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HomeMy WebLinkAbout04-12-2005 Agenda Packet..47('__ , Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA Tuesday, April 12, 2005 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held March 8, 2005 III. OLD BUSINESS None IV. NEW BUSINESS A. ELECTION OF OFFICERS B. Wesmere 1. Wesmere Properties Preliminary Subdivision Plan 2. Villages of Wesmere Preliminary Subdivision Plan C. Plantation Grove, Phase 3, Lot 2 Large Scale Preliminary Site Plan D. Ingram Trails 1. Preliminary Subdivision Plan E. ABC Fine Wines and Spirits, Store No. 52 1. Annexation 2. Rezoning Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (PUBLIC HEARING) PUBLIC HEARING) (PUBLIC HEARING) (PUBLIC HEARING) City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Planning & Zoning Commission April 12, 2005 Page 2 of 2 F. McCormick Woods, Phase 3 (PUBLIC HEARING) 1. Annexation 2. Joint Planning Area Agreement Land Use Amendment 3. Small Scale Comprehensive Plan Amendment 4. Rezoning V. MISCELLANEOUS A. Project Status Report B. April Calendar VI. ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. O:\P & Z\Agendas\2005\Mar 8 2005 P & Z Agenda.doc 4 ITEM NU'MBiR II. A. Minu:Commission of the Planning and Zonin Meeting ,held On Tuesday, Mar h 8, 2005 DRAT THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MARCH 8, 2005 CALL TO ORDER Chairman Golden called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Members Campbell, Keller, McKey, Morris, Riffe, Sills, and West. Also present were Community Development Director Wagner, City Attorney Rosenthal, and Deputy City Clerk Brasher. ABSENT: Member Rhodus, who was excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, February 8, 2005. Member West, seconded by Member Keller, moved to accept the Consent Agenda as presented. Motion carried 8-0. NEW BUSINESS VILLAGE AT LAKE BENNET — PRELIMINARY SUBDIVISION PLAN Senior Planner Fabre presented the staff report for the Preliminary Subdivision Plan (PSP) for the Village at Lake Bennet. The Village at Lake Bennet consists of ±39.6 acres and is located on the northeast corner of Bluford Avenue and West Colonial Drive adjoining Lake Bennet. The proposed plan has five (5) commercial lots on ±13.9 acres for Phase 1 and Phase 2 will have two (2) parcels on ±12.5 acres with no entitlements as part of this PSP. The northern edge of the property abuts the historic brick Maine Street, and the eastern edge abuts a wetland area that is associated with Lake Bennet, which will be covered by a conservation and drainage easement dedicated to the City. A pedestrian sidewalk and bike path easement will also be dedicated on the upland area along the wetland associated with Lake Bennet. The Future Land Use designation for the site is Commercial with Conservation/Floodplains along Lake Bennet. The property is zoned Community Commercial (C-2), which allows development and construction of the proposed land use and the requested use is consistent with the Comprehensive Plan. The site is located within the State Road 50 "Activity Center" Special Development Plan and is identified as an "Activity Center" and as well as a "Gateway Intersection" in the Activity Center Special Development Plan. These classifications promote special development considerations to encourage high quality development. D It T Planning and Zoning Commission Regular Meeting March S, 2005 The Village at Lake Bennett Preliminary Subdivision Plan will be developed as a commercial subdivision consisting of five (5) buildable lots for Phase 1. The proposed uses for Phase 1 includes restaurants, banks, pharmacies, and retail establishments. Phase 1 will also include relocating, engineering, and constructing Maine Street in accordance with an existing development agreement. Approximately three (3) acres between the relocated Maine street and the historic Maine Street will be dedicated to the City as parkland and water retention area per the existing development agreement. The scope of Phase 2 for this project has not yet been determined, therefore, no entitlement is being granted in this PSP. The internal road stub -outs would connect to the future Phase 2, however, the land in question was sold to another developer, so there is no way of knowing how the remainder of this site will be developed or its relationship to future development to the northeast. The access into the subject site will be provided via a right/in right/out on SR 50. Additionally, two (2) right/in and right/outs and a full access will be provided on Bluford Avenue. There will also be right/in right/out access on the relocated Maine Street. Along the entire length of Bluford Avenue, there will be turn lanes to service the individual access driveways. At the intersection of Bluford Avenue and SR 50, there will be a dual left turn lane, which will serve eastbound traffic on SR 50. Staff recommended that the City and the developer share equally in the improvement cost for the additional left turn lane. The tree preservation ordinance requires that every attempt be made to save significant trees on the site. Staff has raised numerous concerns to the Applicant about preserving significant trees for this project. It is apparent that the current Preliminary Subdivision Plan as configured will ultimately result in little to no existing trees saved. The Developer is requesting four (4) waivers: 1. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), ii, which requires that smaller commercial structures and out parcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification indicates that the developer is donating 35 feet wide right-of-way along Bluford Avenue and 10 feet right-of-way along SR 50 as an offsetting public benefit. 2. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1) (b), iv, which requires that no more than two (2) out parcels within the same planned development shall abut each other along primary or secondary street DRAFT Planning and Zoning Commission Regular Meeting March 8, 2005 frontages, although any number of out parcels may front on internal streets within a commercial subdivision. 3. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1) (b), v, which requires that no out parcels lot shall be less than one acre in size. 4. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (2), (b), I, which requires a minimum 25 foot landscape buffer along public primary and secondary streets. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee (DRC) met on February 23, 2005, and reviewed the Preliminary Subdivision Plan. This meeting was initiated by the developer who was interested in moving his project forward. There were considerable comments and concerns addressed from Public Works, Engineering, City Attorney, City Transportation Planners, and the Planning Division that were identified in written staff comments and/or verbally presented. The Applicant was made aware of the following issues. 1. The Applicant has not submitted a complete Traffic Study. Therefore, the applicant will need to finalize the Traffic Study to meet city methodology. . The proposed roadway along Bluford Avenue raised concerns from the Public Works Department. Median separators were requested to be widened to four (4) feet. Access return radii were requested to be reduced in order to allow more pedestrian safety. Safety concerns about the right/in right/put on SR 50 were also raised. The Applicant agreed to work with staff to address these issues and incorporate them in the Preliminary Subdivision Plan prior to the Final Subdivision Plan. 2. The Applicant also requested to delay the engineering and construction of the relocated Maine Street in order to expedite Certificates of Occupancy for their end -users. The Applicant offered to bond the street in order to postpone development of the road. Staff made it clear that the existing Development Agreement would have to be amended for such action to take place. It was also made clear that the relocated Maine Street improvements must be constructed according to the Preliminary Subdivision Plan. The applicant was also informed that it is standard to build all subdivision infrastructures at the same time. As a result, the Applicant agreed to build Maine Street as part of Phase 1 subdivision infrastructure improvements. Due to lack of time to discuss the numerous remaining technical issues, the DRC voted to unanimously recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on the plans and resolving the numerous issues specified in the Staff reports and incorporating the comments raised at DRC. DRAFT Planning and Zoning Commission Regular Meeting March 8, 2005 STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommends approval of the Preliminary Subdivision Plan for the Village at Lake Bennett, as date stamped received by the City on February 10, 2005, subject to the Developer making changes to the plans which resolve the issues specified in the Staff reports and the comments raised at DRC. PLANNING AND ZONING