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HomeMy WebLinkAboutVII(E) Approval of Prairie Lakes PUD-Tract "E" Final Subdivision Plan Case Number LS+99+008"CENTER OF GOOD LIVING - PRIDE OF WEST ORANGE" Agenda 12-18-2001 Item VII E MAYOR • COMMISSIONER S. SCOTT VANDERGRIFT DATE: TO: FROM: THROUGH: CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761-2258 (407) 905-3100 STAFF REPORT December 12, 2001 The Honorable Mayor and City Commissioners Robert Lewis, AICP, Principal Planner Russ Wagner, AICP, Director of Planning SUBJECT: Prairie Lake PUD — Tract E Final Subdivision Plan Project # LS-99-008 ISSUE. COMMISSIONERS DANNY HOWELL SCOTT ANDERSON RUSTY JOHNSON NANCY J. PARKER CITY MANAGER JIM GLEASON Should the Mayor and City Commissioners approve the Final Subdivision Plan for Prairie Lake PUD — Tract E? BACKGROUND: The Prairie Lake PUD — Tract E subdivision will include 60 single family residential lots and 106 townhouse lots, for a total of 166 units. The project is located at the southeast corner of the intersection of Clarke Road and Hackney Prairie Road. The subject property is part of the Prairie Lake PUD, which provides for a density up to 7 du/ac, with an average living area no less than 1,200 sf and a minimum living area of 1,000 sf. The property surrounding the proposed subdivision has PUD zoning (west and south - mostly vacant land) and R-1-A zoning (north and east - SF homes), but there is a small vacant parcel just north of the site with C-1 zoning. The subject property is currently vacant, but is almost completely covered with trees. The Preliminary Subdivision Plan for Tract E was approved by the City Commission in November of last year. DISCUSSION: The single family portion of this subdivision will have two points of access, one from Clarke Road and one from Hackney Prairie Road. The townhouse portion of the subdivision will have one entrance from Clarke Road which will be gated. Recreation areas for the residents are provided in the plan, as well as a 5.44 acre park (Tract J) on Hackney Prairie Road which will be dedicated to the City with recreation impact fee credit. That park land is located adjacent to another park area which was acquired by the City when the Remington Oaks subdivision was platted. Portions of both park areas are below the 100 year flood elevation, but once thi subdivision is platted, the City could have up to about 8 acres of usable park area (abov)11e 100 year flood elevation) on Hackney Prairie Road for a neighborhood park. _ E&MAMM 1\1x) Prct?ct Ocn s Watnl Resources ` .l December 12, 2001 Honorable Mayor and City Commissioners Page 2 The plan also provides a 6 foot brick wall along Clarke Road and Hackney Prairie Road, as required by the City Commission with the PSP approval. The City Commission, in its motion for approval of the PSP, agreed to purchase from Silvestri Investments road impact fee credits in an amount equal to the difference between the cost of constructing a 6 foot brick wall and the cost of constructing an irrigated landscape buffer with a berm along Clarke Road and Hackney Prairie Road, not to exceed $170,000. The submittal package includes a cost comparison showing engineer's estimates of the costs of constructing the two scenarios (attached). The Engineering Department has reviewed those cost estimates and has indicated that they are acceptable. A unique feature of this subdivision plan is that it involves a significant amount of filling within the 100 year flood plain off -set by excavation to provide compensating storage. This technique is permitted by the Water Management District, but is usually not permitted by the City because it is inconsistent with the City's Comprehensive Plan. In this case, the Developer was allowed to propose this technique, as well as using a designated wetland area in the sinkhole for stormwater retention, because it is part of the Prairie Lake PUD approved prior to adoption of the current comprehensive plan. When that PUD was approved, the Land Use Plan anticipated that this compensating storage technique would be used when the land is developed. As previously indicated, this site is almost completely covered with trees. However, with the proposed filling necessary to bring such a large portion of the site above the 100 year flood elevation and with the proposed 55' wide single family lots on the rest of the site, many of the trees on the site will need to be removed. One waiver from normal Code requirements was approved with the Preliminary Subdivision Plan. That waiver allows the minimum building separation within the townhouse area to be reduced to 20 feet rather than 30 feet which would otherwise be required. Major issues discussed at the Development Review Committee meeting: When the Final Subdivision Plan was considered by the Development Review Committee (DRC), three departments had outstanding issues to discuss. The Assistant City Attorney had several comments to address which are identified in a memo dated December 3, 2001 (attached). The applicant agreed to work with the Attorney and to make appropriate changes as necessary to satisfy the Attorney's concerns. The Planning Department had five outstanding issues to discuss (see attached memo dated December 4, 2001). The first issue involves minor changes to the plan, which the applicant agreed to make. The second and third items involve providing concrete curbing along all the driveways and parking areas within the townhouse portion of the subdivision. The Planning Department feels strongly that curbing should be provided to protect landscaping and help control traffic and parking. The applicant believes that curbing is not required by the Code and that it is not necessary, so he has indicated that he does not intend to provide curbing. The fourth issue involves providing proposed building elevation drawings which the applicant has not yet provided. However, he has agreed to bring elevation drawings to the P & Z and City Commission meetings. The fifth Planning Department issue involves providing a building with a minimum of 830 square feet of community meeting room space as required by Ordinance # 2001-19 which was recently adopted. Since that ordinance was adopted after the Preliminary Subdivision Plan was December 12, 2001 Honorable Mayor and City Commissioners Page 3 approved, the applicant believes that he should not be required to comply with its requirements. The applicant's attorney has indicated that he will provide a letter presenting their arguments as to why this project should be grandfathered, but that letter has not yet been received (see comment # 4 in the City Attorney memo). The Engineering Department has serious concerns about the design of the stormwater management system for the subdivision which are presented in a memo from PEC, the City's engineering consultant, dated December 4, 2001 (attached). That memo requests additional information regarding several stormwater issues. The most serious issue involves the amount of compensating storage area provided by the Plan — not enough storage area, which could result in flooding problems during severe storm events. The applicant's engineer has provided a proposal of how this stormwater problem could be addressed (attached sheet — Offsite Compensatory Storage Area). This proposal would require excavation of a portion of the City park area being provided with this subdivision plan (Tract J) and a portion of the park area which was acquired by the City from the adjacent Remington Oaks subdivision, removing numerous trees from both sites in the process. That excavation would reduce the usable area (land above the 100 year flood elevation) of these City park areas by about 3 acres. The proposed excavation would be necessary to compensate for the areas currently below the 100 year flood elevation which would be filled in to allow development to occur on the applicant's property (compensating storage). It must be noted, however, that the proposed excavation would create a large flat area almost 3 acres in size that will be dry most of the time, which could be used for recreation. That area would otherwise have been sloped with numerous trees spread across the area. The applicant has presented this proposal to show how the compensating storage problem could be addressed by providing the necessary compensating storage area on the park sites, thus allowing the subdivision to be approved as currently designed. Staff is still evaluating this proposal. The City Commission will need to decide whether to accept this proposal or require the applicant to continue working on his design until the compensating storage problem is resolved. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for Prairie Lake PUD — Tract E was reviewed by the DRC on December 4, 2001. The attached memos from the Assistant City Attorney, the Planning Department and PEC list the issues which were still outstanding at the DRC meeting. During the meeting there was a lengthy discussion on various issues, as described above, and the applicant agreed to work with Staff and make appropriate changes to comply with most of the Staff recommendations. However, the applicant believes he should not be required to provide curbing in the townhouse portion of the subdivision or to provide a community meeting room as required by Ordinance 2001-19. At the conclusion of the meeting, the DRC voted 5-2 to recommend approval of the Final Subdivision Plan, subject to the following conditions: 1) The legal conditions being resolved as listed in the Assistant City Attorney's memo. 2) The design of the stormwater compensating storage solution meeting the approval of both the Engineering Department and the Planning Department. 3) Meeting all of the remaining conditions listed in the Planning Department memo, December 12, 2001 Honorable Mayor and City Commissioners Page 4 except that providing concrete curbing in the townhouse area is a recommendation supported by Staff rather than a condition of approval. ING & ZONING COMMISSION RECOMMENDATION: On December 11, 2001, the Planning and Zoning Commission consideredthe Final Subdivision Plan for Prairie Lake PUD — Tract E. The applicant spoke in favor of the Plan,without concrete curbing in the townhouse portion of the project and with theproposed compensating storage on the park sites as presented. There was no other input from the public. There was significant discussion on a variety of issues, including tree preservation, providing curbing in the townhouse area, providing meeting room space and the stormwater compensating storage issue. The P & Z Members stressed the point of preserving as many trees as possible and they felt that it was important to include curbing in the townhouse area. Even if curbing is not required by the Code, they felt that it does help protect landscaping and it gives the project a much better appearance. Regarding the meeting room space, they felt that it was important, but most of the members felt that it is not appropriate to ask this developer to comply with that ordinance because it was adopted several months after the Preliminary Subdivision Plan was approved. One of the members expressed serious concerns about allowing the developer to use City park property to provide compensating storage for his project. He felt that the developer should provide stormwater management on his site and not use the City park areas. Other members agreed with his position. The City Manager spoke on the issue of providing curbing and the issue of allowing compensating storage for stormwater on City park property. He indicated that these are really policy issues that should be discussed by the Planning and Zoning Commission and decided by the City Commission. When the discussion was finished, the Planning and Zoning Commission voted 6-2 to recommend approval of the Final Subdivision Plan with the following conditions: 1) Concrete curbing would be provided throughout the townhouse portion of the project. 2) Compensating storage for stormwater would not be provided on the park sites— it should be provided on the project site. 3) This subdivision should not be required to provide meeting room space specified in the recently adopted ordinance. 4) The legal conditions identified in the Assistant City Attorney's memo need to be satisfactorily addressed. STAFF RECOMMENDATION: Based upon the recommendations of the Development Review Committee and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commission approve the Final Subdivision Plan for Prairie Lake PUD — Tract E, subject to the following conditions: December 12, 2001 Honorable Mayor and City Commissioners Page 5 1) The legal conditions being resolved as listed in the Assistant City Attorney's memo. 2) The design of the stormwater compensating storage solution meeting the approval of both the Engineering Department and the Planning Department. This issue is still unresolved. 3) Meeting all of the remaining conditions listed in the Planning Department memo, except that providing concrete curbing in the townhouse area is a recommendation supported by Staff rather than a condition of approval. 4) In addition, the City Commission should give due consideration to the recommendations of the Planning and Zoning Commission. Attachments: Location Map showing surrounding zoning Brick wall vs Landscaped berm cost comparison Memo from the Assistant City Attorney dated December 3, 2001 listing unresolved issues Memo from the Planning Department dated December 4, 2001 listing unresolved issues Memo from the Professional Engineering Consultants (PEC) dated December 4, 2001 stating unresolved issues Final Subdivision Plan, date stamped December 6, 2001 Additional Plan Sheet showing the Applicant's proposal for the Offsite Compensatory Storage Area \\Police_firel\planning\CALEXANDER\ALL_DATA\CAPDFILE\Staff Reports\SR2001\SR01171 CC.doc ;11 * COMMISSIONER "CENTER OF GOOD LIVING -PRIDE OF WEST ORANGE" C MAYOR S. VANDERGRIFT Ocoee CITY OF O C O E E CO` MISSION'ERS p DANNY HOWELL 150 N. LAKESHORE DRIVE SCOTT ANDERSON v o OCOEE, FLORIDA 34761-2258 RUSTY JOHNSON (407) 905-3100 NANCY J. PARKER lF tip, CITY MANAGER 0f G00JIM GLEASON MEMORANDUM DATE: December 4, 2001 TO: Development Review Committee FROM: Robert Lewis, AICP, Principal Planner !21 �J THROUGH: Russ Wagner, AICP, Director of Planning �• SUBJ: Planning Department Comments Prairie Lake PUD, Tract "E", 4th Staff Review Final Subdivision Plan, Received November 28, 2001 The following are the few remaining concerns of the Planning Department related to the current plan submittal. The Planning Department recommends that the DRC include this list as Conditions of Approval in its recommendation when this Plan moves forward to the Planning and Zoning Commission and the City Commission. 1) Prior to the Pre -Construction Conference, Sheet 17B of the Plan should be revised to show tree protection barriers around a few additional trees on the townhouse portion of the site. 2) In order to protect landscape areas from vehicles that may be parked along the driveway, the grading plan should clearly show 6" concrete curbing around all portions of the driveways and parking areas within the townhouse portion of the subdivision. Curbing has been used in other multifamily projects and is preferred by the City Commission because it helps to control parking and protect on -site landscaping. 3) The townhouse typical section (no. 2 on Sheet 13) showing the main circulation road between units where there are no driveways leading to garages should clearly show 6" concrete curbing along all the edges of the main circulation road. 4) Building elevation drawings for clubhouse / cabana building in the townhouse area and typical building elevation drawings for the townhouse buildings showing appearance of the buildings and indicating colors and materials to be used should be provided at the Planning and Zoning and City Commission meetings. 5) Provide a note on the FSP drawings indicating that the clubhouse / cabana building in the townhouse area will include a meeting space a minimum of 830 square feet in size. The FSP drawings should show a building which includes this meeting space. RWL \\Police_firel\planning\RLEWIS\ALL_DATA\rlpdfile\Staff Reports (2001)\DRC SR\MFP01226.doc PQWr�- fn� PEC PROFESSIONAL ENGINEERING CONSULTANTS, INC. PROJECT MEMORANDUM TO: Jim Shira, P.E. City Engineer / Director of Utilities FROM: David Hamstra, P.E. and Greg Teague, P.E. DATE: December 4, 2001 RE: Prairie Lakes Subdivision - Final Subdivision Plans SUBJECT: Review Comments #4 Pursuant to the City of Ocoee's request, the following are PEC's review comments associated with the Final Subdivision Plans and various Stormwater Management Calculations for the above referenced project (prepared by Bowyer -Singleton & Associates, Inc.). Background Discussion As discussed within PEC's previous memorandum dated November 28, 2001 (Review Comments #3), Devo Seereeram has completed a PONDS continuous simulation analysis of the on -site sinkhole entitled Continuous Simulation Model of Water Level in Natural Depression - Tract E of Prairie Lakes PUD (dated November 2001). This analysis predicted that design water levels within the on -site sinkhole would vary between elevations 82 and 84 feet NGVD, due to the fact that the entire project was designed to ultimately discharge to the on -site sinkhole in the post -development condition. Due to the volumetric deficiencies that resulted from the original drainage design, a re -design was proposed by Bowyer -Singleton & Associates that separated the project into two (2) separate drainage basins. The northern portion of the site that will discharge to the on -site sinkhole, and the southern portion of the site that will discharge to the wet detention/flood plain compensating storage pond, which eventually discharges to Prairie Lake. It should be noted that the on -site sinkhole will not be interconnected to the proposed wet detention/flood plain compensating storage pond under this scenario. The drainage re -design discussed above is predicated upon revisions to Devo's continuous simulation model performed by Yovaish Engineering Sciences, Inc. (Doug Yovaish). Although a letter/report has not been received as yet from YES that documents the results of the analysis, it is PEC's understanding that YES and Devo agree that the design water level within the on - site sinkhole will be elevation 80 feet, NGVD under post -development conditions for the drainage re -design discussed above. engineers `Engineering Our Community" planners Prairie Lakes Subdivision - Final Subdivision Plan Review Comments December 4, 2001 Page 2 PEC Review Comments #4 Based upon the "new" design water level for the on -site sinkhole of elevation 80 feet, NGVD, the following elements of the drainage system must be addressed: 1. Re-establish a "new" tailwater for the storm sewer collection system and revise the hydraulic gradeline (HGL) elevations, taking into account minor (i.e., structure, entrance and exit) losses; 2. Have the geotechnical engineer revise the Recovery Analysis of the proposed dry -bottom water quality swale/pond (SJRWMD requirement); 3. Have the geotechnical engineer demonstrate that the runoff volume retained in the on -site sinkhole associated with the 25-year / 96-hour storm event is evacuated within 14 days (SJRWMD requirement); 4. The Engineer's compensating storage calculations indicate a volumetric deficiency of approximately 8.5 ac-ft when comparing the increase in runoff volume during the 25-year / 96-hour storm event (approximately 8.5 ac-ft); the lost floodplain storage (approximately 5.5 ac-ft); the lost sinkhole storage (approximately 15.7 ac-ft); and the proposed compensating storage areas (21.2 ac-ft). The City of Ocoee will have to address this issue, and specifically whether or not this volumetric deficiency is a measurable impact to the Prairie Lake flood plain. Based on recent conversations with the City Engineer (Jim Shira), it appears that the City is willing to accept the volumetric deficiency within Prairie Lake since the increase in flood stage is less than 0.1-feet. 5. The Engineer proposes to use a portion of the platted park property within Remington Oaks Subdivision to provide approximately 9.3 ac-ft of compensating storage volume as summarized above. Although the City of Ocoee will have to address whether this concept is acceptable or not, PEC recommends that the Engineer prepare a sketch (plan and cross section) that illustrates the proposed design and how much of the park property will be required for the excavation. 