COMMISSION COMMENTS & QUESTIONS Vice -Chairman McKey asked if the engineering, construction, and infrastructure of Maine Street would be delayed. Senior Planner Fabre said the Developer agreed to construct the relocated Maine Street in Phase 1. City Attorney Rosenthal said that the Developer has agreed but nothing has been documented. Member Morris asked if there would be a traffic signal at the Bluford main in/out access. Community Development Director Wagner stated there eventually would be a traffic signal on relocated Maine Street. Member Keller said the plans look like every tree is to be removed from the property and he would like the Developer to leave more trees on the property. Member Sills stated his concerns with the "right -out" lane heading westbound on SR 50. Community Development Director Wagner said the lane has been discussed numerous times and F.D.O.T. has approved the "right -out" lane. City Attorney Rosenthal said the City is deferring to what F.D.O.T. permits. The public hearing was opened. Developer Owen Ewing, presented exhibits of the proposed Conceptual Plan and stated they are willing to donate ±35 feet of additional right-of-way along Bluford Avenue in return for four (4) waivers. Mr. Ewing further stated they are going to save as many trees as possible but many of the trees were damaged by the hurricanes. Chairman Golden stated his concerns with the trees that are to be removed. Turgut Dervish, representing Transportation, Planning and Design stated that F.D.O.T. is permitting the "right -out" on SR 50 because, if it were not permitted, it would cause traffic issues on Bluford Avenue. Bill Fisher, architect for the developer, presented design renderings of the proposed project and said each parcel would be developed in a unified manner. Chairman Golden voiced his concerns regarding the lack of design guidelines. Community Development Director Wagner said the City does not look at design features until the project gets to the Final Subdivision Plan. Planning and Zoning Commission Regular Meeting March 8, 2005 A lengthy discussion ensued regarding Phase 2, which has no entitlements as part of this PSP. City Attorney Rosenthal clarified that there has not been a Preliminary Site Plan or Final Site Plan submitted for any lots in Phase 2. Chairman Golden asked how pedestrian activity is shown on the Site Plan. Joel Arnold, representing Consul -Tech, stated there would be external and internal sidewalks throughout the project. Cindy Smith, representing ABC Fine Wine & Spirit Store, voiced concerns with proposed alignment of the full access entrance on Bluford Avenue in relationship to the ABC proposed project access. Mr. Ewing said he felt the issue with ABC could be resolved. The public hearing was closed. A lengthy discussion ensued with several members of the Planning and Zoning Commission regarding their concerns with the proposed project: ➢ Traffic patterns ➢ Waivers ➢ Landscaping and trees ➢ Development of Phase 2 ➢ Unresolved/unaddressed issues ➢ Inconsistency with LDC and Activity Center Vice -Chairman McKey, seconded by Member Keller, moved to deny the Preliminary Subdivision Plan for The Village at Lake Bennett based on the following comments: 1) Inconsistency with the adopted State Road 50 "Activity Center" requirements of the Comprehensive Plan and the Land Development Code; 2) Specific out parcel waivers 1, 2 & 3 are inconsistent with the Land Development Code and the Comprehensive Code and in the absence of granting the requested waivers the proposed plan does not work-, 3) Too many issues raised in Staff comments which have not been addressed and incorporated into the PSP• 4) Lack of an overall Master Plan including adjacent parcels which are not within the PSP: 5) Not a mixed -use project; 6) Project only calls for commercial out parcels which would also be inconsistent with not being a mixed -use Droject; 7) Lack of a completed Traffic Study_ DRAa 'r Planning and Zoning Commission Regular Meeting March 8, 2005 Motion carried 6-2 with Members Morris and West voting no. ADJOURNMENT The meeting adjourned at 9:27 p.m. Attest: Brenda Brasher, Deputy City Clerk F •a James Golden, Chairman IaA-.1141WOM : ► r7 _ _ c' enter of Good r ,- Moor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: April 1, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Mana er THROUGH: Russ Wagner, AICP, Community Dev opmen Director SUBJECT: Wesmere Property Preliminary Subdivision Plan Project # LS-2004-020 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Subdivision Plan for the Wesmere Property? BACKGROUND: The Wesmere Property site is located on the east side of Maguire Road, north of Cross Creek subdivision and south of the Florida Turnpike. The subject property comprises multiple tracts, totaling 100.23 acres. The property is zoned Multiple -Family Dwelling (R-3) and General Commercial (C-3) and is designated as High Density Residential and Commercial on the Future Land Use Map (FLUM). Lot 3 of the Wesmere Property Preliminary Subdivision Plan is proposed to be fee -simple townhomes and will be considered by the Planning and Zoning Commission at the April 12, 2005 hearing under item LS-2004-010, Villages of Wesmere. The site is undeveloped and covered with pine trees. To the north of the subject property is the Florida Turnpike with associated right-of-way. To the west is Maguire Road with associated right-of-way and on the west side of Maguire Road is the Brookstone residential subdivision, zoned R-1A and designated as Low Density Residential on the FLUM; and the Wesmere at Ocoee residential subdivision, zoned R-1AAA and designated as Low Density Residential on the FLUM. South of the subject property is Cross Creek, a residential subdivision, zoned Low Density PUD and designated as Low Density Residential on the FLUM. To the east of the subject property is the Florida Turnpike with associated right-of-way and properties located within unincorporated Orange County. DISCUSSION: The Wesmere Property Preliminary Subdivision Plan is proposed to be developed with three (3) lots and nine (9) tracts. Lot 1 is proposed to be commercial and contains 14.10 acres; Lot The Planning and Zoning Commission April 1, 2005 Page 2 of 2 2 is proposed as a future elementary school sire and contains 13.50 acres; and Lot 3 is proposed as residential townhomes (Villages of Wesmere) and contains 49.41 acres. The nine tracts include a lift station, a master wet detention pond covering 16.99 acres, buffers and future right-of-way for the extension of Tomyn Boulevard east of Maguire Road. Access into the subject site will be provided from the east side of Maguire Road and the north and south side of the Tomyn Boulevard extension. Because this property, aside from Lot 1, is vested from concurrency, a traffic study was submitted by the applicant analyzing only operational improvements. Improvements identified were a northbound right turn lane on Maguire Road at Tomyn Boulevard and turn -lane improvements to the intersection of Maguire Road and Tomyn Boulevard including mast arm installation to add a traffic signal for west bound traffic on Tomyn Boulevard. Ten (10) feet will be conveyed to the City at the time of platting to accommodate the right turn/deceleration lane by the Wesmere Property master developer. In addition, the proposed extension of Tomyn Boulevard will be constructed prior to or concurrent with the townhome development (Lot 3) by the Wesmere Property master developer. At the time of site plan submittal for Lot 1, an additional traffic study will need to be submitted to identify any improvements necessary to offset the impacts of the commercial development, both from a concurrency standpoint and well as operational issues. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 15, 2005 and reviewed the Preliminary Subdivision Plan. Staff discussed with the applicant a few outstanding comments from the Planning Division, which were identified in written form to the committee and the applicant. The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on the plans based on written comments raised at DRC. The applicant has revised the plans incorporating all of staff's comments that were presented at the DRC meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Wesmere Property, as date stamped received by the City on April 1, 2005. Attachments: Location Map FLU Map Zoning Map Preliminary Subdivision Plan date -stamped April 1, 2005. 0:\Staff Reports\2005\SR05022_CA_Wesmere_Property_P&Z.doc DESCRIPTION: , Florida, unt , e 2 East Orang e coPLAN Township i 22 South Ran 8 Section 0 , Sec o Y Northwest of 9 rid the No 9 st a a P 0 of th e So uthwest / A po rtion n /a P abed as follows: ar icula rl described being mor e t 9 particularly , - North r N f the Southwest of Section 29, Township 22 South, Range 28 East, thence run FOR COMMENCE at the Northwest corner o ,� P 89"15'48" East, for a distance of 50.00 feet to a point on the East right of way line of Maguire Rood, said point also being the POINT OF BEGINNING; thence run North 00'44'12„ West, along said East right of way line, for a distance of 29.78 feet; " said East right of way line, for a distance of 7.18 "feet; thence run North 13'18'01" thence run North 89 15 48 East, along g Y . „ t e of 135.31 feet thence run North 00 4412 West, along said East right EastYalong said East right of wa line, for a distant , , 9 of radius e conca ve So uthwesterly, er! haven a a curve, , non-tangent9 aY 191.7 1f eet t 0 0 0 mt on, of r a distance o wa Im e for P f Y „d• 0 f a line f right o w so bein g on the Sout hwesterly ter) h ital Y said point 9 s s Y 21 55 East, South 50 9 e of Sou , and a chord distant P 4495.60 feet O O O O • and the of said cu rve n Southeasterly stet) al ong h Parkway); then ce run S u State P r Sunshine St t Y 9 s the Su , (als o known a Y) p � the Florida Turnpike � ROJ ECT T EA t an M MEMBERS: a am BER feet a S T n arc distance of 2609. 37 fee UTILITY LI TY P central angle of 33'1522 for P PROVIDERS right of way line, through a ten g _ i� M1 t"� said Southwester) i , 9 to Y 9 Y „ West, along said North 7 57 W O � t 89 3 e- Section 29 then ce run South N N d Secti 9 Southwest of sal , the Southwe a teSo Southe ast of h / f h a line o / North i OWNER the N R APP LICANT WATE of . said % R the Southwe st f the Southe ast of /a o h the Ea st /a 63.99 feet to a point on the Wes t line of fz line, for a distance of P S N/ PARCEL 10: 29- - - - - N N rn cfl • ' " ante of 15.74 feet to the Northernmost corner • along said West line, for a distance hence run South 00 33 03 East, g 22 28 0000 00 105 CITY OF OCOEE e- Section 29, t i O O • Records of Orange Count Florida, also being 3 page 1589 of the Public Rec Y• 9 SOUTHEASTERN DEVELOPMENT 150 N. LAKESHORE DRIVE descnbed m Official Records Book 426 p g 9 • of those lands urn Ike also being a point on a non T Florida of the, ht of wa Ime9 P s nP LANDS ccesWESMER ited aE COMMERCIAL, Southwesterly limited YL `L.L.G South gOCOEE FLORID point an theproposedY, A 34761 a o P thence South 331 3 33 East of , chord bearing 4433. 60 fee t an d a h stet) h avm a ra thus of hwe; lout1551 S _ caveANDSP.0 v conR 0 tangent cure 9ROAD to n Y , P 4 H. 07 90 g5 3100 Southwesterly limited ed sed S author est i i proposed ( Ian ds an d sa d boundar ies of said Y boP P along the Easterly rid dista rites 1 3 tours es a low(n 9„ run the following > gM AI TL' AND FL 32751 3 30 fo ran ..arc n le of O1 5 ai aAX 40 central F 7 656 through h a8504 f said cu rve r the arc o 9 n h a lin e: run South easterly along 9 ( ) for 9 acces s right o Y a, Y " , • run thence r ` PHONE: - eet th E. 40 9s.32 f 7 41 e of 7 .854 distance 7 2 26 32 Eost for a d , line; the nce run South 3 ( feet to a non tangent m , dis tance of 123.17 9 i a „ Southeasterly, -hovn curve concave on a non tangent9 feet to a point , or a distance of 334.23 f p 9SEWER South 31 26 32 East, f radius of 292.31 feet and a chord bearing of South 57'37'06" West; thence departing said Easterly boundary, run r g -OWNER CITY OF OCOEE W W W W Southwester) along said curve through a central angle of 63'17'06" for an arc distance of 322.87 feet to a point of PARCEL ID: 29-22-28-0000-00-107 150 N.. LAKESHORE DRIVE W W W W Y 9 Southeaster) having a radius of 461.35 feet and a chord bearing of South 06'04 28 compound curvature of o curve, concave Y, 9 " "`. -SOUTHEASTERN DEVELOPMENT 0000 e through a central ang le of 3215 48 for an arc distan ce of SECTION ;, :EAST ' -000EE FLORiDA 34761 c of said curve 9 � ._. ,�� U C? U U thenc e Southwesterly along the arc 9 t 9 Wes Y ,, .„R N _ .. LAN � ■ � l: DS WESMSHIP��� ���' �� EAT ERE MULTIFAMILYt of said section 29 TC�►VVN L.L.C.the 5outhwes i of the South 400.00 feet of the Southeast / of � t on the North line feet to a point i - PH. 407 905-3100 O O O O 259.79 P , 1 55 1 SA NDSPU R ROAD line of the South 400. 00 feet of the Southeast st alon said N orth i outh 89 49 0 5 We- e run S 9 curve, ' FAX 4 saidAX 07 656 thence departing, .. 8504 29 h ,( li Li I.t_ Li Records Book 426 3 Rec MAITL Official AND F described m f L 3275 the North line of those lands de 1 � n 29 also being 0 f said Sector Sout hwest So w a of the / . O 4©o / Recor ds Book 4263 page 1589 of said Public n Official , described i 9 South line o f those lands P e S PH - n the PHONE: o being N 40 also 7 741 1 2 and 8547 59 , 9 . ( 1 „ page ELE CTRIC • a distance of me of said ands for 32 57 Ea st, along the West I , run South 00 , feet; thence9 LOR'DA 0 525.40 f a distance fCITY OF OCOEE }- Records. forbeing ' FLORIDA POWERF- 400.01 feet to a point on the South line of the Southwest /a of said Section 29, also g the North line of CROSS CREEK ' thence run South 89'49'05" West, along OWNER OF OCOEE, as recorded in Plot Book 33 page 30 of said Public Records, then 9 ' ne for distance of 1091.74 feet to the Southeast corner of thoselands as descri bed anin Official Records Book PARCEL ID: 29-22-28-0000-0 - WI E. BAY STREET Ci U U U said North line, 0 106 WINTER GARDEN, FL 34787 „ of 05 22 West along the boundary of sa id land for a distance 5949 page 3779 of said Public Records, thence run North 00 g Y WESMERE COVE PARTNERS L.T.D. g PH. 407 6 P 46 8209 „ 5 feet; thence run distance of 19 1.0 f boundary of sa id ands for a dts , the boun 155 S Ion 1 AND West a SPUR ROAD 23 09 27 Y 151. 93 feet ; thence run North 9 FOR East right of wayJme FAX 407 905-3365 • distance of 244.15 feet to the aforesaid g ( id lands for a d st n boundary of said , on theMAITLA 8 5417 West alND FL 32751 South 8 9 Y „ , i e .for ' of a In East right w 0 441 2 W est along said, North 0Y run Nor d land s, , r o f sal 9 thence dep arting m the bounds , Road; _ - Maguire R Y of 9 P PH ONE: 4 g 07 741 854 „ 7 Official those lands as described m Of (_ ) boundary of PHONE North 89 54 50 East, along the y feet thence run 9 a distance of 124.43 , o said West, along the bounda ry f 441 2 We North 00 Y Nor NT fee t; thence run 9 of 144.36 ok 5949 a e 3779 for a distanceSPRINT cords Bo , Re pa ge V o dista SOUTH AST RN D nce e o for • 50 West along the boundary of sa id (ands ARCHITECT 448.85 feet thence run South 89 54 g Y land for a distance of „ P.O. BOX 770339 t of way line of said Maguire Road; thence run North 00'4412 West, along said East right of way 144.36 feet to the East right y 9 , „ N/A said East right of wa line, run North 44'15 48 East, along the boundary line, for a distance of 774.47 feet, thence departing 9 Y WINTER GARDEN, FL 34777 of those lands as described m Official Records Book 5949, page 3763 of said Pu blic Records for a distance of 42.43 feet; • - ENGINEER PH. (407) 814-5351 he aforesaid East right lands, for a distance of 30.00 feet to g the boundary of said Ian , 48 West aeon FAX 407 814-5320 South 89'15 Y thence run 9 ( ) MADDEN ENGINEERING I • Ime fora NC. along said East right of way , r North 00 4412 West 9 Y • r of said lands run 9 departing the bounds , line; thence de Y of way P 9 " Y of said e boundary 431 E HOR TI East, along the A 0 UITE 260 way line, run North 89'i5 48 E g Y departing said East right of , eY 00 fee t thence „ of 70. 9AVE.,, CABLE distance P West, North 45 4 412 W et the nce run N h ; 0 feet; MATT 3a.o LAND e of FLORIDA 5 949 pa ge 3783 for a distant R A 32751 Book , land s des cribed m Of ficial Records B P 9 • North ;. BRI HT No h G HOUSE a line; thence `run NETWORKS boundary of said lands fora distance of 42.43 feet to the aforesaid East right of way , along the boun , 9 Y ANDS `, PHONE: 407 629-8330 ' said East right of wa line, for a distance of 799.96 feet to the POINT OF BEGINNING. 00 4412 West, alongYS� ! . • • , M25TL LUCIEN WAY Containing 97.27 acres, more or less. SURVEYOR AI AND, FL 32751 ALLEN & COMPANY, INC. PH. (407) 215-5991 16 E. PLANT STREET FAX (407) 215-5758 W NTER GARDE F -. N, L 34787 NT GAS PHONE: 407 654 5355 LAKE APOPK SOUTH A,S.T RN D V I-JOP:M. A NAUTRAL GAS P.O. BOX 783007 WINTER GARDEN, FL 34778 PH. (407) 656-2734 FAX (407) 656-9371 ANDS SM R TI.FAMI Y, L C AND W SM R COV PARTN RS I D MAN ET� _mvAuSAP ZiNt15 �A���PUNINDEX CIF1 MAITLAND,'FL �32751 PH (407) 741 8W n a O O m C3 LL.1 O 0_ z C-i z0. ._ W ¢ a � N p Qo► � a v� c LLJ U = W U � W U _O M N W 0- 0 W a BOUNDARY SURVEY DESCRIPTION: A portion of the Southwest 1/4 of the Northwest 1/4 of Section 29, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: 4' WIRE FENCE CORNER IS 6.2' SOUTH, 5.V EAST COMMENCE at the Northwest corner of the Southwest 1/4 of Section 29, Township 22 South, Range 28 East; thence run North RECOVERED 1/2- IRON ROD NUMBER 68 89*15'48" East, for a distance of 50.00 feet to a point on the East right of way line of Maguire Road, said point also being the POINT OF BEGINNING; thence run North 00*4412" West, -along said East right of way line, fora distance of 29.78 feet; thence run North 89*1548" East, along said East right of way line, for a distance of 7.18 feet• ; thence run North 13*1801" SOUTHWESTERLY RIGHTo -OF-WAY East, along said East right of way line, for 'a distance of 135.31 feet; thence run