6. Depending upon the outcome of the City's decision relative to the flood plain volume and compensating storage deficiency, please provide the City with an updated and revised singed and sealed copy of the revised Stormwater Management Calculations when the permit modification submittal to the St. Johns River Water Management District (SJRWMD) occurs. Prairie Lakes Subdivision - Final Subdivision Plan Review Comments December 4, 2001 . Page 3 If you have any questions, or would like to schedule a meeting to discuss these comments, please do not hesitate to contact us directly at (407) 422-8062, Extensions 193 (Greg Teague) and 194 (David Hamstra). END OF MEMO k:\cler\ld\oe-180\082k.mem cc: Jim Gleason, City of Ocoee (Fax: 407-656-8504) [without enc.] Russ Wagner, City of Ocoee (Fax: 407-656-8504) [without enc.] Ellen King, City of Ocoee (Fax: 407-656-8504) [without enc.] Richard Lee, City of Ocoee (Fax: 407-656-8504) [with enc.] Paul Rosenthal, Foley & Lardner (Fax: 407-648-1743) [without enc.] David Schmitt, Bowyer -Singleton & Associates, Inc. (Fax: 407-649-8664) [with enc.] Doug Yovaish, Yovaish Engineering Sciences, Inc. (Fax: 407-774-7438) [with enc.] Devo Seereeram, Consulting Geotechnical Engineeer (Fax: 407-298-9011) [without enc.] Ken Hooper, PEC [without enc.] File OE-180 (1-1.0) Prairie Lakes Subdivision - Final Subdivision Plan Review Comments December 4, 2001 Page 4 bcc: Margie Cook, SJRWMD (Fax: 407-659-4805) [without enc.] ENGINEER'S FINAL OPINION OF PROBABLE COST BOWYER-SINGLETON ASSOCIATES, INC. PROJECT NAME: PRAIRIE LAKES TR "E" Drawing Date: 61121200 Proj No.: plot Project Acreage: 45.00 Prep. By: bar Number of Units: Chkd. By: bar LF of Roadway: . ITEM ITEM UNIT UNIT Engineer's Estimate ACCOUNT NO. DESCRIPTION COST QTY COST TOTAL AMENITIES: Wall Construction S 305,100.00 1 Wall Grading ( 2syllfl SY $ 1.50 5,400 $ 8,100.00 2 Screen Walls " LF $ 75.00 2,700 $ 202,500.00 3 Landscape Plantings & Irrigation & Sod SY $ 35.00 2,700 $ 94,500.00 EA $ 400.00 55 EA 5.00% 1 Subtotal $ 305,100.00 Landscape Screenining $ 102,600.00 1 Berm Grading SY $ 1.50 5,400 $ 8,100.00 2 Landscape Plantings &Irrigation & Sod LF $ 35.00 2,700 $ 94,500.00 Subtotal $ 102,600.00 Differential Cost S 202,500.00 Notes: 1 Estimate includes only the landscape screen walls along Clarke Rd. & Hackney Prairie Rd. Page 1 of 1 "Wall and Landscape" vs "Landscape Only" Analysis The analysis prepared was to compare the cost of constructing a six-foot high brick wall along Clarke Road and Hackney Prairie Road with landscaping and irrigation as required vs. the cost of constructing an irrigated landscape buffer with berm along both roads. For the Landscape Only scenario, we assumed trees 50 feet on center and used a unit cost per linear foot. For landscaping based on recent project estimates and contracts. For the "Wall and Landscape" scenario we have included the cost of a foundation for wall construction, brick screen wall units prices in accordance with current contracts and projects and sod, irrigation and landscape trees denoted in the estimate. PL021C=15011 P/L i LANDSCAPE BERM ATURE MIX OF CANOPY � VD UNDERSTORY PLANTINGS I � v I � 3 HEDGE =� -CONT. I I CANOPY TREE (50 FT. O.C.) I - I I - I - I 3' HEDGE I -CONT. TYPICAL BERM SECTION NOT TO SCALE FOLEY: LARDNER MEMORANDUM CLIENT -MATTER NUMBER 020377-0500 VIA E-MAIL TO: Ellen M. King, Development Review Coordinator FROM: Scott A. Cookson, Esq., Assistant City Attorney CC: Paul E. Rosenthal, Esq., City Attorney Jason G. Williams, Esq., Assistant City Attorney DATE: December 3, 2001 RE: Prairie Lakes PUD Tract E - Final Subdivision Plan (Project No.: LS-99-008) In connection with the above -referenced application, we have reviewed the following documents: 1. Final Subdivision Plan for Prairie Lakes PUD (Tract E) Wellington (Townhomes) and Westchester (single-family) Subdivisions stamped received by the City of Ocoee November 28, 2001 ("FSP"); 2. Response to Comments Letter dated November 28, 2001 prepared by Bowyer - Singleton & Associates, Incorporated stamped received by the City of Ocoee November 28, 2001 ("Response Letter"); 3. Response to Comments Letter/Report dated November 12, 2001 prepared by Yovaish Engineering Sciences, Inc.; 4. Site Reconnaissance Letter dated October 26, 2001 prepared by Nodarse & Associates, Inc. stamped received by the City of Ocoee November 28, 2001; 5. Evaluation of Roadway Underdrain Requirements Letter dated November 9, 2001 prepared by Yovaish Engineering Sciences, Inc. stamped received by the City of Ocoee November 28, 2001; 6. Certified Legal Description Sketch of Description for Park Dedication received by the City of Ocoee November 28, 2001; 7. Certified Legal Description Sketch of Description for Tract K stamped by the City of Ocoee November 28, 2001; 8. Certified Legal Description Sketch of Description for Tract J stamped by the City of Ocoee November 28, 2001; 9. Certified Legal Description Sketch of Description for Tract "N" stamped by the City of Ocoee November 28, 2001; 10. Certified Legal Description Sketch of Description for Tract "O" stamped by the City of Ocoee November 28, 2001; and 11. Certified Engineer's Final Opinion of Probably Cost prepared by Bo'%vyer- Singleton Associates, Inc. together with the "Wall and Landscape" vs. "Landscape Only" analysis, a Typical Berm Section Sketch and a Landscape Plant List stamped received by the City of Ocoee November 28, 2001. This memorandum supersedes our prior memoranda dated June 28, 2001, September 10, 2001 and November 2, 2001. Based on our review of the documents noted above pursuant to the Land Development Code, we have the following comments: 1. There remain a few outstanding items which we have not received from Jesse Graham as was indicated in the Response Letter. Our prior comments include: a. [Repeat Comment] Please revise the Silvestri Deed by deleting the words "including those covenants contained in that certain Development Agreement between Grantor and Grantee dated June 18, 1991, recorded in Official Records Book 4352, Page 1655, together with all amendments thereto," from the second paragraph. In addition, please revise the second to last sentence of the Silvestri Deed to read: "Nothing herein shall be interpreted or construed to modify or to cancel any terms of that certain Development Agreement between Grantor and Grantee dated June 18, 1991, recorded in Official Records Book 4352, Page 1655, together with all amendments thereto, which will remain in full force and effect." b. [Repeat Comment] Please have the sketch of description and legal description attached to the Silvestri Deed certified to the City of Ocoee. C. [Repeat Comment] Please provide a surveyor's certification that the property described in the Silvestri Deed abuts the Prairie Lakes PUD Tract E property without gap or overlap. d. [Repeat Comment] Please provide a copy of the Grant of Easement recorded in Official Records Book 2724, Page 1250, re -recorded in Official Records Book 2728, Page 1145 referenced in Item 7 on Schedule B-II of the Silvestri Land Commitment. 2 Ana 7dAM4R 1 e. [Repeat Comment] Please include a policy amount in the Silvestri Land Commitment. Please be advised that the amount should equal the amount of the park impact fee credit. f. [Repeat Comment] Pursuant to Notes 19 and 32 of the Revised Land Use Plan, the developer is entitled to park impact fee credits for the conveyance of Tract F of the Revised Land Use Plan. Please be advised that prior to approval of the FSP, an agreement must be reached concerning the amount of the impact fee credits. Please advise us as to the amount of credits the developer is requesting for the conveyance and include the basis for such requested amount. If an appraisal has been obtained, please provide us a copy of such appraisal. 2. City staff should confirm the accuracy of the overall legal description provided on Sheet 3 of 17 of the FSP as well as the accuracy of the legal description provided for the various tracts. 3. Please add Tract "N" and Tract "O" to the Tract Areas, Ownership and Maintenance Responsibilities Chart on Sheet 3A of 17 of the FSP. 4. Please be advised that we have not received the letter from the Developer's attorney which was to set forth the Developer's case for a determination that the proposed project is grandfathered from the community meeting room requirement contained in Ordinance No. 2001-19. Please do not hesitate to contact me should you have any questions. c IL Traffic Planning and Design, lnc.�� 535 Veredles Odve, sub 200 • Mattiar4 R.32751-7305 (407) 82&M3 • FAX (4M 628.M • E-mak tpdtmtflc*aol.com December 14, 2001 Mr. Steve Mellich, P.E. Mellich - Blenden Enowering, Inc. 1177 Louisiana Avenue, Suite 111 Winter Park, Florida 32789 Re: Heavener Subdivision TPD N112143 Dear Steve: We have reviewed the proposed "enter only" temporary access to the above -referenced subdivision on Clarke Road. This access shown in Exhibit 1 includes a turn lane of 185 feet with a 50-foot taper as required by a 45 mpn speed deceleration. The access will provide safe traff a operations and will avoid travel circuity for which may be created in and around the subdivision without this access. We also concur that this "enter only" access should be closed and the tutu lane extended to the Ozanian Property access when that adjacent property develops. This subdivision will then be served through joint use/cross access easement as shown in Exhibit 2. Please call if you have any questions or seed tiuther assistance in this matter. Sincerely, rM ; I urgut Dervish, P.E. President TD jm ..... ...... ......... ------------ . ...... ......... ....... ..... ... .. .... ..... ......... --------------------------- ........ . .... ......... EXHIBIT 1 TEMPROARY RIGHT IN ONLY OZANIAN PROPERTY ACCESS TO LOT 1 LOCATION TO BE DETERM[IED AT SITE PLAN G DRIVIEWAY .................. .......... ------ -- ................................. ... ........ ......... ---------- ........ ............ EXHIBIT 2 OZANIAN PROPERTY TURN LANE FOLEY:LARDNER MEMORANDUM CLIENT -MATTER NUMBER 020377.0500 TO: The Honorable Mayor and City Commissioners of the City of Ocoee FROM: Paul E. Rosenthal, Esq., City Attorney DATE: December 13, 2001 RE: Prairie Lakes PUD Tract "E" — Final Subdivision Plan (Project #L5-99-008) The proposed Final Subdivision Plan ("FSP") for Prairie Lakes PUD Tract "E" calls for a conveyance to the City of a 5.44 acre Tract along Hackney Prairie Road as a park site ("Park Tract "J""). Park Tract "J" would be immediately adjacent to the 9.5 acre park site obtained by the City from the developer of the Remington Oaks Subdivision ("Remington Oaks Park Site"). Condition of Approval Number 22 on the Preliminary Subdivision Plan for Prairie Lakes PUD Tract "E" approved on November 21, 2001 (the "PSP") gave the City the right to require the conveyance of Park Tract "J" within 120 days of the PSP approval. The conveyance of Park Tract "J" was not contingent upon approval of the FSP. The City has not required that Park Tract "J" be conveyed due to ongoing discussions with the developer regarding the use and configuration thereof. Under the Prairie Lakes PUD Developer Agreement, Silvestri Investments will receive park impact fee credits for the conveyance of Park Tract "J". During the course of preparation of the FSP the developer discovered that the filling of certain areas as contemplated by the PSP required additional "compensating storage" which could not be accommodated within Prairie Lakes PUD Tract "E". The applicable compensating storage requirement is a St. Johns River Water Management District requirement. "Compensating storage" means that if you fill an area within the 100-year flood plain it is necessary to excavate elsewhere a comparable portion of property so that the "storage" capacity remains the same. While the City does not normally allow development activity within the 100-year flood plain, this project is allowed to fill within the 100-year flood plain due to its vested status. It is likely that providing for all of the compensating storage within the boundaries of Prairie Lakes PUD Tract "E" could only be accomplished by reducing the number of lots below that approved by the PSP. In order to maintain roughly the same number of lots as were approved on the PSP, the FSP proposes to use Park Tract "J" and a portion of the Remington Oaks Park Site for its compensating storage. The FSP does not provide a breakdown as to how much of Park Tract "J" will be used for compensating storage nor does it provide a breakdown as to how much of the Remington Oaks Park Site will be used for compensating storage. It should be noted that the Remington Oaks Development Agreement provides that the Remington Oaks Park Site shall be a "continuous greenway, open space and recreation area". In addition, the Remington Oaks Plat indicates that the Remington Oaks Park Site is being conveyed to the City "for purposes of establishing a City park." 006.241418.1 FOLEY & LARDNER it FOLEY:LARDNER The issue presented to the City Commission is whether or not to allow the developer of Prairie Lakes PUD Tract "E" to utilize portions of Park Tract "J" and the Remington Oaks Park Site as "compensating storage". At the December 11, 2001 Planning & Zoning Commission meeting, the Planning and Zoning Commission recommended against allowing such use. In our opinion, there is no legal prohibition which would prevent the City Commission from approving the FSP as proposed with the use of Park Tract "J" and the Remington Oaks Park Site for compensating storage so long as the City Commission finds that such use is consistent with the continued use thereof for park, recreation and open space purposes. On the other hand, this is a purely discretionary decision and the City Commission is under no legal obligation to allow such use. If the City Commission is not inclined to allow the use of Park Tract "J" and the Remington Oaks Park Site for compensating storage, then it is our recommendation that the City Commission take the following action: Continue consideration of the FSP to a future date to be determined with direction to the developer to revise the FSP to eliminate the use of Park Tract "J" and Remington Oaks Park Site for compensating storage purposes. If the City Commission is inclined to allow the use of Park Tract "J" and the Remington Oaks Park Site for compensating storage, then it is our recommendation that consideration be given to the following additional conditions of approval: (1) That the approval be conditioned upon the developer/owner entering into an easement agreement with the City, on terms and conditions acceptable to the City in its discretion, which sets forth the specific terms and conditions of such use, such agreement to be subject to approval by the City Commission. (2) That the City Commission address the extent to which the developer should assume the City's financial obligation to provide park impact fee credits to Silvestri Investments for Park Tract "J" in light of the use of such site and the Remington Oaks Park Site for compensating storage. 2 006.241418.1 T'ABI.E OF CONTENTS FI his ORANG COUNTY, FLORIDA CITY OF OCOEE WELLINGTON Ir h oilles) WEST'�HESTER Single-familvl Jim UESIR HOMES CONTACTS Owner Ryland , Homes e% Mt -.Jeff Perlman Suite 750 605 E. Robinson St. Orlando, Florida 32806 (407) 872-1203 Civil Bowyer -Singleton &. Associates Engineer Mr. Dave Schmitt, P.E. 520 S, Magnolla Ave. Orlando, Florida (407) 843-5120 S01/8 YOvolsh Engineering Services Engineer Mr. Chris Conway 953 Sunshine Lane Altamonte Springs. Fl. 32714 (407) 774-9383 Water/ City of Ocoee Wastewater 150 North Lakeshore Drive Ocoee, Florida 34761 (407) 656-2322 Electric Florida Power Corporation 1150 Orange Avenue Winter Park, Florida (407) 646-8300 Telephone United Telephone Service 850 East Altamonte Drive Altamonte Springs, Florida (407) 339-I811 Cable TV Cab/evlsion Industries 32 East Cypress Street Winter Garden, Florida 34787 (407) 656-8035 Mr. 8111 Myer E SHEET No. DESCRIP'TION I COVER SHEET 2 GENERAL NOTES 3 OVERALL SITE PLAN 3A CONDITIONS OF APPROVAL. 4 EROSION CONTROL PLAN 5-6 LOT & BLOCK GRADING PLANS 7040 PLAN & PROFILES II TOWNHOME UTILITY PLAN 11A TOWNHOME UTILITY CROSS -SECTIONS 12 STORM PIPE PROFILE'S 13 PAVING & DRAINAGE DETAILS I3A PAVING & DRAINAGE DETAILS 14 WATER DETAILS 15 SANITARY SEWER DETAILS 16 POND / DET AILS 17-17A CLARKE RD, IMPROVEMENTS PLAN 17B MASTER TREE PLAN a CLAft-WA OCOEE RD. HACKNEY PRA► IE M. a G� PRAIRIE 2 `E w v SITE LOCATION 12/0`5/01 �np Cr tl s 4,J � � des. k.�• �> - 'tes bow - INCORPORATED CONSULTING ENGINEERING : PLANNING : LAND SURVEYING 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 (407) 843-5120 APRIL 2001 PL02-203 SHEET I or t7 1. All construction to conform with Cny of 01cow standards and spedf/catlons. unless otherwise walved by the City of Ocoee. 2. Tha Engineer oartlfles that all roadways were designed to the opplfcoble standards. as set forth by the City of Oww and the Florida OeparftwO of Transportation Monvai of UMform Standards for Des/gn. Construction. end Maintenance for Streets end Highways. 3. The Contractor shall coardJnote all wart w1tNn exleling road rlgh►of-ways with the Clty of Ocoee and FOOT. 4. It will be the resportslbllliy of the Contractor to acquire the necessary R1ght-0f- Way PermWe) and provide for the sofW and control of local traffic during oonstructlon. S. The Contractor shall be responsible for meeting all lnspedtlon crlterla and schedules. and for signing for sold Inspection$ 6. All disturbed orgies shall be seeded and mulched as directed by the owners representative Depending on the area, sodding ow be requlred. 7. The Contractor shall be resporAftle for 1000Ping and varh*ying (har1zortd11Y and vertically) all existing utilities prior to construction, and for notifying the: various utllhy C!ompanles to make the necessary arrangements for any retoca- tlarx temparory disrupfian of aura/cep or cloNflcdlon Of oK.Yivlty regarding sold utufty. The Contractor shall exercise cautlon when crossing an under- ground utiftly, whether aftwn on these plans or field located. All utilities wNch lntsrfere w/th the proposed cohstrualon shall be relocated by the respective utility compan/es and the Contractor shall cooperate with the utllhy company during retoeatlon operations. Any delay or lnconven1on a of the various utl/nles stall be fneldentol to the extract and no extra covrWensotlon will be allowed. Developer shall bear the casts of relocating / moving of dry utlllflets. 8. The locations of all existing u111ittes. storm drainage systems. and topogrop we features shown on the plans have been determined from the best avallable Informotlon and are provided for the convern/eencae of the Contractor. The Engineer assumes no respowlNifty for their Inaccuracy. Should a dlscreponey arise between these pans and actual field condl/tlons. which would approaabry offect the ex&dutlot of these Plans. the Contractor will Mahe oil CWWructlon and rxnftfy the Engineer- Immediately. 9. Water and wastewater service shall be provided by the Chy df Ocoee. The water dlstrlbutiot system shown of these plans shell be Installed by the Contractor and shall conform wf h the City of Ocoee standards. 10. The Contractor shall not excatvdt& remove; or otherwise disturb any mortal. structure or part of o structure wNch Is located outelde the lines. grades. or grading sedtlons eetstdbllehed for tNs projeeat, except where such excavation or removal Is provided for In the C"rdct, Plans. or speciflcatfan& it. All work and all materials furrNshed shill be reosatably dose In coformhy with the Ilse& grades, grading sections, cross awtlots. dlmonsfax% material requirements. and testing requirements that are specified In the contract. plans or spedficottotns. 12. Provlslons for the malmenanda end maneow"ent of the cm~ areas. waifs, and landscaping fod/ilNes will be tnduded In Covenants and Homeowner-8 Assoclatlonn Agreamarnts. 13. The Contractor Is to mfnlmtze the removal of vegetation to the Oreat+eet extent practical. 14. The Contractor SW be responsible for the maintenance of oil landscape buffers, rete+n lon and delentlon fad/ni&s until the work has been ocaaA~ by then Owner. All disturbed areas shall be returned to their original conhdnlom 15. Prior to cwwwIcing work the Contractor shall furnish: erect and mointain all barricades. warning signs. and morkings for hatords and the control of traffic necessary to protect the public and the work. The ControcW shrill be In reasonable conformity with the Manual of Uniform Traffle Contra Devices for Streets and Highways or as directed by the City of 000ft Truffle Englnsdr. such as to effectively prevent ocddents In all places wharf the work causes obstructions to the normal traffic or oaxstltutes In any wdy a hazard to the public. 16. The Contractor shall antral Ns operations and tMm of Ns subcontractors, and all suppliers to assure the least InconveM&rjW to the traveling publle. The Contractor shall maintain free and unobstructed movaanert of veNculor traf'fle and shall limn Ns operations for the safety one corwo lend& of the travealing pubile Under opt circumstances: safety shall be the mast Important cdnsldeeratlun. 17. The Contractor shall c oaWly with all hlgdl toad roetrletlow In. the houling of moy&rndls In public roads beyaxt the hefts of the work. A spend per#* will not relleve the Contractor of llobiifty for the dome" which may reeuht from the moving of material and aq ulpmenf. Ia. Fire prorectlon shall be provJded In d0CC done& wnh Se+carton T.3.2 of the Cltly of Ocow Land Okvdopotant A0000 lots. 19. Compact all utlihy trenchas wnh►n roadways to 987: of the Modtfled Pr octdr Maximum Denshty, w/tNn the first 2 feet of depth and 95X wnNn other areas. 2O. After the roadway has been constructed to subgrdao, it shall be proof -retied to assure that proper eornwafon has been oMalned The proof-ro ing and con- pealon operations shall be inspeow and tested by a Florida licensed Solis Engineer to assure that the spedfied compaction Is maintained and all deleterious moterfol has been removed. 21. Ali wotar main fittings: valves. restraints. coupiings. pipe and In general those MaWlels required for installing the water sappy system. Shull 0004 ly with minimum moterla standards, ratings and dd5S f1Cdt10 s established by the City Of Ocoee. 22. The FDOT AWdway and Trofflc Des/gn Standards (booklet dobd January 1992) to be used for drolnage structures; Stdtfan offsets ore to the MvWlln& of the Inlet or moewwo tail, 23. ItWell valve boxes for of/ vawes. Valve boxes under pavenfert shall have trofffc- bearing covers. 24. Inspealona must be JoWuled wnh 48 hours od"rm IWI fIbWoh. 25. No inspection on weekends or after 400 pee. Monday through Friday. Burled lines shall be Opened to lnxrre proper Jdrt ow nectl". REVISIO N S 26. The Interior street stdowe/ks will be constructed by the builder as the hames ore built. 27. 'rho Contractor shall insure that proper Sall denSIM88 ore WNeved for prace- mant of oil haadwofl/eadlwoll footings. retaining well footings. and In genera. any footing suAoart described on these pions. It will also be the respwstbfihy of the Contractor to Insure that suffid&em sails testing has been performed prior to final installation of Iftwovements. 28. in other areas wNch require flll moterldl tin Contractor will strip or otherwise remove all vegetation such es brush: heavy sods. heavy growth of gross, decayed vegetable matter. rubbish and any other de/eterlous material before embankment Is started. tmmedlately prior to the placing of fill materials. the entire area upon wNch fill Is to be placed. shall be scaarhf led In a dlrectlon agproxlmvtey parolltV to the axle of fill. The Solis Engineer shell approve the area prior to the placement of fill. 29. During constructloln.no direct discharge of water to downstream reee the waters will be allowed. The Contractor Is responsible for mafrtalning water quolhy. and sha11 route discharge water In such a mammw to odequo y remove turbldlty prior to runoff from the. $ft 30. All Reinforced Concrese Pipet (RCP) star// be m+tnimum Class ///. All lairs In stormwdter PIPS, to be wrapped with filter fabric 31. All signs to be single -mounted In 0onps with FDOr Indent Na11862 fT0 nWh wind loading) and FOOT Index No.17302. 32. Pavemefrt markings shale ft placed as !' shown to the plans and FDOT AWdwoy and Trafflc Deslgn Standards (booklet doted January 1992) and the City of Ocoee Land DevelOwxW AftulatIme. 33. For all sign details. refer to the -Manua On Unhf arm Trdfflc Control DOVICer. published by the U.S. Department of Transportation. Federal H10t1w y Adminlstro- Mon -1978 (ANSI No.D6J-1983). 34. All starmwafor pipe I& Vthts Include m1toreed and seedlons. 31 All exlxvattons wnNn 10 feet of the trdveltod roadway must be filled w1tNn 24 Mures by days erid or heavly barricaded per FDOT Standards. 36. All wafer moles to be lotd with a maximum of 36- cower. Any deeper cut must be approved by the City of Ocoee. 37. Ail wotar searv/0" under Pravement shall be enaased In 2' dlameter PVC sleeves. All serelow shall be stubbed -up between the curb and sidewalk. See deftil sheet for more fnfor-matloc 38. AN PVC water linos 4' to 12` shell be C 9001DRIB uhdass otherwise, noted. All PVC water Ilnes less than 4- shrill be SDR2l (200 psi). All water lines most bear the -NSP- stoop for comW&INIhy with domesctic water use 39. All rear lots abutting the conservation area shrill be sodded with 2atid sod from ndural ground (NO) to the first Ngh patrol on the Lot and Block Grading Plan. The sodding shall occur ImrmedIdWy after comdetlot of the lot grading. 40. Water end U01hy Crossingss A were, wow mane must crones storm one sw tory sewers. ahem o rMMmum deoranre of le and a m1hlmum cover of 3'-O' cannot be moh>tained, or where the sewer main Is above the water moat the water Mtn shall ben eartstruched of mechanical Jobe' ductile Iran pipe providing a 6" minimum clearance between the water man and the other utlllty. One 20 foot- section cf ductile Iron pipe shall be centered at the paint of crossing. In odd/t/cm when the crossing Is with a sanitary sewer, the sanitary sewer main shall be I*wvy (20) feet of C900 DR-I8 PVC pipe and pressure tested to 150 PSI. TNs pipe should be centered On the patrnt of crossing. The /derail separation between s+onitory Sewer end water morns, shrill not be lees than 10 feet. hf 110s separotlon cannot be mafntalned. then one a the following must occurs I. The wow main shalt be idid In o separate trarwh or on an undisturbed earth Shretlf lodoted on one side of the sewer at such an &W oatton that the bottom of the water moth Is at least /8 Inches above the top of the newer, ors 2. If both sar tary sewer and potable *,der- maths are p-goosed and the above (1J is not -net, the sonitary sewer ptpw shall be upgraded to CSW DR48 PVC pipe and pressured tested to /so PSI. 3. If the sdnnary sewer Is existing and the portable water morn Is propoeed. the water morn SMIA. at a m0n1mumf, be upgraded to CFUCNfe Iron pipe: constructed In sepora a trench&& laid at a Now elevatlot than sanitary sewer. and utilize staggered Jofrts. C. Where dudlle Iron pipe is required for water morns, It shall coa''orm to ANSI/AWWA A21.54 A minimum thAcknetss of Class 50 peer ANSI/ AWWA shall be suAWIsd. DIP pipe must be In roomormonoe with AWWA C/50 and C151. D. Testlrngs The Contrardar to test all when moms as par tht& fallowing: H)odrostoac tall per AWWA-C600 (or M23) Stonderd. and Disinfection of water main per AWWA-C651. E. All wager bypasses shalt be vonstructed of duW16 Irco pfoe one ahctii be tie-rodded back to a 'dead -marl° anchor on both sides of the main. F. 1' WM water mndM$ shall lr hOdln a separotAdn of 3 feet edge -to -edge. and an /8- vertical d!