North 00*44'12" West, along said East right N00*44'12"W­, LINE OF FLORIDA TURNPIKE of way line, for a distance of 191.71 feet to a point on a non -tangent curve, concave Southwesterly, having a radius of ( SUNSHINE STATE PARKWAY) 4495.60 feet, and a chord distance of South 50*21'55" East, said point also being on the Southwesterly right of way line of 191.71' LIMITED ACCESS RIGHT-OF-WAY 4WIRE FENCE 0.7' NORTHEAST the Florida Turnpike (also known as the Sunshine State Parkway); thence run Southeasterly along the arc of said curve and said Southwesterly right of way line, through a central angle of 33*15'22" for an are distance of 2609.37 feet to a point on I it N13*18'01"E the North line of the Southeast -y4 of the Southwest -A of said Section 29; thence run South 89*3757 West, along said North 135.31 line, for a distance of 63.99 feet to a point on the West line of the East 1h of the Southeast Y4 of the Southwest Y4 of said N89*15'48"E SOUTHWESTERLY RIGHT OF WAY LINE Section 29; thence run South 00*33'03" East, along said West line, for a distance of 15.74 feet to the Northernmost corner 7.18 1 -\I/ \ \ OF THE FLORIDA TURNPIKE (SUNSHINE STATE of those lands described in Official Records Book 4263, page 1589 of the Public Records of Orange County, Florida, also being NOO*44'12"W SEE DETAIL "A" PARKWAY) GRAPHIC SCALE a point on the proposed Southwesterly limited access right of way line of the Florida Turnpike, also being a point on a non If 1 200 0 100 200 400 800 tangent curve, concave Southwesterly, having a radius of 4433.60 feet and a chord bearing of South 33*13'33" East; thence J,%j.,jPOINT OF A% I i run the following 3 courses and distances along the Easterly boundaries of said lands and said proposed Southwesterly limited 29.78' 1 "�� ZO 1,7 BEGINNING 111111111111011111111111 access right of way line: run Southeasterly along :the arc of said curve through a central angle of 01*3530" for an arc POINT OF COMMENCEMENT I distance OT 12-3. 1 7 feet to non -Langent Iine; thence run South 31-2-632 East, Tor a distance •OT �1�1.0/- Teet; thence run NW CORNER, SW 1/4 OF '4 IN FEET South 31*26'32" East, for a distance of 491.79 feet; thence run South 03*48'42" West, for a distance of 284.28 feet to a SEC11ON 29-22-28 6 1 inch = 200 ft. point on the North line of the South 400.00 feet of the Southeast 1/4 of the Southwest 14 of said Section 29; thence run FLORIDA POWER South 89*49'05" West, along said North line of the South 400.00 feet of the Southeast Y4 of the Southwest Y4 of said Section U) C OR ORATION EASEMENT SOUTHWESTERLY LINE OF LIMITED/ N8915'48"E 0 1 ORB 2335, PG 522 ACCESS RIGHT-OF-WAY LINE 29, also being the North line of those lands described in Official Records,Book 4263, page 1592, and also being the South 50.0 0• V WIRE FENCE 0.7 NORTHEAST line of those lands described in Official Records ;Book 4263, page 1589 of said Public Records, for a distance of 874.84 feet; 41. thence run South 00'32'57" East, along the West line of said lands, for a distance of 400.01 feet to a point on the South line of the Southwest Y4 of said Section 29 also being the North line of CROSS CREEK OF OCOEE, as recorded in Plot Book M PARCEL 1 33 page 30 of said Public Records; thence run South 89*49'05" West, along said North line, for a distance of 1091.74 feet to (OVERALL PARCEL) the Southeast corner of those lands as described in Official Records Book 5949, page 3779 of said Public Records; thence 10' SLOPE EASEMENT (SE-12) - ­­ .1 3010 thence North 00*05'22" West alonn the boundary of said land for a distance of 151 93 feet +hnne run North 9.-�*nq'97" West LEGEND: VACANT LAND $ 1 f PLANTED PINES along the boundary of said lands, for a distance of .191.05 feet; thence run South 88*54'17" West, along the boundary of said lands, for a distance of 244.15 'feet to the aforesaid East right of way line of Maguire Road; thence departing the boundary O R=4495.60 of said lands, run North 00*44'12" West, along s id East right of way line, for a distance of 124.43 feet; thence run North a 0 L=2609.37 LANDS DESCRIBED IN W ­4 1 89'54'50" East, along the bo �- CID undary of those lands � as described in Official Records Book 5949, page 3779, for a distance of ORB 5949, PG 3783 J P CH=S50*21'55"E (NOT INCLUDED) < .144.36 feet; thence run North 00*44'12"4est, along the boundary of said land, for a distance of 448.85 feet; thence run ,,, trn o PARCEL 3 C=2572.90 South 89*54'50" West, along the boundary of said lands, for a distance of 144.36 feet to the East right of way line of said N89*15'48"E N45*44'12"W A--33*1 5'22" Maguire Road; thence run North 00*44'12" West, along said East right of way line, for a distance of 774.47 feet; thence 30.00' 42.43' departing said East right of 'way line, run North 44*15'48", East, along the boundary of those lands as described in Official LU A--83*33'18" Records Book 5949, page 3783 of said Public Records, for a distance of 42.43 feet; thence run South 89*15'48" West, along NOO*4412'"W S89*1 548W R=697.12' ELEVATION OF WATER the boundary of said lands, for a distance of 30.00 - feet to the aforesaid East right of way line; thence departing the L=1016.62' o T.B.=S84'06'22"E STAIN ON HEADWALL Cd C.B.=N42'19'43"W boundary of said lands, run North 00*44'12" West, along said East right of way line, for a distance of 70.00 feet; thence C.B.=N86*33'.35"W 120.72 PARCEL 4 departing said East right of way line, run North 89*15'48" East, along the boundary of said lands described in Official Records SEE DETAIL- LJ 30.00' R=550. z Book 5949, page 3783, for a distance of 30.00 feet; thence run North 45*44'12" West, along the boundary of said lands, for 70.00 00 L=80.19: LANDS DESCRIBED IN 75.66' ORB 5,94409, PG 3783 N 891548" E A-- 81 *4 9'5 3 (NOT INCLUDED) R=550.00' 15' UTILITY EASEMENT ELEVATION OF WATER a distance of 42.43 feet to the aforesaid East right of way line; thence run North 00*44'12" West, along said East right of L=785.53' ORB 4263, PG 1607 STAIN ON HEADWALL way line, for a distance of 790.96 feet to the POINT OF BEGINNING. 1\144-15'48"E 120.32 42.43' PARCEL 3 Containing 100.23 acres, more or less. 10' SLOPE EASEMENT (SE-11) R=550.00 J L=865.72 DETAIL "C" RECOVERED 4X4 CONCRETE 0 ORB 5949, PG 3810 A--90*11'08" MONUMENT 1.14! EAST, 0.07' SOUTH C) C> S89*37'57"W 63.99' =4433.60 a. ry I'd SURVEYOR'S NOTES: 5 0� L= 123.17 M S00*33'03"E CH=S33*13'33"E Bearings shown hereon are based on the West line of the Southwest 1/4 of Section 29, Township 22 South, Range 28 East A PORTION OF THE SW 1/4 PARCEL 4 15.74t C=1 23.17 z a ­J Z, AND THE NW 1/4 RECOVERED 4X4 CONCRETE as being an South 00'44'12" East based on assumed datum. MONUMENT RECOVEREDA--l-35'30" �_30' DRAINAGE EASEMENT OF SECTION 29-22-28 5/8- IRON ROD NUMBER 024 8.0' CONCRETE- ORB 5949, PG 3793 0.16' WEST, 0.46' NORTH There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on SIDEWALK S32*26'32"E this boundary survey that may affect proper ty rights and/or land use rights of the subject property. 15' SEWER FORCE MAIN EASEMENT o RECOVERED 5/8-IRON ROD I 99.32' U ORB 5878. PG 4536 NUMBER 3556 RECOVERED 5/8 IRON ROD NUMBER024 This Survey was performed with 'the benefit of Title Insurance Commitment provided by First American Title Insurance 0.28' WEST, 0.41' NORTH Company, Agent's File No. 020967-0129, effective date November 23, 2002 at 8:00 a.m. S89*54'50"W Cn rn RECOVERED 5/8- IRON J RIGHT-OF-WAY LINE AS SHOWN 144.36' 0 ROD LB NUMBER 024 ON RIGHT-OF-WAY MAPS RECOVERE0.5d8" IRON S 44-42',32" E There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local ROD NUMBER 3556 125.88' Governments affecting the subject property not shown on this survey. 225.24! 6 This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any rno 1V UTILITY EASEMENT RECOVERED 04 CONCRETE Other entity or individual wh PARCEL 2 ORB 4263, PG 1607 MONUMENT FDOT SURVEY MARKER WITH BRASS DISK ✓ F- (on PLANTED PINES STAMPED BM 5951 Wow This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. z I THE EASTERLY LINE PER ORB 4263, M I` W . I W 0 n O PG 1589 SOUTHWESTERLY LINE OF z 101' Z, 0 P 0 I PROPOSED LIMITED ACCESS 0 CORNER FALLS IN LAKE Underground utilities and improvements were not located, unless shown hereon. -J CL W.P. T 0 41- RIGHT-OF-WAY LINE 0 NOT SE 60 (A I/ F- 6' CHAIN LINK FENCE L4 Z J , -P- W,0 C) 0 OD -Z 0 lyV Subject property shown hereon is in Zone X area determined to be outside 500 year floodplain, according to Flood Insurance t I "' LAKE BONNET -' \ U3(DMF- 4 R=200.OE CN Rate Map one number 220 of 700, Map number 12095CO220 E, effective date December 6, 2000. <0 wo W - L=141.4B THE WEST LINE OF THE EAST HALF 00 N89*54'50"E -0z OF THE SOUTHEAST QUARTER OF THE 04 !� It Z A--40*31'52" 16 004 144.36' 0) T.B.=N 39*58'48" E SOUTHWEST QUARTER OF SECTION 29, (X) z TOWNSHIP 22 SOUTH, RANGE 28 EAST CqO rn M U ti cl:: of CR 00 ROD NAIL & DISK PARCEL 4 s 89-49*05" W EDGE OF WATER #68 0 N00*44'1 2"W e) (TYPICAL)I I 27.86' LOCATED 3-15-04 124.43' 497.14' 349.84' N 50*01'07 . W S89*49'05"W 874.84 '*-�CORNER FALLS IN LAKE 30' DRAINAGE EASEMENT 43.42' NOT SET ORB 5949, PG 3793 RECOVERED1/2- IRON -THE WEST LINE OF THE EAST HALF S88*54'1 7"W ROD NUMBER 68 OF THE SOUTHEAST QUARTER OF THE 0.47' EAST, 0.10- NORTH SOUTHWEST QUARTER OF SECTION 29, 244.15' 0 TOWNSHIP 22 SOUTH, RANGE 28 EAST 0 - - - - - - - - - - EAST RIGHT OF WAY LINE - ----i q NORTH LINE OF ORB 4263, PG 1592 0 OF MAGUIRE ROAD DRAINAGE EASEMENIT0 (A NORTH LINE OF THE SOUTHAGREEMENT RW-8 400' OF THE SE 1/4 OF THE SW 1/4 - - - - - - - - - - ORB 5949, PG 3830. (YI OF SECTION 29-22-28 LANDS DESCRIBED IN 30' ACCESS EASEMENT 10, FPC DISTRIBUTION EASEMENT LYING SOUTH LINE OF ORB 4263, PG 1589 ORB 5949, PG 3779 NOT INCLUDED ORB 4263, PG 1597 5' EACH SIDE OF FPC FACILITIES IN M 20' UTILITY EASEMENT THE 20' WIDE EASEMENT AREA, ORB 4286 WEST LINE OF WATER PLANT 4! WIRE FENCE NOO*05'22"W FORB 4263, PG 1607 ---EDGE OF PAVEMENT PG 3210 AND ORB 4291, PG 2636 _ ORB 4263, PG 1592 AS DESCRIBED IN RECOVERED 1/2" IRON Iv I ORB 4263, PG 1592 ROD NUMBER 68. 6' CHAIN LINK FENCE I NCE 151.93' - 14 - LECTRIC BOX (1.2'SW) 26.6 WEST, 38.7' NORTH t r 4 �1 �1857W t S89*49'65"W 1 1091.74! N 8 4VO5- �E < TRAFFIC SIGNAL BOX (0.8'SW) TRACT A Lor 9 or 2,, , Lor 26 LOT 36 0 LOT a /L.1 III LOT 21' .1 1 MIT LOT 31 1 LOT 'Or LOT 34 f (Y- O° TRAFFIC SIGNAL POLE-------�� -BLOW OFF VALVE (9.6-E) SOUTHEAST CORNER OF RECOVERED 4X4 ACTUAL CORNER FALLS IN FENCE CORNER 0 LANDS DESCRIBED IN 6' WOOD PRIVACY FENCE SOUTH LINE OF T14E CONCRETE MONUMENT RECOVERED 1/2- IRON ROD NUMBER LIJ FENCE CORNERIS E ON LINE SW 1/4 OF SECTION 29-22-28 2 CORNERS ARE 0 .1 0.6' EAST, OX SOUTH ORB 5949, PG 3779 68, WITNESS CORNER 5.0' NORTH ON LINECf AND THE NORTH LINE OF 6' WOOD PRIVACY FENCE NOT IN CROSS CREEK, OF OCOEE CORNERS ARE ON LINE I CROSS CREEK, OF OCOEE I RECOVERED 4X4 CONCRETE MONUMENT THE SOUTHEAST CORNER OF a RECOVERED 5/8- IRON ROD NUMBER 024 PLAT BOOK 33, PAGE 30 < 0.16' WEST. 0.46' NORTH Denotes point of curvature SECTION 29, TOWNSHIP 22, SOUTH I I RANGE 28 EAST 1 NON-EXCLUSIVE PERPETUAL I P.T. Denotes point of tangency 1 SANITARY SEWER FORCEMAIN Denotes water valve P.C.C. Denotes point of compound curvature - - - - - 50.00' EASEMENT, ORB 4151, PG 4754 1 1 1 11 1 1 RECOVERED 5/8- IRON ROD NUMBER 3556 1 11 N89*15'48"E RECOVERED 5/8- IRON ROD NUMBER 024 0 Denotes sanitary manhole POINT OF 0,28*.WEST, 0.41' NORTH Denotes meter box --- Denotes sign POINT OF I NORTHERN MOST CORNER OF LANDS BEGINNING PER ORB 4263. PG 1589 0 Denotes storm manhole COMMENCEMENT FENCE CORNERIS Denotes concrete Ell Denotes traffic signal / control box NW CORNER, SW 1/4 OF 0.6', EAST, 0.5' NORTH RECOVERED 4X4 CONCRETE Denotes catch basin SECTION 29-22-28 MONUMENT 1.14' EAST, 0.07' SOUTH Denotes edge of pavement with concrete curb F' Denotes wood power pole 10' SLOPE EASEMENT Denotes centerline (SE-12) THE WEST LINE OF THE EAST HALF ORB 5949, PG 3810/ OF THE SOUTHEAST QUARTER OF THE 'ME Denotes edge of pavement Denotes overhead power SOUTHWEST QUARTER OF SECTION 29, R/W Denotes right-of-way AFFIC SIGNAL POLE (12.6'E) TOWNSHIP 22 SOUTH, RANGE 28 EAST Denotes fire hydrant BOV C- Denotes guy wire Denotes blow off valve ITS] Denotes traffic signal box Denotes electric box and / riser ARV Denotes air release valve EO Denotes telephone riser FV Denotes fire valve Denotes electric manhole ------------ M ORB Denotes Official Records Book DETAIL "B" Denotes cable television marker riser Denotes traffic signal post DETAIL "A" DETAIL "C" W W cc CD NW3 W ( W > z cc C) co W 0 0 >- U- 0 C -4 N Z 0 CL 0 Cl) X CO LJ 0 z D W Z 3:: 0 z < ry 0 0 C4 > z 0 vi UJI F� 0 0 Ld W 0 LL- co rr) 04 n (0 to U ) W J.0 (n Ld z LJ -J Ld -J M U) 0 tL < D JOB # 24070 DATE: 3-23-05 SCALE: -l" = 200' CALC BY: GT FIELD BY: N/A DRAWN By: DM CHECKED BY. JLR 24070\SUR\24070 OVERALL INCLUDING POMD.DWG SHEET 1 OF 1 ABBREVIATIONS EXISTING SYMBO�LS, PR��OP'0.SED SY�MBOLS P LINES LINES STORM DRAIN A AREA 0 CURVATURE EA F&C F FRAME AND COVER PC POINT F C AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE r ' 100 LINEAR FEET STORM PIPE NE PIPE POLYETHYLENE / •� E 0, PEP 00 LF STS 24:` DPE � .2�% TIN i � H „ ON ED FDN FOUNDATION A BD AB AND ...... - G E 24 HIGH DENS ITY TY ---�--�•----• BUILDING LINE DINT .. CENTER -LINE AC ACRES FOOT FLORIDA DEPAR TMENT ` PFGP .PROFILE GRADE POINT BOUND ARY _ T OF TRANSPORTATION PI POINT OF AC FT ACRE FOOT/FEE POLYETHELENE PIPE @ 0.20% ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR PA PROPERTY LINE POB POINT OF BEGINNING ....,,.._... ................_... G FINISHED GRADE - •• •-- ADDL ADDITIONAL F .............o ......... :....................... o ......... WIRE FENCE ., CONTOURS U Q 8 PVC „ FH FIRE HYDRANT POJ PUSH ON JOINT "' - ADT AVERAGE DAILY TRAFFIC CONSERVATION POWER POLE`~�.-•—••..--��-•—._._..._.. UNDERDRAIN 8 PVC PIPE. F&I FURNISH AND INSTALL PP ALUMINUM AL SETBACK T RNA TE FIG FIG URE PR PHONE RISER A LT ALE ,� ._..._.._.,. ; C POINT OF REVERSE CURV ATURE - ••-- •■-- PR ' x R FLOW DIRECTION FIN FINISHEDLI FE CE RAILROAD TRACKS DRAINAGE W AM BEFORE NOONCHAIN LINK N (: _ - FIT FITTING PRESS PRESSURE L P AMPERE s — —� - CENTER LINE AM ( } APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT v AIR RELEASE VALVE FL R FLOOR 'PROP PROPOSED ARV CA�'i GAS MAIN VC POINT OF REVERSE VERTICAL CURVE � DOT INLET TYPE 1 ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PR a WOOD FENCE ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT o 0 0— CHAIN LINK FENCE F ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH FND FOUND PT POINT OF TANGENCY AVENUE UNDERGROUND ----------.. AVE GUARDRAIL �E � FOOT INLET TYPE 2 FPH FEET PER HOUR PVC POLYVINYL CHLORIDE 81 AVG AVERAGE ELECTRIC CONTOUR PVMT PAVEMENT FPM FEET PER MINUTE AZ AZIMUTH FPS FEET PER SECOND PWR POWER $0 ......... .................. t•• B FT FEET/EDDY EXISTING PLATS ' ....:..................:...:..:...:... liE� i .................................................... UNDERGROUND BFP BACKFLOW PREVENTER FTG FOOTING Q Q Flow RATE TELEPHONE — — — — — — EASEMENT FOOT INLET TYPE 3 BL BASELINE G BLDG BUILDING BLVD BOULEVARD GA GAUGE R r Y x•• :y Y y y Y> y y Y r •... >-� RETAINING WALL GALLON OVERHEAD FOOT INLET TYPE 4 BM BENCH MARK GAL G R RADIUS RCP REINFORCED CONCRETE PIPE ELECTRIC X X X FENCE BND BOUNDARY GALV GALVANIZED _ BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R W DAD RIGHT—OF—WAY' LINE ....� RD R_�...— _ �,—� OVERHEAD a o e � � � � � � � � r FOOT INLET TYPE 5 BOC BACK OF CURB GPD GALLONS PER DAY BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAYTELEPHONE GUARDRAIL BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE SHORELINE REINF REINFORCED "`�"" �'"'"""' ""=••-~••-"""y:=�•-•••-•• FOOT INLET TYPE 6 BV BUTTERFLY VALVE OR GUARD RAIL O _ • W :: .. _ .- .-.- " ��' GTV UNDERGROUND LOT LINE ORD GROUND/GRADE REQD REQUIRED CABLE TELEVISION GSP GALVANIZED STEEL PIPE REV REVISE/REVISION��� RPM REVOLUTIONS PER MINUTE GV GATE VALVE _•......_...._ ........................_. SWALE C ....... ............. ............. ........ ............ ............. ....... EASEMENT P/L RR RAILROAD MANHOLE GV&B GATE VALVE AND BOX CAP CAPACITY RT RIGHT CB CATCH BASIN GIN GUY WIRE PROPERTY LINE GROUND WATER TABLE CC CENTER TO CENTER GWT RV RELIEF VALVER vy RIGHT-OF-WAY CEM CEMENT / ,� n �_ CF CUBIC FEET H RWM REUSE WATER MAIN SANITARY MITERED END SECTION RETAINING WALL CFM CUBIC FEET PER MINUTE HB HOSE BIBB s CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE S SOUTH R/W SLOPE DIRECTION ARROW C&G CURB AND GUTTER HDW HARDWARE N SANITARY SEWER FORCE MAIN T - RIGHT-OF-WAY LINE FOR POND SIDE SLOPE CI CAST IRON HOA HOME OWNERS ASSOCIATION SA �� SANITARY SEWER LINE r M CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLAS H BLOCK W .................... ......... SCH SCHEDULE 000.00 HP HORSEPOWER CJ CONSTRUCTION JOINT SD SIDE DRAIN C L CENTER LINE HR HOUR CLEAN OUT 5� MANHOLE ........................ O SPOT ELEVATION / SDN SHELF DRAIN SETBACK LINE CLP CONCRETE LIGHT POLE HT HEIGHT NCE HW HEADWALL SE SOUTHEAST CLR CLEAR/CLEARANCE SEC SECONDS CLS CLASS .HWL HIGH WATER LEVEL ______ CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION STORM INLET SH SHEET WATER & REUSE WATER SHORELINE CMP CORRUGATED METAL PIPE HYD HYDRAULIC GROUND WATER TABLE: TED METAL PIPE ARCH SHGWT SEASONAL HIGH rr �. CMPA CORRUGATED SIMILAR I - SIM . CND CONDUIT E S L SETBACK LINE '�` ' --�� :-.--.-=--- SW `LE - ATE HIGHWAY / A I 4 INTERSTATE CO. COUNT Y ,� SLOPE } sL VALVE sL VC PIPE WATER AL WATER MAIN 6 P INTERSECTION ANGLE ___.. .._...W.._.. W �� CO CLEANOUT IA SHEET METAL � ���i INSIDE DIAMETER SM ID HIGHWAY 8c UTILITIES COL COLUMN SPEC SPECIFICATIONS) d * A COMP COMPLETE IF INSIDE FACE IN INCHES SQ .SQUARE TREE LINE CONC CONCRETE INL INLET SQ IN SQUARE INCH(ES) Rid REUSE WATER MAIN' FIRE HYDRANT CONN CONNECTION ) ( CONST CONSTRUCTION INS INSERT SQ FT SQUARE FOOT/FEETP� S YD SQUARE YARD S CONTINUOUS INST INSTALL CONY �,''I-� 'BOUND CORNER SR STATE RoaO WATER METER IP IRON PIPE ` ... ..� BACKFLOW PREVENTOR �...,�... D COORDINATE(S) ` E<� OR CO 1R IRON ROD SS STAINLESS STEEL SANITARY COR CORNER INTERSECT/INTERSECTION 5T STREET CPLG COUPLI NG G I NT TI ON E T INV R POLE .INV - •.; � ..