&arance front domestic water moths. When the vertical and harizontol cleaarereas cannot be twh7talned. the water moln ono► the reuse water^ mixlh shall be constructed of ineehanleal Joint ductile Iron pipe: G. The mtnkulm hrrI200di Separation between, wdtar moles and force maths shall be at least 10 feet. H. The minlm M ve Ada/ seoorattalr between water maW and force maim shall be at least 18 Inches. 41. S&*ory force math, pipes shall be AWWA C900 DR25 Class 100 (IOOpW). 42. The CoNradar shall subl* all shC7p drawings to the Engineer for flnol do er- mancee wnh the standards, 43. The comtrad or snail bar a mponable with c=4*mg with oil federal, state and /coal laws one reguletfons corntrdUng pallution of the, envirormnW. M DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 7127101 ZU49 REVISE. ADD NOTES CITY OF OCOEE A �? loilia/ ZMB REVISE PER CITY COMMENTS AN 44. hf is the Cortrartwe respa"ImI y to obtain o ow of the SWf Englnear's report for this project from EIa+yer-Singleton and Assod&*s% Im and meet the SWI Engineer's rapir"ants for soli promratlo, an the aft Co Proctor's Sails Engineer shall cWtlfy oil site, rutty. and roadway CwW&lon as well as underdrdln and pov&ment taanstruction to B %W_Singleton & AeW&des., Ina Gedech WWI recommendations are not ft responstbft of 80100or-S11:10/eta► & Assodlate& Ina, Bo*W-Singleton & Assodotes. Ir. has rem*, on the referees geatect»Jca! report In the preporatlon of these pions. Any o+owhf/ic t between Infar- mat/on within the report and those 06AS $fa/1 be reported to the Erg/need Owner. 8oaryeer-Singleton & Associates, Inc. assumes no responslN10 for the dorreactness. eorwetenass or oceurary of the geotachnlotal Informatloc When the plants and/or spedfledlats contolrt the results of a silts survey, the contractor shall naf CwWrus Sant,;!) dots es a guarantee of the deep t, extent or chdrarxor of mot 1101 pr&V". n IS the respahslbtlhy of the 0"rotor to make ory nee &"),y examinatfon of the site and Of any mdteriat souroes Indfcaed In the plans to Irffarm NrrAse f of the caanornions under wNch the work Is fa be Pterformed. 45. Eroslorn Cortrel Now A. Provide effec IP" teoorary, and permanent erdston cpvtrd following the reequfremonts In S0016n, 104 of the State Dbportmall of Transportation Stlandords and far Rood and Bridge Construction` /996 Edhfla% OrDOT SaVla t 104) E C'&Vrd features, methods and OWN" lnduded In We contract include the following as Indicated by X In blank: 1. ,.Z- Coordinate construction of t&nootrary erasion control features with permanent &-Aston control feature& 2 _Z_ Coward opa>>aratlons which cowry result in Water Pdlutl0% (FOOT Sedtlan 104 3) 3. Prmelde schedule far dearing and grubbing. earthwork Marotta) and 0&Wruct1an of perE±rc.►r * erasion oan- trol features and proM."d use of leaWary &roslan co tro► feature& (FOOT Section 4+5) 4. Umftatton of " otSure of &erodible earth wlthmot tew*w- ary or permanent contra features ure,,s Is S.F. (FOOT Sectloa 104-6.1) ..X.. T&emporory Grassing 00".40 6. _Z_ Terri wary Sod (1C4 &4.3J t.-.X_''& r0ordry Mulcting (16#�&4.4) 6.,.._ Sdndbagging (10*-&4.5 9. - Slope Drains (KW A4,6) 10.-SWI~ OwIns (04-&4.7) 1I.._.- * Hilda Covering& MWA4.8et 12.... -germ& (/04A49) 13.-.9., Baled Hoy or Straw (!Of -fa ") 14...2:,.Teert;pdwory Stet Fenders rend Stoked Sl/t Barriers 1104-6.4.11) IS. mr #&lathing 51/t Barriers (104-6.4d2) IS. _X JW"" P&MIWdry erosion C"rol features (104.6.5) 17. -.1-Aidlrtatn peermaneut tgbordry erasion Control features (104 T) 18. -A- This aaatrodt design has bee*,, approved by the OWNER and regu/aftary ogeWes having an /merest Jn erasion control obot+emant. In its flnal form the design meets or exceeds the srilntmum `standards. At1 tempgrary erostors cotrol fftfures required during eonstructlon shall be constructed by the Contr"a", and the cast ther&eorf Includetd in the Contract Sum as o regular o lgalon Inddeuntal to the! Work. G OtW&V Oanstrta 1&) tltr! Contra*,. W IS to Instal1 d turbfdh►y "eeen ar sin fence along rear lot /Ines for all /as obufting COIL""otion Areas. D. the Croirtro+t- Is to submit eta &roston cotrd pion to tier CO of Olcbee for 0AWOvot prior to the p-6c0n81ru&10n meeting for tlYs project. E. The Cotracftor is responsible for motrtdlnfrtg oil 6"oelon proted/orc Sepe- dd/y In the Canservatlot Areas. during the emir& construction process Indudln0. r*Vtrs. Oft to prevent day SNOIon from enter/np than areas. F. The Cotrodan AS respawnsfbfe for providing land meeting all re►qutron"s & aandnJon.s assodotea► wnh the projects EPA-NPDES tot SPormwo►&- Permft Induding moattoring r000Ar&7W#& Contractor- Is ft designate prior ft short of construdlon this responnsible person for molManonft and r&part- /ng needs of the Pblluttot prevertlon systems On sae during the co Wrud- tion phase of the project. G. Prior to start of eaaastructlon; the Cotrdcwr w111 provide a rope barricade Of the Conservatlorn JW/adlcOona/ Line so as to restrict ail cress of tiny vW010 or person Into these orgies. 4& The Confrdrtor shall be responsible for protecting ell exlsNrq survey mornumen- fatlorc L Isfurbed manumserfrlafotlot shill be restored by a Florlde-lleernsed land aurveyor &Weoed by the Owner at the Cotrdctar's exrpe ns& 47. Existing confoure shown r#X&s&nt learns 4rddlnq. Wet season groundwater 010v&I&V are equal to or greater than 18' below b*Y= of pavement base. 48. Efu& 1WIftt" P"nent Markers shaft bolt ploY.+ed In the cernbr of the drtvinp lane In front of all Fire Hydrants. 49. ftftfy sewer shall be PVC .00 35 or DIP class 50 (&P. shall be pa wlw 10te411twi 50. ControcYrr shall vlan $ftts to fomlllorite Mmsehf wnh existing COWNata prior to bid. 51. Arty &**my *ewes- System bulb* for phasing of the protect shall have a Ia Sto- Wltted access road over the /ft* and shrill be constructed to end Including the next manwo wnh a I& utllhy ease mom cRr IWed over ftna pipe attar manhal& 52. Tin Firs/ Subdlvlston Pion Is subject to the approved Prollmfnary Subdivision Plan. 31 Misewleneous Engineer Notnflcattons A. The Cortracw shall provide the Engineer 24 Mur ddvonde rthtiflcatlon for the following co nstruetiot and observation, adtivnleess o. Sanitary Sewer Laawng and TY. intspeolon b. Conneolbns ft Existing System a Thrust Bloot Pours and #69trolnt Ca%_1801 ns d. Storm Drdlaag& Lompfing & inlet Top Pours (awnfordng Slaw C1100k) f. wow & Farce Mart Pressure Tests g, 6+acterldogleai Sdm/aring h Base Dblservatlowt & Sounding t. Asprnon Ploc&meynt j. Pra final /rtsdsdtlan k. Flnot lnspectlowt $. Tile C".eOC r shall kNo DAILY 'As-ul/t" drdwings &W make thernf -Wdfly occeasSIN& C. Prior to t/e short of construction the Cexrttrodtor shall pare and &im* to tin Engineer o proJ&d construction schedule [Bar GrOAV and update sand schedule or) a ~my basis. D. Measures shrill b& taken to Insure protection of groundwofer and sal resources. E. The Cotractor she/1 ooardlnale Oil b01:kf111 operetIOU wnh the ft*Adent $ills Engineerr and &/Drina Test ft*-ts ldEngineer prior to begtrming *,tank os the next ft" of work, I^ subgrode prior to curb. F. The Englrteer reserves the rlghf ft require the Cotro&&- to unwwe>er. rertestt end/or perform cry owoo nom"ary to ensure that the Inw&►emenfs toga been constructed in awor d'6rIce with the plan& and spectfIC&I vts. C. the Cortrdcl+or sha/1 p-ovtde aS.A with a OW cf the Sanitary MOW TV rosu/ts. 54. Any dlsdr&poncy between the dtmernslans and measurements shown on the pions and the actual field condnfo,s shall Imrredlat&Ny be broughf to the Engineer's otteetMAN& Foliate to do so, and to continue, canstrualft shall mrlke the Cotroc- tflr cm»pted* liable for whatever errors and/or pro store that mW s&"quenlly orls& 55, it will De the r830&W1b1111Y of the Conlra&ar(s) to Insure that all requtr&d permits dry ohtalned end ore In hand at the Job site prior to the Of constrLWI& : Cortrd&W Shall abfde by of omWftlons ootdlned th areeln. Permits Ineahrded (but not neaessoriy //a~ tW ores -Water Memgemtert Drfstriet. and Stord" Of Surf" Wcllers FAEA. Water Dfstrlbutlot end FAE.P. Sewer Dfstrl"fa) t ocal right of -way use -Lotoal underground utllnles ft The! Artf&'a* Of I11c0rparat1&7 and *f4w& far tree HoABmdotfdn. Deca►dratlot of C&+enonts end Rest-/CtlQrts.at7d any @080ments ff&& ben aWaved by the Chy AMorney prior to plotting. V. Coratror taalr to pe^fo-m construction in contptlonce wNI) S.J.R.W.M a perm/t A.W. At gilt lnf wmarionr As-Au11t drawings will bo required for the fdlowft Inform&IM A) Sanitary Sower I.7,40 et&vd#07 of each monhWe frome and cow. Z /AM? Of each tine a/IV and /eawlrag each manhole/strutrlduur& 3.L&Wh of &ache run of man between mW&Wse (center ft wntetr). 4. **of grade of pipe between mwiMle& 5.Locate oft service wyeas from mdWWxttw wnh depth at Id /tie . and distance from the man Ilne: 6.L&X" With fait» permaftW vistbte objects all fittings/o"ssorles mat visible from the surfocae (minimum two pant ties). B) Storm Drainage I. TOO a &wation of Oft* monluf front& and over/orate as well as Of/ other struduretis (headwalls, d ortrol struotures. eteJ 2./nwer1 etevatlon of each line entering tend ledwlng ftch &fnX ff&1 eduding undwdraln pipes. 3.I0v&rre of all mfterod &end seetharxs. 4.Ac tt of grade of pipe between &VMffe& 5.1nvesrt efl&watlon and two hxrfzorto/ ties from PW)Wnert vtslb/e olbj&dts to all storm stub -outs. C) W&OO System and Forcdnalns 1. Actteal lengtfes of pipe betweewt dronteheer and valves In no run. 2. Locate with mfteasureltaernta froths AWfi*1 &rt vlslbale ob.1a is ill fittings/ daa+r.46 r/e►s not visible from thee surface (mfrYmu)rs two pali7t Nets). 3. List the deeDthts of the lines at oli volVerl,fh7htis and fire tydronts. 59. fftwd Dlrowtnge At the end of eoastructlofts► dais C&,Wa&&r sfhta/l ptOwtde one set of drowtngs ofswing ALL CHANGES marked In waterproof red with the follow- Ing Contrd&w Certlf-ACMA&t executed on EACH SHEET: the Contracctor, hereaby cerftfle►s t the OWNER that hW&►ewmarts oov&red by thfs drawing end the related defalts A" been constructed os Indleated or as nwl flw by tft nr is one gropNeS shown: AOeewt o mane or groptic to the C+Ottrory. the im- praa+errr ate halm& ben constructed ~ft Industry standard tderaimm. $Ignede .. ........ DW& Acrthprlted Cotrartfor's F�bearesenrhratl„e SUBMITTAL DATE � � � ussocILATES9 INCORPORATED / p C CITY OF OCOEE FLORIDA GENERAL N7 ES PRAIRIE LAKES DATE APRIL 200/ U OR COUNTY CITY DESIGNED ZMB W.M.D. CHECKED NJG FINAL APPROVAL SCALE NTS ENGINEERING • PLANNING • •URVEVING • INVIRONMENtAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 r FAX 407-649-8664 ENGINEERING BUSINESS 01221 80 SET PROJECT NO. PL02-203 FILE NAME PL02PGN.001 AS -BUILT SHEET 2 OF I7 12/05/01 0 m SOILS LEGEND GROUP CANDLER A CANDLER-APOPKA A 43 SEFFNER FiNE SAND C TAVARES mer SAND A TAVARES MIU.HOPPER FINE SAND A SINGLE-FAMILY SETBACKS LEGEND TYPICAL TOWNHOUSE LOT DIMENSIONS NOTES ��i•1 1. �Yrr1.,r. 1. MINIMUM LOT SiZEt D scrdPT7191A► EX15T1NGi PAQR05ED TOWNHOMSS -1700 SF Fir SANIIAfl'+' SETTER SYSTEM _ _ �� � 4UNiT .7 to 201 20' 20' 20' SINGLE FAMILY HOMES - 6000 SF - (. Sf om SEWER SYSTEM ..... rr..r.nul TOWNHOUES -1100 SF REAR ' ' --� 2. MINIMUM LIVING AREAL WATER SYSTEM - -tea-- ------►4---- ICY REAR SETBACK SINGLE SIB SFAMILY POW M O%W 3 ALL OPENRE SF STREESPACE TRACTS, ENtiVN AREAS. AND CONSERVATION AREAS WILL T'SIDE25' - -_�_ - - -� Z1 mmll - -' - - 35' BUILDING BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIAT/ON.EXCEPT" FOR W PRIM JVHW ELM OF PRAINE LAKE TRACTS J,K.L & M WHICH WILL BE DEDICATED TO THE CIMSTREETS WILL C"NAW STAt,JCT1OW 03 � TO /880 Sf✓UN1T1 S.F✓FLOOR UP BE PRIVATE WITHIN 'THE TOWNHOME PORTION, AND PUBLIC IN THE SINGLE FAMILY TO SANTARV STAUCTUft S4 PORTION. L{ii' IVtiAiBER 8' SIDE SETBACK 4r THE CITY iS SUBJECT TO THE TERMS. PROVISIONS AND RESTRICTIONS OF BENCH�+ l i �.+ FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIUM ON THE ISSUANCE MARKS v .7 •rr.rr.rrrrr• OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAW - EX 6!"X1Ni?AA+' FUL AUTHORITY TO EXEMPT' ANY PRIVATE ENTRY, OR ITSELF, FROM THE APPU- 4' SIDEWALK CATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSI- ORANGE COUNTY DATUM: E>YlST.IdO ITA:FLGOID EL>�lBli t " � '- - -' ?'YPJ 20, MIN. DERED A5 SUCH AN EXEMPTION. I. BENCH MARK•R-214-00358.SEC.(9-22-28)R.&SPIKE IN THE WEST FACE OF PP 077141130'E.OF JOH10 SHORES DRIVE & 900'? S.OF AD.M/MS RD. 1 CAR ON DRIVEWAY PER UNiT P-D Zoning - Not Platted 5. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR A BLUE REFLECTIVE ELEV.132464 I CAR GARAGE-1 I MARKER SHALL BE AFFIXED TO THE STREET 1N THE CENTER LANE CLOSEST ^' PER UNIT �• TO EACH HYDRANT, 2.BENCH MARK R-214-001-MSE'C(3.22-28) RR SPIKE IN THE EAST FACE OF ' �, ,.,..... - -• - ' •' ��' " " a _ ..- �' ..._ , ,- _ �� krOWNHOME ALL SUBDIVISION IMPROVEMENTS WILL BE DONE iN ONE PHASEINCLUDING PP • 14,30'W.OF JOH/O SHORES DRIVE & 250'? S.OF A.RM/MS RD. - ^�'- -%" "" .1. 87 - - _ - -t - - W r , -�•� 1 I\ ! \ l \j THE POOL & CASANA,AND ALL OTHER COMMON AREA IMPROVEMENTS IN THE ELEV.128D67 •� _ ��r i�'K` ;v►LQL�- ^ _ - 90 'i -` - - n ^ ;T A�+i l / ti (r • ! \ t , PORTION OF THE PROJECT. 6' BRICK BUFFER ; ; = ►�_� - - - - 3 v I �5' BOOK WFJ� ER r_ 86 �. -• _ .- -` 9 y '� a--"•a-..�,. �•�' -""`'••^♦'^`� %- - v _�L-` ' 7. ALL HOUSE AAfJ ELEVATIONS SHALL EXCEED THE 100 YR. FLOOD ELEVATION - -� >� �. "- - �- - �- 1 BY M OF ONE FOOT. - � A MINIMUM -•-f r o .••- .- , - r _ g$ ' r'" r--^� � ,� -� , - "` _ - � � ..� ^ - =� _ =-� = - �;,• �.w�.�._ - ♦ � I - - � \ i - ` \ � 8. PER SECTION 4-5fLX6) OF THE OCOEE LAND DEVELOPMENT CODE, A MINIMUM 1 ' A _ _ OF 3 TREES WILL BE PLANTED PER LOT. !' I � `_ ' y ? _ _ - - - - - - - - - ♦ f t �-' = 1� ` : 9. AT ALL CORNERS AND WHERE APPLICABLE. SIDEWALKS SHALL HAVE ACCESS VIP. j RAMPS CONSTRUCTED TQ ACCOMMODATE THOSE 1N WHEELCHAIRS OR THOSE J� - ' _ 9 �' - ' _ f • r ` • , ' ♦ , WHO ARE PHYSICALLY CHALLENGED. 9 r � /0 STREET LIGHTING TO BE PROVIDED BY FLORIDA POWER CORPORATION. WATER. P-D Zoning - _ Y r�•1"'R} O L: • •; j . t t I Ii , I SEWER, AND FIRE PROTECTION TO E. Ex. LIFT .. ''--�-�'"' � � f Ii ,I I � 6 t' 1 II'` D BY THE CITY OF ocoE _ .r.•• 8E PROVIDE Not Platted STATION .-�tF ' t?`T �I 1Q , " yt' Ill It t : •, ` /�` I I f r I N I1. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CER7 / Low Density r � I { I I Y O FICATION OF COMPLETION AT HIS EXPENSE, AND THE COST OF OPERATION WILL ' 3 �"' • ''' lj• r� ""�- -- 7 • `� •7t / �] ' i . • t '- i ' _' BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH CITY OF OCOEE �- ~ �• G L J` R 1NAG E'SMT. •• 1 _ I jyj' :� I - I II T I ORDINANCES. /� 4 U TRACT N �� �" t. ' ? - "'��� 8 f _ } -- ` ` I +� �. ,; , �` r • •� !% Q I ��JII , {I f I I l2 PRIOR TO THE APPROVAL OF THESE PLANS OR ANY PORTION THEREOF. THE �' �-' '• d • ' J '° b I �y I Jt I APPLiC4NTIOWNER WILL NEED TO APPLY FOR AND OBTAIN EITHER A CERTIFICATE BEGIN PROPOSED 6' ODS , r m�%' tp .SI©� r y : r' �- ��N +�' +G•♦ y ` LJ�tA i I 1 -{ 1, I OF VESTING AND/OR A FINAL CERTIFICATE OF CONCURRENCY PURSUANT' TO THE BRICK BUFFER WALL - " .�- ' + I -� �' �°` �` °' � j 3 � ( t : /fY�' .� �. p 1' i I �..� �f. ", } , / OCOEE LAND DEVELOPMENT CODE. NEITHER THE REVIEW OF THE PROJECT BY - i - �' •ar I r t 1- f r ♦ / ; • R 'A �--� t 7 i I. t� , y U THE C17Y NOR THE GRANTING OF ANY APPROVALS IN C10NNECTiON WiTH SUCH r ' '." ''♦ v b ,' • : / : '`` ` "" t. / r• • I1 - r -yt Ir I .! Q REVIEW. SHALL BE CONSTRUED TO GRANT THE APPLICANT/OWNER ANY ENTITLE r-• - f" / 6 ' ` S I r' • J) , rr 7 I �I I I lI � I j MENT TO OBTAIN A CERTIFICATE OF VESTING OR A FINAL CERTIFICATE OF BEGIN 5' ;; ' • , { • •yam r' .' D13� I ' 1 1 t . • CONCURRENCY WITH RESPECT TO ALL OR ANY PORTION OF THE PROJECT OR TO SIDEWALK f A 7..i,' . • DIG �"' f t + 7 { I -'-d I CREATE ANY EXEMPTION FROM THE PROVISIONS OF ARTICLE IX OF THE 0 EE -/ z% ,•, • • , �1} t 1 7'� I7 ! I LAND DEVELOPMENT CODE. ' r r .4 + ri• : ! 1 1 • f' 1 ! ••4• ; I I � It ALL UTILtiY.DRANAGE.AND WALL EASEMENTS SHALL BE FOR THE BENEFIT OF -' ~~'' + ♦ �. r . P- ~ !'j, 1 1 i ' •I I Ii , I AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE LAND BURDENED BY �-�' <% '�. ✓ .--' ; .r+ r „ + . { • ` •�'•+ t • + FH t f I II SUCH EASEMENTS SHALL BE OWNED BY THE LOT OWNER. UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT '�� _ •! • - %` f r \ #J } �� • ( I i { {{- ; II ' { THE TIME OF PLATTING. ,.'. • " { �, I �+� 4 h I �{ { {I { C) I•L ON ALL CORNER LOTS, NO WALL. FENCE. SIGN. STRUCTURE OR ANY PLANT fiROWTH - +� _ _ t 7��''��"" y i /^ t WHICH OBSTRUCTS SIGHT LINES BETWEEN Z-6' AND /O' A80YE ANY PORTION OF ,.�• ., ." "`� E + � r ttltitty 4' 41 [ 8 �� , - '�S i•' ,� • 'rf '4 9 ` '• - I II I{THE CWH OF THE AAACENt ROADWAY SHALL BE MAINTAINED IN A TRIANGLE50 tt FORMED BY MEASURING FROM THE POINT OF INTERSECTION OF THE FRONT AND I 4 � iI Ii D EXTERIOR SIDE LOT LINES A DISTANCE OF 25' ALONG THE FRONT AND SIDE LOT = „• � � �• � � } IiY' , { LINES, AND CONNECTING THE POINTS SO ESTABLISHED TO FORM A SIGHT TRIANGLE + `O OG � ~ ' " •`' f \ t \ ` • O� `\ \ , II (II11 I` Ii I I ON THE AREA OF THE LOT ADJACENT TO THE STREET INTERSECTIONS OF MINOR u�ttt •y ttE{ � - _ - tl t tI 1 cn 6l 2, - - _ - �9 y 1 ` 5 * r + t + Qi -"• .- ' J .� � � ., �• ti \ t i t � ' AND COLLECTOR STREETS I . \ I� l{ t ti t % 15. A MINIMUM OF TWO IIIO P,+4QK/NG SIGNS WILL 8E PLACED ON ALL CUL-DE-SAC B1LB5 � OBSTRUCTING TRAFFIC AND AS OTHERWISE DIRECTED BY THE CiTY t \ Aye"/'�� Jj�++� )t , 4 s �i. g ,' �•` - M . _ .8 \ ,t� \t I I j{ II ~I {I I V OF OCOEE7*0 . V t ! ♦ • �I Y' f .� \ \ •� \ i ,`• III `a �yt�� `,. �9 O , r� , . r _ y - _ ` _ ti ` ` ` ` ` \ + \ �" 14 1 II ' �} QA 25 MPH' SPEED ZONE SIGNS ARE TO BE PLACED ON ALL STREETS IN THE SINGLE- S 41• O•'3$ • "� / '.• i _ ~^ _ - \ r t r \{ I I I { tQ FAMILY PORTION OF THE PROJECT. & 'IQ MPH• SPEED ZONE SIGNS ARE TO BE PLACED ` ` �+ \ IN THE TOWNHOME PORTION OF THE PROJECT. / ` TOT LOT �' � T l�'1'.•.. S-t' �' � {I r I{ ` _. / 1•' , 1 rr`, �'♦ 1 r a ' 3/ \, • i " .,, •,♦'2; / iIN {• �•�,` �V .. tl.BUILDINO SETBACK S Q' PArNWAY ✓. 1N eI CLARKE ROAD ` t HACKNEYPRAIRIEROAD 3LY PERIMETER -P5' LEGAL DESCRRErI- '': _ - , \ • , � \ r 4/ , `•• r I II f I{ ' i 1 i t t ' �• + ( t 1 ! / "" ".. r` �^" �•a ` ` �• ` `` \ \ • \y \ • \ r r \• ( ` PRAIRIE LAKE (NHW EL83) - 50' t 1 tt t i` t tt 154 Jr• `� M✓ >s• .s^' 1 !7. f r / ! f i r ' ..'' - 4 . ~` . ` ' ` ` I \ \ ` \ \ - .•, I QL CONSERVATION AREAS - 25' tb �Dfl, �Jr r _ ` . \ , \ \ \ J. r \ r. G7 ��--" A PARCEL OF LAND LYING I N SECTIONS 4 AND 9 TOWNSHIP 22 SOUT 1 �' 4 • / <� / ' r .�� , \ i? �• ` \ \ \ ` \ • L' t ' • y 11 l , j a r ar t ,.<� . ` h �, , I I y, , I 1$.ALL STOP AND SPEED UMl7 SIGNS SHALL CONFORM TO F Dt)T. INDEX NC600 . RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, BEING MDRpttt itttr • 3`'t ' t 1 /�j I �•' ` `: ` ` \ r \ r ` , t v \ SHT.9 OF 10 .ALL STOP SIGNS SHALL BE 30'X 30'AND ALL SPEED LIMIT SIGNS PARTICULARLY DESCRIBED AS FOLLOWS: t{ \ 1 t FH - - -�- \ . I ��. ��!: ` \ k `• r \r trII II I -II II SHALL BE 24'X 30'. t t t +, t t 4 \ r' ! t I �• : Vie- \ 1 r t\ D'► I COMMENCE AT THE EAST 1/4 CORNER OF SECTION 4, TOWNSHIP 22 SOUTH,:itttt ttti`t 2 ' I9�• % \ F' + / f -' j • ; ' ' X•W IT .� y ���� �\ `I s?\ \ ii /\ \� {. III ` {I :I wATERMAJN FR7/NOS ARE SHOWN.HOWEVER THE CONTRACTOR TO ADJUST FtT77NG5 f , si ) \ \ v ® r \ %fit \ \ I , { O AND PIPE DEFLECTS TO MEET FIELD CONDITIONS AND MANUFACTURERS l 24 F f \ 44 t X. T2.9� �,� •.. . _ \ r r \ ll m RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLOR I DA t THENCE RUN: l 0 \ tit \ ` 1 �► D26 . r i , S .�.�' �' *.. r t \ , I } { �t iI , II 11 SPECIFICATIONS. S00o15'50"W, ALONG THE EAST LINE OF SAID SECTION 4, A DISTANCE OF 7 lttt 35 r ' ! t �, t i : 10/26 } �� �.'••a ` `1� \\ r \1�i/ 1 1 t: 1375.46 FEET; THENCE DEPARTING SAID EAST LINE, RUN N89044' 10"Wt A tt111 4 t A SIJC. jp �� 1 { t I ! t f ; ; 1, �� t , '4 , 1 pt . t , , t 1 . {/�ACi TRAFFIC SONTROL SIGN LOCATIONS TO BE COORDINATED WITH THE CRY OF OCOEE i i MU JyPU E a t FH • . , i I r v • ' T RAC7" E • t -1 +� { t i t t PUBLIC WORKS LPARTMENr DISTANCE OF 684.79 FEET FOR A POINT OF BEGINNING THENCE RUN r Ill Z 4 . St1; I.) +i tt 1 {t E r ,. ; o t " t E t 1 ,' t ' / ��' r ,• t • i 1 { �/ ll L'.�+ 1 t. °'' i t t f 1 ; } I F {I t •, - T PJ CONTRACTOR TO PROVIDE EROSION CONTROL AT THE CURB INLETS DURING S00°33 54 W A DISTANCE OF 737.49 FEET THENCE 579 4fi 2fi W A ! e • + • 1111 yl t iW 1 t t t t ; + , lira ( + \' , �Rq/ r t 1 C° 1 e ' 1 7 J i t ! ,1 1rt Ii { { CONSTRWTION BY UTILIZING THE TURSIDI Y BARRIER DETAIL SHOWN ON SHEET 4. DISTANCE OF 313.73 FEET; THENCE S010 18' 25 "W, A DISTANCE OF 604.34 't�' - 3 ` • �./y,� i S t t S o 1 1 1 � � { � I f ► 1 t air FEET; THENCE S12o 14' 43"W, A DISTANCE OF 245.66 FEET; THENCE �.! �E_ t S 1 { t �1 1 r la 1 I t I--i �Cobbage Palm 2 e ••�, • 1 -t *k '` TfE�L D uN£ '` • ,� yr:l J t t t � • 22 THE WATERM.4/N IS TO BE CONSTRUCTED BETWEEN THE SIDEWALK AND THE S34o54`34"Wt A DISTANCE OF 249.D$ FEET; THENCE S77'04'25"W, A _ ) • J ♦• S I t 1 Ft•L i 1 1 1 li I r t '�-- - Drive BACK OF CURB.tfNLESS SHOWN OTHERWISE ON PLANS. DISTANCE OF 297.49 FEET; THENCE S06o 12' O6 "E t A DISTANCE OF 90. 38 ram _ • ••.., t w� � . o . �• 3 1 i � �'h j.1 ' i i 1 c L :�I' r " ar'i. t II i • ' O� • I / f , :HERE WILL BE A MINIMUM I5' BUILDING SEPARATION BETWEEN HOMES !N THE SINGLE FEE? • THENCE S77o 09' 34 "W A DISTANCE OF 194. 6fi FEET TO A POINT ON - -' ' - - - - _ • 8� ©•2 , t t t t • t yr " + i - .� 6 . ' ' ` -7 ' -1 • 4 r/ • '� t t t f • y � = / i f ��FAMILY POR7KJN OF THE SNGS IN *T AND A MINIMUM 20' BUILDING SEPARATION THE EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD AS RECORDED IN / ` ` �` - / +� ♦ / , t { • + ` I _; rt i % BETWEEN SEPARATION BUILDINGS !N THE TOWNHOUSE PORTION OF THE vtr Buwm OFFICIAL RECORDS BOOK 4352, PAGE 1655, ORANGE COUNTY, FLORIDA, TRACT ; '; \ `,� \ tt '✓T �� 4/ E 1 t 1 } ! 1 t+t ) ��% fit' ��',%-'43 r�'.' ,1I �� 11 /)r ,9; t 1 t 1 1 III\ I YI G / y (FlREWAGL SEPARATION ONLY BETWEEN /NON/lXlAL UNITS WR H(N MULTItIN(T BUILDINGS!. SAID POINT BEING A POINT OF CURVATURE OF A CURVE CONCAVE O,IC,� A(;. H c / 3V 37 ! `' t t t t 1 1 f J i �• r '• : : f �'* (,r ONO*'E* (II I{tI , II I �+�r SOUTHWESTERLY, HAVING A CENTRAL ANGLE OF So5$'43" AND A RADIUS. OF \ �� \\ _ , "+••4 • 8 39 `,�/ • t \ t 11 ! 1 t I # r 1 .!�' �';'� •" l �; / I rirI S t 1 \ I�6 R/W 24DEVELOPER TO APPLY FOR AND RECEIVE A F--.UAA LArVRMUST BE OBTAINED 3324.05 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A \'may\\ COMP �/ 1 � 1 � •,�' � 1 1 - ! t I c� _ - �r•" l t i 1 1 1 1 r �r t { PRIOR TO CERTIFICATE OF OCCUPANCY OF MUSES ON AFFECTED LOTS DISTANCE OF 1122.56 FEET TO THE POINT OF TANGENCY; THENCE RUN THE POMP- sf 1 " ., ~' �1 ! t C `j - - _ :•►y` �iJ�� - ` ` 1 ! t ii FOLLOWING COURSES AND DISTANCES ALONG SAID EASTERLY RIGHT-OF-WAY �:` �\ 7"�' I ' 1 ` �^ j -, 1 1 tE i iir •"''' ,� J isl ''�� ;•f 1 ! i t 1 \ i °' 4 II { / � 8G � , � - t al \ i � .•' ,. s" � ." it , • 1 f S ( I "'�" 25.TOWNHOMES AND 5/XGLE FAMILY LOTS WILL HAVE INDIVIDUAL TRASH COLLECTION LINE; THENCE FROM A TANGENT BEARING OF N12o48'08"W RUN NW EL RIE '� 1 f "•• { r , _� �. .r'' �. ;,4 ✓ 1 1 t ► 1 1 1 1 II 1 iI . PER CITY REQUIREMENTS NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 34fi.85 LAKE-83 \ `� '• �,` \t`� j- L fLL"' 4~� ,•.•.•-'r I ; ` t f Lo 1 i II I Ii I FEET TO THE POINT OF TANGENCY; THENCE N18' 46' 51 "W A DISTANCE OF �� ` / i `��,� Z'R s c, 61 ��. • �� f' ; t i S uy 1 8 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE • ` 4 ` 8� ` - --1 - - . • - �� `~M.�� a ' - - f - +•""� % :':' + t 1 1 t I 1 1 iI I I{ NORTHEASTERLY HAVING A CENTRAL ANGLE OF 190 5fi' S8 " AND A RAD I US OF i f ^`�� r °P 2 ' l .s.r.a++�•"" PI t3 ' • A/ i ; i T S { t 1 1 t II -Ii I �. ♦ .w.rr. P. 3224. 