• ;.: .• ,•.,..,:..... R PowESTANDARD.. _.,..... .. CONCRETE CONCR ETE.. STRUCTURE STD ONTROL STRU C T CPP CS `.:DRAIN STORM ........ J s.L STEEL 100 LINEAR FEET CTG COATING STR STRUCTURE 1OO LF SAN $ PVC 0.40% „ CTR CENTER JB JUNCTION BOX STS STORM SEWER SANITARY 8 PVC JCT JUNCTION 52O LE TELEVISION SLOPE -COUNTY ROADS CTV CAB SIP SUPPORT _ PIPE � 0.40% CULV CULVERT JST JOI ST SUSP SUSPEND SUSPENSION STORM SEWER FDOT TYPE 1 INLET T CY CUBIC YARD JT JOINT Svc SERVICE • got CYL CYLINDER DER L SW SOUTHWEST CLEANOUT DETAIL REFERENCE LE NCTH SWK SIDEWALK 24 D L SYMBOL(S) SYM FOOT TYPE 2 INLET ` DBL DOUBLE sYMM SYMMETRICAL MANHOLE DOUBLE LAT LATITUDE SANITARY • LATL LATERAL DEG OR DEGREE SYS SYSTEM DEFL DEFLECT ION) LB POUND :SERVICE ( LF LINEAR FEET/FOOT DUMPSTER PAD DEPT DEPARTMENT T LG LONG-........, MITERED END t FDOT TYPE 3 INLET DET DETAIL T TANGENT ,•! a FM '�- 'PVC FORCE MAIN FF=88.76 _ FINISHED FLOOR ELEVATION D HWL DESIGN HIGH WATER LEVEL LIM LIMIT(S) TB TURFBLOCK HT POLE E W FHA LOT TYPE LP LIGHT ;4 _PVC .PIP r DUCTILE IRON TYPE A DI &B TOP AND BOTTOM T 4 LONG LONG �.......:...... FOOT -TYPE 4 T DI AMETER INLET DI A DTAG DIA GONAL LT LE FT TBM TEM POR ARY BENCH MARK STORM IN LET MANHO LE DIM DIMENSION LWL Low WATER LEVEL TC T1ME OF GUY POLE TD TRENCH DRAIN DIP DUCTILE IRON PIPE TDH TOTAL DYNAMIC HEAD M .-�--•-... rw� FOOT TYPE 5 INLET DISCH DISCHARGE TECH TECHNICIAN/TECHNICAL �..................E FDOT TYPE 6 INLET DIST DISTANCE MAINT MAINTENANCE TEMP TEMPORARY PORARY � HANDICAP PARKINGMATL MATERIAL WATER & REUSE WATER DMH DROP MANHOLE TL TERMINAL LAMPHOLE DN DOWN MAX MAXIMUM MECHANICAL TOB TOP OF BANK MECHAN ME CH N 8c UTILITIES DRN DRAT HIGHWAY TOC TOP OF CURB ME MITERED END DRAWING WM G D I P 6" DWG TOS TOE OF SLOPE MFR MANUFACTURER WATER MAIN g5 INTERSTATE ROADS DWY DRIVEWAY TOT TOTAL MOD MILLION GALLONS PER DAY DIP PIPE TS TOP OF SLOPE _.zz:'a:�..i:'.�'t'i'. E MH MANHOLE I r a t i. a...t..i TWP TOWNSHIP Ia:':,:�':'E:':x:`:.�:':� BRICK PAVERS �--i 11 1 /2 BEND E EAST MHC MANHOLE COVER ,' BENCHMARK GUY POLE MHWL MEAN HIGH WATER LEVEL lYP TYPICAL ` '' '�"'�"'"'�' LIGHT POLE EA EACH EC EDGE OF CONCRETE MIN MINIMUM U ; '..'�..:..; 22 1/2� BEND MISC MISCELLANEOUS ... WOOD UTILITY POLE IG " :, *'.. DIRT ROAD ENERGY DISSIPATOR C ED E LID UNDERDRAIN RECOVERED 4X4 CM MJ MECHANICAL JOINT ' EACH FACE EF UNDERGROUND 45' BEND _�_ -II- SIGNS MLP METAL LIGHT POLE UG EFFLUENT ��:•�,. EFF OTHERWISE NOTED " TER LEVEL LION UNLESS. MEWL ME AN LOW WA i�" ...� UTILITY TY POLE 8 MAPLE TREE xlsTwG GRADE CONCRETE U ! I m � 16 15 EG E UTC UNDERGROUND TELEPHONE CABLE MON MONUMENT E/L EASEMENT LINE SET 4X4 CM _['I 9Q BEND ELB ELBOW MPH MILES PER HOUR V ELEC ELECTRIC MSL MEAN SEA LEVEL BOX �� 8 OAK TREE 21 22 SECTION CORNER ELEC ELEVATION MTG MOUNTING VB VALVE E ELECTRIC MANHOLE „ {�} TEE ELEVLIP ELLIPSE/ELLIPTICAL VC VERTICAL CURVE � SET IRON ROD ENCASEMENT N VCP VITRIFIED CLAY PIPE ENC VERY VERTICAL 3, y�E'S0 STATE ROADS "S „ NAwTH NORTH TELEPHONE MANHOLE 8 PINE TREE }�{ ENG ENGINEERING) VPC VERTICAL POINT OF CURVE CROSS .r;�. PAVEMENT N NORTH EOP EDGE OF VERTICAL POINT OF INTERSECTION NOT APPLICABLE VPI RECOVERED ...IRON ROD EQ EQUAL/EQUATION NA T OF TANGENCY CAP vPT VERTICAL POINT � �� —jt}•— CHECK :VALVE SILT FENCE EQUIP EQUIPMENT N&C NAIL AND 03 TELEPHONE RISER 8 PALM TREE EQUIV EQUIVALENT NE NORTHEAST W ESMT EASEMENT NO NATURAL GROUND W WEST ��-•:�:•��:•::•�' CONCRETE-{��}'N— DOUBLE DETECTOR TRAFFIC FLOW w WITH EST ESTIMATE NIC NOT IN CONTRACT ( ELECTRIC BOX $" MISC. TREE CHECK VALVE Ew EACH WAY NO OR # NUMBER / TRANSFORMER PAVEMENT MARKING EWL ENDWALL NOM NOMINAL WM WATER MAIN W/o WITHOUT 0 DOUBLE WATER NTS NOT TO SCALE 52 EXC EXCAVATE/EXCAVATIONWATER WEATHER PROOF a COUNTY ROADS NW NORTHWEST '�' / ��;, WELL SERVICE � _ UTILITY POLE EXIST EXISTING WPP WOOD POWER POLE XPANSI ON N�- NORMAL WATER LEVEL EXP EXPAND/EXPANSION SURFACE Ws WATERS N GATE VALVE EXTEND EX TENSION EXT TER .TABLE / WSWT WET SEASON WA r' O S aa. 95 INTERSTATE ROAD � MONITORING WELL WT WEIGHT O oC ON CENTER� BLDG OR STRUCTURE OD OUTSIDE DIAMETER WV WATER VALVE FIRE HYDRANT OE OR EQUAL WWF WELDED WIRE FABRIC WELDED WIRE MESH DUMPSTER wwM w STATE ROADS. - OPNG OPENING M METER TYPE F CURB & GUTTER Y 5O OPP OPPOSITE O ORCP OVAL REINFORCE D CONCRETE PIP E YARD SIGN OS OUTFACE STRUCTURE YD RR CROS SING OVFL OVERFLOW YR YEAR WOOD AND/OR METAL D REDUCER OVHD OVERHEAD MIS MIAMI CURB � LIGHT POLE & AND I:� ....... _._ RR CROSSING GATE Q BLOWOFF @ AT CONCRETE LIGHT POLE o DELTA ONNO BACKFLOW TRAFFIC SIGNAL POLE 901 CROSS SECTION DETAIL PREVENTER - 24 YARD LIGHT SP 2 SAMPLE POINT SATELLITE DISH U DERDRAIN :CEA �., MISCELLANEOUS SIGN OUT N N ` GUY WIRE 16 15 RWM 6 PVC RECLAIMED WATER MAI SECER 6 PVC PIPE SECTION CORNER G 21 �. HANDICAP PARKIN e EDG E OF PAVEMENT REUSE WATER SYSTEM . � CO NNECTION 5 �. ,. W/O CURB , 93..z0 SPOT ...ELEVATION - EDGE OF PAVEMENT DOUBLE REUSE W/CURB WATER SERVICE J MADDEN engineering,! i . . . CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 W W -� -� J_j J _.l Q- 0 J ';CL O J <w o C) -J - C, oW WmWma:W� >C),>ww¢ .n � 0 0 o Ljj a Z V Z U pop � ck� W w = r W 'w = c-) z¢ w cn o F- w I- w LLI LO _ Z w Z Q : � � U) �e M C ^o � CO o o rn I W Lj z L �i ®_ CIQ z ED A z o N o z w w z <t N w Q o W a W w U CONDITIONS OF APPROVAL OF THE ASSOCIATION TO THE MEMBERS THE DECLARANT e. PROVISION THAT AT THE TIME OF TURNOVER- OF CONTROL E A T SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE' PLAN FOR THE SWMS ACCOMPANIED BY AN H N R , S SUBJECT TO THE TERMS PROVISIONSA D ESTRICTIONS OF FLORIDA STATUTES P 1. THE CITY OF OCOEE i UBENGINEERS CERTIFICATION THAT THE SWMS IS FUNCTIONING' IN ACCORDANCE WITH ALL APPROVED PLANS AND THE ISSUANCE OF BUILDINGPERMITS UND T CHAPTER 163, CONCERNING MORATORIA ON E N ER CERTAIN PERMITS. ' TO THE EXTENT "THAT ANY SUCH ENGINEERS REPORT 'INDICATES ANY CORRECTIVE ACTION IS REQUIRED TO EXEMPT A E 0 F THE CIRCUMSTANCES. THE. CITY HAS NO LAWFUL AUTHORITY NY PRIVAT ENTITY R ITSELF FROM THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS Q APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE _ ACTION. 2. EXISTING TREES 8" OR LARGER ( OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED A RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE THE LOCATIONS OF BUFFER WALLS OR ROAD RI H Y f. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO AROUND THOSE TREES TO INCORPORATE THEM' INTO `RE REQUIRED BUFFER WALLS AND ROADS WILL BE DESIGNEDQ ASSESSMENTS LEVIED THE ASSOCIATION.` - LANDSCAPE :.BUFFERS AND AS STREET TREES. PROVISION PROVIDING THAT NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS T g N R G A W DS O THE 3. PROTECTED TREE WILL BE MAINTAINED AS UCH AS - THE EXISTING GRADES ON INDIVIDUAL LOTS .CONTAININGS A M -HOMEOWNERS' ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE THE DEVELOPER SHALL. REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL` LOTS EXCEPT AS SPECIFIED.' IN .THE FINAL SUBDIVISION - SYSTEM SWMS INCLUDING ALL STORMWATER RETENTION PONDS,` SUCH TIME AS THE ENTIRE SWMSFOR THE IL BUILDINGPERMITS ARE ISSUED FOR THOSE LOTS. . .PLAN, UNTIL _UNTIL ,1 PROJECT IS CONSTRUCTED AND APPROPRIATE .CERTIFICATES>OF COMPLETION ISSUED' BY BOTH THE CITY AND N 4. MITED 0 ROAD AND REMOVAL OF EXISTING PROTECTED .TREES WILL BE LITCLEARING RIGHT-OF-WAY SJRWMD II THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS �) W E N ERS 'ASSOCIATION A EXISTINGPROTECTED I DIVIDUAL RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION -PLAN ALL :EXIST N TREES ON N HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS ASSOCIATION, I THE HOMEOWNERS S N, IIASSOCIATION IS T A REVIEW FOR THAT LOT TO DETERMINE WHETHER OR NOT LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN , DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER' C RECORDS REQUIRED EACH TREE NEEDS T O BE REMOVED. BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN 5. NY IN ORDER TO INSURE THAT AS MA EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT -OF- PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNERS 'ASSOCIATION ACKNOWLEDGING RECEIPT OF THE WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW' BY THE CITY PRIOR TO ANY TREE -REMOVAL. NO DEVELOPER'S PROPOSED MAINTENANCE = PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS ASSOCIATION ` CLEARING PERMITS WILL. BE ISSUED FOR SITEWORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE IS RESPONSIBLE FOR MAINTENANCE OF THE SWMS. R ERVED HAVE PROTECTION BARRIERS. PRESBEEN CLEARLY MARKED :WITH TREE h. PROVISION THAT ANY AMENDMENT TO ANY PROVISION :AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN 6. OF Y PROTECTED TREES WITHOUT FIRST I OR THE REMOVALAN PRECORDED NO PERSON SHALL UNDERTAKE LAND CLEARING AN INSTRUMENT R C WITH THE `:AMENDMENT: OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF 25. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL,,BE CONSISTENT WITH THE FORGOING THE DEVELOPER HASFAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. PROVISIONS. 