05 FEET; THENCE RUN N010 10' 07 "E ALONG SAID EASTERLY RIGHT -OF- 1 ' y1 - -~ ",." *r / 1` _ _ h`r _ - _ _ - - f i ,,. WAY LINE A DISTANCE STANCE OF 326.60 FEET THENCE RUN N45.31 08 E ALONG \ \ ! ��.:•�''� - -- - _ - - - - - t . t : y , 1 i _ ••-.� � � r •• ir�1, • ? 1 E 1 SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 64.36 FEET TO A �. `�'`•. \ _ _ _ 1 ` ~ - \ �� - - - - - `T j # .�• i f) 1 1 1 t I j+ {I I POINT ON THE SOUTH RIGHT-OF-WAY LINE OF HACKNEY PRAIRIE ROAD, AS • - --- - f fi 11 �II \ �� �i j 2• ? 1 t 1 i \,� � j RECORDED IN OFFICIAL RECORDS BOOK 4352, PAGE 1655, ORANGE COUNTY, 41. \ WEIR J „ ` . ,1 ` r ` ' " • , r I t 1 tC II , FLORIDA; THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE, RUN `\ , ""- _ --../\-+- �� - �••. ; f� t 1 i t T" �``I�II II o " SOUTH RIGHT-OF-WAY LINE A DISTANCE STANCE DF•`�... • N89 52 08 E t ALONG SAID 50U , AMR WOW- _ •1274.70 FEET TO THE POINT OF BEGINNING. �5.►GR M%Q • ` -_ _ 1 t W { } • -41.t ,...-- • '1 , \ ry QWETLAND LINE . a \ � �, ' 1 CONTAINING 44.949 ACRES, MORE OR LESS. � DEVELOPMENT SUMMARY �- v�I2 _ - 1 { f � ) 1 1 �• •t \ •'� .. -it • ` ' ~ ~ ' `• � " _ , : , ' t / � : � � �- ! ► f 1 I � III �� � , TOtAt SITE AREA: 44.93 AC. �' • E 1TIr'L/w�G- i "`• . ti _ "! , ,+ • m r i t 1 ABET D£VFLDPADLE: 34.7 ACRES - AS APPROVED IN PRAIRIE LAKES PLO .�'• �...�.. �....-.....,........ - •.1.. r. • ,� \\ \ L : • T •• 1 jy 1 i 1 J i i ILr 1 I GROSS LARD AREdt 44.93 ACRES �-•••+... • � � ...t' � �`�� � • � t fF {) DENSITY SUMMARY ON SITE POST-DEV. t00 YR. 6.63 AC (AREA BELOW POST DEV. t00 YR. FLOOD ELEV.I •t " ` ` j % t 4 4 • 1 �t ! 1 vi t 1 11i IW'1) I I FLOOD PLAIN.* FOANNOAE PARKING: 212 (? SPACES PER LIMIT) 3� ` x ri + i t w 1 t` 1 / t 1 S I{ (I y APPROVED: NET LAND AREAL 30.55 ACRES !GROSS LAND AREA - AREA BELOW POST SLIEST PARKING: 32 SPACES ••� ` �+ ~ ` • t • t i� 1 t 1 f 1 I{1 III II II OVERALL 7 DU/AC 3.9 DU/ACA D£V. 100 YR. FLOOD ELEV., LESS TRACT £) SIDLE -FAMILY PARKINGt 2,€pty £ PER LnyT,L(• HIDE PURL tG R.O. j ) • � \ •� \ f r ti { t t I ,a°,, t 1 I WETLAND LINE �.. , . ; • If {s i I o 1 , , , I I f 1 � II 1 SINGLE FAMILY 7 fAl/AC 2.3 DU/AC OPEN SPACE REOUII�D: t t.?3 ACRES (23x At TOTAL SITE) 244 SPACES TOTAL t2.3/ UNIT) �,,��/ rOt1maWs 7 DU/AC 6.2 DU/AC OPEN SPACE PROVIDED: 23.75 ACRES �T" r N�7iI £L.PRAIR/Lr' LAKE•83.t� r r ,. `\ } t '' t i t t , tit t II jII`,ii i II I ©NOrtr FOP CAOSS-SEMON C-O D-D E E AND F-F RECREATION SPACE REQUIRED: 1.96 ACRES (5 ACRES PER t,000 MS.) AVERAGE DAILY TRIPS: t 175 ADT (60 SF x 9.55 Am + \ + \ } l �• t i 1 t •_' t i ' ' M • ♦ ! T RACE K t t if; t cit,)) ;�1, t,t I I �I f If F s£E sH££T 3A OF n. RECREAT1LA1t SPACE PROVIDED: 6.34 ACRES (PARK, TRACT F, TRACt C, (t06 TOMlV1fDAES x 5.68 ADT) /'� mow:•, \ • • \ � � 4 iq % 1 i it 1 it t ��' { II I TQ fDAES: SINGLE FAMILY: AND THE PASSIVE RECREATION OF TRACT HI PM PEAK HOUR TRIPS: 118 RN PEAK (60 SF x 1.01 PEAK) • Prairie Lake' �/•39 /'•✓ \4 \ • • ` \ \ ` \ SINGLE FAMILY SITE 17.74 AC. FUTURE LAND VIE DESIGNATIO(t AlED1GW DENSITY (106 TOMNHOt{ES x 0.34 PEAK) • \ o> TOIINHAVNE SITE 4. tQ AG. TRACT C 0.14 AC. 14-6 DU/AC-) jCHMS \ • \ \ \ t r t t i TRACT A 0.28 AC- TRACT D 1.20 AC. xrlsT L41tI : P.U.D. (LOW DENSITY! • 1 i { t t1 II III TRACT B 0.44 AC. L TOTAL POPULATION: 392 RESIDENTS t3 RES./SF UNIPt ? RES./TOM1A(DAEl •'••• ,,• \ \ , 1t t i t It j t 1 I II TRACT 0 D.04 ACA AIAX. ALLOWABLE DENSITY: 7 DU/AC. •• ` { ` 1 1 t ( TRACT F 0.38 AC. PER PRAIRIE LAKE PW LANE? SCHOOL AGE POPULATlONt 79 SCHOOL AGE CHILDREN (lox OF TOTAL POPUEATION) `.• \ \ �� \ i t ! f,+ I p y II TRACT G 0.58 AG. ASSOCIATED DRAINAGE 5.30 AC. . \ ♦ „ 1 �+, ! f (PORTION TRACT NA USE PLAN :REVISED 5120196) DISTRICT SCHODLSt CLARCONA ELEAENTARY, OCOEE MIDDLE, I PERVID&S AREA - 19.21 Ae. • , il� }I TRACT H 4.06 AC, PORTION OF TRACT J (PARK) W 1.37 AC. At4XIMUM ALLOWABLE UNITS 243 UNITS NEST ORANGE Nltii PERVIDUS AREA - 2-4.T4 Av. ♦ • f i TRACT I 1.74 AC. LIVING AREA REOUIREAENTS- SINGLE FAMILY MINIMUM - f 400 SF ♦ .* a t 1 t i \ TRACT L P.39 AC. /� ABOVE 100 YR' nVWOAE MINIMM 1, 100 SF UFILITIESe TRACT M 0.t9 AC. /..� TOTAL SINGLE FAMILY ACREAGE 25.79 AC. WATER PROVIDER: CITY OF OCOEE •. t t j 1 + t ro �!� 94XIMNBUILDINGHEIGHT: 2STORIES ,• • •`\ \` t, • TRACT N 0.05 C. TOTAL SINGLE FAMILY UNITS 60 TOTAL POTABLE WATER! 46,079 GPO! (60 SF x 300 OV x t ERU) * •,• �• ♦ t \ t 1 y i t i i t E /�1 1 \ ASSOCIATED DRAINAGE 2.35 AC. SINGLE FAMILY ACT DENSITY 2.3 nr)ILDING SETBACKS: f106 TDMM(O�ES x 300 OPD x .803 ERu) � t ,' t 1 1 e�---t->�i1STING 100 rp.h J0a (PORTION TRACT EI CLARKE ROAD: 5D' WASTEWATER PROVIDER,: CITY OF OCAEE �••, \ , t \ j 1 .o} 1 �`A` { E! t , � \ PORTiOV OF TRACT J (PARK) 2.43 AC. C ITE DENSITY: HACKNEY PRAIRIE ROAD.* 30� ) tit. 8 ,/ \ I ABOVE 100 YR. tOTAL WAStEWATERt 41 472 I.PD f60 SF x 27O GPD x t ERUI + 1 \ 1 i [ TOTAL NET AREA 42.10 AC- PERIMETER: 25 (106 71711 ( 3 X 270 CM x .893 ERU) t , t 1 t ; \t ♦ kj TOTAL 100WONE ACREAGE 16.99 AC./7� TOTAL UNITS 166 PRAIRIE LAKE (NNW EL. 83.0): 50' % TOTAL TOMNOW LIMITS 106 &':•', 7 CONSERVATION AREAS: 25, SOLID WASTE SERViCEt CITY Olt' OCOEE • GOAPOSITE NET DENSITY 3.9 SOLID WASTE: 2,352 POMS (6.0 POUNDS PER CAPITA) . R-lA Zon�g - Not Platted 1 TOMNI(fAIE NET DENSITY 6.2 •r TRACT J' AREA IS ALLOCATED BASED ON DOMING UNITS PROPOSED UNITS; W TRACT T' AREA iS ALLOCATED BASED ON PROJECT AREA SINGLE FAMILY LOTS; 60 TELEPHONE PROVIDERt'' SPRINT TOMNHOUSE LOTS: 106 ELECTRIC PRQVIDERt FLORIDA POWER 166 TOTAL R E V IS TO N S SUBMITTAL DATE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OF OCOEE FLORIDA DATE APRIL 2001 CITY OR COUNTY DESIGNED NJG,DMS 10/t/0/ ZMB REVISE PER CiTY REVIEW 5/21/01 ZMB REV. POND. ADD STORM PIPE i 11120101 ZMB REVISE PER CITY REVIEW ;' • 6/18/01 ZMB ADD WETLAND LINES PER S.J.R.W.M.D. Q FINAL ac A S S 'r•�' `� I A It E SJ INCORPORATED ^ 1 � �` CHECKED DAIS aapRovat OVERALL ROLL SIT E PLAN scAL� r-�ocr 11128101 ZMS REVISE PER IN-HOUSE Q.A A 7119101 ZMB ADD WETLAND SUFFER UNE,RCP PER S.JR.W.M.D. tNOINEEIIINA • PLANNING * •URVITINO a ENVIIIONNENIAL PROJECT NO. PLOZ 203 4 BID SET 520 SOUTH MAGNOLIA AVENUE s ORLANDO, FLORIDA 32801 2 1213101 ZMS REV. CONTOURS PER DRAINAGE MODIFICATIONS 9 7127101 ZM8 REVISE.ADD INFO. PER CRY REVIEW 407 -84 3- 5120 * FAX 407 - 6 49- 8664 PRAIRIE LME FILE NAME ' PL02COS.001 A AS-OWLT ENGINEERING BUSINESS 01221 _.---- SHEET 3 OF 17 12/05/01 COND I T I DNS OF A PPRO VA L 22. TRACT J & K WILL BE CONVEYED TO THE CITY BY THE EARLIER OF THE DATE WHICH IS fA) 120 DAYS1. THE CITY OF OCOEE t5 SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF AFTER THE PRELIMINARY SUBDIVISION PLAN APPROVAL, OR (B) THE BUSINESS DAY PRIOR TO FLORIDA STATUTES 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING THE COMMENCEMENT OF CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TRACT J & K WILL BE CONVEYED TO THE CITY BY WARRANTY DEED IN FORM AND SUBSTANCE ACCEPTABLE TO THE TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPL I CA T ION OF SUCH CITY FREE AND CLEAR OF ALL L I ENS AND ENCUMBRANCES AT THE DEVELOPER'S SOLE COST AND EXPENSE. STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN AT LEAST TWENTY (20) DAYS PRIOR TO THIS CONVEYANCE, THE DEVELOPER SHALL, AT THE DEVELOPER'S SOLE EXEMPTION. COST AND EXPENSE, SUBMIT TO THE CITY FOR REVIEW AND APPROVAL THE LEGAL DESCRIPTION AND SKETCH OF 2. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE DESCRIPTION OF TRACT J & K. THE SKETCH AND LEGAL DESCRIPTION SHALL BE CERTIFIED TO THE CITY. CONTEMPOR- REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS ANEOUSL Y WITH THE CONVEYANCE OF TRACT J & K, THE DEVELOPER SHALL PROVIDE THE CITY A CURRENT ATTORNEY'S RIVER WATER MANAGEMENT DISTRICT. TITLE COMMITMENT TO BE FOL L OWED BY A TITLE POLICY. THE DEVELOPER SHALL ESCROW THE REAL PROPERTY TAXES J. ALL FINISHED FLOOR ELEVATIONS SHALL EXCEED THE 100-YEAR ELEVATION BY A PRORATED AS OF THE DAY BEFORE THE CI TY'S ACCEPTANCE OF THE CONVEYANCE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. MINIMUM OF ONE FOOT. 23. NO RV OR BOAT PARKING WILL BE PROVIDED. A4. INTENTIONALL Y DELETED 24. EACH PRODUCT TYPE WILL BE DEVELOPED IN ONE PHASE. 5. UNLESS OTHERWISE NOTED, A 5 FOOT UTILITY AND DRAINAGE EASEMENT WILL BE 25• OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT A PART OF AN INDIVIDUAL LOT ( TRACT H), SHALL BE OWNED & MAINTAINED BY THE TOWN HOME HOMEOWNER'S ASSOCIATION. PLATTED ALONG ALL SIDE LOT LINES, AND A 10 FOOT UTILITY, DRAINAGE, AND SIDEWALK EASEMENT ADJACENT TO STREET RIGHT-OF-WAY. THE 10' UTILITY DRAINAGE 26. THE RECREATIONAL FACILITIES SHOWN ON TRACTS F & G ARE INTENDED TO SERVE THE TOWNHOME PORTION OF THE SITE. AND SIDEWALK EASEMENT MAY BE EXPANDED TO 15 ' IF NECESSARY ON INDIVIDUAL LOTS IN ORDER TO SHIFT THE SIDEWALK AND UTILITIES AROUND TREES TO BE PRESERVED. 27. ALL AREAS BELOW THE 100 YEAR FLOOD PLAIN ELEVATION (86.0) SHALL BE WITHIN A CONNER VA T ION AND DRAINAGE EASEMENT TO BE DED I CA TED TO THE CITY OF OCOEE 6. AND RECORDED AT TIME OF PLATTING. %,�INTENTIONALLY DELETED l� /\28. LOTS 53-60 OF THE SINGLE FAMILY PORTION OF THE PROPERTY WILL UTILIZE EXTENDED STEM WALL CONSTRUCTION, L� (IF REOUIRED)t TO AVOID ANY FILLING AROUND THE EXISTING DEPRESSIONAL AREA TO HELP PRESERVE TREES. 7. ALL ONSITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE 29. PROPOSED FACILITIES WITHIN THE PARK SITES (TRACTS F & G) SHALL BE TOT LOT, SPORT COURT AND POOL. PLACED BELOW GROUND. THESE UTILITIES SHALL COMPLY WITH ORDINANCE 95-17, JO. THIS SUBDIVISION PLAN IS SUBJECT TO THE TERMS AND CONDITIONS OF THE DEVELOPMENT WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE AGREEMENT, DATED JUNE 18, 1991? AS RECORDED IN OR BOOK 4352, PAGE 1655, PUBLIC RECORDS S TREE T, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, OF ORANGE COUNTY, FL OR I DA, AND ALL SUBSEQUENT AMENDMENTS THERETO. ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT 31. ALL LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, AND ABUTS THE STREET RIGHT-OF-WAY LINE, SIDEWALKS ALONG CLARKE ROAD AND ALONG HACKNEY PRAIRIE ROAD AND IN ALL COMMON AREAS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE 8. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE CORRESPONDING PHASES. MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST 32. THE LANDSCAPE BUFFER TRACTS ALONG CLARKE & HACKNEY PRAIRIE ROADS SHALL HAVE SHADE TREES WHERE NECESSARY TO EACH HYDRANT. AND A CONTINUOUS 6' BRICK WALL ALONG THE ENTIRE LENGTH OF THE BUFFER. THE LANDSCAPE BUFFER WILL BE DESIGNED TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE. 9. SEPARATE SINGLE-FAMILY AND TOWNHOME HOMEOWNER ASSOCIATIONS SHALL BE ESTABLISHED AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL OPEN 33• EXISTING TREES 8 INCHES OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED SPACE AND COMMON AREAS AS IDENTIFIED IN THE TRACT AREAS, OWNERSHIP AND ALONG PROPOSED LOCATIONS OF ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. ROADS AND UTILITIES WILL BE DESIGNED AROUND THOSE MA 1 NTENANCE RESPONSIBILITIES TABLE. TREES TO INCORPORATE THOSE TREES INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 10. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS 34. THIS SUBDIVISION PLAN WILL COMPLY WITH CITY OF OCOEE CODE CHAPTER 48-5, MOTOR BOATS CAPABLE OF ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOC I A T ION BY WARRANTY GENERATING MORE THAN TEN (10) HORSEPOWER SHALL NOT BE ALLOWED ON PRAIRIE LAKE. DEED FREE AND CLEAR OF ALL L I ENS AND ENCUMBRANCES AT THE TIME OF PLATTING. 35. THE GRADING PLAN SHALL BE DESIGNED TO PRESERVE EXISTING GRADES TO THE GREATEST EXTENT POSSIBLE ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES. EXCEPT FOR THE GRADING NECESSARY TO ACHIEVE THE MINIMUM 11. THE PRAIRIE LAKE TOWNHOUSS PORTION IS A PRIVATE COMMUNITY WITH A MANDATORY 100 YEAR FLOOD PLAIN ELEVATION, THERE WILL BE NO GRADING OR REMOVAL OF TREES DONE ON INDIVIDUAL SINGLE HOME OWNERS ASSOCIATION OWNING AND MAINTAINING THE PRIVATE STREETS AND DRAINAGE FAMILY LOTS WITH THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. ANY GRADING OR TREE REMOVAL FACIL 1 TIES WITHIN TRACT H. PRIOR TO, OR AT TIME OF PLATTING, AN EASEMENT WILL BE NECESSARY FOR THE HOUSE PADS WILL BE DONE WITH THE BUILDING .PERMIT FOR THE HOUSE. GRANTED TO ALL UTILITY SUPPL 1 ERS FOR INGRESS AND EGRESS OVER THE PRIVATE S TREE T 36 • NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES, AND TO THE CITY OF OCOEE LAW TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED 12. ANY DAMAGE CAUSED TO CLARKE ROAD OR HACKNEY PRAIRIE ROAD AS A RESULT OF TO TAKE REASONABLE MEASURES TO PRESERVE PROTECTED TREES. CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE PROMPTLY 37. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION REPAIRED TO CITY STANDARDS AT NO COST TO THE CITY. BELOW THE NORMAL HIGH WATER (NHW) LINE OF THE LAKE, AS DEFINED BY THE 83.0 CONTOUR LINE. 13. AT ALL CORNERS AND WHERE OTHERWISE APPL 1 CABL E, SIDEWALKS SHALL HAVE THOSE AREAS BELOW THAT L I NE ARE TO BE ROPED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. OTHERS WHO ARE PHYSICALLY CHALLENGED. 2�8. INTENTIONALLY DELETED 14. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT WITHIN THE SINGLE FAMILY AREA, THE BUILDING SHALL NOT EXCEED 409 LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 60z LOT COVERAGE. FOR 39. TOWN HOME PORTION OF THIS SUBDIVISION AND ITS ASSOCIATED DOCUMENTS SHALL COMPLY WITH ORANGE COUNTY EACH INDIVIDUAL LOT WITHIN THE TOWNHOME AREA, THE BUILDING SHALL NOT EXCEED 70% RESOLUTION #96-M-22 REGARDING SUBDIVISIONS WITH PRIVATE ROADS. � LOT COVERAGE AND THE TOTAL IMPERVIOUS SURFACE SHALL NOT EXCEED 757 LOT COVERAGE. aq0. INTENTIONALLY DELETED 1 15. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT HIS/HER EXPENSE AND THE COST OF THEIR OPERA T ION WILL BE m ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 41. CONTEMPORANEOUS WITH THE CONVEYANCE OF TRACT J OF THE FINAL SUBDIVISION PLAN TO THE CITY, ° 16. THE ENTRYWAY GATE FOR THE TOWNHOMSS SHALL BE EQUIPPED WITH AN OPTt-COM THE PARK AND RECREATION AREA [TRACT F ON THE LAND USE PLAN) LESS ANY PORTION INCLUDED WITHIN TRACT 1 f 4m SYSTEM OVERRIDE DEVICE TO ALLOW EMERGENCY ACCESS TO THE TOWNHOMSS BY OF THIS FINAL SUBDIVISION PLAN, SHALL BE CONVEYED TO THE CITY OF OCOEE BY WARRANTY DEED IN FORM Z F 1 RE/RESCUE, POLICE AND OTHER EMERGENCY RESPONSE PERSONNEL PER F 1 RE AND SUBSTANCE ACCEPTABLE TO THE CITY FREE AND CLEAR OF ALL L 1 ENS AND ENCUMBRANCES AT THE DEVELOPER'S CHIEF REQUIREMENTS. SOLE COST AND EXPENSE. AT LEAST TWENTY (20) DAYS PRIOR TO THIS CONVEYANCE, THE DEVELOPER SHALL, AT THE p ACCESS DEVELOPER'S SOLE C05T AND EXPENSE, SUBMIT TO THE CITY FOR REVIEW AND APPROVAL THE LEGAL DESCRIPTION 4 17. ALL UTILITY AND DRAINAGE EASEMENTS AND PEDESTRIAN EASEMENTS UPON AND SKETCH OF DESCRIPTION FOR THE PROPERTY TO BE CONVEYED TO THE CITY. THE SKETCH AND LEGAL DESCRIPTION INDIVIDUAL LOTS SHALL BE MAINTAINED BY THE LOT OWNER. THE LAND BURDENED SHALL BE CERTIFIED TO THE CITY. CONTEMPORANEOUSLY WITH THE CONVEYANCE OF THIS PROPERTY, THE DEVELOPER SHALL BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. SUCH PROVIDE TO THE CITY A CURRENT ATTORNEY'S TITLE COMMITMENT TO BE FOLLOWED BY A TITLE POLICY. THE DEVELOPER EASEMENTS SHALL BE DED I CA TED TO THE CITY AT THE TIME OF PLATTING. SHALL ESCROW THE REAL PROPERTY TAXES PRORATED AS OF THE DAY BEFORE THE C I T Y' S ACCEPTANCE OF THE 18. EXISTING VEGETATION ON SITE CONSISTS OF SLASH PINE, SAND PINE, LIVE OAK, CONVEYANCE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. LAURAL OAK, SCRUB OAK, WAX MYRTLE, SAW PALMETTO AND VARIOUS WETLAND SPECIES AND NATIVE UNDERSTORY. 42. THE DEED RESTRICTIONS FOR THE TOWNHOUSE PORTION OF THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING THAT 19. ALL LANDSCAPED AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. THE GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE PRIVATE STREETS WITHIN THE TOWNHOUSE AREA, EXCEPT IN DESIGNATED PARKING SPACES. 5 20. ACCESS RIGHTS TO CLARKE ROAD FOR TRACTS A, B, C & D, AND ACCESS RIGHTS TO HACKNEY m PRAIRIE ROAD FOR TRACTS D & J SHALL BE DEDICATED TO THE CITY OF OCOEE AT TIME OF 43. THE DEED RESTRICTIONS FOR THE TOWNHOUSE PORTION OF THE SUBDIVISION WILL INCLUDE LANGUAGE INDICATING THAT o N PLATTING. IF TRASH CANS ARE USED AT 'INDIVIDUAL UNITS, THEY SHOULD BE STORED IN THE GARAGE, BUT IF THEY ARE STORED 21. ALL LEGAL INSTRUMENTS, I NCL UD 1 NG BUT NOT L I MI TED TO HOMEOWNER ASSOCIATION DOCUMENTS, OUTSIDE THE GARAGE, THEY WILL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. WARRANTY DEEDS, AND EASEMENTS, SHALL BE PROVIDED TO THE CITY OF OCOEE FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TIME OF PLATTING. 49• INTENTIONAL L Y DELETED I! O N Z 3 45. TRACTS "L & M" WILL BE DEDICATED TO THE CITY OF OCOEE AT THE TIME OF PLATTING. 46. SHORT TERM RENTALS (RENTAL TERM LESS THAN 6 MONTHS) SHALL BE PROHIBITED. THIS RESTRICTION SHALL BE INCORPORATED INTO THE JOINT HOA DOCUMENTS AND SHALL ALSO BE ENFORCEABLE BY THE CITY. REV'ISIO N S DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 7127101 ZUS ADDED SHEET TO ACCOMODATE NOTES /O///Ol 2MB REVISE PER CfTY REVIEW a ///20/0/ 1 ZMB I REVISE PER CRY REVIEW A SUBMITTAL DATE CITY OR COUNTY W.M.D. FINAL APPROVAL BID SET AS -BUILT A47. EACH ORIGINAL THIRD PARTY PURCHASER OF A TOWNHOME AND/OR SINGLE FAMILY HOME WI THIN THE SUBDIVISION SHALL RECEIVE A WRITTEN DISCLOSURE FORM WHICH INCLUDES SUFFICIENT INFORMA T ION TO DISCLOSE TO SUCH PURCHASER THE PROPOSED St TE PLAN FOR THE SUBDIVISION AND THE MIX OF USES WITHIN THE SUBDIVISION, SUCH DISCLOSURE FORM TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE APPROVAL OF A PLAT OR THE SALE OF THE FIRST TOWNHOME OR SINGLE FAMILY HOME, WHICHEVER FIRST OCCURS. THE CITY SHALL BE PROVIDED WITH ACCEPTABLE DOCUMENTA T ION OF COMPLIANCE WITH THE FOREGOING WHICH SHALL INCLUDE A RECEIPTED COPY OF THE DISCLOSURE FORM FOR EACH TOWNHOME AND SINGLE FAMIL Y HOME. 48. REMOVAL ' OF EXISTING PROTECTED TREES WILL BE L I MI TED TO CL EAR ING ROAD RIGHT-OF-WAY AND RETENTION AREAS, AND AREAS OF MASS GRADING REL A TED TO DEVELOPMENT WITH THE 100 YEAR FLOOD PL A 1 N AND COMPENSATORY STORAGE AREAS. TREES ON INDIVIDUAL LOTS WILL NOT BE REMOVED DURING CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. 49. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS, TETENTION AREAS, AND MASS GRADING AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED SOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS APPROVED BY THE CITY. 50. NO WALL PACK LIGHT FIXTURES WILL BE USED ON ANY OF THE BUILDINGS IN THE TOWNHOUSE PORTION OF THE SUBDIVISION -ONLY LIGHTS OVER DOORWAYS AND OTHER TYPICAL SECURITY LIGHTS USED IN RESIDENTIAL AREAS. LIGHTING AROUND THE CABANA AND POOL AREA WILL MEET LAND DEVELOPMENT CODE STANDARDS FOR COMMERCIAL /OFFICE DEVELOPMENT. S TREE T LIGHTS USED IN THE TOWNHOUSE PORTION OF THE SUBD I V I S ION WILL MATCH THOSE USED IN THE SINGLE FA MIL Y PORTION OF THE SUBDIVISION. 51. A STREET TREE SHALL BE PROVIDED ON THE FRON TOF EACH SINGLE FAMILY LOT WITHIN 5' OF THE ROAD RIGHT-OF-WAY LINE (2 STREET TREES ON CORNER LOTS, WITH ONE ON EACH S TREE T 1, PRIOR TO THE ISSUANCE OF A CER TIFICA TE OF OCCUPANCY FOR HTE HOUSE CONS TRUC TED ON THE LOT. EACH STREET TREE SHALL BE A MINIMUM OF 2" DBH AND 10' TALL AT THE TIME OF PLANTING. A52. PURSUANT TO ORDINANCE No. 2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBD I V I S ION MUST BE APPROVED BY THE CITY COMMISSION. J. PRIOR TO OR AT THE TIME OF PLATTING, tRACTS "N 4' AND 10" SHALL BE CONVEYED TO THE CITY BY WARRANTY DEED IN FORM AND SUBSTANCE ACCEPTABLE TO THE CITY FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES AT THE DEVELOPER'S SOLE COST AND EXPENSE. AT LEAST TWENTY (2D) DAYS PRIOR TO THIS CONVEYANCE, THE DEVELOPER SHALL, AT THE DEVELOPER'S SOLE COST AND EXPENSE, SUBMIT TO THE CITY FOR REVIEW AND APPROVAL, THE LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION OF TRACTS NO AND "0". THE SKETCH AND LEGAL DESCRIPTION SHALL BE CERTIFIED TO THE CITY. CONTEMPORANEOUSLY WITH THE CONVEYANCE OF TRACTS "N" AND "O', THE DEVELOPER SHALL PROVIDE TO THE CITY A CURRENT ATTORNEY'S TITLE COMMITMENT TO BE FOLLOWED BY A TITLE POLICY. THE DEVELOPER SHALL ESCROW THE REAL PROPERTY TAXES PRORATED AS OF THE DAY BEFORE THE CI TY'S ACCEPTANCE OF THE CONVEYANCE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. A PPRD VED WA I VERS CODE SECTION Cl TATION CODE STAWA PROPOSE STANDARD JUSTIFIU ION FOR WAIVER ARTICLE 4 ART. 4-5 (L)(5)(C) 30' BLDG. 20' BLDG. R-3 ZONING SEPARATION SEPARATION (2-4 UNIT BLDGS. REQUIRE A MIN 10' SIDE SETBACK) TRACT AREAS, OWNERSHIP AND MAINTENANCE RESPONSIBILITIES *DENOTES AREAS COUNTED TOWARDS OPEN SPACE ( NOTE THAT ONLY 4.27 AC. IN TRACT H COUNT TOWARDS OPEN SPACE) - EXCLUDES ASPHALT. SINGLE-FAMIL Y HDA 10-WNHDNE2 HOA JOINT HOA CITY OF OCOEE * TRACT C: LANDSCAPE BUFFER (0. 17 AC.) CIE TRACT A: LANDSCAPE BUFFER (0. 33 AC. l TRACT E: RETENTION (7: 75 AC.) *TRACT J: PARK (5. 16 AC.) * TRACT 0: LANDSCAPE BUFFER (1.24 AC. ) *TRACT B: LANDSCAPE BUFFER l0. 44 AC.) *TRACT 1: COMPENSATING STORAGE (1. 70 AC. 1 * TRACT K: COMP. STOR. (0. 99 AC. ) * TRACT H: COMMON AREA (4. 06 AC.) *TRACT L: OPEN SPACE (0. 39 AC. ) *TRACT F: RECREATION (0.38 AC. ) *TRACT G: RECREATION (0. 58 AC. ) TRACT M: OPEN SPACE (0. 19 AC. ) LENGTH O �, cn O O t11 O Ut O O [►� O o� -� Vi O ll O t� O o a IN FEET o 0 o a a o a o 0 0 0 a o 0 0 o a en O } I � I ( I I I j jj (( {O 1 I I I I t T 1 I 1 95 F.F� EL. w87.0 PROP0SE0 LE�SCAPE GRAVE-� .'-y� (NATCft GRADE -.1 85 ! R 80 ` \ HOUSE STEM MALL C3 Q 75 7D ELEV. NTS 'C'-'C' CROSS SECTION L ENGTHo o a o a IN FEET co 105 1 100 RA©F SED HANDRAIL AV ' 95 d 3:1 SLDPE---,, 85 EXISTING GRADE 80 75 73.0 70 ELEV. ELEV. NTS 'D'-D' CROSS SECTION L ENGTH o 0 0 0 o a C) p IN FEET o 105 W Z � 100 N ct 95 90 3 p pp0 GADS SED Qk `- 85 ---------- - _EXISTING- - - GRADEOARKE 80 RC POND 1 75 rTuj 73.0 +/- 6 70 ELEV. NTS 'E'-E' CROSS SECTION LENGTH p 95 4 O 4 1FEET so' RO , 90 6 ' PROPOSED 85 i GRADE ' HANDRAIL 3:1 SLOPE RADEING 75 70 ELEV. NTS 'F'-F' CROSS SECTION CITY OF SEE FLoRIDA DATE APRIL 2001 c I TON DESIGNED ZMB CHECKED DMS A S S O C I A T E S9 INCORPORATED f NOTES CONDITIONS nF APRROV,�. SCALE NTS EN4IMIIEIIIN4 I►I.ANNIIiIII • lURrEYIMtI • ENVIRONMENTAL i �� PROJECT NO. PL02-203 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 l PRAIRIE LAKES FILE NAME PL02COSA02 407-843-5120 • FAX 407-649�-8664 ENGINEERING BUSINESS •1221 SHEET 3A OF l7 MM BY LEGEND r- PA, III Mr, rg -- ISM M, tjr rA ��Pr AREA BELOW THE /00 YEAR FLOOD ELEVATION TO BE DEVELOPED COMPENSATORY STORAGE ^ - - ... r " .... .. _.. - -�•- - — 'r-o� —� ._,., �,_''...'_ ..._. _ .r J' ' ! , t t ` \1 E \\ \� i' \i .r � gEi ' - _` ` ^' -" ... - � � .,ram 'mom ,o. a-ra .�s•e� y m., � r � - `\� '1- -^ -�^- _ 1— _1 — _ 7 _ 24�~ ' a ` � 't'['""" �i ',' tj f, �` � � ,� �' i �, r f . • r �, ` �, •_ I� �((II ' it ,.,,A c2VI - i 12 _ { I * ?� " ♦ rwy tnr r r , f t .4 - 1 �RBr +r Q / •1' I ,�s.,+ r ��� ..... ,_. _ �. �.r\ r' > !! t 'r' t ` �,- i ! i ! ! • • 1 , r4 III �/r • !F f` " ti 'J�. w f _ t ` 'Y _ !w ,1* t f '+.t- t6 `E tl I r rfr' a 1 Zdf • 5 ` : ` +" ; f r^ \ y�� tr \ •t I f + ♦ N , , ( �E( wow 416 on a "a i IT, �( •~' 7K .•.;b \ \ \\� �� \ ` r t I t t t E li i o T^ f 4 i t li t TE3 t`R.•i`-''' i _ �•, `! <r cf �qn g •a• "�� � \ \ �b `� _ d'g ` _ •. ` ` `\ � ` \ \ ��,� � �1NO i 1` ti 1, jt( tit!(�E Jj I EI i� " � cy" ♦ +p • �` !: _ $ ~ _ ;mom 8�f 7, `g ti ; ` � n (n _f �. SILT FENCE SHAU BE REMOVED PRIOR rO rHE r �9" s`db" $ . "R'7 ^ ` • - - -"V' `1-j, tl l II 11 t 84 1 9 . t I CERMICAM OF OCCUPANCY BEING ISSUED BUT NOr ' a"+ /, • 1 i ;$ r. _ ^ -�--J-_-_:' ,`\ \\\, ;.�;,\ `„ \ ti ` , \\I I(IIf Il 1}�. BEFORE THE SODDIN GISEEDING IS CONPLE rED. + j•' ^ � l • f/ �' ``\ ` ` � "S R ✓✓'���, � Y i'\ \r \ \ A'i Z` ° { 1 .fr '/r I'r I„'•�.� �� �� ',� �`'.� `�� \ ��. \ \� \ �\ \ \ 1 i ` \ I C) • 730 ! nI f`+ ! t' ! �w g) r' I -74 `\ �\ \ a `� \ \\,,�, `\ • \\ ' ! r 25 • s\ ra Ir F! If 11W �\�j:2! \ S ! ! '� �,��`' �? �\\�\ 1 \♦\\\ It \ ` tt I t~� Slnkhnle NULL - %'Jr .� , ' _ \ �•• ;, ; • \ \, \ \ I �c� flt i\ `\ \ �l .� u i t js r //�M+� /�/+\� Jam+ F \ ��'► • \ �` �� ` \ \ ` \ \ t l 1 t t 1-f , tcrttflr ll `F, TRACT i�t tt 1t}\t t t �I 1lEE HE E II —�►. , �� +tItt, t gill ((( '\ •._ .. '' \2a \ ,ut t ; t ' , f 141 WETLAND LINE ~ ~ , i �`� ,� I'll kill t , t ' . � ��-..WB-----'�-..''^,` • \\\ �y� 1 1 j � i 1 } i��i ' i�------ . • `�s �a, , ► t jI /1 , LW AND DUFFER • r•r rri Z . • • r + \ rf, 1 { 1 1 t 4 t ' r I L J T �� � ! 1 .o t t , t ,,1 , { t ', � J � ,,,,,, « _ � � ,rr•''� I \t�� 1, i i f t i�• 1, r �i�r r r rr I Ifl+tt 1 ` j 1 t\ i �E r' t 1 ,`ttilfr I't i�lltffl ! fat t YiEII Ill ' wr � ^ �' .t•• t ` 1 j j f ! I / p f . •'� r • '' , r '` r „-� . ,, . �' l . ! t I I f ! t , 6 i`` ! ► ! ! ♦ t `Gi` _ �•.,,; ',,,. 'r �� �,; .. - ' � . i f , i I !t i .a..- BS� 1 1 \ I \ !'' � v' - " . " ` J,j • ,• � '• ',,,M.• r i `' I f J t 4 1 f t i E-11 E aN / t l'` 1. L �_fw ? f to {�{j qE 85'�5=` 6t r Jr wS1�7 ' l J J� ! r \`� ..,tir' i IC t s( �• �. 8i``' ,� •^ .., r cz.$if ` II ` - - �` "^-..� .,` .. \ � , I � ,,,_ — _ _. — ... _ ..• ~ '' r i' ' ; � f r I ft t I t l 1 .'� � E I) , IE I 14 ,` \\ I �• \ S �� • `_•. A'' a2 — ^- \\ tl ,ri 1 3 _ �. \ # 1 •f,- � _ 29;` TLAND UN/f' _i ft t c!p ,i , 111 \\ i`l`►��... lIII II IE 'E, EIIIi tIt 11 coJ 1, ti ; t — .r«.►�,..� .` �i.... ` ''' ' ♦ f ado If t 241'i ' , 1 1�li+lE (EI t SILT FENCE �, (r �ro f I I , f {/} E • II'll E 11 I r ` ~ _ ' ++• ...r, _ ` � ~ ` -- " � `� ` � 1 \ � 1 /) i � �,y ,It.,t• I + t f f � f Ef �I E IE • ..,, ..0--.- . _ - — M • .......... _ _ ._ . � .y \ � ~ �- ` � /� � 1 rrI "''�' , t I ! i t II TRACT F OF PUD , — . - _ - , 1 I --•,.. ,;, ,�,N 14_3 +, , t LO A WETLAND LINE • � � , \ \ �d" }� , , � , , � t� t t 1lll , li . TR\�\ �� 1 t ram' ; ' tt `t III,II I it I � � � _ � � t tl l tll IE t \ 1 I \ \ \% \ \ \ \ \ \ 1 t a } , it tt tt m 1 Il l II , ll I it i PRAIRIE LAKE 'f ' ! I I Il 1 ll 1 -41 RBVIS10 N S DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 1213101 ZM8 REV.PROP.CONTOURS PER DRAINAGE MODIFICATIONS 9 6118101 ZMB ADD WETLAND LINES PER S.J.R.W.M.D. 7//9/0/ ZMB §Ay gAT AND BUFFERWOVE SILT FENCE PER 7/27/0/ ZMB ADD INFO.PER CITY REVIEW 11120101 ZMB REVISE POND PER CITY COMMENTS if t t m !f'food \4ine AEI. 1 i A BARRIER -TURBIDITY BARRIER POST (INCUNE POSTS 27TOWARDS FLOW) EXISTING, GROUND ` V FDOT APPROVED TEMPORARY TURBIDITY BARRIER PRE -ASSEMBLED iN 1W BOLLS UTIUZING Lw X r X 4' %WDEN POSTS O 8 CRC MAX.w13' OF WOVEN GEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC.985-4. SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO.OF TAMPA FLA CONTRACT001! It RESPONSIBLE FOR MAINTENANCE AS FOLLOWS, LURRBDDITY BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPARS SHALL BE MADE IMMEDIATELY. 2SMOULD THE FAM C DECOMPOSE OR BECOME iNEFFECTNE PRIOR TO THE END OF ITS USE.iT SHALL BE REPLACED PROMPTLY. 3SEMMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE TURBIDITY BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WiTH THE FINISHED GRADE; PREPARED AND SEEDED. rYP. S/Lr FENCEIrURBIDITY BARRIER DETAIL � tlt�rrr�lYrrw�r+,. N.T.S. Ff&43 SUBMITTAL DATE ASSOCIAlTES9 INCORPORATEDFKAL / � C/TY OF OCOFE EROSION FLORIDA DATE APRIL 200/ QESIGNEQ NJG.ZMB CHECKED NJG CONTROL r�'LAN SCALE r--Loa PROJECT NO. PL02-203 PRI�ViS/E i«t�v�EJ FILE NAME PL02ECP.001 SHEET 4 OF IT CITY CITY OR COUNTY - _ ISI,���� W.M.D. APPROVALENAiNEERiNN • PLANNiNG • AURVEVING • ENVIRONMENIAiL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 0 FAX 407-649-8664 ENGINEERING BUSINESS *1221 BID SET 7� A5-8111lt 12/05/01 1 m 0"affaO, A* a 4 f 32 r07--! qv rrram A 3,6 I f L4 _78- r *1MCfZ1-- Tffl7P1CMA1WZ13, VEBUILLEW TO USE STEMWAUS ON NO(l FES ON Las 52-W. ECIAL CARE WILL BE GIVEN TO SAVE AS 5SI&E- FREES WILL BE CLEARED FOR A Y.LOr CLEARING WILL BE ON A LOr-BY-U qBiDffY BARRIERS SHALL BE REMOVED I f*Ar"10AAN'wW jftt&g, At~ ^j- M 3 9 UT & BLOCK - urTAB 010AIZIAr I AWCOC Ul f-.;Pi fj� U& law, PRI rn W. NW, MIMI`, '11-1F I i. lr� Az q1' m W IFUN-12-1 MN a M Z zzzzz -Z' I z : 'k 0,10 a! Vjf"1&"zfJz1z 5rE RE Bur ae h fEERIA *4AI OJ W-' ! CM a jf,;,dlw Z Lomm:3 I L 5UCK Ift P!!b A i M I M4 Y-Lo If% Ain 01 ;ZITAIIAM"NA FINE MW .mom 6.0 Al 0 Q CURVE DArA ®CURVE DATA -- - Q & 42.20034" Q : 75'1"` DSA R - 115M ' R ' 95.00 ' 5TA/0.44.T3.26.8' LT. L " 84.99 ' L * 125.69- ' TYPE P 7T M INV.EL82r62A T • 44.54 T - 73.96 C a 83.D7 ' C a 116.72 STD.>" H WIGV ASSY P. C. SrA. 10'00.00 P. C. STA• 11#34.65 WET -TAP EXISTING 12' WM. r 276 •�8" PVC WM STORM C.0'.INV.841)� \ '` - -. ©3J5'-fi' PERFORATED A.D.S.UNDERDRA/N 5/4 P• r. SrA 10.84.99 P. r. ST A. 12#60.34 ---I ,/� 12'x8' L! 1 TEE.8' GV 61 BRICK WALL 62' w Ar RCP d? 42J/.Qi D8 I-rx& TEE, �'�8' G" 86' � 15' 1'�CCP �'t 0.321 © � PLO STA.II*39.3v.ClL STD. SAN. M.N. T6' � 8' PVC Of 0.30% --� STA.11.06.44 TYPE P-4 INLET 20Y-e DIP WM� 1 �` Q 1, D19 t t + t ► r �+ i f i i i ! � 1�' ] t t / ,� INV. EL.82.95 SH INV. EL 82.75 / S� E� 8 LIT As�>-0RM C.+O.JNV.84.9 jii 1+�{�' sTa.%o2�oo.�.s LT. TYPE C INLET STA.12.66.44.1T.5' LT. �!' TYPE P-4 INLET 'q7"�y INV.ELSD.O Q '' t t t� GrT� t, �' �5 . ,NV.EL.8oAO& + t ' t r , • 23� 5t? `�� t j Iz i I i1 , f ] ` ]#t` .. • �' r KEY MAP �,�, 325'K+9'PVC t r� t f !► t 1 i, rrt] " • • ill.• 5!! . ? a+'�`IL1" N' /�8'1e'4' RL�'1?tlG'El7 !'+4" ' ' 6 ♦ • c wATERM�YN z� $ `� � '�� I r �� i , tft'+ p,30% ! Q u , _ - � �"" �w ''�`'rMIX SFWWNA (S`HAW I ` �•= �` ai:� & 1)►►P WN �'� 'j ♦ zT '. s� ,> ; � -fs /�Y MAP t ii; + , rz4 _ _ 5T�X _ _ .,.0 - .- °� �' , \ \ • 49 2�D27 H TEE. 48' 15' RCP 0 0.31y 6� ► ; ,i 11 40]E r+ , • .. • • .� .... , �. .. • • ' f • O �.{ TYPE J-7T MANHOLE NI2666?_l69 ' -4 PH w I 43 �" OV ASSY . E414O8i8380 des �� ,, STA12.32.94.17.5 W. ] ] ] ] r i t r I( S� l,' �►{, i 6• cue. ETUV + STORM C.v.INV.84.0,Ai�y 27 PVC REUSE WATER MAIN i , .......�.� • Solo . TYPE J-4 BOTTOM /► y� ♦ moo. l � PVL wm . ��41A, Sfy I , ] r6? ! ii]+ 220'-6° PURPLE 25 26 J T� ��, - ` j' \•• �S'�i;��`�. RELOCATE EX.PP . 149' �- 8' PVC a 0.30l. - 5� � o. of - ` `� -�- 2 ��' �42 ©�' � StL7EWIILIC 15NAL'J�'!"II T 6 PLUG. r » ... - ..... • • n �• 515 ?1 is♦4' STA1i•0644 TYPE P-4 INLET 51{� ` .. ... • STA/2.17.75•CIL INV. EL• 83ir07 513 36 �',� ail STD. SAN. M.H. STA.11-28.62.CIL SHALLOW SAN.M.H. � .. .� . RECLAIMED WM STAr1vK�.00.19.4' RT. ,37 � 4C,� UNDERDRAIN CA INV.84,O� ' � I RCP 4i 0.32/. 36 5' SHALLOW SAN. MX S•SEND� 99' - 24' RCP a My' 0 (D CURVE DATA 66-,-e PERPmATE'D AD.S.UNDERDRAINQ Q !0'34'15" J80'^fi' PURPLE PVC REUSE WATER MAIN A 132' •r8' PVC�O'.30/. 02$ .• 800.00 ' STREET� SINGLE SERVICE 4&235'-5PERRATED ADs.tVmDERDRAN TYEIl• .R INLET L * 14760 ` 7' 174 ` I C.J NOTEiCONTRACTOR SHALL REFER TO THIS DETAIL FOR LOCATION .AND CONSTRUCTION OF REUSE WATERMAIN SERVICES. STREET �B� P.C.STA. 10.4/.50 RECLAIMED WATER SERVICE DETAIL A P• T. STA. n-89.10 Aa-2 NOTE :USE PLAT FOR ALL CONSTRUCTION LAYOUT AB-5 RB-4 a�`► 'q `� iM v EAT.CURVE VP Q�.. W % owg dW ;� �► � � d� aA m 4w PROP. CIL GRADE d EXI ING GAOUA D Es riwtED S ASONAL We TOP Ej 87.61 HIGH WATER D2 7 ,,� DB 07 TOP E 88.00 rc SIB D29 P EL.8%50 EL 89.00 EL87.40 TOP TOP I! 51g ESTIMATE SEASONAL HIGH WAT R EL 87,40 � J TOP TOPE 88.D2 EXISTING WWA t3 01 TO P EL 88 FL 87.28 90 '` '� W S10 90 W PAOP, CIL GRADE Ex.16" RW A 1 •00.30'. ''D.3Q • _ --` •0.30. 3'MI . 8'DP /A 85 85 3' N. 85 Ex.l2"fy -- --- - •- ---- - - U.Q. INV. EL83.9A _ vlg CI . 2 1NV. E 83Fc' EL 83.01 Ex. /Z �(� A Ic t) INV. E I 8 INV. JNV. JNV. L. 82 E t . L• 82«51 EINV. z. 80 80 EL 83.8 L84.2 E 80,+00 80 L 82.95 I. /NV. EL 8 © .Y5 INV. EL T9.72 ll.D.1NV. JNV. EL. .00 2� 1lYV. E 75 6 2 INV. EL T9 5 IRV. El. 79.85 tW) 75 ' EL. T6j6 � rNV�E TP999 INv. EL 79 4 (36' RCP) CONTRACTOR I hereby •• tat* that the AWILTS" a "As-MAte' were f rnIshed to a by the co tractor lists , below. 70 h t %4 reviews m to be i upiwww these "As- complionce ilts" and bell ith my know Rve dge o T what was a is statemen tually constr is based upon cted. site obser otions o the canstr tion. Contractor's Norne E ngineer / I / r of valid withcut 's*d seal of the signature 3 Florida Registered and the Engineer. wiginal j R E V I S I O N S SUBMITTAL DATE A g ISO C I A T E S 1=N INCORPORATED ''�y DF�� PLAN & PROFILE FLORIDA DATE APRIL 2001 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR COUNTY, DESIGNED ZMB. NJG ///20/01 ZM8 REVISE PER CITY COMMENTS 5/02/01 ZMB REV. RCP & WMADD DJ.P. PER /N- HOUSE REVIEW W.M.D.ALcffEcxED NJG SCALE HORZ.-P-'X' APPROVAL ROva 5/2//O/ 2MB REV.PER !N-HOUSE REVIEW Q 9 �� � PRAIRIE LAKES VERT.P- ' 7/27/01 ZMB ADD REUSE LINE" PER CITY � BID SET ENntNI�iEIlNO • 1►LANNfNA ♦ •IIR1iEY1NlGt • ENYtRONMENiAL PROJECT NO. PL02-203 I'iLE NAME PL02CPPA01 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 * FAX 407-649-8664 l2� � � � STREET A•STREET B' lOfl10/ ZMB REV/SE PER CITY COMMENTS AS -KILT ENGINEERING BUSINESS 01221 SHEET 7 OF I7 2W-e PERFORATED AD.S.UNDERDRAINA 86' w PVC & 0.30x NOTE :USE PLAT FOR ALL CONSTRUCTION LAYOUT (sEE sHEEr n FOR CONTINUATIONI S1 `rslt 57A.16.70.58. C/L STD.SM.M.H. LEGEND am -- rorr � � Pvc � 0.30i Q tk�'sIG`JtiPtl�Gytr . Ex� pA�sED srals•50.7Zc.�L �\ �� � � ....� SHALLOW SA . MA tr n l ti S SANTAIf!' WIVER SrSrEM +• «• ��• •.......�.r...r.. D17 3 �`' UNDERDRNN C.O.INV. 84.5srom SEWER srsrem STA.14.93.00.17.4V { ''., FIRE tif+l�t WAMA E .... �..... . �TYPE P-2 NLE7` ��- - o.Jar • C.O.INV. 83. r � 31 �. ; ,-''' ° / _ - _ ' ,. y ��` Mx8" rEE.3-M ays COW" . - - - --_.....� 37' - 15- RCP 0021 ♦ _ �s 820 LF 6' PORPLE PVC REUSE LINE,& DRAW" s7'J�r�t M 03 ` SfA - 8' PVC • - ` ' ' 152' a Mot. SANA"AR1' lIC'r )W $4 483'�B" PVC �YM ° . a � . • !:�. • �, � � -�SPOT ECEvAT , { AN � �Ir•Ir • 44NDERDRA/N C.O.INV.84 t ♦ S9 48 49 22 tar R 8 Sp k ♦ o • l JI a/8•9/7O.M/L f1VWCrXW +iR' .7UPWAi� P(Ji/a► / STD. SAN. M.H. -- • RECLAIMED WAMR UNE 0• ti �•� _ - - Mr-4-PERFORATED PERFORATED A.D.S.UNDERDRA►N A A- -� D18 "`'�► XW w 8- PVC a� 0.30Y KEY MAP --� . • i 4 sra/5.O122.17.5' RT. ,�, '� * 1b `- 21 • S. TYPE P-4 INLET , • PJ.,EQUArl01N S11 4 45 33r 8• Pvc v 0.30% STA.I7«38B6-ST.181- STA.17-38AS.CIL STa 12.77.90-ST.'A' STD. SAN. M.H. 1 ••MM."r y ; 44 273- 18- RCP a: 0217. --a 2891-M PVC WM s RECLAIMED WM 4 a$1 PJ.EQUArION STREET 'B' grail i�.43�`s�r..ce' . 5,3 + _ _ � S8 CURVE DATA CURVE DATA 3 18 STA.I9.99.�5, ciL Q CURVE DATA {� CURVE DATA � CURVE DATA � STD. SAW. M.H. d 47`0510a A - 8`47'S6' d All25.03'03" id* l*,eZ3d 6' � 9'18'20w _ D/4 �. r!8' & PVC 6 0.467. ,� R * 170.00 ' R a 533.57 ' R * 533.57 ' R - 1169.43 ' R - 1169.43 ' SiNcc.E-sERiicE STa/9.93AO,rT.5' RT. �w � L * /39.74 ' L * 81.94 ' L * 23329 9 ' L 28Jt� ' . TYPE P-3 INLET , . �, ePERFORATED AD-S.U.D.[/��1 ..r ,+� nC L • 169.93 ' NOTE,CONTRACTOR SHALL REFER TO THIS DETAIL FOR LOCATION AND 11 5 '� T * 7` .07 1 /T+ * 41•05 t T� * 118.54 ' r � 14DS ' T � 95J7 ' CONSTRUCTION OF REUSE WATERMAIN SERVICES. t •� C * 135.80 L. r 81B6 ' C & 31.43 RL'CLA1l4lEl.� WATER SERVICE DETAIL G 8-x4- TEE. GV.4- GV �� P.C. STA. 15#1722 P. C. STA. 16.56.92 P.C. STA. 17t38.66 P.C. 7-8J4 C - 189.72 `i S A. 9'71.86 P. C. STA. 19 99.96 �� P. T. STA. 16.56.92 P. T. STA. 17*38.86 P. r. SrA. 19+71.86 P, T. STA. 19.99.96 P. T. STA. 21.89.09 r8g � 24' RCP � O15% - A8-3 R8-4 8a-a- Pvc wM 5 $ ° 4 $ WVE .CURVE $ w W dw d � q �i � a a t S9 D/4 Ql� P.c.'c. 0R TOP EL 8920 w s8 95 D17 TOP EL MB3 S12 S11 TOP EL 89JO TOP EL 66.83 S16 TOP EL .159 TOP EL 8 AO X/ ING IND 90 IMA TER EA5D VAL TOP EG 86 - 90 -- 3' lrtr 8 - _ - -- - - -- - --. - - - - - - - - - -- - - -- - �1►11t s' earolrce 1 85 INV. ELL. INV. EL 8 .56 YW&N1 /NV. EL 83.62 80 /Nv. EL 82.. I d'Sl , INV. EL 83.77 80 7 U,D. INV. EL 3.4 /NV. EL M lW3 I 1NV. L 8221/ J EL W.63 INV. El. 8 .l38 /NV. EL 8! I SI� 1NV. EL 2J6 / INV 6 f i 1. EL 81.99 f l rA T INV. EL 80.56 (E) 75 C TRACTOR SuLTS" thereby tote that these "AS -Built " were urnished to by the c tractor lists below. or an ev" ee under mi direct super ision ve reviewe these "As- 'Its" and be ve L fen to be ' compliance with my knowledge his staterne t Is based upon site obse vatlons f the construction. a tractor's game ngineer of vol'd With ut the signs ur9 and the original ,afted seal 1 14 15 16 7 16 19 20 1 R E V I S I O N S SUBMITTAL DATE DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OF OCOEE FLORIDA DATE APRIL 2001 CITY OR ��iINe\\ COUNTY DESIGNED ZMB.AIJG 5/2/01 ZML3 REV.PER IN-HOUSE REVIEW 1� ,�y� �r �+ CHECKED NJG 7127101 2MB ADD REUSE LINE PER C/TY © FINAL Cam• A s S O �1..e I A T E S9 INCORPORATED � ^O, PLAN � � PROFILE SCALE HORZs1'•50' APPROVAL VERT:I -5' ///20/0/ ZMB REVISE PER CITY REVIEW ENGINlEblllllf o PLANNING • SURVETIM41 • EN1/i11ommliNIA4 n PROJECT NO, PL02-203 SO SET 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 PRA IE LACES PL02CPP.002 407-843-5120 toFAX 407-649-8664 FILE NAME �rREEr � AS--T ENGINEERING BUSINESS 41221 st Et 8 OF I7 ©CURVE DATA - - - Q CURVE DATA d - 9'�8'20• �-- � d ! 10'09'07" R - 1169.43 75CY LF-e PURPLE PVC RWM R 100.00 L - 189.93 ' 6'x6' TEE.3-6w GV's L - 17.72 ' T 95J7 ' C - 189.72 ' � NOTE: 6 T - 8.88 ' 460` LF�* PURPLE PVC RWM 2�6'x6"TEES, 3•�6" GV s ' P. C. STA. 19.99.96 n5' - 8~ PVC & 0.307 ..-� ALL UNDERGAWND UT/UTIES LOCATED ,,� - C 17.70 P.C. STA. 10.46.9 f f73 � 8" PVC � 0.52/. P. T. STA. 21.89.89 265'-• PVC WATERMAIN U•D•CA.I�•94.0 NEAR THE TREE ON THE WEST SIDE - P. T. STA. 10-64BB VxIG" TEE•60 OV Q CURVE DATA OF THE ENTRANCE WILL BE PLACED SIB IM - $' PVC ar 0.30Y. IN A SLEEVE BORED UNDER THE TREE S? STC7►LPH W/GV ASSY d '• l2`57'//` STA2!•78 40, C/L ROOTS -TRENCHES WILL NOT BE DUO FOR SE'E . SNEER` /� + UTILITIES NEAR THE TREE. STA.10►100401C/L STD. SAN. M H. �� R - 544J5 DROP SM. M.H. %•� .D5 • . � ,�' ` - ! �� �PEI •3PI-��N •5' Lr. L - 123.02 ` STA24.6225.C/L _ I5 `. `� \ ' '�, STD.SAN.M.N. Q38a-e PVC WArERMAIN `�' � � � � , INV.EL8124 T - 61.77 ' w I�982 C /22.76 { 2.'%''�' PERFORATED • , \ A.DS UNDERDRAJN .• '� . , , Dll l 1 �8► � � ` � 2a-e DIP WATERMAINA � 4- P. C. STA 2/+89.89 >� / � ~ , * . • - 3 _9e�' • .�jC, _ ` 83' - & PVC a� 0.30% � . %���' MAP `,�- • Q _, _ ' .� �� \ � ' , STA 9.52.50 ` , \ Ln� • • .�` S,y� �"` / P. T. STA 23.12.91 `` • .. �� �` •.- . 9 S/ `. TYPE P-4 INLET f ` Q CURVE DATA a �� ` • - w -. ,.,, - �. -'�- 4' SIDEWALK (SHADED) - \\ ' "� - . - ' : z .`' STA 25.462! C/t �\ f ..• ,� - 4 Z THICK SIDEWALK (SHADED) (,,,y . r •� • , 11l ♦ . ••' x.- - tr STD. SAN•M,H. y�• ,/ • •u _ _ - - _ _ - -J%EE s ~► ► - ` v Exr ��'iR I 1 �\ ���. ..• • v , I • t t \ , , `"'. + y • , • t t. R - 200.00 ' 41.79 Y' s \ ,-- . . •,-' , , - - _ 3 8'-G�� _ _ _ _ .� s ` ` �, \ ` ` Pry �\ 'L`' •\ © � � .J�. �iLP (SEE SHEET 5) , t '� ` �, 54 T 2CJ.97 ' .�. 2� ~ „.r► �,�, �t r`59 ' , � ` . 2 `-"�-� � \\� \ \ \�`. p EX. SAN. M.H. � i �.3e �`._. _ 4s � j x8` TES' b" GV C •' 41.71 y \\ - - f '------- 1 \ \ \+`� \ ♦ fy ,• Top 101.8 _ , tr -�~ • , S5 �' _ \ \ \\'� ... � ittv.85.43 D10 , • fa P. C. STA. 23.12.9/ --� \N '.,�\ 124'�8' RCP 5TA23• .70,C/L •. - .47o A.26.51.90 ,� \ f \� \ �� (SEE SHEET 5) 1 �t + �� .,.. • :D/4 P. T. STA. 23*54.70 - -.5 "� c\ , �►223/. 2 STD.SAN.M.H. t - �'E -2 11� ' \ t� �o, WET TAP F1rISriNO' � © _ k 4° _ ► \, \ . \ �. ; 12"xb"' TAPPING TEE. !2° RWM t Gv t •' j 53 CURVE DATA ,,.- _ 62'- 18'RCP al} 021/ 2 �'�` b� - �'�_ c5� � ,' `�� .� � � � - N •� ``•- `,\\ \ `\' EX. SAN. M.H. •1 I} '! 4. '•-.. •� � cv ' • © 47`48'!6" _ _ . 6 DS _ ', ;�.F � D3 'fi � v \ \ Top8 t t t l� R 200M 189'^-24' RCP � � ' . � `. � . W,�'G'� SI' °1 �`t\ • 8� STA 2313.00.17.5 RT. �► � ',. < 'p . STA25d4.48 - - , A2 tE?OJ5/. t ' � . �`"- �. r R��4 2i� N r- �- SE SHEET 8 L - 166.87 ' ` TYPE P-7T MANHOLE MITERED END SECTION'- AINKEL87J8 `` �, i d `. T - 88.64 ` y �. `. ' ` .• - � DlS VACt.E�' GUTTER SEE SHEET 5 !7S 24' RCP � 0J5/ - r' 24' ACP a�015% � C - /62.U7 \45'' Aft/1I8' RC'P ,,. P. C. STA 23#54.70 STA21.84.00.17.5' RT. _ - - , - �...,. •�'- ` , \ f y;` A35' '- IS. RCP a P. T. STA. 25.21.57 � •- .,>• WET -TAP EXISi'1NG r2� WM - , . ..• , • . j D2 _ _ .i, ,� a TYPE P-3 INLET STREET EET - ' . ,�"�' 5 � ; WALL ''A G- o l�12'x8" TEE./ GV RECLAIMEi? WM '`-'�\- --� a CURVE DATA .7 I !� t '�'-f �' 4 STA26.2750 - ` - � .;..""'� '���s�� Dl3 -- d ,. 9C'00' TYPE P-4 /NLE9"`- , , , . ,, , . \' `, �`RACT 'J` INV.EL8829 �- � � STAu•3t.5017.5' RT. . R - 75.00 \. ` \` `, ' 485'�8" PVC Wit! 5 s- PVc TYPE P-3 INLET L - 117.81 ' . . �43' - 15• RCP ,D O26% cQa - C - 105DO 'r sA4' SIDEWALK (SHADED) 40 LF HANDRAIL `9�✓ SINGLE SERVICE ST RE�T "C*J TRACT E NOTE:CONMACTOR SHALL REFER M rHIS DETAL -OR LOCArtm ARID P.C. STA 26*61.70 P. T. STA. 27079.51 CONSTRUCTION OF REUSE WATERMAW SERVICES. NOTE : USE PLAT FOR ALL. CONSTRUCTION LAYOUT RECLAIMED WATER SERVICE DETAIL � AL-� _ RB-5 � AS-6 KEY MAP WON I(Ta'VE lICAL CV14VE WVERT CVIOVE ��,w d dW g 4 � �w � �g b; to dw IM.4TED SE AL w tMA E EIN SEA.S't7llYAL D6 Are C?S TOP EL pfflff D12 TOP E L 97.58 55 D15 TOPE 98M 03 w TOP EL J3 TOP EL. 3.96 PROPOSEDiPROPOSED�OE' CL GRA TOP EL J® TOP EL 853 D13 8 ExfSTiMG &AW&D S1 TOP EL 2.93 � Ex., use rv; ,, M2• � o crt �' SS - ✓ `'' (ii , OP EL 94 2 ,3g9N• f ,�� ern Yin. D11 xI5T7NG O /EIo J w TOP E L8 OP EL.93 95 _ - _. % .. �, , - 95 TOP � � TOPE 88:00 D/4 TOP EL 90 EL 87.76 J l _ •0.46X .93 INV. EL 9a` _ INV. EL 5C).50 r -' INV E' 9 85� .. _ M. EL 85J4 85 88.40 rap 1W. EL J4 / lNV. EL 89�t5O INV. EL 8.88 , `- i ' Q V 5 8' PVC /NV. EL 88 0 1NV• L 88.83 I • EL 8g,2p I�IV EL 89 50 1 L 88.29 Ex. e• PVC 85 Q%�'� -_ LJ �../ 80 /NV. EL 85 /NV. EL 89 5 INV. EL J8 L 81J tNV. EL fA0 �INV.N (15, U.D. CO. INV. 8 `~' 7NV, EL 80 3 (24' W 22 U.D.CO•JNV. 3.4 lNV. EL .34 CONTRAC OR "AS- TS" i h eby state at these he contr---& -Bunts" were v fisted below, 1, or on have r employee a viewed these or my drec "Ass -Guilts" supervision believe them to of what be in c was actually l;ance with constructed. knowledge This statement is based upon si# observe0on of the construction. COntrO tor's Name Engine r Not val d without the signature a 194 *rigin / 2 3 4 raised eat of a Florida Register Engineer. / I ,� DATE BY __gq� R B Y if 5 to N 5 SUBMITTAL DATE DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION C%T% OF OCOEE FLC�;R/DA DATE APR/L 2001 CITY OR JO/I/Ol ZMB REVISE PER CITY REVIEW 6 5///{1J ZMC3 REV. RCP SIZES PER IN HOUSE REVIEW !Q C01.MJTY NCLEIMN DEMNED ZMBNJG . W.M.D. ZMB REVISE PER CITY REVIEW 5/21101 ZMB ADD STORM.REV./NVERTS PER IN-HOUSE REVIEW ASSOCIA E� p,N` INCORPORATED PLAN PROFILE CHECKED NJG SCALE HORZrP-5Q' APPROVAL 7/19101 ZMB ADD MH. RCP PER SJRWMD 4 EtNAINEENINt1 PLANN1144 • GUNVETING . ENVINONMENiAIL E SET 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 2 Pl�'WRIE LAKES VERT.- PROJECT NO. PLOz 203 407-843-5120 . 7/27/01 ZMB REV .C/L.ADD RWM PER CITY REVIEW AS - BUILT ENGINEERING FAX 407-649-8664 \ BUSINESS *1221 STREE�"' "�• Sr/?EE7" � ' FILE NAME PL02GPPA03 SHEET 9 OF l7 (� CURVE DATA A - 42'20034" R - 115.00 ' STA1L �2 STD.FH WIGV ASSY �' 84.99 ' TYPE P-4 INLET ja 1�&"x4' REDUCER T - ".54 • C - 83.a7 ' 395' -1RCP S4 P. C. STA. 10a0.00 1--- x r rEE.2- 4` GV's 40.32% STA11.85.5ZCA P. T. STA. 10#84.98 445•� PVC warERMAtN STD.SAN.M.H. Ire• � PVC d► t.69% 158'-e PVC WATERMAIN a CURVE DATA S3 d 42'1a'a4" STA1t?•OC.O0D \ /� 1 �, - , , R - 150.00 ' STD.SAN.M.H "• \. f. • L- 110.40 \ T - 57.83 ' •� s ..,... ... , ... ....,, -.. T P. C. STA. 11059.52 P. T. STA. 12+69.31 � \ > J. T � (SHADED) 97.90 ` �' � - , •� - �-al /4 � \ ` df02!% � 122 -& Pvc ' D4 ' ` ... ,.... • RECLAIMED wM � &59C? -e PURPLE PVC RWM `' ' STAII.93,6Q y , �,> TYPE P-7T MH ' ►5 \ 4 \ \ ' 00 I . Jr - d 67 -4e RCP4021% a. PVC 5+ Sy VE TYE1a�STA12•729 Fj• -' SlI y SINGLE SERVICE NLETA TYPE P-7T MANHOLE ! NOTEsCOA7RACTOR SHALL REFER TO THIS DETAIL FOR LOCATION AND 1JW.EL 94D3 62' -Ir RCpwz ~-- CONSTRUCTION OF REUSE WATERMA(N SERVICES. RECLAIMED WATER? SERVICE DETAIL , STREET 'D` NOTE :USE PLAT FOR ALL CONSTRUCTION LAYOUT AB-? RD- KEY MAP D4 -a TDP L 9825 53 4 DS oP EL'.5 AroP E 97.89 A �. • STIMATEtJ PROPOSED S OP EL97.5 EL98.50 DWA E' /L GRADE 110 _r EXIST/ GROUN 95 95 90 W. L s2.3o 1NV. EL 9 20 &Ave 90 Aj " �' E� INV. EL 9 3.m fN INV. EL. (Ei INV. EL .30 -NV . L. 88.88 INV. EL 88.88 !N1 85 xV. EL M25 INV. EL. 58.83 (S) 85 CON RACTOR -BULTB" I hereby a to that they "As-Builts" were f Wished to by the con rector listed below. lie a reviewo bees "Aa• i ta" and belie e th m to be in omplionce w th my knowl dge of what woe cc uolly constructed. T s statements based upo site obsery tions of the constru iaA. Contractor's Name E gineer N t valid witho t the s'ignot a and the o iginal ro sed seal of a Florida Registered Engineer. t R B Y I S I Q N S SUBMITTAL DATE �l=N CITY OF oCOEE FLORIDA DATE APRIL 2Q01 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTIONT. ITY OR CS DESIGNED ZMB.NJG 5/22/0I ZMB ADD D4A-D9C.REV.S'D'PER IN-HOUSE REVIEW W.M.D. A s s n c� I Al T lE S INCORPORATED 9 ,FLAN & PROFILE CHECKED NJG 7/2T/Ot ZMB CORRECT SLOPES ON PVC,ADO RWM PER CRY FINAL SCALE HORZo 50' APPROVAL �' PRAIRIE LAKES VE T:l - iQ/t/Qt ZMB SHADE S/W PER CRY REVIEW ENGINEERING isPLANNING • SURVIVING • ENVIRONMENTAL PROJECT NO. PL02-203 BID SET 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 • FAX 407-649-8664 ENGINEERING BUSINESS 01221 �2 STREET ALY FILE NAME PL02CPP.004 1//20/0I ZMB REV.UTILRYES PER QACOMMENTS AS -BUILT SHEET /Q OF R u 12/05/01 TEMPORARY REUSE CONNECTION TD POTABLE SYSTEM. S27- 12'x4' WET -TAP EX. 12'WM,CONSTRUCT 20'-'4' PVC WM. CONNECT 20'- S AL10.20.8�1401 A'. STD.SAN.MH • . - - ' - - = r-�� - ti,-" 1 _ _ _ _ = -or PVC WM. CONNECT TO REUSE LINE W140 TEE & GV.CONSTRU T C TOP EL.aees ..- • -' "- = _ TEMPORARY JUMPER FROM WATERMAIN TO REUSE LINE.WHE4' N REUSE INV•Et.7s.es t51INV M S AVAILABLE 4' GV WILL BE CLOSED. EL • ' .- - ;- `-" "" WATER BECOMES --' - _ - --.."-- = - ' -� ;.� - ..--- ..=•-- D/SCDNNECTED.INSTALL 4° PLUG & GV. REMOVE TEMPORARY JUMPER i OF CLARKE RD. CONNECTION. OPEN TAPPING VALVE ON WEST SIDE AT REUSE CONNECTION .- • ' ' ' J '= ' -- ' ` "- "" - ='= ~``"'9p ..- WET -TAP EXIST. , - - - y'"' - = Ex PP 16"x4' WET -TAP RWM.CONNECT 4' REUSE PVC (VALVE TO 12, WM W112'x8' - - '' " _ = --•''� .� REMAIN CLOSED UNTIL REUSE WATER /S AVAILABLE) TAPPING TEE-*" `, lZx4' TAPPING TEE, 4' Gt/ BORE & JACK TO EX. LINE Ex. Llft Stotlon Ex. San. MH \ (SEES ) 14 /5 !6 1 Ex. Inv. 78.2 - ,,.� '�y M , =- �" -,•- 8 CORE EXIST. M ( \ x\ X fG' p' jLi INV. EL,.7821(E) '' • ` -"' -- - j� • (SEE PROFILE'. S,PiE'E7 12) ` - ' '"' - \ =''- ST 25� 8.4 . C t . • Mgr pyCi.!..4t TYP /N T , O EL 5� 16" SEEL CNG PIP_E� t'} '� , - =' ' , ' r - QP `L. 5.5 , 1NV. L 8 I UIa.2" BrDY. -- BORE &JACK � - GATE V V 3 / NV. 2( S28 TO EX. MH !' ..t-., f r y w�� : - GATE OP EL.89A - ' '` - - a D.F /GV AS 7 -ic !a , • INV. EL.78.42 (W) - 2 5' B ND 2 GV' ' .a 9 J QINV EL.78.52 (NJ- '' �I - - _ r� r ' v - �- - '�. r - .+ - �-Q% r TA27t22J5. $J� RT. ram,.. STD• S�sI�+AN.. MH L. 6.48 g.<- '-£ fr be rel�E - �' ;'-`' - ,' SEE T 1 2 INV. EL$!.9$ - ..- - ��; % -' r _ ,,,,.r -�::, � .:-- s''�"' „ - ..- - T � R P U G --• - � ('� 3' PV WATERMAt 20 SEE SHEET tIA �pP , r ' " �.•-'� ',,�.,'�-% r'�'= �,t� , „ 2 , ~ 22 21 FOR CROSS-SECT10N G RT. R 8'x4" " ES �. - .FH 4 S17 T EL .t7 6 68 LT K7 i3 'GV < q X -.1 - STD. SAN. MH = _ y 4R PLUG, 2• Bro.V. , $ sT Iwo► .1O ' L nw. c.T - 2 C M 7-9 80 A j - ' " TOP EL. 86.28 t - _ ., ! - ST MH - ?�, i'8 �e, 1D ' �' Pvc- o.30x ,� INV. EL. 81.32 64 - - - - TOPE 5.74 / z � _ - �" 76 . ' ' INV. EL. 8127 Nv. LBv. r - 7463 75 l ct 4"47- Sr 23�NttATyop • '" ' f FH W/ 4 - 62 OP .26 ) 2 � rE 6 1 t .96 MA tI , 25 �ti w•--' - •TOP TYPE 'C'INLE7111. - EL. 85.5 INV. EL. 80 �O .o , ��� A , �1 IN A.. v : _ _ _ _ �► A - -w 1 Ial 99 Sao . t 0. c� 5E S ET IG a _ RA M, alifEgil NO= ­w fi3m LT. ST 33 T. S SA V.M TO I / )=Fri.85 EL EL. 1.49 fl.44 I (N) (5) 1 94 93192 91 49\4Di4 I 46 3 I45 (44 14 ' -L- 4 A 3-6 .48. 171L E . T9 ` '-�- P 'C NLE -30" RCPr�Et 10J2% ELL. 5 • \ ---------•---------- ti 1 . ELt 0.86 81 POOL FENCE l 90 89 86 87 86 85 r ovi a •3Dy. 1 1 421 411401.39 26 D21 � © TYPE P 39.62.39* CIL Y E `C INLET � f)P EL.85.5 INV. EL. 77.64(24')& INV. EL. 76.84136"1 sA X. j 29 STA.37-0.11.52r LT. .SAN MH 30 TOPEL 85.70 INV.EL. S/J4 A `J d 3i SEE SHEET IIA FOR CROSS-SECTION f .FH W/ ASS Y. \� .3 3635 GN 8xS TE ; 1 t •, a ,.G y'r 4LLOW SAN. MH , .EL82.38 4 E` STA 37-12.00.CIL 33 TYPE V INLET TOP EL.85.5 /� 34 INV. EL76.64 (36' S)A INV. EL 76.64 (36" NW) A INV.EL7624 (42' E)® '�• ` Q26 (SEE SHEET 7 FOR DATA) /GO' „4r RCP FINISHED GRADE t - 's/ CONCRETE BLOCK COVE OVER OR BRICK AND (SEE NOTE 4) MORTAR WALL j FILLING AT �( BOTH ENDS VENT HOLE STEEL) SANDING RESTRAINED STRAP (TWO ���© JOINT DUCTILE- - - - - - - - - - - PER SET I / IRON PIPE SKIDS MINIM N12666216-9 -- E41408.8380 TOP EL 86 �' MIN. TREATED WOOD SKIDS 1NV. EL 79.72 (15' IV) 1 MONNUMUAMT SPACING INV. EL 76J6 (42' W) A STEEL CASING PI (SEE NOTE 2) INV. EL 76J6 (42' SE) # D27A - • - MITERED END SECT/DN INV. EL 76M A ) DUCTILE IRON PIPE E 4' x 4' x 4'-G' 1' STAINLESS LONG TREATED WOOD STEEL BANDING SKIDS (SEE NOTE 3) STRAP 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4.OF THE MANUAL, MAY BE REOUIRE BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24'DIAMETER, 4. WHERE PRACTICAL, CASING SHALL EXTEND 1RP BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN S'BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REOUIRE LONGER CASING FOR DEEPER BORES. BORING AND JACKING DETAIL d mm LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM - _ _ >4- - - . FIRE HYDRANT CONTOUR 89_----_ -- DRAINAGE STRUCTURE D3 SANITARY STRUCTURE S4 SPOT ELEVATION x89M .M LOT NUMBER 8 DIRECTION OF SURFACE FLOW .-00-3- NOTES PER _UNIT ON ISLAND CONTROL BOX & KEYPAD (SEE NOTES) GATED ENTRY._ CLEAR PAVEMENT IN/our OF PROJECT GATES f GATED ENTRANCE DETAIL A (S/W'S TO HAVE PEDESTRIAN CONTROLLED ACCESS) CITY OF OCOEE CONTROL BOX �r,illll -.. .- _'- Ilrllllllr•/ �r 1. THE BOX WILL BE APPROX. 6'X6'X4' (REFERENCE HOFFMAN PART A46R64HCR). 2. THE BOX WILL CONTAIN A HASP THAT WILL ACCEPT AN EXTERNAL PADLOCK. 3. THE FfiW OF THE BOX WILL CONTAIN A LABEL THAT STATES 'CITY OF OCOEE UTILITIES'. 4. A PUSH-BUTTON SWITCH WILL RE MOUNTED INSIDE THE BOX. WHEN ME SWITCH IS PRESSED. THE ENTRANCE GATE(S) WILL OPEN. R 8 V I S I O N S SUBMITTAL DATE A s s o c l A T E S, INCORPORATE � _ � CZ CJTY OF OCOEE FLORIDA � l TO� A` / Y HQME UTILITY PLAN PRWRIE LAKES DATE APR1L 2001 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR COUNTY 11128101 ZMB REV. PER IN-HOUSE OA 5/,2/0/ ZMB REV. RCP SIZE PER IN-HOUSE REVIEW L W.M.D. CHECKED NJ6 7/27/01 ZMB REV. WM. ADD REUSE.DETAILS PER CJTY & SCALE r-50' FINAL APPROVAL !O/I/O1 ZMB REV.UTILITIES PER CITY COMMENTS gip SET -N NfsE111Na • PLANNING • SURVIVING • ENVINONNIINTAL 520 SOUTH MAGNOLIA AVENUE = ORL.AN.DO, FLORIDA 32801 407-843-5120 o FAX 407-649-8664 ENGINEERING BUSINESS 01221 PROJECT NO. PL02-203 FILE NAME PL02CU7-.001 11120101 ZMB REVISE PER CITY COMMENTS AS-BUILI SHEET 1/OF 17 12/05/01 z 0 m' C/L CL4RKE R I I S27 D3 1F TOP 11.85.5 S216 PROPOSED GRADE ic S2 R4POSED 6 RADE EXIST: ; ; 85 24'WM Exls Grade 85 ______ __ ___________ --___-- ----______ ___--_--_ ---____-- -Exlst.Gra 85 EXIST. - !2• wM M L A�'% 53 __& pv �l?.3ft/. 80 80 80 INV. EL. 7INV. . EL. T8.95 LEI EL 8D.48' ! EL T9J2 71NV. EL 79.46 INK T8.8fi INV. L 79«36 75 75 75 75 UTILITY CROSS NG No 5 U rILITY CROSSING No. I & No. 2 fSE SHEET (SEE SHEET W Cl L CLMKE PP. S 8 1 D 9O 90 TOP La5.5o { " 4DIP { At tE P.XtNPER TO ww PROP SED GRAD Ex.16' RwM I�C�r , E .�I -------- --------- ---------- ---- -__ __- ------ ----- __Exl t.Grade 85 „ / Ex. 24• i ' 85 85 85 RCP " '$ PVC CO o% W/ 691-1 STEEL C ING PIPE - - - - _ _ 8C! r 1 80 80 8'PvC --- ------ • EL 81.56 ------ 80 To lrx.Lift Station 1 24' RCP — W. EL 78.5 I EL. 80.52 75 E lr1v.78.l3 INV. ELT INV. 21 EL 18.42 75 INV. EL. T7�3 INV. E 8D.42 ?5 75 UTILITY C OSSIN No.3 (SEE FHEET 1 EE SHEET 11� f D2 Top iL85.50 $22 PROPOSED GRAD ---------- --------- --------- --_Exist Grade 85 85 �$------------- 80 80 8 36" MP RCP 75 4 (S) 75 wy. EL INV. 76M (NW) INV. 8L my (E) • (SEE 5 I HEFT /1 I it H V 19 10 N S SUBMITTAL DATE — CITY OF OCOEE ORANGE CO,. FLDRIDA DATE APRIL goal 11 J11111 it 1L.G���1J� DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR CO.M.D. DESIGNED ZMg,DO t0///0/ ZMB ADD SHEET TO SET PER CITY COMMEM'S 6� W � D ASSOCIATES, INCORPORATED �� ,.� TOWNH ME UT I L! T Y CROSS —SECT IONS CHECKED DMS it/28101 ZMB REVISE PER IN—HOUSE Q.A. FINAL APPRovAu. SCALE HORz: r 51 vERrr r-�� ENItiNEORING * PLANNING * IBUNWEVINO • ENWHONMENTAL PROJECT NO. pL02�; 80 SET 520 SOUTH MAGNOLIA AVENUE e ORLANDO, FLORIDA 32801 407-843-5120 * FAX 407-649-8664 PRAIRIE LAKES FILE NAME Pca2srrcx.00i AS-9iAlT ENGINEERING BUSINESS 01221 SHEET IIA OF n 12/OS/0 1 CIL STR£Err a, CIL STR£Fr 'A' , 13 s AEM QQ r • 95 DIO Exist. Gr e -------------- _______________ __-- ---- ---__ _-__---------------_-------- - -------------- --- 0 ww► 85 e• w,� �' 0 PVC , ` s. 94 ffVV • 4 80Av-wpoft85 Ex Ist..ore 85 75 sm 08A - D9 - D FO Q (SEE HEFT I D3 - 03A I A (SEE HEST J CIL STREET 'B' DIS CIL MiRKE R . REAR Wr LINE I r r.r1 L„ s • 90 90 90 -,tr DIP Awm -r TEMP. JUA PER TO I m a wm x.16'� � M Cl v AWAt 85 x. /2 4 , IVY r4w 85 mpvco 85 R P D16 Q 6!5r-e• C a MV. '£ � 6-W-lZ ST EL CASING PIPE # 80 80 80 To Ex. Lift SWIM INV. LPL 34 INv.''L 80o `, Exist. rode Ex. Inv. 7 8./3 rlL INV. £L 8.42 ?5 21 75 - 75 w, w w w. NMI y MAW M M W'-V N ' i`IAWF �'a'ia �� mwa�m DO - DAS A (SEE. SHEET 91 (.36" E) 85 80 75 (S �9- 0/ ET 7) EE SHE R B V I S 10 N S SUBMITTAL DATE WYMqCIHMN AssoclA TE INCORPORATED 4 � G'%%`Y OF QCQ,EE' ORANGE CO.. FLORIDA ST ORI�fi PIPE' P j.�f FI ! �` +�' PROFILES v L.L,...�7 PRAIRIE LIKE'S DATE APRIL 2WI DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR COUNTY DESIGNED ZMBNJIi - 5/02/0/ ZMB REV.RCP SIZES PER IN --HOUSE REVIEW �! W.M.D. CHECKED MEJ& 7`/!9/Ol 2MB REVISE STORM PER SJRWMD FINAL APPROVAL SCALE Cr VERTt r-5' YERTrP-5' 7/27/0I ZMB REV.RCP PER CITY REVIEW 5 ENGINEERING * PLANNINN * SURVEVINIO • ENVIRONMENTAL 520 SOUTH MAGNOLIA AVENUE -, ORLANDO, FLORIDA 32801 407-843-5120 • FAX 407-649-8664ENGINEERING BUSINESS 01221 PROJECT NO. PL02-203 BID SET FILE NAME PLO2CxSDoI I1/28/0/ 2MB REVISE PER IN-HOUSE O.A ® I►s-aULt SHEET 12 OF tT 1.2/05/01 m DIMENSIONS AND QUANTITIES m o sODi w (SarQs / Q X A 8 C E F & S/ Qpfbk Tr7 Wraa X Shgk Qe•UAb Trlge L11ad S/nple Dmrbk 7N Ordad Sib GWiOrof Afife NR3� ae,. f ,w.,. I a,, I pm. I I ptm I ptoe I p1m I plm. I pl— I Plea I Ptns I ROE Sae Sheds of 6 For SiSft ftrO a i�,�l�,��i���i+_T�1�?3,���.��F.1+.ii�E'i��>E'zi#�f��1���� + ! �+?'!��F�i�i;=��:����'•��7 ... � .�Itl�c��I�z�I>�•:�srt�'�I����E�r.�r==�r.:rc{,�rx=.�r,�-ztw�I[r��sr=i�I���r�•�t�s,��rrt��a�Itlr�:�w�c��cs>� - . - ��I��itFx.•f�11�:rZ•7� 11��3r<9l�ka1��Y�i��T�litF���?'����;i���tTti>�)��.r,:3i��lEa���-��;•� . � • + + r.. . .i1C�,1tNl�-�I�IIfE.:����i����EP����� � �•7�F.;��!+��IL!�4���i7NI1�L"1NN1111E�7�1�'����:� nc7�a■r.���.�r�_:rt,�:Y�an�r������rE�r�:������w�=.a��.�II�r����:�i_,+�. �r��c;:��:�rl��� . ,. Bent' or Fad CarArs o Mwv's S(aA3' br 5,rNat Iielarormd WNhWWF "-MAMA 70P VIEW -SINGLE PIPE 3' ar i5A a 1 Deepen *MW Qutalab Edge Of Plpe Far`5j Pa(d For At Pipe CA wt m-ft- ftm 2-0 �s -I" e L SECTION -Sod6evekd or Rand Carom a atw 0 rw-er 1011AYa Skas or SirA!at sw l;bllKaax/ WNh 1NfF 6A6-WtAAw/A TOP VIEW - MULTIPLE PIPE �.� slar Dgcdv srarAe � v IF 3 _ #d* See sAeef 6 far d ft Bed AAA VSod dSkpo r 4 .!Alga' a To Q'tpe For Plpea IrArd SAldkl. 2 dFor MM DfArd Larger. 2 ,IM)W III* (Plpe For Rpm 0*0 sffidw IdFer Pffi a Zf *W Larger. CROSS DRAIN MITERED END SECTION C 1rdref type 4 Syadaefrloal AW C lNalType 2 SymmetrlaM Abov1 C jjj r � INLET TYPE I INLET TYPE 2 SYMMETRICAL ABOUT C To Be PIUd Llmtts Or Add crostri atlon To Be powFa AsC.&G. For AsC&G. I n 2'D/acow Sae SMb RdMadng D o117'Ns Sheaf. t C InW 4. \ � t5 Fl.of support Past s_a A INLET TYPE 3 INLET TYPE 4 SYMMETRICAL ABOUT C 0 so EEO, Rpr KY DRIVEWAY DRIVEWAY LOT LOT VARIES ---- -- ... --- VARIES 6" THICK CONCRETE II/2' ACS.0 (YPE !) 6` THICK CONCRETE 6' SOIL CEMENT I2'SUBGRADE COMPACTED TO 95/. MAX. DENSITY A.A.St1.T.0., T-180.75 FBV. rYPICAL PAVEMENT StMON NaI TOWNHOUSE • 50' R/W • `r 25, �r � Z'• t e GRADE • V4`/FT �` CONC. S/W rTYPJ M/AM! CURB (BY OTHERS) & GUTTER (TYPJ PMIN. ACSG TYPE S-3 4'X6' STABIUZATION 6' SOIL CEMENT BASE COURSE TO F B.V. 50 PSI. rTYPJ !2' COMPACTED SUBBASE TO 95% 4 MAX. DENSITY. AASHTO T-180 TYPICAL PAVEMENT SECTION SINGLE-FAAALY GENERAL NOTES LTie finished grade and of #a IAW W ore ro ca corm wJth fie fldshed wars VW ow grade or the prgooabd aldewdk ondicr Lnrda: 2. When !Nets are to be conefru;ted m a -MrWer to the plans to dd&Wm fle radhra ardwhere nettisao ."wtfy the 1'wdoe,,, aopadflVy. Bend eW**n neoesm . 3.Atisleettn INeOtop steal/hWa 1!jlNravary rover vaffess o(Aarwlae alnwrtln(aftgps 811'dlbe ellher wd4 rplbw w prawd cwoW& 4 Tfa rear wall poriJoo of IaW taps Types 1.Z3 & 4 oW be mmatrrxded wNh brlat DoWs to top slob rK dred. * of* next wnaete Awat poet w o be mcwabla 6. Fw sugo &Mdd dddls see hdeX NaWL 7. TtAm Wets are to be used wNA Curb and GWter rypas E and F. Lom* autstde of pede kka a wsvalk where proo(loal. & Fa drudwe bpaasva sae lndex Na Z= r-w'A 06 Bars Q 9 4Y c 6 Burs 40 a � � '•s Bors 0 A 9' B Ckaaefe Srtl{oorf Pest #6 Bars 0 9 6-0' 3-0 . slaw to ��a 06affs(Tyµ) � 3'- 0' RY- 0' 31- (7 3'- 9 . a a air T Tr GLOWTram Tram Lu SECTION B8 ( TYPE I AND 2) SECTION BB ( TYPE 3 AND 4 1 }` & a6 Burs *6 Bars 6' See gale �+ 9 9 Co/d ede 8` h Fral Cwb jj r7 Na4 Support Post See hrote 4 5' @ concrete Boat Of Curb +6 Bars a 9 1•.•e.A 5' i Concrete Support Past i 1 N44 ?. I Support Post a 9' S 7ft. 11 Nab Top Bons &lBrAnlarele Or 1 r ( 3'- 6' 2 (r �176wete or - r r-s' r- If r 31' sor/nm Bara F� -;�— &Brick. s - a DIMENSIONAL SECTION DIMENSIONAL SECTION 2$' For 31-6'S1rm*ra Baftm+ 1 ' Fa 4 - O'Strudure B*om Nab Bons UNa� i Nar Bdltat Bar$ Nab Bars Nab a"I Nab Bars Unbss Olherwlae S/xArty OF VAR! DIMENSIONS DIMENSKIJII 3'•6' 4'•0' A Pr Pe B r-& r B c r-9' r- D 9 7 Ka6 Bars Ar9Ctrs I & Na6 Bars N9'Ctr& I 9 fi ' 1V' Olher►rlseSlnwn g' Nab Kara A►9'Ctra. xa6 Bars Ass'ctm Nas eora Ar & SLAB REINFORCING INLETS 1,Z3 and 4 Nab B&s Nab Bars Na4 Bars Na7 Bars Na4 Bore Na7 Bars At &Ctr& At & Ctrs. I 1 Both Ways Bath Ways } r- • Na4 Barn A► &Ctrs. Na4 Bars At&Ctrs. Na4 Kara At6'Cira. jt'- 3'-6'LYamder J 1- 4'-O'lNaad w 4 REINFORCING SECTION REINFORCING SECTION DIMENSION & REINFORCING 3'-6DIA.STRUCTURE BOTTOM (SECTION AA 1 4'-O"DIA.STRUCTURE BOTTOM (SECTION AA l SECTION FOR TYPE E CURB TRANSVERSE SECTIONS FOR INLETS TYPES 1,2,3 & 4 NOTE :ALL INLET STRUCTURE TOPS TO BE PRECAST 22ON do 10, S' S' Z • 1d6Wal GRASS 12' Iz GRASS e LOT t LOT 5�S/W GRAss Vac!;; E VARIES 6RASs 5 S/W N/2' ACS:C (TYPE t) 6' SOIL CEMENT Iz SUBGRADE COMPACTED TO 95/. MAX.DENSITY AAS.H.T.O.. T-180. T5 FBV. TYPICAL PAVEMENT SECT ON Noe2 A TUWNHMISE 50' R/W • 5' a 25' • : 4' 2 t , • r � PROFtLE GRADE • I •/F7 r AFT SFr % iF7 4' CONC. S/W (l'f'PJ M/AM! CWRB (BY OTHER5) & GUTTER (rYPJ PMIN.A.CSrC TYPE 5-3 4'X61 STAB/UZAt10N 6' SOIL CEMENT BASE COURSE TO F.B.V.50 PSI. (TYPJ 12'COMPACTED SUB -BASE TO 95% MAX. DENSITY. AASHTO T-180 a TYPICAL ENTRANCE SECTION SINGLE-FAMILY Lu 51' 5' I 5' 24'dO 22' ti 1dew,� j JAV �JitFS \ � Vebirw '—TYPE 'B' MIAW CURB & � 412' A.CSP TYPE S-Ill (TYPJ GUTTER (TYP) TYPE '17 MEDIAN CURB (TYPJ 6" 50/L CEMENT BASE (TYP.1 1Z COMPACTED SUBBASE TO 987. MAX.DENSITY AASAT.O.(T--IBO) TYPICAL. SECTION TOWNHOMAE ENTRANCEQ L FINISHED GRADE CONCRETE BLOCK '�` 361 MIN. OR BRICK AND (SEE NOTE 4) COVER MORTAR WALL FILLING AT BOTH ENDS ' .,� -VENT HOLE I' STAINLESS • STEEL BANDING .RESTRAINED STRAP (TWO JOINT DUCTILE--- - — - — - — - --- --- PER SET OF IRON PIPE SKIDS MINIMUM) 6' MIN. TREATED WOOD SKIDSf MINUMUMT SPACING STEEL CASING PIP (SEE NOTE 2) DUCTILE IRON PIPE f 4' x 4' x 4'-G' I' STAINLESS LONG TREATED WOOD STEEL BANDING SKIDS (SEE NOTE 3) STRAP � I I � 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION► ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4.OF THE MANUAL, MAY BE REQUIRE BY THE COUNTY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24'DIAMETER. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10'BEYONO EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6'BEYOND EDGE OF PAVEMENT IN ANY CASE, THE COUNTY MAY REQUIRE LONGER CASING FOR DEEPER BORES. MIAMI CURB DEI'NL (TYPE *&) STANDARD CURB & GtffrER DETAIL (TYPE 'A'a aa"r a7vaearatw ant — -mrx or crave • BUTTE 4 rmw uar- r4 ECW ac AwomEwr sw="vp rrMANSIXAN srncaAs Bta'TE m+ aF acne _17 rvErExr suvtx�cE Fuw wff t .lZEmu= STD. CURB TO M/"/ CURB TRANSITION ■rn -- --Mrm nr - I PLAN_ 4' CONC.SIDEWALK 6.0'•1- ��EXP.JOINT te+- �rl •'' ' : ' 6 TYP.RAA(P FLOOR AND SIDES 7ANDARD 0OURB & GUTTER- W EXP.JOINT REMOVE & REPLACE) ,�ECT10N A -A NOTESr ).ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2.LOW CURB &TRANS?ION MAY BE FORAI£D AT THE OF CURB CONSTRUCTION. 3.CONSTRUCT WITH CLASS A (3000PSO CONCRETE. 4.CONTRACrOR TO VERIFY WITH LOCAL AGENCY THE REOUIREMENT OF DETECTABLE WARNING STRIPS PER THE FLORIDA ACCESSIBILITY CODE SECTION 4292 AND FIGURES 40(a & b). -WHEELCHAIR RAMP 4'-&- 1NTE/IM SITE V-01- Ldif!i CLAFW.E AMN NACXN&r 1eAItAMW In :•�: :.:: NoTEs. 6CONCRETE SHALL BE 3000 PSI. ZSIDEWALK SHALL BE 6'THICK AT ALL DRIVEWAYS AND POND AREAS. SIDEW&K DET A X 1 01rNfhi IM! itr• R IAo//lfpfOVw11MA/i t10Mfl/S M►i <f woft inA ri�WH/d dlKlalli Ili! OMI) Cofliti'w— Di /fldl�Of�ld' ar " 5 BORING AND JACKING DETAIL wm.IWOwQ►aloaraArWMAftVatWoarVi*00 (FIG.106) .1tli /Lr>)orA eMa flrJrr[r beef! BdnWvtardfld LneeMfr 10*wry IMLthOrll�l Can/r+oafari AMor+>fiinAottra �Mre yr.rr`••.. R$ V I S 10 N 5 SUBMITTAL DATE + �ASSOCIATES,INCOPOATS � �(/ j+I ��QEE FLORIDASATE avING&DRAINAG DETAILS PRAIRIE LAKES �'RIL 20DI DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR C01MtTY DESIGNED 2M6T/©I 7/2 ZMB ADD TYP. SECTIONS PER CITY REVIEW $' W. CHECKED NJG 10/I/Ol ZMB ENLARGE DETA/LS,REV. DETAIL PER CITY REVIEW fi INAI APROvA SCALE NTS ENOIN1141N0 • PLANNING r •URVEIINQ • ENVIROMMENtAL 520 SOUTH MAGNOLIA AVENUE : ORL-ANDO, FLORIDA 32801 407-843-5120 a FAX 407-649-8664 ENGINEERING I3USINBSS +1221 PROJECT NO. PLOZ-203 Im SET FILE NAME PLd2PPDA01 AS-W I SHEET 13 OF n 2 -Na8 *8. TOP ViEW r-m SECTION TYPE I Far 90* is TOP VIEW TOP VIEW P WALL SECTION SECTION WALL SECTION SECTION TYPE IT TYPE III For Curb inlets 7ypas 1.&3,& 4 For Curb )Hats iypas 7 & e CAST IRON FRAMES RdrfwdM ears a IV Was &MM'rye ExogotAINdle Bars Mpe Bars Shown a 710m f rs. Aft Srs WNh ACI S7ai*rd Hosts Calved gaprax.45 Or Emtedded In Aaaardmce Wph Tia Stab Nab Bars 4WNa.3°"� a �r� �IV Sate NOTES (TOPS, FRAMES, AND COVER) BeI U11111 I I I I try 1. All stadtwo &shwa himtmt Omer &#*es v1W1)faroeresrt Na6 Bars Bar Size rep &am * offtwiae shown aw ahQJl be !Dated wmm indicated. )OW 6 -Na8 Bois Simon Ma4 310& 4' ors SOW a IVCerters &M f,B 61 P. Mmnhde tan Top 7 stabs &half to of Cads it mrrxdet Sys EXW# m k ears Sham tt6 T (mwft as sp ff1W In AM( "0 mW to umed for 7"Ceders, All Bars wflh ACI r ratisr see Gerard Note NaP. k0ord Heats Cmded r>,oirox 5 :Or Embedded In Aoowdome 3. M&va% fop Type? state mw to of oad4nptaae or a TAB Sbb Reitdo/arl�nnt proeasf omstnidlm The aptland,tey to for preraoa fats odi Sham urdar wbw and to Ikv of darts. From and star opedW are to N0 watrbox. Ffams 3 of 3Exoei! Alt Nab Bars 4 o p a m usted **h from cite to aft oor�ren d drl And Ma6 Bats Around YardiNe eoud REINFORCEMENT PLAN Opeift Srdl REINFORCEMENT PLAN co de �r orbtr at aar nice/ n For arcrda Corrcrefe oaufrutfaafie come and sled rdnfaroemed shag MFor "& 4 txa 6�BrtcESee to tie same as Ma supparllrtQ wall rstt An eaoertrtc VFw 61& 71DIa Aloe A 3r (crone may be used. \`• Y Dla S llanfets fgo3 alaRbe AeCtfed 10 6frtxttrreS by aprta,a 1'0d16aa/ KW ?Ci'apdonot Ky is ativatractfon kilts a circa on Shed 3 of 3 A &Wv Thr Tom of ,Draft Twrms Of 3'4i'Or 4•Dra 6 AVo"m to be fart wdlded to fram d third palms w 3 G,4 0;6 0.7 D'Aht Structure Wall 3°10, & 6? OOta -qtu*" wall gmded of fWrd pdnls wtih wv f►pYrtom ill; am m of foxed ww). SECTION SECTION 7. 7. the 212 1Am w is Me repft*m t tar a pro0.wlareWr TYPE 7-T ( TRAFFIC ) (f —20) `TYPE 7-NT (NON -TRAFFIC ) APE R is diem& a frdaw (r mfffta " MANHOLES OR JUNCTION BOXES MANHOLES STRUCTURE TOPS Type A Or B Riser Hoop Bar ( Arc )San* Size As Stab Re11i'oroemertt. Rwrad EX wton Replaced By P�erffiftrai Iff 3 12 Rdnforcernenf - Fillet Each Corl>er � All Around IMP ct AR RFIA1FnPrIAfrQ SrFFI f)lar.I?AU TOP SLAB REINFORCING STEEL DIAGRAM Hooks A Wred 1 4t*. _ v 3'-6'Or 4'-O' k 8' e-0 7' or 8' Dla. �:Z3'Z Es — 8' Brick or Concrete One Cage #5 a 12' Ctrs. Both Ways in Center 40f Concrete Wait Hooks Required a 16 Bars 6 Bars 8' Concrete 11 TOP AND FLOOR SLAB TABLE — TYPE J ALT.A ALT•B SLgB HICKNESS A�� MIn. F51� I Max. REINFORCING OP & FLOOR SLABS La WIDTH LfH 3' 6' UIdI~ 8' 2' 29' s6 a 6ICTRS BW. 41-0' unlifNed 8' 2' 25, *6 a 61CTRS B.W. 5'-0' 6'-O' Ry 2' 27 w7 a 6'CTRS8IY. 6' S' 0' 6' 0' 8' 2' EV #6 a 6'CrRS.a w. 6' 6' 0 6' 0' 10, r 25' *7 a 6'CrRS B.W. 7' or 8' 6'-0' 6'-0' iV a IF *7 a 61CTRS.8d9- 6;0 71-a a Z 25' *7 a 41' CTRS.am s1-V p/ V 4 a'-a� !o' r 15, *7 a 4LI' CrRSB�v Larger Boxes Require SpedoiDeslgn Dstalls #4 Bars a 10 Ctrs Hor'iz R4 Bars a G'Ctrs Horiz *See Slob Table ALTERNATE A ii+trPWIpteralBars Or Stralghf End ALTERNATE B Embednxrrts May Be Used In Ueu Of Standard Hooks In Accordance Wlfh Detalls Index Na201,SA3 Of 5 TYPE J FOR INLETS, MANHOLES AND JUNCTION BOXES ( Cl 8' Brick Or NorrRafnforced ix Concrete Or c$ 6' Reinreroed Concrete ?8 � One Cage *4 a 12Crrs .� 31 Za $ Both ways In Center �l?f r, Concrete Well to a Ti. a+� COVER FOR ALL FRAMES -WEIGHT OF CASTINGS Typ t _._. �125 Lba_ Type 2 134 LAs: Type Ir 98 Lbe. Caen 82Ids. Flild Each Corner a/ a 2Zo to (a j 4� fl ,NIAAr �o 3'-6 •Or 41-V Mo. y o g Z *4 Bar b a 12'Ch a oBoth Wah . F1! i 4 x P it #4 Bors a 9'Ctrs c$ *4 Bars Both Ways. Bath Wdy& ALTERNATE A ALTERNATE B TYPE P FOR INLETS, MANHOLES AND JUNCTION BOXES UNDERDRAlN C14. 2 NArURAL GROUND CONCRETE CURE? ASPHALTIC CONCRETE ::fit.", cy• •a,'•,••bi:.Q `' �e. CLEAN FINE SAND BACKPILL (LESS THAN 5/. 71. = PASSING U.S.2W SIEVE) lNV.EL» F.DDO.T.902-4 FILTER SAND ,, 8F EL WAPE't7 WHSHM/RAFI5 NOR y IBe APPROVED EWAL 6" FULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK NOTEs UNDE'RDRA/N INVERT SHALL BE PLACED 36 INCHES BELOW TOP OF PAVEMENT AT CURB LINE ATYPICAL Cl; OSS-SECT ION ROADWAY UNDERDRAIN Do 31ysLEY aff rep mar FCU.Ol► SrAl v a4LavMLciMf N W&&4U Ft:OM' LIl 3 +tk/3T MAtMrAIN o,QM MIN. rr��olE i- t sv'A� i' III - SE'G`i _ -A .7 U7 A M 30 V&LEY GUTTER &.,TRANSITION DETAIL E - - r.- -.r - -rr -- - - r- tar 18' a �• e' ♦i' 1 .Ci *"� GENERAL NOTES L Walls or droumr stru<iuros (ANarnde A ) c&Wvcted In pace MW be of 4 AWrt'oroemeni is based m Grade 4a Grads 60 or welded wire fobarte efiter & Atrsteel burs andlrn�o- eldomun cover uNasa dhevwlae slnwnttxtzar+taleisal In nm - raWored concrete or Arkk or rdnfwaed caaormia Precast and reatmWIw smodh or deformedmay to used w perdW by Male 4,lnden Wt. reaft Won struduroe skilbe lopped a sdntmcmt of 24 bar dlameters of owaers. sfnxlures ( Alternate B ) &WIf be cwWructed of slnforout aorkrafe ony: See! 4 of S a WaflfNatmes and r$ifwcemertare for Ober reiA twoed wsf4rrpfaoe or & Structure bftms Types J and P nw be used 1n coolunerton wAh curb Inlet taps Types 1,Z34,3,a9,ond 10.mld cry lnmtxle or ludlan box unka dt rwise 9: The owner MAU down are neomssory for raftV w sfrrxiu es used with dm9ar risers and /nW Nrads and used on skew• with reda War rfmra loaf and 1AW thrad&FMiefs Ct ' rwr.■ir.rrrr, �" precast concrete tots except moo prea+st drm w tuft mcw be furfdmw In Wher AST.M. C-RV I to 96' dlometer I w dlnwY+ 1n tee prans or other standard drowings,Strudure bofhou Type J.AR.B wql be r" ifed In tie lower end of the Aft.8 riser what used with the AII.A Wx ,r. ri r r .�..., y cent hl�reby�.wcerttfles to the OiiN�N,El4wwthr�f` covered by t1a�s drowftnq with walls amwdonae with up AST.M. C-7aClm$ IM.KVd1l,mafii'ted when the e1!lpt�t ated cage area IS soy be umd In amjw)Ww with curb inlet Types 7 & 8,af my d" bdtom irtet urdws dherwlse shown 1n tie pions or other standard drawtng& /a Iod N mft riser or mmtl0/e � &Wl be seam to dnxfurw as sham on Index Ata2m. ,iwmwpirovee.�m�e�tnts and tt v related del ails ft a been dL/,► h7s ruc e as Indicated or as paged In the arradr W&Wrd or the wall 6. Rxlmfgular slrudwes may to totaled as dlretted by the Engineer to Order fa 1l. Structures wtlh depths over !4' are to be Wnated for fioataMaa DY dleBlgnef d prolear dl'otnoger. I?Wffted by He noters and gropi�ies shown Absent d note or r s f � dpl I7 C to 3. Tap and fkm' stab thwnms and reinformwt we for an types or cownirtion. fodiirate cox Woes between the structure walls and storm sewer pipes �.w tl *wntrory, tie Improvements hove been constructed ~Ittg Industry Teo and flan !tabs for Type J units shalt be of Crass it aarx'd%Conorde as sp>eatrled /a A.ST.M. C478 (4 W pal) may be used to ifeu of Cfams I ono stoat ll = EWf ooty squired embedmut Abate In the tap and atobs We are spoght t2 Larger than spedfled standard Trutt may be suAstdrded athk axtradar's Qallon when fiefs vofs will nd cause or increase hie Severity of tNI& omnflldssuah Awger untie standard toterdnces. connate In precast Items manufactured to plums w)dch are under tie Stmdord Operoi/ng PragdurBs' for the lnspadlon d psoosi drdnoga pfoduds r4o oe Am w !lei to rgoknced with atrat¢t aatxidmerds or petlphefaf rNnforcenanf in a000rdonx wIM the w reinforceawt defoll shown under Rebw Stralglt End EmCednW1f Or Pmrlpherel Relnformwt Jn IJev Of AC1Standard Hooka Far Top Aad S*om Slobs:lndex N0.20I.Shsd 3 of &5tgr shall be furoshed at no addiNoml oost to the Lkpwfv f.Larger Alhtnwfe A tots oamef rW" Aryw� B uots wilhafi awmd of the EiWneer.TNs ado appW to fNs lhabx any } d: (fig= 13. For dkWnWa w d lunation box tops:fw fronm and mws;andfor sappknertmy ~is AuthOTt28d Cotftroator's Representdtive set index tam. R E V IS I0 N S DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 7/27/0/ ZMB ADD TYP. SECTIONS PER CiTY REVIEW /0///0/ ZMB ADD .SHEET TO SET PER CITY REVIEW 6 11120101 1 ZMB I ADD UJ7.DErA/L PER CITY COMMENTS 7 SUBMITTAL DATE CITY OR COUNTY W.M.D. FINAL APPROVAL BID SET AS -BUILT WWYMm6NGLE7DN ENrE1NEE1lENA * PLANNING + OUAVEVINO • ENVIRONMENTAL 520 SOUTH MAGNOLIA AVENUE o ORLANDO, FLORIDA 32801 407-843-5120 • FAX 407-649-8664 ENGINEERING BUSINESS •1221 C/rY OF XOE'E FLORIDA DATE ApRIL 200/ DESIGNED ZMB CHECKED NJG PAVING & DRAINAGE DETAIL SCALE NrS ZPROJECT NO. PL02-203 PRAIRIE LAKES FILE NAME P102PPD.DOE SHEET 13A OF 17 n MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).� PIPE SIZE 4• 6- 8' 10' 12' IS- 20- 24• 30' 9r BEND 20 27 35 41 48 45' BEND 9 12 15 17 20 22-1/2 * BEND 4 6 7 8 10 11-1/4 'BEND 2 3 4 4 5 PLUG OR BRANCH OF TEE 54 57 74F86 102 NOTES: I. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. S. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 P.S.I.* SOIL DESIGNATION: SAND -SILT* LAYING CONDITIONS: TYPE 0 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. TWIN) BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE COUNTY GATE VALVE TEST COCK (TYP.) GATE VALVE ' 1 UNION NIPPLENPPLE (TYP.) (2 REQUIRED) - ! L T 906 BEND (2 REDUIRED) FINAL GRADE I i 18' DIAMETER BY 6' 1 OR 18' x 18' x 6' FR CONCRETE COLLAR TO MAI-N - - - - AROUND (2ARE0 D.) _ SERVICE NOTES: 1. ALL PIPE AND FITTINGS 2'AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. I DATE I BY REDUCED PRESSURE BACKFLOW PREVENTER (FIG. 5M) C CROWN TRENCH IN TRENCH WID11 UNIMPROVED AREAS (3' MINJ (SEE TYPE B W/ SIZE OF FINISHED /-SEE NOTE v COMMON FILL s PIPE O.D. 1 N I 12'(TYPJ I SELECT SELECT COMMON I FILLN FILL -; '''�, `` m BEDDING ROCK W IaJ a Lij PIPE BEDDING-- IT (SEE NOTE B & 9) / UNDISTURBED EARTH NOTES: 1. PIPE BEDDING:SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL.COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AAS'HTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY OF OCOEE. 4. (*k IT MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24' MAX, FOR PIPE DIAMETER 24' ANO LARGER. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. G. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS, 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN IT AND 6-MINIMUM FOR PIPE DIAMETER IW AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY OF OCOEE SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION, TYPE A BEDDING AND TRENCHING DETAIL TI& IM ) AREA FOR UNDISTURBED PLUG AREA FOR SOIL (TYP.) -� TEE I t WOOD L OOCKING TRENCHEDGE -{- - - �-- - _ _ _ r - -- tTYPJ (TYP.) I ' AREA FOR I .I'• PLUG CROSS W/PLUG CROSS W/ ` WOOD FORM BOARDS BEHIND TWO PLUGS TEE TEE W/PLUG BELL SHALL NOT INTERFERE AREA FOREND AREA FOR WITH JOINT (TYP A CONCRETE THRUST BLOCK (TYP.) G2 - -- _ AREA FOR TRRENCtH}F PLUG I (TYP.)-- OFFSET (AS RED D) --• ---� TEE Wit RFmn,; WYE END PLUG EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST - -M \ �-- THRUST BLOCK MIN• AREA tSO. FT.) CONCRETE TYPICAL SECTION THRUST BLOCK SCHEDULE FOR THRUST BLOCK AREAS * PIPE SIZE (INCHES) 90 BEND (SO FT)(SO 45 BEND FT)(SO 22-1/2 BEND FT)(SO tl-1/4 BEND FT) TEE 8 PLUG (SO FT) DESIGN PRESS (PSI) 4 2.0 1.0 0.7 0.5 2.0 150 6 4.0 2.3 1.2 0.6 4.0 ISO a 7.0 3.8 1 2.0 1.0 7.0 1 ISO 10 10.2 5.6 2.9 1.5 10.2 I50 12 11 14.6 8.0 4.0 2.t 14.6 150 NOTE. 2000 THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1.500 MINI BEARING. SEE NOTE 5 . TO BE COMPLETED BY ENGINEER. w _ LOT LINE _ I WYE WITH I 1 -I 6' BRANCH SEWER MAIN I w w 16' 45 . I SIZE VARIES 1 CLEAN -OUT cn a { BEND I (TYP.) z 1 1 WYE WITH I SEE NOTE 1 _. _ - _ _ _ - - 6' BRANCH CLEAN -OUT REMOVABLE I 6045 ° WYE WITH SEE NOTE I - tPLUG 1 BEND 6 BRANCH I,.II _ LOT z1 1 - --LINE 3t� DOUBLE I PLAN FINISHED GRADE SLOPE TO IH AT ' 1.0% MIN. cr_ ROTATE -- SPRING LINE 1 TERMINAL DEPTH 30' (TYP.) AS HOUSE` IREDICE R (SEE NOTE 3) i SEWER MAIN (3' MIN.)(TYP.) I SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL (FIG.204) R13vlsTo N s DESCRIPTION DATE BY I DESCRIPTION 12 THHN TRACING WIRE' EPURPLEI 1" SINGLE NOTES: 1. THRUST BLOCK BEARING AREAS SHALL DE PORED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (B MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. THRUST BLOCK DETAIL tfl& IMm SERVICE LINE SERVICE BOX V CURB STOP i" THREAD PLUG TEE THREAD 1" CORPORATION MIN STOP SHORT 1" CURB R.O.W. OR BACK NIPPLE EDGE OF OF SIDEWALK • PAVEMENT BACK OF PLAN MAINTAIN T MIN DEPTH OF COVER SIDEWALK -ITT OUTLET DGE OF PAVEMENT ACK OF CURB 1'-O" 4" BALL VALVE MIN WITH LEVER SHORT _ c NIPPLE o 1" SINGLE - •-i 1 SERVICE LINE CORPORATIO STOP ,1.. X Je4" REDUCER •F' THREAD PLUG 12 THHN V CURB STOP -✓ ' . TRACING WIRE' 1" THREAD , 5 THREADED PVC V MALE TEE MAXNIPPLE TO BE )NSTALLE IN METER SIDE OF CURB STOP NOTES PROFILE 1. SERVICE BOX FURNISHED "COIL EXCESS TRACING BY THE CITY OF OCOEE. WIRE IN BOX. 2. FOR COMMERCIAL PROJECTS, THE CITY WILL PROVIDE A RECLAIMED WATER METER AND BOX IN LIEU OF A SERVICE CONNECTION BOX. 3. 3" MIN BETWEEN TEE AND 3`.4" BALL VALVE IN VALVE BOX. n RECLAIMED WATER SINGLE SERVICE CONNECTION METALLIC LOCATING 24' x 24' x 6' FINISHED GRADE THICK CONC. PAD TYP. EACH VALVE BOX, 3'DIA.BRONZE DISC ANCHORED IN CONC.PAD *4 BARS ALL STAMP AS REWD AROUND 3' DIA. BRONZE o 1 MAX. (SEE NOTE 1) DISC ANCHORED IN WARNING TAPE ABOVE PIPE &WIRE SIZE OF VALV7 ASNREO 0 STAMP TYPE OF VALVE (0)� OR FWORRCERMAINN SERVICE ' DIRECTION & NO. Ln �ENURN5 TO ,' , •�' )'MAX. METALLIC LOCATING WIRE (TO BE TAPED �_ TO THE PIPE} 5 VALVE BOX "ATeR '�- AND COVER , (TYP.) CONCRETED MIN. s 2*, ', ANCHORS MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE q' ASPHALT SURFACE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (i4 GAUGE COPPER) CAPABLE OF tETECTI(#N BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. i I LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX BASE 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A ( MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. I USE DUCT TAPE AS NECESSARY TO IUD WIRE DIRECTLY ON THE TOP OF THE PIPE. MIN.)PRECAST POST 4. WARING TAPE TO BE LOCATED ABOVE PIPE AND LOCATING WIRE. AND COVER WITH X OIAMETER (TYP.) BRONZE I GROUT AS SIN SHOWN IMPROVED CONDTITION ABOVE. PVC PIPE LOCATING WIRE DETAIL NOTES.- 1. BRONZE IDENTIFICATION DISC SHALL BE REOUIREO FOR ALL VALVES lip AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X G' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL Y-FITTING Ti& IMn U-BRANCH U-BRANCH FITTING FITTING CORPORATION CURB STOP CORPORATION (I' x 3/4' x 3/4') STOP (I' MIN.) (SEE NOTE 3) STOP UY2' MIN.) (NOTE: U-BRANCH FITTINGS LOT TO HAVE LOCKABLE WINGS) MARK WITH ENCASE SINGLE SERVICE IN WOOD PAINTED CURB STOP DOUBLE 1Y2'PVC UNDER PVM'L BBLUELOT NUMBERS 2 LOTS (TYP.) SERVICE (TYP.) . ( L _ 1■ i MARK WITH WOOD PAINTED PROPERTY - - - - - - - - - _ - ' s BLUE & WITH LOT NUMBERS LINE (TYP.) -�-; i ; 1 c ¢ p� ENCASE SERYICESIkN 2, E II a a 12-BLOWOFF VALVE I I PVC UNDER PAVEJENTLj (SEE DETAILS ` I 200 PSI POLY 200 PSI POLY I ` . ` •..\ I I I I I TUBING 5i9 TUBING SDR9 SINGLE METER BOX 2-DOU8LE METER BOXES I I v AND WATER METER AND WATER METER I (6' MINIMUM) MY CITY OF OCOEEf (SERVICE & IRRIGATION) % SINGLE SERVICE DOUBLE SERVICE 200 PSI POLY TUBING SDR9 if , - - - - - - - - - - --! » - - I I I ¢ CORPORATION STOP I W & FITTING (NORMALLY OPEN) w �. t CCTADS --PTO METER BOX 4' WATER --- I 4 x6 REDUCE MAIN (MIN.) 6' FIRE I I 1 I in SADDLE 200 PSI POLYETHYLENE FITTINGS AS , 1 HYDRANT I TUBING SDR9 (1 MIN.) ISkOT�I 30 45 DEG.REQUIRED (TYP.) (SEE 1) I I , RIGHT OF WAY LINE-4 I-- It I - V UTILITY ESM'T.(TYP.) ( I CURB WATER MAIN WATER MAIN 2' (TYP.) NOTES- 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED JOINT TYPE CONNECTIONS.SIDEWALK tTYPJ 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. - -- - - -+---RIGHT OF WAY LINE 3. SHALLSERVICE BVICRIED APPROXIMATELYAT A BXBELOWFI O(GRADE AND SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18'STAKE WITH NOTES: THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE 1. ANCHORING TYPE 90'BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY LOT(S)TO BE SERVED. CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE. WATER SERVICE CONNECTION DETAILS WATER SERVICE LOCATION DETAIL T'&''05' M 04) HYDRANTOPERATING SET i' OF VALVE ;i NUT 1 FINISHED GRADE ( , 1COLLAR 241SQU OR AS ( 1 FINISHED GRADE UNPAVED AREAS (SEE DETAILS) REINWFE • E PUMPER NOZZLE SHEAR ,11 isFACING STREETL/y �i:���\i.r,'•""""'">!\\�� li.�:/�iil. NOTE 2VALVE COLLAR D.C.ALL 1 %/�� �`��!/ AROUND An IARI :/ BO SEE1 COMPACTE BEDDING •! 1X SHALL REST 1 BACKFILLvHYDRANT; ANCHORING M.J.GATE VALVE ON VALVE OR PIPE SEE l • }�i / SHALL BE _ t �t • CENTERED 1 MIN. MAIN OPERATING NUT WBEDDING ROCK ANCHORING COUPLINGD1 BOX ISEE 1ETAIL) G'BEDDING ROCK p""11e Cont/-odor 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, hereby mlffles to the OWNER that htlpl►'ovaryw#s mvered by this drowing OR WITH A PERMANENTLY PLUGGED WEEP HOLE. and the refeted datalle hwe befit comtrt.xW as IndIbIOad or as 2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO mvdlfled by the notes and grq#Vcs shown. Ab$" a note or grapNC to 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3•CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD the aantrory, tl* Improvements Ime bwn Ciomtruded m� Ing Industry SHALL BE A V MINIMUM. standard taeranlcm 4. ALL HYDRANTS TO BE FACTORY PAINTED YELLOW. Stgnede An* At#hortzed Contredoes fW resentot" FIRE HYDRANT ASSEMBLY DETAIL ff1& 4a SUBMITTAL DATE CITY OF OCOEE DATE BY DESCRIPTION CITY DR COUNTY 7/27/01 ZMB ADD DE7 AIL, NOTE PER GlTY REVIEW S0 NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL TM 40 W.M.D. FINALSSOCIA°ICEE% INCORPORATED WATER DETAILS ,f7 APPROVAL ENflIN1IEERING • PLANNING • •UR IVINO s ENVIRONMENTAL. !" BID SET 520 SOUTH MAGNOLIA AVENUE: : ORLANDO, FLORIDA 32801 PRAIRIE LMES 407-843-5120 • FAX 407-649-8664 AS- T ENGINEERING IBUSINE:SS *1221 FLORIDA DATE APRIL 2001 DESIGNED ZMB.NJG CHECKED NJG SCALE N%S PROJECT NO. PL02-20.3 FILE NAME PL02PWD.001 SHEET 14 OF 17 -- ------------------------------------------------------------------------------------------ ----------------------- --- - ----- -- --- - - ---_ ----- - ------ - _- --- --- -- ------ _ _-- -- --_- -_---- --- ----_-------_-=_---_=---=---__------_---=------=-------------------•-j ----------------..-- - :r_----.car--cr..__--,.,...o-------------- ------ _ SET TOP OF VALVE BOX TO FINISHED GRADE - FINISHED GRADE -11 SEE NOTE 2--- M.J. PLUG VALVE 6' DEMING ROCK CONCRETE COLLAR (SEE DETAIIL)AREAS CAST IRON NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL tPJG.28'sI METALLIC LOCATING FINISHED GRADE WARNING TAPE ABOVE PIPE & WIRE UNDISTURBED SOIL (TYP.)� EDGE OF AREA FOR PLUG AREA FOR "7 W00D i BLOCKING TRENCH - -�- t �"'" " �"" IT7i',; (TYP.) f PLLUGG FOR CROSS W/PLUG CROSS W/ I •} ' WOOD FORM BOARDS BEHIND TWO PLUGS TEE F_ TEE W/PLUG BELL SHALL NOT INTERFERE AREA FOR --- AREA FOR WITH JOINT (TYP. CONCRETE THRUST BLOCK ITYP.) +Fz AREA FOR TRREENNCHH E OF PLUG ITYPJ OFFSET (AS REQ'D) TEE W/ EDGE OF CROSSCUT - BENDS WYE END PLUG UNDISTURBED SOIL ITYPJ NOTES; I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST TRENCH WIDTH x UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN x DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST -+•-- i TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. t THRUST BLOCK FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM MIN. AREA (SO, FT,) (B MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. THRUSTTBLOCK THRUST BLOCKS, AS REQUIRED. UGH BLOCKING FORMS SHALLBE USED ALONG SIDES OF TYPICAL SECTION 4 THRUST BLO K A B 5ED I COMB TI S SCHEDULE FOR THRUST BLOCK AREAS PIPE SIRE (INCHES) 90 BEND (SO FT)(SO 45 BEND FT)(SO 22-1/2 BEND FT #1-1/4 BE (SO FT) TEE 8 PLUG (SO FT) DESIGN PRESS (PSI! 4 2.0 1.0 0.7 0.5 2.0 150 6 4.0 2.3 1.2 0.6 4.0 ISO g T.0 3.8 2.0 1.0 7.0 150 10 10.2 5.6 2.9 1.5 10.2 150 12 14.6 9.0 4.0 2.1 14.6 ISO �E'2000 ON BASIS OF LBS. P ROOCK FT.AREAS IL BE RESTRAINT LDS. PER S0. FT. SOIL RESTRAT NT <t.50D NEN� BEARING. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. PVC FORCCEERMAII _-1, MAX. �--- METALLIC LOCATING WIRE ITO BE TAPED TO PIPE) L�1 iI NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 04 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TIP OF THE PIPE. 4. WARING TAPE TO BE LOCATED ABOVE PIPE AND LOCATING WIRE. PVC PIPE LOCATING WIRE DETAIL fan C S SH LL E U N INA ON,A REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. L ALL MOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. THRUST BLOCK DETAIL M= W/ SINE OF PIPE / " CROWN TRENCH S (3' MIN.) GRADE / ., _ ` (SEE NOTE 8) N SEE NOTE 4 Euj COMMON FILL �� -PIPE 1 12'(TYPJWX SELECTCOMMON $ ~ oW � $ UNDISTURBED FILL w (ESEEE NOTE 3) NOTES: 1. PIPE BEDDING:SELECT COMMON FILL COWACTED 10 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO 7-181L 3. PIPE BEDDING UTILIZING SELECT COMM FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY OF OCOEE. 4. I*k 15' MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24' MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. & ALL PIPE TO DE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. S. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION( WITHIN ORANGE CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION( SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL firm TENCH IN ED AREAS TRENCH WIDTH VARIES NEE TYPE B W/ SIZE OF PIPE AND TRENCHING OR OTHER rlo% FINISHED MADE-\ s COMMON FILL rSEE ROTE 4� f µ u'' V .i � fill- 12' (TYPJ I SC LOM�N . 14 20' 14� 1 �iECT CC"I FILL � w z BEDDING ROCK a COTES: 1. STEEL: Base Slab - #4 0 9' O.C.E.Mt. with peripheral reinforcoNE,tHt PIPE BEDDING in lieu of hooked ends. - (SEE NOTE 8 & 9) UNDISTURBED EARTH Malls - ASTM C-470 Top Slab - #6 Q 6- O.C.E.M. w/6 ea. ding. bars around opening NOTES: 2. 4.000 PSI Concrete Type 11 Cement 1. PIPE DEMI4&SELECT COMMON FILL COMPACTED TO %X OF THE 3. Non -penetrating lift hales MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMM N FILL COMPACTED TO WA OF THE SPECIAL "DOGHOUSE' MANHOLE 0. 3. WE T�YPE�A�H�iNG TQBETERMINED IN THE FIELD AS DIRECTED BY THE CITY OF OCDEE. 4. 01:151MAX.FOR PIPE DIAMETER LESS THAN 241,AND 241MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SMALL NOT BE PERMITTED IN THE TRENCH DIM CONSTRUCTION. 6. ALL PIPE TO BE INSTALLEO WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32S OF THE MANUAL FOR SHEETING AND BRACING rho COntrador ATIOM Rt GRAVEXCAITY SEWERS 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEtDING,JF REDIRiEtl BY THE hereby certlfles to the OWNER that improvements covered by this drawing CITY OF OCOEE. BEDDING DEPTH 91ALL BE 41MINIMUM FOR PIPE DIAMETER LESS and the reldted detall$ hove been CW$truCted as In dlCated Or as THAN 159. DEPTH FOR REM MINIMUM FOR PIPE DIAMETER IFAND LARGEROVAL OF lNt5tHiTABLE MATERIAL SHALL GOVERN DEPTH OFmodified by the notes and gropNCs shown. AbSW a note Or grapmC to BEDDING RICK BELOW THE PIPE. CITY SHALL DETERMINE IN THE the contrary, the Improvements have been COIWruated meeting Industry FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL 70 REACH standard tolerances. SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL Signed: Authorized Contractor's Representative FINISHED GRADE - 4' MAX. - W WALLS (MINJ PIPE PLUG (TYPJ V NIPPLE - VALVEE 2' NIPPLE BEDDING ROCK FRAME WITH 2' VALVE (TYPJ 2' PORT tREAAEDIPLUG CUT CUT FOR FORCE ASSj ARMOR UIHEDER MAIN SEE NOTE 2 RCED C�ONCIRETEE FO NOTES: 1. ABOVE DETAIL IS BASED ON ?COMBINATION AJR/VACUUM RELEASE VALVE.CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES.VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MIN" DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 49 FEET. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL TIMM RAISED FLUSH i' I ELEVATION STANDARD MANHOLE FRAME AND COVER azGzezl CONCRETE BENCHING CONCRETE BASE SET COVERS FLUSH IN - PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. BENCHING PER MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR CO'tRiTY...,. 99�1 g, + BEDDING ROCK 1 2'MIN. CAST -IN -PLACE , PRECAST MONOLITHI CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24, SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION TWO PRECMANHAST ---- TEE WALL ' NFLUENT SEWER (SEE NOTE 3) CONCRE• 4i' CTiCAEIPISPEEtNT ° DROP PIPE ' T INLET CONNECTIM . ` (SEE NOTE II AS REQUIRED 90' BEND 2' STANDARD DROP DETAIL MWALPREANHOLE TRANSITE COLLAR ENCASED P. NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR D!P (SEE NOTE 2) MANHOLE WALL SPECIAL DETAIL FOR 24' DIAMETER PIPE AND LARGER STAINLESS STEE P oDOR BAND PIPENCLAMP STEEL RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES, 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 248DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2'OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS OWN LOT LINE - _4 WWYEKITH G' BRANCH SEWER MAIN SIZE VARIES 8' 45 ' ! BEND CLEAN -OUT (TYPJWYE $ WITH ! SEE NOTE ) - G' BRANCH CLEAR-OU7 REMOVABLE i 91455 ' WYE WITH 6' BRANCH SEE BEND V!I I _ - LOT x� 1 DOUBLE WYE PLAN _ FINISHED GRADE )OPE�ppA��O THNAT MIN.P.) )TEFNNAL ( ROTATE - -SPRING LINE H QUIR D FOR (SEE NOTE 31 SEWER MAIN `HOUSE' SERVICE H (3' MIN.)(TYP.) SINGLE E DOUBLE LATERAL . LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL 61G2!(# MANHOLE FRAME & COVER (SEE STANDARD DETAIL) PAVED AREASFLUSH & AT IN--� FRAMES BEDDED IN MORTAR ELEVATIIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK IMIN.) EPDXY COAL TAR COATINGS PER SPECIFICRTI[N#5 BENCHING PER SPECIFICATIONS '- ' '2 REINFORCEMENT AND JOINT > DETAIL TO BE DESIGNED BY THE ENGINEER AND i APPROVED BY THE q 8' MIN. 9-'1 COUNTY, BEDDING ROCK ��� # , �9 2' MIN. CAST -IN -PLACE I PRECAST MONOLITHII. C A SE NOTESE I. MANHOLE SHOWN IS FOR SEWER SIZE 8' TH RU 241, SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONVECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SHALLOW PRECAST CONCRETE MANHOLE R E V I S I O N S SUBMITTAL DATE ��� Oc ASSOCIATES, INCORPORATED--, � � CITY OF OCOEE FLORIDA SANITARY SE"W E� L?�'7��/LS PRAIRIE LAKES DATE APRIL 2MI BATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CrrU DR COUNTY DESIGNED ZMBJVJG 7l27/0i 2MB ADD NOTE PER Cl1-Y REVIEW g CHECKED NJG FINAL APPROVAL SCALE NTS ENGINEERING (a PLANNING • SUAVIYING • ENVIAONMI:N?AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-512(�O FAX 407-649-8664 ENGINEERING 13USINESS 01221 PROJECT NO. PLOE--203 BID SET FILE NAME PLr�2PSDAQI AS -BUILT SHEET !S OF /7 12/05/01 .11 NOTE: SIDE SLOPES TO BE FABRI-FORM FABRI-FORM FROM WEIR CREST TO 5' ON TO TOP OF BANK EACH SIDE (SEE SHADED AREA). TYP. -- SKIMMER TOP WEIR TOP SECTION B-8 VARIES VARIES V4• FIBERGLASS SKIMMER DISAPPEARING GREEN 5' CONCRETE WEIR T.O.B. POND FABR1-FORM OR CONC. l2' MIN NWL __ EX.-GRADE-- V4' FIBERGLo A lo, BERM , EL.86.0 8, PArH sJ ----------------------------------------------------- EL.84.5 6 .r... rr .. �... �r ...w .....................rw r ..� _ ... ... ....... • r PRAIRIE LAKE EL.79.D • NWL EL.83.D BOTTOM OF PONDQ G� EL.71.0 !O' l4ER 7 I A& PATH --- NWL -EL.83,D__... ------ __ REFER TO ACTUAL POND 0 CROSS SECTION FOR }_ 61x/2' VERTICAL CURB (NOT REQUIRED IF CONCJ LOCATION OF FABRIFORM P'Lm VIEW ��--3"x3" FIBERGLASS POSTS SKIMMER ATTACHED TO POSTS W/ 2-11200 BOLTS W/WASHERS & NUTS OVERFLOW WEIR DETAIL SEMQN A -A WEIR WEIR LENGTH WEIR ELEV. SKIMMER TOP EL. SKIMMER BOT. EL. TOP BANK ORIFICE x N0.1 10, 84.0 85.2 83.5 84.5 NO.2 10, 84.0A 85.2 83.5 845 151-00 TnWAIA4IOYF (:� POND TYPICAL SECTION A _r A _----------------------------------- EL.84D -________________________ D.N.W_EL.83.0 L�—________----_____—_____ EL.79A r,:11 I 'IL /pu POND TYPICAL SECTION B - B A ` RETENTION POND No. l i \ { T _ f :<`+ga \\ ` WETLAND LINE WEI A8-'PAT14WAY (SHA59o\ \ ON lO' FLAB'\\f3ERM,E"'Rf�M r• - � ♦� --------- _._._.___._.-..__-._ \ \ .� CLARKE RD.Ta\PARK, ............... WITHIN CITY PROPERTY \ f —7' , _-- • 77 l _ r TRACT E r r' w_ i�L"aiva reuFJ�ER ImEA r ' TOP E'L. 84.5/88.0 BOTTOM EL. 70.0 D.N.W. EL.83.0 A 10 YR./24 HR. D.H.W. EL.84.4 25 YR./24 HR. D.H.W. EL.84.7 /00 YR./24 HR. D.H.W. EL. 85.3 000, f �t f� ccb, i' c t � \ � 1 \ t! TRACP J r � .3A \ \ , Cp _ n: WETLAND LINE Prairie Lake N.W.L. EL. 85.0 R B V I S I O N S SUBMITTAL DATE uill� & ASSOCIATES, INCORPORATED 9 ,�� � CITY OF OCOEE FLORIDA /''��/ ) /��/ �` P� POND D / DET DETAILS 6� DATE APRIL 2001 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR COUNTY DESIGNED DMS 11120101 ZMB REVISE POND PER CITY 7 5122101 ZMB REVISE POND PER CITY W.M.D. CHECKED DMS 11126101 ZMB REVISE PER IN-HOUSE REVIEW A 6116101 ZMB ADD WETLAND LINES PER S.J.R.W.M.D. REVIEW 3 SCALE , VERT:1 .5 FINAL APPROVAL \ PRAIRIE LAKES ENOINEERINII • PLANNING o suI�VEVING • ENVIRONMMENTAi 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-ENGINEERING BUSINESS �6 2218664 PROJECT No, PL02-203 12/3101 ZMB REV. CONTOURS PER DRAINAGE MODIFICATIONS 9 7119101 ZMB REVISE POND PER SJRWMD Q 90 SET FILE NAME PLO2COMP.001 ZMB REVISE PER CITY /0 /O///p! ZMB REV POND NUMBER PER CITY 6 AS_7 SHEET 16 OF /7 SHADED AREA DENOTES NEW PAVEMENT 265' � r65j Ex.R.o.W.Llne _._ _ - - _ - .—__.—___.._—..— 50' .. _ _--•_--_-- -- ��� =� 55------�-----86-------- ----- �---;---_--=---_-_---__-.-__ r~ - /„�511 _ _ __ - 87-----------_ -_�__ -__-\\-------- MAIM--------88-`-------��-___-_______-_— .�.,._ _... 'N' ,,_ ry-�'� ____ __-µ�� �___-_ --- ^� __-__- _ - _�--------- ------ -\`- ftaW. TO BE 90 DED►CATED .- -" _ - ' q�__. - #;S _____'$�J ___ 1 _ -� \\ \ _------- -(�89 _ - \ _-- � I - - _ _ __ _ _ _ ;,1C� ---\� - ._-.-_--.--------_, ------ REMOVE 320LF EX. w� -' r y . 9�-11112M T _�__ ,�^ -�, _---_-� ____-^______ --------------- _ �- �-- CURB & GUTTERx,lNDEX PER F �R, /� •- ter, ... �� .r. _ _ _ __'�—�..+Z —•�� _ _ rw rrwr —` ������ r r, r 1 -------------- j®r Nil __FT rot DECLrLERff ON F STRIPING PLAN CLARKE ROAD POSTED SPEED L!MIT 35 MPH DESIGN SPEED - 45 MPH 2T /AtPAOVEAiENTS rnV1"w EZ.JVIW i�' Uttfrjr it f. PA&A- BMIM SKIPPER WALL 1r Exist.Ir I" Ex/sf.f2' Lone L AIW TO ,BE ASO CjgM0 1 ! .. ,. _11 2- CONTRACTOR AS-aLALTs Exlsl.Typts t furnished rr O State tthe constrractor listed were o. AWLS F Ctir N LANE WAS 1, or an employee under my direct supervision GRADE TURN LANE S' j hove reviewed these "As-ftnits" and believe them to be in complionce with my knowledge i of what was actually constructed. j This statement is based upon site observations _ _ of the construction. L.. _... ir� _�-- •ram •.+t-r•r r.r rr rr... Contractor's Name Engineer Not valid , .TYPE' IF, CURB o without the signature one the original raised seal of a rlorido Registered Engineer. AnN. c&t 41D Tf'PE •8' STA8Yu2JATJON r�. Ui1tEROIClC' BJ+LSE COURSE wiz 77PJ�' 'S' StRUCTtlRAL COURSE & %0 FRCCTION COURSE FC-2 AREFER TO LANDSCAPE PLAN FOR WALL AND BUFFER CAOSS SEC' ION DETAILS. CLARKE RD. TYPICAL PAVEMENT SEC770N IMPf OV£M£NTS P.l. £c aT7oN ST A. 231.81.2#-CLARKE ROA& STA.5-SOWTOWNHOME ENTRANCE oSri to rRr. P4EQUATION .r._.__.—_ ----------------.—..— m swE NLEr ST�4.224.56.69-CLARKE ROAt7� _ ._.. _...___ ..--^-- _� ___-___-��-�-`--=-- 86____________.______ w �_ _T�_��--- - .. g 1NV,EL85al6 STA.tO•+CK1.00^-TOWNHi?M£ ENTRANCE „_ _. ..._- -'--r__-_- �-__ �i 5 __ ___-- _ ------------------------ REMOVE ___ �'-----_____�__-�_If � }/�EpX.�IIyIIL�Er if . _ _ __ __-- _ Qyy�( I __________ --___ -�= YN.�.I i/I- .7iI'i/ � m!7 � "r- � � �,. -.. ... _.`..-... .-._ � � ^ .. .... --'— � �..... _. ._. ... __.'_.-..- � � � — _.. ... .... .... _._.- ... -. _ -. .... 88 _- ._ - � y``... .--. -� _ _- _ __ _-.. w-� r+... !r RiN!r G�UVJf:R _--- - •- -- - I, t�QMNECT te"AICP �Ir PAIR - `- ___ _- __--' J _____ __ 9O __ _ ---- - -_ _______ _ '-- -__ - I _--_-_-_--_-'- '-- _ +` BASEbASPHALT ._ -'- _ r '-�.q---�_-____ ��,�-----T-__-__� _�______ -~___(-_____--,��___ r�_�s�___ �______ ^-_`~` 8l F~ jJ -------------- ! _..• ��-� _ .. _-.- ' "- � _.._ ,,._ .._ ` .._ � ^ .._ — .w •� � ._.,. � � — _ -- - - - - — _ _ _ ` =sra1� n _� �X-p- _y-p� ` HP91 _ _- i ` �?elocPoteci ` _ _ _ _ _ _ ^ 4-� . _ X.q�+►` ;� ` — _ — 9 � — — _t+_`_�— _ «�. - - - _ _,,,, .. � 1 1 ,��Q6. � _'^% ._....,` �; -.-- ..". .� �'-� 30.2A � ,rIKM-- ^ �. ,_„ ._ _.. ��.61 ,o., -•� � �.._... _. — _.... —.. �. � -.. _._ � _._. _. 9/ 42' - - �g/.5 9/.59- ,` rj__ ` `" -'=-�- _ _ _ - _ _ - _ _ _ _ Live- dr— if A7`E sore �- _:.� y-_ .-.._ _ - _ _ - j _'__-� �._ X. PP ,xp�.-.*.."ew.r. �. _ _ w ...r " n -.r .- w. g'i .,,rM� . �" L - N DS qCT Ex. PP 9 �` t pig/ '` m -� -�--="' �. � �= =- �� ..� � _ _ _ _ _ --- �-"=-�- , • ==- _ / LA GAF' T R o r. j � - o TYPE 'F' CURB & GUTTER _ f58 88 Ex. PP t W A ` q RE E Ex. 2 �^ PCP �;90.34 _ m ; � ,� • 'xn - - EX. P-5 INLET oSTA.229µ25,36.25'RT. iS'L�711YC.SVIOME &WK EX. GUTTER EL.90J2 EX. W. INV. 86.38 1 EX. P-6 INLET EX. S. INV. 86J2 CSTA.226*50,36,25` RT. EX. GUTTER EL89J5 EX. P-5 INLET EX. S.11W. 85.08 x 2445 Existing Spot Grade VSTA.223y75,36.25' RT. +5" CO yC.SIDEW LK EX.W. & N.INV. 85.58 EX. GUTTER EL.90JI 62328 PROPOSED SPOT` GRADE -4 , EX. S. & N. /NV. 64.69 GRADING PLM EX.W.INV.85.," 5' CONC.SIDEWAtX � ,,�� RT. Iz�RCPeo.�ax LEGEND g ATRACT w.. REYJUIRED RRW. ROE N&.DEE 10V DE&CATION AREA eTVV�.EEBs�Is� lSNAAEDI R B V I S i o N s SUBMITTAL DATE CITY OF OCOEE FLORIDA DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DATE Af�RJL 200/ CITY OR dlr6 �ri�. \ 7/27/01 2MB REVISE PER CITY REVIEW COUNTY `' DESIGNED ZMB O W.M.D. A S S O �l�.h 1L A T I J.V C O R i� O R A ]� IE D \ CHECKED NJG CLARKE RD, IMPROVEMENTS PLAN SCALE 4 /O/1/O! 2MB REV. ROW CALLOUT PER CITY REVIEW w.�.o FINAL *�q Ja>�RovAL N 11120101 ZMB REVISE PER CITY COMMENTS ENGINEERING a PLANNING • SURVEYING • ENVIRONMENtAL PROJECT NO. pco2-2Os 61D SET 520 SOUTH407 843 5120 yr N FAX 0407 6D49-$664IDA 32801 PRAIRIE LAKES FILE NAME PL0ZSrR.O01 AS -BUILT ENGINEERING BUSINESS 01221 SHEET Il OF /7 i b m N S Ldnll $T'IMMI)VEMENrS Pf P.R/Iir Ex." rO BE DEDICATED i APILE .t P � i i & SIX L__' M r.„..w•r r rr. «.•y rwr r r rr.+•r •.,t rr r r r . Type 'F' CURB MIN -Oft 40 rYPE '& STA&UZArX* 7rh* UMEAX K BASE COUAW tir11." TYPE 'r STRlx"ftAL COURSE & W FAXTIM COURSE FC 2 !NOTE: REFER rO LANDSCAPE PLM FOR WALL AND BUFFER CROSS S&T/CiYll DETAILS. .CLARKE RD. rYPICAL PAVE"MENr SEC770N & IMPROVEMEMrS DATE ( BY DESCRIPTION REVISIO N S DATE BY I DESCRIPTION IFER WALL ------------------- .. _ - - - - - - - - .- - - _-. - _ - - - r •� ` .... •-`r.- ^ ' � �-i - V 0 4 I � D C�'UIRE'D R TRACT V-.- RE .D,W. DEDICATION AREA (HATCHED) SHADED AREA DENOTES NEW PAVEMENT STRIPING PLAN) MATCH EXISTING E.O.P. GRADE PROP. 5' SIDEWALK (SHADED) DATE ///20/0/ IWAFI9VE Ex.mar r!'N+. CONSr.rOP SLAB A NN Rtl! A COVER -`-"=• Ctld` l��.WVECT �2�r4'�f�i0 & REPAO A AS REOUII;EED REMOVE' 2EiO LF EX.CURB OUT � -.; •.'����. TER _ zzz- r �._' +�- . r `�.t ,- •,�9/93' ''AMYL \ g� -... `�' =-"'� Sz X 4 • 5� - _ _ - - �-' �z�X 2g ��; � ,�.� .."' f�' �li �,gI �.. ` �`! _�.., ,,_%tip "'. 1�E,1. �"' /�,/j1 `t \\ �^-s" y /$ I f ► !�f �---�� t - tit t \ r rPE P-5 INLET , '' ,�'"�� r / \ FGOr NDEX 021I TOP ELs3.43WELOSM ,W,t� TYPE P-rr YliMflgCE' ;, •� -. / �r ,. E EXAd"r CC0WS'Srr.r0P SLAB &rMH RIY A COVER ' CONNECT WACP b ASPAIR BASE e ASPHAV j AS REOEM0 1416-i9' ACP Oft C,� STA+'t.JRr. 'C x24.55 Existing spot Grade ry'PE P4 INLET' `7 GRADING .PLAN FOB 1M°�'� am� 0228 3PROPOSED 5Pa1 GRADE rare EL91Bt/! INKEL9"LM SUBMITTAL BY DESCRIPTION CITY OR COUNTY ZMS ADD SHEET TO SET DUE TO C/7Y COMMENTS 7 W.M.D. FINAL APPROVAL BID SET -- - - AS -BUILT LEGEND DATE -- ULEIDN (N' AssocIATES, INCORPORATED ENGINEERING • PLANNING + 9v*vgrIN4 • ENIIIIIONMENfAi. 520 SOUTH MAGNOLIA AVENUE s ORLANDO, FLORIDA 32801 407-843-5120 • FAX 407-649-8664 ENGINEERING BUSINESS 01221 CLARKE ROAD POVED SPEED LIMIr a -35 MPH DESIGN SPEED : 45 MPH CONTRACTOR--A5-8tsl.TS-- 1 hereby state that thee* "As -Sultan were furnished to Me by the contractor listed below. 1, or an employee under my direct Supervision hove reviewed these "As-BUilts" and believe there to be in compliance with rrly knowledge Of what was octuolty constructed. This statement is based upon site observations of the construction. Contractor's Nome Engineer Not a sed seal oioa tFlorridaReq s ered Engineer. �t C " CITY OF OCOEE FLORIDA CLARKE RD. I MPROV E1 WENT S PLAN � t PRAIRIE LMES DATE APRIL 20o/ DESIGNED Zama CHECKED NJG SCALE r.50, PROJECT NO. PL02-203 ILE NAME PLORSTR.002 SHEET 17A OF n 12/05/01 LF L-n 0 6pp I �WWAMWZ"AIFArJ.WM=!WJAFi I L C-*4' C',4 C' 4 1 C 4 0 "t'hom Car PAVEMENT • `' EDGE OF E OR CURB P RIF ROVIDE AG ORM 10 20 5 FERIIUZER ( TAB AT THE IN RATES-' LETS E FOLLOW RA G TES 3GAL 2, TABLETS' 1 1` GAL T AB LET , — A PROVIDE 6 MINIMUM MUM CLEARANCE AROUND ,.. r ROM OT BALL': (SIDES DES AND BOTTOM). •EDGE OF 'BEDLI E • ' MU H MINI UM — 2 LC M DO N OT COVER -.MAIN STEM " , «; TURF TU TOP F 1 SET 0 0 OOTBALL ABOVE FINISH R GRADE , �3 an dsca ' P _ 12 MINIMUM DEPTH OFPLANTING SOIL MIX 'I golfu 6 r 20 c owh c ,• • H N N S RUB GROU PLANTING DCOVER BEDS _. In o woo 9 . NOTE. LA YOUT PLANTS IN<A'TRIANGULAR-PATTERN 40 7 - SHOWN SPACED EQUALLY FROM EACH _t8I'. P - OTHERAT SPACING SPECIFIED IN THE PLANT, LIST MAY; E ADJUSTED `A STRAIGHT ROWS. `SPACING B _. faX: _. AND IN N S FLOWING !$EDU E T SMOOTH Y T E S 00 SLIGHTLY 0 CREATE SL _ AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6 _ 12 i _ PLANTING SOIL MIX 1 SAND / 3 3 EA r 3� x �;. ' . ` P BETWEEN '; RAN MULCH STRIP) BETW UNIFORM CLEARANCE 1 3TO 1 RT. / TOPSOIL CONTRALTO 0 SUBMIT �•. _ ,• BEDUNE TYP.. , PLANT :FOLIAGE AND EDGE OF ( ) ANY PROPOSED SUBSTITUTE FOR APPROVAL. 1'ohn. _ SH UB/GRCUNDCO UER SPACING DETAIL , SHRUB AN R N V R D G DU DC� E PLANTING -DETAIL NOT TO SCALE NOT TO SCALE - LANDSCAPE PLANT LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS TREES IO 58 ILEX OPACA 'EAST PALATKA' EAST PALATKA HOLLY 10' HT, 5' SPR., 2' DBH, 30 GAL. CONT. ' SPACE AS SHOWNGUY LI 95 'TROEMIA INDICA NATCH NATCHEZ' WHITE CRAPE MYRTLE 10' HT, 5' SPR., 1' DBH EACH TRUNK, 30 GAL. SPACE AS SHOWN , GUY LLT 16 LIGUSTRUM LUCIDUM a TREE LIGUSTRUM 10' HT, 8' SPR„ 1' DBH EACH TRUNK, 30 GAL. SPACE AS SHOWN QV 126 QUERCUS VIRGINIANA LIVE OAK 16' HT, 6' SPR„ 35' DBH., 65 GAL. CONT. SPACE AS SHOWN GUY WR 61 WASHINGTONIA ROBUSTA WASHINGTON PALM 12', 14' AND 16' CT. - GUY AS REQD' SHRUBS CR 12 CYCAS REV❑LUTA SAGO PALM 36' ❑.A., FULL, 7 GAL, AS SHOWN LJ 121 LIGUSTRUM JAPONICUM LIGUSTRUM HEDGE 24"-30" HT. x 12"-18' SPRD. / FULL / 3 G 301, D.C. PS 15 PHILODENDRON SELLOAM PHILODENDRON 30' ❑.A., FULL, 3 GAL„ MIN. 5 LEAVES 48' O,C, V❑ 838 VIBURNUM ODORATISIMUM SWEET VIBURNUM 24"-30" HT. x 12"-18' SPRD. / FULL _/ 3 G 301.' D.C. GR❑UNDCOVER AN 800 ANNUALS SEASONAL FLOWERS 4' CONT, / FULL / REFER TO L.A. FOR TYPES AT TIME OF PLANTING 8' ❑ C RI 216 RAPHIOLEPIS INDICA 'ALBA' DWF, INDIAN HAWTHORN 18' OA, / FULL / 3G 24"` O.C. LEG 114 EVERGREEN GIANT' I ' 'EVERGREEN GIANT BORDER GRASS 5-7 BIBS / FULL / 1G 24" O.C. JP 1,605 JUNIPERUS CHINENSIS PARS❑NII' PARS❑N'S JUNIPER 18' OA. / FULL / 1G 24" A.C. SOD SEE PLANS 'ARGENTINE' A N❑TATUM ST. AUGUSTINE SOD SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY, MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY• PLANT LIST - ` BUILDING I - SCHEME 'A' SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS SHRUBS ND 2 NANDINA"DOMESTICA HEAVENLY BAMBOO 36'.O.A., .FULL, 7 GAL AS SHOWN VO 21 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 24"-30" HT, x 12"-18' SPRD. / FULL / 3 G AS SHOWN GROUNDCOVER LEG 38 LIRIOPE-MUSCARI 'EVERGREEN GIANT' GIANT BORDER GRASS 5-7 BIBS / FULL / 1G 24" O.C. SOD SOD SEE PLANS STENOTAPHRUM SECUNDATUM IFLORATAM' - ST. AUGUSTINE GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY'QTY. MULCH PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. Ou PLANT LIST - BUILDING I - SCHEME 'B' SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS SHRUBS 2 CYPERUS PAPYRUS PAPAYRUS PLANT 36' ❑.A., FULL, 7 GAL. AS SHOWN EL 21 LIGUSTRUM JAPONICA JACK FROST' LIGUSTRUM HEDGE 30" HT, x 12"-18' SPRD. / FULL / 3 G AS SHOWN GROUNDCOVER VG 38 LIRIOPE MUSCARI 'VARIEGATED' AZTEC GRASS 5-7 BIBS / FULL / 1G 24" O.C. SOD SOD SEE PLANS STENOTAPHRUM SECUNDATUM FLORATAM' ST. AUGUSTINE GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY, MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. , 12 ° ° �I ®� _ wa FAMILY/ DINING RM.' ° FAMILY/ DINING RM. NOTE: IBUILDING END FOUNDATION PLANTING TO TAKE PLACE ALONG ROADWAYS ONLY. ,., ° . as O ° O „ ... o O i ° -r2 ° I„ O V 11 ° NOTES GARAGE GARAGE SEE MASTER LANDSCAPE �! NOTE: PLANS FOR TREE QUANTITIES ° � SEE MASTER LANDSCAPE SAND LOCATIONS. PLANS FOR TREE OUANT I T I ES 1\11,io AND LOCATIONS. , 3® r E i amr r as memo john ewseychi Co thom larsen Q:0 chris rice" &CHEMUN[7,7" E ,�'j UN I T TY I 5C� 1�1 , , , W w Q y v ,.o f �: 4927 . ; PLANT. •: _ LIST B UILDING.II _ SCHEME A SYMBOL QUANTITY BOTANICAL. NAME COMMON NAME DESCRIPTION MARKS RE S SHRUBS - ND 2 NANDINA DOMESTICA '. -BAMBOO',36..- HEAVENLY, D.A. -FULL 7 GAL: A SHOWN S . VO 21 VIBURNUM DDORATISSIMUM SWEET VIBURNUM „- 24. 30'• Y x "-18 SPRD. / FULL / 3 G HT. 12 AS SHOWN ' R GOUNDCOVER LEG 42 LIRIOPE'MUSCARI GIANT :`BORDER .GRASS _ 5 7 BIBS F / ' :/ FULL 16: 24" O.C. 'EVERGREEN GIANT' ; SOD SOD SEE STENOTAPHRUM SECUNDATUM ST. AUGUSTINE GRASS ID FREE OF PESTS AND DISEASES SOLID, T FIELD VERIFY Q Y PLANS' FLORATAM • MULCH ' MINI PINE, PARK NUGGETS MINI PINE BARK NUGGETS FREE OF DEBRIS DIRT AND DE FIELD VERIFY QTY. PLANS PLANT LIST - BUILDING II - SCHEME 'B' SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS SHRUBS CP 2 CYPERUS PAPYRUS PAPAYRUS PLANT 36' .A. FULL 7 GAL. AS SHOWN LJ 21 LIGUSTRUM JAPONICA'JACK FROST' LIGUSTRUM HEDGE 30" HT, x 12"-18' SPRD. /FULL / 3 G AS SHOWN GROUNDCOVER VG 42 LIRIOPE MUSCARI VARIEGATED' AZTEC GRASS 5-7 BIBS / FULL / 1G 24" O.C• SOD SOD SEE PLANS STENOTAPHRUM SECUNDATUM 'FLORATAM' ST. AUGUSTINE GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY. MULCH PLSE ANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY, I PLANT LIST - BUILDING I' - SCHEME 'A' SYMBOL I QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS SHRUBS ND 2 NANDINA DOMESTICA HEAVENLYBAMBOO 36" O.A., FULL, 7 GAL. AS SHOWN v❑ 22 VIBURNUM ODORATISSIMUM SWEET'VIBURNUM' 24"-30" HT. x 12"-18' SPRD,'/ FULL / 3 G AS SHOWN GROUNDCOVER LEG 42 LIRIOPE MUSCARI `. 'EVERGREEN GIANT` GIANT BORDER GRASS - 5-7 BIBS-/ FULL / IG 24" O.C. SOD SOD SEE PLANS STENOTAPHRUM SECUNDATUM 'FLORATAM' ST. AUGUSTINE GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY. MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. tU e d- m v assolc:.'. IRRIGATION NOT landsca a rch' p. :golf "tours"e:�'prcF 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 620 crown 'oak cer 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. Longwood, fl .3 ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. tel. 407 ;$30 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX fax: 4.07 PIPE CONNECTION. DO NOT USE FUNNY PIPE. .`830- 4) ADJUST ALL NOZZLES TO REDUCE WATER -WASTE ON HARD. SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. jahn ' ewsey0 i 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA -VIOLET LIGHT PROTECTED P.V.C. '.CLAMPS. 8) ALL CONNTROL WIRE SPLICES SHALL BE MADE IN VALVE ;BOXES USING SNAP-TITE CONNECTORS AND SEALANT. 0, thom larsen `` 9) THE _CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A <REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) AH VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. CR , 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE 0R RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. L_L. ` IFICA `_ QIJI LIST SYM DESCRIPTION BOL _THIS CONTRACT <, PART 1 WELL 1.1 THE CONTRACTOR SHALL 'DRIVE OR DRILL ONE 4" DEEP WELL FOR THE OPERATION OF THE 0 TORO 570 SERIES 6" POP-UP 500 DOUBLE CHECK IRRIGATION SYSTEM. THE WELL SHALL PRODUCE XX GALLONS PER MINUTE WITH NOT -MORE VALVE THAN A 5 FOOT PUMPING DRAWDOWN. o TORO 570 SERIES SHRUB SPRAY ON A SCH, 40 RISER 178 ADAPTER COPPER O M2> ` COPPER UNION 1.2 THE WELL SHALL BE INNSTALLED AS PER STATE AND LOCAL CODE REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED TO DRILL THE WELL OR WELLS. _ TORO 570 SERIES 12�� POP-UP UP '45 w (' of 2) A TORO 700 SERIES PART-ROTORLu O COPPER 90' ELL (1 of a) PART 2 - PUMP TORO 700 SERIES PART -ROTOR ON SHRUB RISER 0 f COPPER PIPE - (TYPICAL) 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL TWO 7.5 H.P. SUBMERSIBLE PUMP IN THE WELL MIN. 12" THE PUMP SHALL BE CAPABLE OF PRODUCING 120 GALLONS PER MINUTE AT--�x T.D.H. (TOTAL TORO 700 SERIES FULL ROTOR 0 DYNAMIC HEAD). THE T.D.H. IS AT GROUND LEVEL. THE PUMP OR PUMPS SHALL BE INSTALLED USING FINISH GRADE THE FOLLOWING EQUIPMENT AND MATERIALS. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR ® RAINBIRD PE SERIES ELECTRIC VALVE 2" COPPER FEMALE ADAPTER SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL NECESSARY EQUIPMENT FOR THE OPERATION 16 IRRIGATION MAINLINE PIPE OF THE WELL PUMP AND ITS CONNECTION TO THE IRRIGATION SYSTEM. COPPER PIPE. FROM POINT -OF -CONNECTION PVC MALE ADAPTER A) 4 X 2 INCH SANITARY WELL SEAL CONTROLLER AS SHOWN ON PLANS, 120VOLT © INSTALL WITH A MINI-CUK II RAIN SENSOR AND 1 B) GALVANIZED DROP PIPE, SIZE AS REQUIRED BY-PASSBOX. GROUND WITH AN 8' COPPER CLAD ROD. C) SUBMERSIBLE PUMP CABLE NOM I.. WML BACia= PBEVENtE7t AS MMUIRM BY WIML CODES Ate WASH D) ALL NECESSARY GALVANIZED FITTINGS THAT ARE REQUIRED FOR THE CONNECTION OF THE SYSTEM © RECHARGE WELL - SEE SPECS 11 on DEPAR111m vmy Lom m7QUwtFJmm PRIOR ro *mxLA710N ALL ABOVE GROUND PIPE SHALL BE GALVANIZED 'STEEL E) ALL NECESSARY ELECTRICAL WIRE, AND CONDUIT © 7.5 HP PUMP STATION AS SHOWN ON IRRIGATION PLAN 1 ,SWITCHES TO PROVIDE 120 GPM AT 60 PSI. f) ISOLATION VALVE M SII FNT ('.NECK VAI VF I ATFRAI I INF C17F PFR PI AN' ccr bI AM .. 04 ATCH IIVE II a':='}H111If I II \ III �`� — III II f � —i ! i �� MATCHLINE N 10' LANDSCAPE/ l '✓ WALLEASEMENT -- 10' LANDSCAPE/' WALL EASEMENT, 1 6' HIGH BRICK SCREEN WALL 5' HIGH IR❑N ", FENCE POOL " 40' ENCLOSURE � 7, P OOL I � � 3' " 25•_3" \ 18' J 6' HIGH BRICK 1. ,2 8 SCREEN WALL SECURITY LIGHTING FOR POOL AND TOT -LOT AREA IS NOT IMPACT NEARBY RESIDENCES. _D 6-1 STREET LIGHT (TYP) LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTIONS 4 AND 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 114 CORNER OF SECTION 4, TOWNSHIP 22 SOUTH,; RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, THENCE RUN SOO-15'50"W, ALONG THE EAST LINE OF SAID SECTION 4, A DISTANCE OF 1375.46 FEET; THENCE DEPARTING SAID EAST LINE, RUN N89-44'10"W, A DISTANCE OF 684.79 FEET FOR A POINT OF BEGINNING; THENCE RUN S00.33'54"W, A DISTANCE OF 737.48 FEET; THENCE S79.46'26"W, A DISTANCE OF 313.73 FEET; THENCE S01.18'25"W, A DISTANCE OF 604.34 FEET; THENCE S12.14'43"W, A DISTANCE OF 245.66 FEET; THENCE S34054'34"W, A DISTANCE OF 249.08 FEET; THENCE S77004'25"W, A DISTANCE OF 297.49 FEET; THENCE S06.12'06"E, A DISTANCE OF 90.38 FEET; THENCE S77-09'34"W, A DISTANCE OF 184.66 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 4352, PAGE 1655, ORANGE COUNTY, FLORIDA, SAID POINT BEING A POINT OF CURVATURE OF A CURVE CONCAVE. SOUTHWESTERLY, HAVING A CENTRAL ANGLE OF 5-58'43" AND A RADIUS OF 3324.05 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 1122.56 FEET TO THE POINT OF TANGENCY; THENCE RUN THE FOLLOWING COURSES AND DISTANCES ALONG SAID EASTERLY RIGHT-OF-WAY LINE; THENCE FROM A TANGENT BEARING OF N12048'08"W RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 346.85 FEET TO THE POINT OF TANGENCY; THENCE N18.46'51"W, A DISTANCE OF 239.98 FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY HAVING A CENTRAL ANGLE OF 19.56'58" AND A RADIUS OF 3224.05 FEET; THENCE RUN N01-10'07"E ALONG SAID EASTERLY RIGHT-OF- WAY LINE, A DISTANCE OF 326.60 FEET; THENCE RUN N45.31'08"E ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 64.36 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF HACKNEY PRAIRIE ROAD, AS RECORDED IN OFFICIAL RECORDS BOOK 4352, PAGE 1655, ORANGE COUNTY, FLORIDAI THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE, RUN N89.52'08"E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 1274.70 FEET TO THE POINT OF BEGINNING. CONTAINING 44.949 ACRES, MORE OR LESS. SOILS LEGEND GROUP O CANDLER A © CANDLER-APOPKA A SEFFNER FINE SAND C ® TAVARES FINE SAND A O TAVARES-MILLHOPPER FINE SAND A SINGLE-FAMILY SETBACKS FRONT 25' REAR 2V STREET SIDE 25' w Fmw NHw EL 83.0 OF PRAIRIE LAKE BENCHMARKS mm N c\j DATE l0 N ORANGE COUNTY DATUMt I. BENCH MARK •R•214.003-58. SEC. (9-22-28) R.R. SPIKE IN THE WEST FACE OF PP 077141130' E.OF JOH/O SHORES DRIVE & 900 ? S.OF A.D. M/MS RD. ELEV.132464 2. BENCH MARK *R-214.001-62. SEC. (9-22-28) R.R. SPIKE /N THE EAST FACE OF PP - 14.30' W.OF JOH/O SHORES DRIVE & 250' ? S.OF A.D. M/MS RD. ELEV.128.067 DENSITY SUMMARY APPROVED: OVERALL 7 DU/AC PROPOSED: 3.9 OU/AC SINGLE FAMILY 7 DU/AC 2.3 DU/AC TONWOAE'S 7 DU/AC 6.2 DU/AC TDV WOAESr TOWNNDAE SITE 4.10 AC. TRACT A 0.28 AC. TRACT B 0.44 AC. TRACT F 0.38 AC. TRACT G 0.58 AC. TRACT H 4.06 AC. TRACT 1 1.74 AC. TRACT L 0.39 AC. TRACT M 0. 19 Ac. TRACT N 0.05 AC. ASSOCIATED DRAINAGE 2.35 AC. (PORTION TRACT E) PORTION OF TRACT J (PARK) • 2.43 AC. ABOVE 100 YR. TOTAL TON W(OIE ACREAGE 16. 99 AC. TOTAL TDWWfD E UNITS 106 TONNNOAE NET DENSITY 6.2 SINGLE FAMILY ' SINGLE FAMILY SITE 17.74 AC. TRACT C 0.14 AC. TRACT D 1.20 AC. TRACT 0 0.04 AC. ASSOCIATED DRAINAGE 3.30 AC. (PORTION TRACT E) PORTION OF TRACT J (PARK) • 1.37 AC. ABOVE 100 YR. TOTAL SINGLE FAMILY ACREAGE 25.79 AC. TOTAL SINGLE FAMILY (NITS 60 SINGLE FAMILY NET DENSITY 2.3 COIPOSITE DENSITY: TOTAL NET AREA 42.79 AC. TOTAL UNITS 166 • TRACT ✓' AREA IS ALLOCATED BASED ON DOELLING UNITS • TRACT 'LF' AREA IS ALLOCATED BASED ON PROJECT AREA BY I DESCRIPTION 1% • \ �- WETLAND UNE 0712 -- -- - ON OM P E,-LAKE WETLAND LINE NHW EL. PRAIRIE LAKE-83.0 Prairie Lake DEVELOPMENT SUMMARY TOTAL SITE AREAL 44.93 AC. NET DEVELOPABLE: 34.7 ACRES - AS APPROVED IN PRAIRIE LAKES PUD GROSS LAND AREA: 44.93 ACRES ON SITE POST-DEV. 100 YR. S. AC !AREA BELOW POST DEV. 100 YR. FLOOD ELEV.I FLOOD PLAINt NET LANO AREA: 30.55 ACRES (GROSS LAND AREA - AREA BELOW POST DEV. 100 YR. FLOOD ELEV., LESS TRACT E) OPEN SPACE REQUIRED: 11.13 ACRES (25X OF TOTAL SITE) OPEN SPACE PROVIDED: 23.7S ACRES RECREATION SPACE REQUIRED: 1.96 ACRES IS ACRES PER 1,000 RES.) RECREATION SPACE PROVIDED: 6.34 ACRES (PARK, TRACT F, TRACT G, AND THE PASSIVE RECREATION OF TRACT H) FUTIME L AED/UY DENSITY 14-8 DU/AC.) EXISTING ZONING: P.U.D. (LOW DENSITY) MAX. ALLOWABLE DENSITY: 7 DU/AC. PER PRAIRIE LAKE PUD LAND USE PLAN (REVISED 51201%) MAXIMIN ALLODABLE UWITS 243 UNITS LIVING AREA RE'OUIREAENTSt SINGLE FAMILY MINIMUM - 1,400 SF TOMWOVE M/NIARN - 1, 100 SF MAXIMUM BUILDING HEIGHT: 2 STORIES BUILDING SETBACKS: CLARKE ROADt 50, HACKNEY PRAIRIE ROUOt 30' PERIMETER: 25, PRAIRIE LAKE (UNIT £L. 83.0)t 50' CONSERVATION AREAS: 25, PROPOSED UNITS: SINGLE FAMILY LOTSt 60 TOMMIOUSE LOTS: 106 166 TOTAL TOW#IGNE PARKING: 212 (2 SPACES PER UNIT) GLEST PARKING: 32 SPACES SINGLE-FAMILY PARKING: P SPACES PER LAVIT IDUTSIDE PLIC R.D.W. ) 144 SPACES TOTAL (2.3/ IMIT) TRAFFIC+ AVERAGE DAILY TRIPS: 1,175 AOT (60 SF x 9.53 AOT) + (106 TONNHMS x 5.68 ADT ) PM PEAK NOIN TRIPS: ff* PM PEAK (60 SF x 1.Of PEAK) + (106 TOl1 LAMES x 0.54 PEAK) SCHOOLS: TOTAL POPULATION: 39Z RESIDENTS (3 RES./SF UW1T+ 2 RES./TO'W#AME) SCHOOL AGE POPULATIONt 79 SCHOOL AGE CHILDREN (20X OF TOTAL POPULATION) DISTRICT SCHOOLS: CLARCONA ELEMENTARY, OCOEE MIDDLE, NEST ORANGE HIGH UTILITIESt WATER PROVIDER: CITY OF OCOEE TOTAL POTABLE WATER: 46,079 CPO (60 SF x 300 GPD x 1 EMU) + (106 TOKOAMES x 300 OPO x .883 ERU) WASTEWATER PROVIDER: CITY OF OCOEE TOTAL WASTEWATER, 41,472 GPD (60 SF x 270 GPD x 1 ERU) + (fO6 TOWOOES x 2T0 GPD x .883 ERU) SOLID WASTE SERVICEt CITY OF OCCEE SOLID WASTEt 2,352 POUNDS (6.0 PONDS PER CAPITA) TELEPHONE PROVIDER: SPRINT ELECTRIC PROVIDER: FLORIDA POTTER REVISIO N S DATE I BY I DESCRIPTION IAFERVIOUS AREA - 19.21 AG. PERVIOUS AREA - 25.74 Ac. DATE BY I DESCRIPTION 1215101 ZMB I REVISE PER CITY 8' PATHwA.' oN ND' F, BERM. ALL iVIrHIN CITY PROP. FWY � � � • � \ 1 1 \, \ - + 111 \ 1 1 i 1 •� I .III II � II I �/ �� • 1 1 � � 1 , I pl 1111 1 1 / i � F` it , \I� ` CI •�-f • 1 I I I I, i,l 1 f 1-1• + � ACT E - :; ,, I,I �;� ;• _ �N8-_=- - ww ,, •" �- i• , . � j I i t t I 1 � i� j' 1< - �� I ( (I I '3LDII\III i�t� I. I'I'J 60' RIW NIA i II �• " .. ' ,�¢•* . \$ r,A •p � ,, • � �"� ,' I i 1 I 1 I I 1 ��II �I r II ' . 8L 6L � ;.•'�• :� , , � 1 1 i I 1 u`ci 1 ', II��II III ( i�. I R / T , V -�• ,� ;. 5.�Ac.l I �IIII III I ,� 1 �4:) I III (I + II r i 41 1 ' \ \ RETAIN NATURAL f. RADE AROUND �� ' ; • ro • �� // t • � ', � � '�jIII; II + II � TREES TO SAVE \ � \ � ♦ \ , I •V L,I / I ) , 1 I I�) II � II I II I \ \\ • ♦♦ T% '1 , `I 1 ��'': I `n I 1 �IN rlT' II ' • \ �' \: ♦ 1 ; 1 �,,,.' I I I i , ' I ' (I (I �) II II i II I ' ♦ 1' 1 I I I � \ 1 I i , II ��\\ '��.�\\ rX ♦♦ I'' 1 0 ; II 1` 1 �, `� LL,III EII;II L II ' C� N CO 9 1 } T y 'ro •• •\ � r# 1 1 , 1 i I I 1 I\ I �l \ onlng Not 1plaffed I I EXISTING 100 YR;. F; woD I. MIN/MUM LOT SIZE, TOWNHOUSS - /700 SF SINGLE FAMILY HOMES - 6000 SF 2. MIN/MUM LIVING AREAr TOWNHOMSS - //00 SF SINGLE FAMILY HOMES - 1400 SF 3. ALL OPEN SPACE TRACTS. RETENTION AREAS, AND CONSERVATION AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, EXCEPT FOR TRACTS J.K,L & M WHICH WILL BE DEDICATED TO THE CITY. STREETS WILL BE PRIVATE WITHIN THE TOWNHOME PORTION. AND PUBUC IN THE SINGLE-FAMILY PORTION. 4. THE CITY IS SUBJECT TO THE TERMS. PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIUM ON THE ISSUANCE OF BWLD/NG PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAW- FUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF. FROM THE APPU- CATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSI DERED AS SUCH AN EXEMPTION. 5. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR. A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER LANE CLOSEST TO EACH HYDRANT. 6.ALL SUBDIVISION IMPROVEMENTS WILL BE DONE IN ONE PHASE, INCLUDING THE POOL & CABANA. AND ALL OTHER COMMON AREA IMPROVEMENTS /N THE TOWNHOME PORTION OF THE PROJECT. 7. ALL HOUSE PAD ELEVATIONS SHALL EXCEED THE /00 YR. FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 8. PER SECTION 4-5(L)(6) OF THE OCOEE LAND DEVELOPMENT CODE. A MIN/MUM OF 3 TREES WILL BE PLANTED PER LOT. 9 AT ALL CORNERS AND WHERE APPLICABLE, SIDEWALKS SHAM HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS OR THOSE WHO ARE PHYSICALLY CHALLENGED. /0. STREET LIGHTING TO BE PROVIDED BY FLORIDA POWER CORPORATION. WATER. SEWER. AND FIRE PROTECTION TO BE PROVIDED BY THE CITY OF OCOEE. /1. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTI- FICATION OF COMPLETION AT HIS EXPENSE. AND THE COST OF OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH CITY OF OCOEE ORDINANCES. I2. PRIOR TO THE APPROVAL OF THESE PLANS, OR ANY PORTION THEREOF, THE APPLICANT/OWNER WILL NEED TO APPLY FOR AND OBTAIN EITHER A CERTIFICATE OF VESTING AND/OR A FINAL CERTIFICATE OF CONCURRENCY PURSUANT TO THE OCOEE LAND DEVELOPMENT CODE. NEITHER THE REVIEW OF THE PROJECT BY THE CITY NOR THE GRANTING OF ANY APPROVALS IN CONNECTION WITH SUCH REVIEW. SHALL BE CONSTRUED TO GRANT THE APPUCANT/OWNER ANY ENTITLE- MENT TO OBTAIN A CERTIFICATE OF VESTING OR A FINAL CERTIFICATE OF CONCURRENCY WITH RESPECT TO ALL OR ANY PORTION OF THE PROJECT OR TO CREATE ANY EXEMPTION FROM THE PROVISIONS OF ARTICLE /X OF THE OCOEE LAND DEVELOPMENT CODE. 13. ALL UTILITY. DRAINAGE, AND WALL EASEMENTS SHAD. BE FOR THE BENEFIT OF AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE LOT OWNER. UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 14.ON ALL CORNER LOTS, NO WALL FENCE. SIGN, STRUCTURE OR ANY PLANT GROWTH WHICH OBSTRUCTS SIGHT ONES BETWEEN 2 -6' AND 10' ABOVE ANY PORT/ON OF THE CROWN OF THE ADJACENT ROADWAY SHALL BE MAINTAINED /N A TRIANGLE FORMED BY MEASURING FROM THE POINT OF INTERSECTION OF THE FRONT AND EXTERIOR SIDE LOT LINES A DISTANCE OF 25' ALONG THE FRONT AND SIDE LOT LINES. AND CONNECTING THE POINTS SO ESTABLISHED TO FORM A SIGHT TRIANGLE ON THE AREA OF THE LOT ADJACENT TO THE STREET INTERSECTIONS OF MINOR AND COLLECTOR STREETS. I5. A MIN/MUM OF TWO 'NO PARKING SIGNS WILL BE PLACED ON ALL CUL-DE-SAC BULBS TO PREVENT OBSTRUCTING TRAFFIC AND AS OTHERWISE DIRECTED BY THE CITY OF OCOEE. 16.25 MPMSPEED ZONE SIGNS ARE TO BE PLACED ON ALL STREETS IN THE SINGLE- FAMILY PORTION OF THE PROJECT. & '/0 MPH' SPEED ZONE SIGNS ARE TO BE PLACED IN THE TOWNHOME PORTION OF THE PROJECT. l7. BUILDING SETBACKSt CLARKE ROAD - 50 HACKNEY PRAIRIE ROAD - 30' PERIMETER - 25' PRAIRIE LAKE (NHW EL63) - 50' CONSERVATION AREAS - 25' I8.ALL STOP AND SPEED LIMIT SIGNS SHALL CONFORM TO F.D.O.T.INDEX NO.600 , SHT. 9 OF lO . ALL STOP SIGNS SHALL BE 30' X 30' AND ALL SPEED LIMIT SIGNS SHALL BF ?4' A, Rp 19. WATERMA/N F,TT/NGS ARE SHOWN.HOWEVER THE CONTRACTOR TO ADJUST FITTINGS AND PIPE DEFLECTS TO MEET FIELD CONDITIONS AND MANUFACTURER'S SPECIFICATIONS. 20. ALL TRAFFIC SONTROL SIGN LOCATIONS TO BE COORDINATED WITH THE CITY OF OCOEE PUBLIC WORKS DEPARTMENT. LINE fEL. 86.OI f I 1 1 1 N N 2/. CONTRACTOR TO PROVIDE EROSION CONTROL AT THE CURB INLETS DURING 1 CONSTRUCTION BY UT/UZING THE TURBIDITY BARRIER DETAIL SHOWN ON SHEET 4. 22. THE WATERMA/N IS TO BE CONSTRUCTED BETWEEN THE SIDEWALK AND THE BACK OF CURB, UNLESS SHOWN OTHERWISE ON PLANS. 23.THERE WILL BE A MINIMUM /5' BUILDING SEPARATION BETWEEN HOMES /N THE SINGLE FAMILY PORTION OF THE SUBDIVISION AND A MINIMUM 20' BUILDING SEPARATION BETWEEN MULTIUNIT BUILDINGS IN THE TOWNHOUSE PORTION OF THE SUBDIVISION (FIREWALL SEPARATION ONLY BETWEEN INDIVIDUAL UNITS WITHIN MOLT/UNIT BU/LD/NGS). N 1 � , 24.DEVELOPER TO APPLY FOR AND RECEIVE A F.EA(AA L.OAf.R MUST BE OBTAINED PRIOR TO CERTIFICATE OF OCCUPANCY OF HOUSES ON AFFECTED LOTS. 1 , 25.TOWNHOMES AND SINGLE FAMILY LOTS WILL HAVE INDIVIDUAL TRASH COLLECTION PER CITY REQUIREMENTS. ------------------- iir, 1, •/ / 1 ' 1 11+ I I ti ! �I• � / 11 , 1 1 1 1+ REMI NGT ON OAKS, PHASE l i , P.B. 42, PG. 40 SUBMITTAL DATE CITY OR COUNTY I W.M.D. FINAL APPROVAL BID SET LEGEND QEscmproy EXIST/MG PRDIP n SAN/fARI' SEWER SYSTEM - - (�- -••� STGRM SEWER SYSTEM =� ' WATER SYSTEM---►f-- P70W MYQRANT - - - _ +_ cowo/R--------- 0"NAW Sff*"URE D! SANR'AAY STAVOrURE S� LOf mummot 8 EXIST M r^FL+ W EL MO i - - - - - CITY OFOCOEE FLORIDA DATE DEC.200/ 1G1=N DESIGNED _-DO CHECKED DMS Es OFFSITE COMPENSATORYASS®�InTES9 INL®RP IDnU�� � SCALE r-1oa AREA ENOINEERINO • PLANNINO • •URVErINO • ENVIRONMENTAL STORAGE Q EA PROJECT NO. PL02-203 520 SOUTH MAGNOLIA AVENUE c ORLANDO, FLORIDA 32801 FILE NAME PL02COS.002 407-843-5120 • FAX 407-649-8664 PRAIRIE LAKE ENGINEERING BUSINESS 01221 SHEET /OF i 1�li�t DEC - 6 20)01 DEC 0 5 2001