7. EACH FIRE E HYDRANT SHALL BE OSHA YELLOW IN .COLOR .AND A BLUE REFLECTIVE MARKER SHALE BE AFFIXED TO THE - 26. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE STREET IN THE CENTER OF THE LANECLOSEST TO EACH HYDRANT. - EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET .OUT ON THE PLAN. 8. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT` OF THE PROPERTY OWNERS Q 27. THIS PROJECT SHALL BE DEVELOPED IN MULITPLE PHASES. ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 28. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC .SERVICES (SEWER, WATER STORMWATER 9. CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF- THE DEVELOPER SHALL CO MANAGEMENT `-ACCESS AND OTHER RELATED SERVICES. S. R E OTHER AREAS AS REASONABLY REQUIRED IN ORDER TO ACCOMMODATE ACCESSTO SIDEWALKS WAY INTERSECTIONS AND ) ( AND STREETS FOR PERSONS WHO ARE 1N WHEELCHAIRS AND OTHER PERSONS .WHO ARE PHYSICALLY `CHALLENGED. . 29 ALL` ROADS WILL BE DEDICATED TO THE PUBLIC UNLESS OTHERWISE NOTED.' SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS THE SIDEWALKS WILL BE EXTENDED TO THE . 30. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO T HE CITY AT THE TIME CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. _ PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 10, AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, -WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, ALL COMMON A, 0 RETENTION .POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE AS WELL AS LANDSCAPING AROUND THE R 31. ALL UNDERGROUND UTILITIES SHALLCOMPLY' WITH W ORDINANCE N0. 95 17, WHICH REQUIRES PEDESTAL MOUNTED '.UTILITY CERTIFICATE OF COMPLETION. BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FORWARD OF THE FRONT BUILDING SETBACK LINE,ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70' IN WIDTH, WHERE THE LOTS `ABUT THE STREET RIGHT-OF-WAY. 11. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPERS PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER 32. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT IN ACCORDANCE WITH ORDINANCE NO. 95-17. SUBMITTAL. 12. PROPERTY OWNERS ASSOCIATION SHALL BE CONVE D AND MAINTAINED BY THEP ERTY YED TOOF-APPROVAL TS THAT ARE TO BE OWNS33. ALL TRACTS CONDITION OF APPROVAL D 2 DELETE PER. -CITY OF OCOEE COMMENT. a H TIME OF PLATTING. THE PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE IM 2 341 CONDITION 1 OF APPROVAL DELETED PER CITY OF OCOEE COMMENT. 13. ANY DAMAGE CAUSED TO AN? PUBLIC RIGHT OF 'WAY AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS Al THE OWNERS 35. ALL TRACTS :WITH UTILITY EASEMENTS WILL NEED TO BE PLATTED PRIOR- TO PRE -CONSTRUCTION CONFERENCE AND SOLE COST AND SET UP MASTER R PROPERTY. OWNERS ASSOCIATION FOR THE MAINTENANCESTORM WATER ' OF .ALL M R PONDS. 14. E PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. MENTS SHALL B E ND DRAINAGE EASE36. S UTILITY AAS ALL CROSS ACCESS, _STORMWATER ALL MASTER ER .SITE PLANS ..ROADS UTILITIES AND `ST TER TT PONDS NEED TO BE SUBMITTED IN ONE PACKAGE AS PART OF THE PLAN FSP). ( 15. - D WIRES ELECTRICAL CABLE TV AND TELEPHONE AND INCLUDING ON SITE EXISTING OVERHEAD ALL UTILITIES INCLUDING , SHALL BE PLACED UNDERGROUND. 037. TRACT 1 (LIFT STATION) SHALL BE CONSTRUCTED WITH THE FIRST PHASE. 16. N AREAS. A PROPERTY OWNER S .ASSOCIATION .SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON 3 Q 8. NO DEVELOPMENT .RIGHTS ARE GRANTED BY THIS PSP WITH RESPECT TO LOTS 1 2 AND 3. THESE LOTS MUST SUBMIT, A SEPE A TE PRELIMINARY SUBDIVISIONPLAN AND/OR PRELIMINARY SITE PLAN, AS THE CASE MAYBE. 1 7. EASEMENTS AND RESTRICTIONS, S OF COVENANTS, A INCLUDING BUT NOT LIMITED TO DECLARATIONS, ALL -LEGAL INSTRUMENTS, , PROPERTY OWNERS' :ASSOCIATION AND WARRANTY DEEDS TO ASSOCIATION ON T ON OF THE R , ORA I SOFIN CORP1 TI CLE39. ARANY -a I F LOTSTRACTS E AR LATER SUBDIVIDED, V ED A PRELIMINARY SUBDIVISION AND FINAL SUBDIVISION P , LAN WILL BE SHALLBE PROVIDED T 0 THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR A ' PORTION OF THE PROPERTY. .PLAN REQUIRED F OR THE 'DEVELOPMENT OF EACH `SUBDIVIDED LOT TRACT AND 'A REPEAT WILL BE REQUIRED / Q CONSISTENT -1 18. R WATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACT 2 THESTOM THEREWITH. TION. RTY OWNERS ASSOCIATION. (RETENTION POND WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY 2 140. TRACT 2 RETENTION POND' IS A'11 .MASTER STORMWATER POND SERVING ALL. LOTS AND TRACTS. 19. S TO THE .PROPERTY. OWNERS ASS OCIATION E OF THE STORMWAT YAN C ER RETENTION POND THE CONVEYANCE NOTWITHSTANDING H 1 41. a P _ PURSUANT TO ORDINANCE NO_ N 2001 18 ALL SUBDIVISION. SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY L 0 APPROVAL, TH E THESE 'CONDITIONS F CONTAINED INASSIGNED THE "ASSOCIATION") OR ANY PROVISION TO THE CONTRARYM (I _NA ` E OF THE` SUBDIVISION. ' ANY SUBSEQUENT CHANGE TO THE NAME- OF THE SUBDIVISION N MUST , SYSTEM DEVELOPER SHALL REMAIN :RESPONSIBLE FOR THE MAINTENANCE OF THE `PRO JECT S STORMWATER MANAGEMENTT BE -APPROVED` BY HE CITY COMMISSION. STORMWATER RETENTION PONDS UNTIL SUCH TIME. AS. I THE ENTIRE SWMS FOR THEPROJECT IS SWMS), INCLUDING ALL ( ) ' CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE 2 42. SIGNAGE SHALL BE REQUIRED ON LOT 1 PROVIDING NOTICE THAT IT IS INTENDED FOR COMMERCIAL USE. STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE; ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE OF THE SJRWMD AND ASSOCIATION Ilf THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY -0N THE RECORDS- a 43. RS ERS' SHALL BE REQUIRED - - LOW_ BUFFEE RED BETWEEN .LOW LO W-RISE R SE TWO STORIES OR LESS- OFFICE OR MULTI FA ( M LY .USES ) ''LIT E SJRWMD .HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, IV THE Y ALL TRANSFER RECORDS REQUIRED BY THE ( ) AND SINGLE FAMILY AREAS. A A THEY SHALL CONSIST OF A U MINIMUM OF ::FIFTEEN 15 FEET OF BUFFER AREA :SUPPLEMENTED ( ) , HAS BEEN PROVIDED WITH A :COPY OF THE DEVELOPERS PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, BYBERMS ' WALKS, AND/OR _- / FENCES, AND LANDSCAPING. A O ND THE CITY HAS BEEN PROVIDED WITH A WRITTEN .STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS a 44. LANDSCAPING ANDSCAPING AROUND THE LIFT STATION SHALL BE REQUIRED IN ACCORDANCE WITH THE CITY OF OCOEE OEE LDC. A SWEET VIBURNUM HEDGE IS PREFERRED. RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 20. N EXCEPT AS SPECIFICALLY NOTE, D ON THIS -PLAN DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE / 45. TRACT 9 SHALL BECONVEYED TO THE SCHOOL BOARD BY THE MASTER DEVELOPER. ALL CITY AND SJRWMD -CONSERVATION 'LAKE AND BUFFER REQUIREMENTS .SHALL APPLY OVER BONNET. REQUIREMENTS OF THE CITY OF OCOEE CODE 21. _ ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE 4 . 2 6 0 ALL `PI A PE SIZES TO E B DETERMINED AT FINAL ENGINEERING. REMOVED OR TERMINATED PRIOR TO OR DURING CONSTRUCTION N OF THE DEVELOPMENT REPLACING THOSE USES. / 0 47 A 10, LANDSCAPE BUFFER .SHALL BE PROVIDED AROUND THE POND AND PLANTED PER ARTICLE 6- 14 (2)(C) & 22. PURSUANT TO ORDINANCE N0: 2001-18 ALL SUBDIVISION SIGNAGE MUST BE .CONSISTENT WITH THE NAME OF THE ARTICLE 6-14 (2)(F) OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. SEE SHEET DT-1 FOR DETAIL. MUST BE APPROVED BY THE CITY SUBDIVISION . ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION 2 48. a , 10 BUFFER AROUND THE RETENTION POND TRACT 2 WILL BE 100% IRRIGATED "FOR -LANDSCAPING. ( ) COMMISSION. 23. WITH MAXIMUM 5.1 SIDE SLOPES INTO THE POND. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCEDBLVD 2 49. a RIGHT IN RIGHT OUT ACCESS S E S POINTS HALL BE ALLOWED INTO THE COMMERICAL T / , MMER CAL LOT (LOT 2) FROM 'TOMYN AND MAGUIRE` ROAD. LOCATIONS SHALL BE DETERMINED AT THE TIME OF DEVELOPMENT PLAN 24. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING SUBMITTAL PROVISIONS: A250. TRACT 3 WILL BE DEDICATED AS A PUBLIC ROADWAY BY VIRTUE OF THE PLAT OF WESMERE PROPERTY AND RC ASSESSMENTS OR MAINTENANCE OF COMMON a.PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSES N F WILL BE COMPLETED IN ACCORDANCE WITH E THE FINAL SUBDIVISION PLANS PRIOR' TO THE ISSUANCE OF A " AREAS IF ASSOCIATIONS FAILS TO DO SOOR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL' ALLOWING FOR CERTIFICATE OF COMPLETION 0 R A CERTIFICATE OF OCCUPANCY FOR ANY LOTS WITHIN WESMERE PROPERTY. ADEQUATE MAINTENANCE. a2 51. TRACT 2 MUST BE COMPLETED IN ACCORDANCE WITH THE FINAL SUBDIVISION PLANS AND BE ISSUED A b. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWMS AND CERTIFICATE OF COMPLETION PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION OR A CERTIFICATE OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL OF THE OF OCCUPANCY FOR ANY OTHER TRACTS OR LOTS WITHIN WESMERE PROPERTY, EXCEPT FOR TRACT 3, MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPERIS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. WHICH SHOULD OBTAIN A CERTIFICATE OF COMPLETION CONTEMPORANEOUS WITH TRACT 2. c.PROViSION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND 2 a52. TRACTS 4 AND 6 WILL BE CONVEYED TO THE CITY FOR PUBLIC ROAD RIGHT-OF-WAY PURPOSES-U UPON COMPLETION THEREOF IN ACCORDANCE WITH THE FINAL SUBDIVISION PLANS. IT `1S ANTICIPATED A ED THAT TRACTS T HO EE IN THE EVENT OF THE DISSOLUTION 0FTHEHOMEOW MEOWNERS MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCO 4 AND 6 WILL NOT BE COMPLETED AT THE .TIME. OF PLATTING FOR THE WESMERE PROPERTY. P ERTY. THE OWNER -0F Y THE THE CITY OF OCOEE MAY D .THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL,N ASSOCIATION AN , , LOT '2 AT SUCH OWNER'S SOLE :COST AND EXPENSE SHALL BE RESPONSIBLE F0 R THE CONSTRUCTION OF ALL CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE � ROADWAY IMPROVEMENTS WITHIN TRACTS 4 AND 6 AND FOR PROVIDING THE CITY WITH A 2-YEAR MAINTENANCE DISSOLUTION OF THE HOMEOWNERS ASSOCIATION. BOND IN CONNECTION THEREWITH AND MEETING ALL OTHER CITY REQUIREMENTS APPLICABLE TO THE DEDICATION d. PROVI SION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF '-0F PUBLIC ROADWAYS. THE CITY SHALL HAVE NO RESPONSIBILITY FOR MAKING ANY IMPROVEMENTS TO TRACT 4 `OF AND 6. N0 CERTIFICATE OCCUPANCY WILL BE ISSUED FOR ,LOT 2 PRIOR TO THE CONVEYANCE OF. TRACTS 4 STATE. AND 6 TO THE CITY AND ISSUANCE ` I OF A CERTIFICATE OF COMPLETION WITH RESPECT' TO TRACTS 4 AND 6: THE FOREGOING REQUIREMENTS Q EMENTS WILL BE SET FORTH IN THE PLAT OF .WESMERE PROPERTY. r' J 11;1 ®e engineering, inc. e _j 1 1 l U. • 0 co) w 0 Wm z •0 Co Lu Lj • 0:1 Lj_ 0 1-- z v H_ z o w w n- O _l ¢,O'¢ r) J w J V ,J U Q > w > w ¢0 � wMwmaw - o o U- � u� 00 i z v z U _ 0 o o �r w o w = v z Q Q F- w I- w � 0 QUQ� 'n� w � � o z_O D o z o Ul _1 Ui J z M � n CCD o 0 m 0 a zo ti CD w Q C,�j z w A Q F . N X v o z CL, � ¢ U- � 41 w z CD z � w <c _ U 0 a L, p: w Li Ld Ld zLLnAdj 00 00 00 00 v WW z O a a 00 W vn Lu> w 1.1 � it o� < TOWM ROAD ----------- ,i rNE .AT'ii:'fJ :J?aiffC:3 C--3 t 1 MUM BOULEVARD 100' ROW ---' UNIT I PLAT 3009 43, PAQES ZGMNG: R-IA HIGHBROOKE BOULEVARD f3rcCf,MSTt}NF. !' P, V)O C big PACES 7:3:\ f n, .o, . R-SA ffs: f,I:R1: AT (rXI££, i£N''r 1 PLA•£ 800K 26, PAMS 110 -?12 I A �:c�a.. c KID K WERE PARKWAY KLL C£au::'.•: VILUWX Pilo E'3vC3t 7% PA;- 8e xc£a NG; PUD A NOTES: GRAPHIC SCALE a1. NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. 200 ; 0 100 200 400 800 _ 2 1 2. NOTE DELETED PER CITY COMMENT. 3. ALL RIGHT OF 1 WAYS TO 13E DEDICATED TO THE CITY VIA THE PLAT. ( IN FEET ) 2 1 4• NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. 1 inch = 200 ft. 2 1 5. NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. 6. 2 1 LOT 1 IS NOT VESTED AND ANY DEV ELOPMENT ON THAT TRACT SHALL REQUIRE A SUPP LEMENTAL TRAFFIC ST UDY WITH CORRESPONDING R SPONDING IMPROVEMENTS AND COMPLIANCE un CITY'OF OCOEE CONCURR� ALL • ENCY 'REQUIREMENTS. Al 7. EXISTIN G VEGETATION ON SITE IS'A BURNED OUT ORANGE GROVE. AZ 1 8. NOTE MOVED TO SHEET CA-1' PER CITY COMMENT. 2 1 . TRA CT OT TABLE: / E LOT • TRACT TRACT USE DEDICATION ACREAGE 1 COMMERICAL PRIVATE 14.10 2 Uraaf.Ars FUTURE SCHOOL SCHOOL BOARD 13.50 3 - RESIDENTIAL PRIVATE 1 49.41 LIFT STATION * . w SDLWC t < 1 •-'.:. TRACT 1 PROPOSED MASTER LIFT STATION Al N. .f \ \ y `'k ,\ ZONING LOTS TRACTS �� MIN, FRONT BUILDING SETBACK MIN. =SIDE BUILDING SETBACK MIN.REAR BUILDING SETBACKLNG MAX. BUILD SITE: COVERAGE MAX. IMPERVIOUS SURFACE MAX. BUILDING ,HEIGHT C-3 1,2 1.2,3,4,5,6,7 25' 10' 20' 60% 707* 45' R-3 1 3 1 8 25' 7.5' 25' 35% 707* 35' CI / TY 0.03 PARCEL ID: 29.-22-28-0000-00--105 2 DETENTION MASTER POA 16.99 tx., 0 : _ � WNER. SOUTHEASTERN DEVELOPMENT LANDS ' 3 FUTURE ROW SDLWC* * a / CITY* 1.36 0 ...:.. ........:... WESMERE COMMERICAL, ERICA -. LLC (SDLWC 4 FUTU RE RO SDLW C CITY* / 0.73 - 5 LANDSCAPE BUFFER MASTER POA 0.04 - 6 FUTURE ROW WCP* / CITY** 0.87 _ 7 LANDS CAPE BUFFE R MASTER PARCEL - FOA EL ID: 2 -- - - 9222 0.7 8 00 0-• 1 Q 00 106 _ 8 OWNER: WESMERE COVE PARTNERS WCP LTD FUTURE ROW CITY 0.07 c ) - 9 , FUT URE SC HOOL CONS BOARD*** / CONSERVATION SCHOOL BOARD * 2.96 TOTAL AREA 100.23 PARCEL {D: -29 -2 - - _ PRIOR TO IMPROVEMENTS 2280 OD0-00,107 (SDLWC) - SOU ASTERN DEVELOPMENT LANDS OWNER: r SOUT HEASTERN N DEVELOPMENT LANDS WESMERE COMMERICAL,:. LLC WESME REMULTIFAMILY, LL (WCP) - WESMERE COVE' PARTNERS, ' LTD < AFT ER IMPR OVEMENTS MENTS A3TRACT 9 SHAL L BE'CONVEYED OR PURCHASED BY TH E SCHOOL BOAR D AT ` THE TIME OF SCHOOL- CONSTRUCTION ON LOT 2. Q*SITE DATA LO T 1 COMM ERICAL EXISTING T ZONING: . - N C 3 CURRENT LAND USE: COMMERICAL \ ALLOWABLE IMPERVIOUS AREA = 14.10 AC. 0.70 ( )( ) = 9.87 AC. PERVIOUS AREA _ ( )(0.30) _ 4.23 AC. TOTAL AREA ,, ''`• ,•• , 14.10 LOT FUTURE SCHOOL , ,A •, XIS NG ZON{NG. C 3 ELM % I . SOILS LEGEND 3 BASINGER S NGER FINE SAND 26 ONA FINE NE SAND 37 ST, JOHNS FINE SAND 43 SEFFNER FINE SAND 44 SMYRNAFINE SAND 46', TAVARES FINE SAND 54. ZOLFO FINE SAND SOILS UNE ,,. , . CURRENT LAND USEGO ,• ,..... ,,, ,. �,, �, MMERICAL ALLO WABLE IMPERVIOUS _ _ OUS AREA. 13.50 AC. .- )(0.70 9.45 AC. PERVIOUS AREA = (13:50 AC. 0<30 = 4.05 .. AC �•.,,, TOTAL AREA )( ) 1 +. •,, � ,. LOT 3 RESIDENTIAL TIAL , EXISTING _ N ZONING: MULTI -FAMILY _ . :. _ TI FAMILY DWELLING, R-3 CURRENT LA ND. USE. HIGH : DENSITY;' RES D ..:.. _ { ENTIAL ALLOWABLE ,:. ,: : ,„ , ' , •, ', ABLE IMPERVIOUS AREA - 49 . _:. J! ,, (, .41 AC.)(0.70) - 34.59 AC. ` �� PERVIOUS -AREA = ,.: f;'^ ,J•• f � (49.41` AC.)(0:30) - 14.82 AC. ,,•• ,J• TOTAL AREA = 49,41 AC. J•f , TRACT 1- LIFT STATION EXISTING STING ZONfNG. C- :' , U G AND -.USE. COMMERICAL T- . .�' RL AREA _ 0.03 J .• J f TRACT 2 -WET DETENTION ,� •, ., .f r< ,, �., POND ,f TIN ZONING: C 3 t CURRENT RRENT LAND USE. COMMERICAL J > f t , , TOTAL 16.99 AC. ..1" J TRACT .3 FUTUR E RO W W .2 : + + , . EXISTING.- - TiNG ZONING. C 3 : f I CURRENT T , . _ N LAND USE.. COMMERICAL IMPERVIOUS AREA = Jr PERVIOUS AREA f J� IOTA LA � REA - 1:36 + AC. 100% r ( ) • + : .. '`�. TRACT 4 FU TURE ROW J J + , J J EXISTING . ZONING. J ff <C 3 , •: ,J�' :: .. •„ ti ,CURRENT LAND USE: CO ` f/ y ;•• w .,, , MMERICAL J � J J 'IMPERVIOUS AREA f PERVIOUS AREA _ '• '� 0.28 AC. 38% ( ) r� C \ TOTAL 0.73 AC. ( 100%) 4-• r/ • .TRACT 5. LANDSCAPE ,. •„ ...: .. ,! BUFFER :� :•`' J f• .� :`' :,..: :0.0.! EXISTING ZONING: f ; i >• 3 CURR ENT LAN D •USE: •'• COMM ERICAL C AL : / •...• ,.+� ,_,;::>r ,,.: .+ ,.,+ ,< �'' `�6 .:: _ PERVIOUS. S TOTAL AREA04 0 AC. (100% � f ) is off J TRACT 6 - ..FUN RE 'ROW i EXISTING " ZONING:' w f- C. 3 / CURRENT LAND US E: . COMM ERICAL, AL / F ff I {` i is ..r• : 7 IMPERVIOUS AREA = 0.47 AC; ( l 540 f +'J PE RVIO - US AR EA f TOTAL AREA = TRACT 7 - LANDSCAPE BUFFER EXISTING ZONING: C-3 CURRENT LAN D USE. COMMERICAL WATER FUNT. 'PERVIOUS �TOTAL ARE A 0.17 AC. (1007.) CM OF OwEr- .TRACT 8 - FU TURE IURE ROW EXISTING .,:• .;+ ,,• ; , ,•, ,,: ZONING MULTI -FAMILY DWELLING, R-3 CURRENT LAND USE: HIGH DENSITY ' RESIDENTIAL IMPERVIOUS.. AREA = 0.03 AC. (43%) ,JJ . PERVIOUS AREA = 0.04 AC. (577.) ` TOTAL <AREA _ 0. 07 AC. 100% ( } .. .: LOT 36 TRACT A LOT T COT 28 LOT2T TRACT 9 ..LAKE- B Lars wT3: BONNET � Lora wr:, ,:,. � 3� Lor2s wrap FUTURE SCHOOL \.,. I I (LOT 3f I COT 32 + LOT J3� I ' / L EXISTING -ZONING: C-3 cmm CURRENT LAND USE. COMMERICAL km, eirye 0 PERVIOUS / TOTAL AREA = 2.96 AC. (100%) zura:Nc: a TOTAL IMPERVIO US AREA - 55.81 AC; (56%) TOTAL PERVIOUS AREA 44.42 AC. f 44%i O !L a: 0 (L 0 cr- 0'• (L W w > � Cr a: W �. J w w w w _O O LL. 0 >' C) F- Z V F- Z V p !-: W W CL ^ 0- .0¢O¢wo w w r- w w > w t o� .¢ cr M n Ld :2 CC w 0 C:) Q 4_J p V) 00 Z Z V o w f w X �a< F- w F-''w^^0�'� o Q cc to m w r 0 a d Z Q C] V) Q J V) J Z <C M o 00 o m ram' w ® Q- z c� 0 c®s Z � d q a N S 0 p ¢ o j z a a W W LL.£ J z Q' Q W C3 Ld U 6 z z w ELI O 00 000 U www Uo CO) 8 000 000 U U U in �Irir z aaa O a o ouJ (n (nn vi vwi aaa � N o�-C� �C� r � r}-tf)cD�00� r � ioB # 23101 DATE; - 06 18 04 SCALE: 1_ 200" ' DESIGNED BY: DMM DRAWN BY: BAN APPROVED BY: CMM TIE INTO EX. 12" F.M. ON MAGUIRE ROAD O N I {\E G: A-! U N�'LATT D STORAGE AND TAPER LENGTH SHALL BE VERIFIED AT THE TIME OF COMMERCIAL (LOT 1) SITE PLAN APPLICATION. TIE INTO EX. 12" R.W.M. STUB ALONG MAGUIRE ROAD TIE INTO EX. 16" W.M. ON MAGUIRE ROAD TOMYN BOULEVARD DIRECTIONAL BORE W.M. UNDER MAGUIRE ROAD GRAPHIC SCALE 50' R/w 100 0 50 100 200 400 10' LANDSCAPE 8' 7' 2' 1 24' 2' 7' 10' LANDSCAPE BUFFER FEET IN TYPE "F" CURB ASPH CONC BUFFER ( ) (TYP.) _i inch 100 fiw E �.r ON N G: I ...... SCALE 1" = 50' 12" (TYP) \ 12 (TYP) --I � 6" THICK STABILIZED SUBGRADE (TYP) PROPOSED F.M. \ \ �`�, 35 CONC SIDEWALK (TYP) BASE SUB BASE *FM 6 PVC 48' *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. � 15' U.E. ` 30 30' , { 1 2 9bb TYPICAL 50 RIGHT OF WAY_ SECTION *8" PVC MIDI. * SIZE TO BE VERIFIED AT INAL ENGINEERING N.T.S. TRACT 1 \ \ \ PROPOSED MASTER LIFT STATION IN, 1 LEGEND: ROW .� \ EASEMENT / \ \ WATER MAIN - - - ) FORCE MAIN -- - \ ,t , RECLAIMED WATER MAIN \\ �dPLATT�_D SANITARY MAIN ZONING- \ <. NOTES: \ \\\ s'4�•. 2 1.NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. LI \ 1 { \ !, 2. - NOTE MOVED TO 'SHEET CA-1 PER LOT \ \ ' �/, 2 1 R .CITY COMMENT \ L 3. NOTE ,, as .MOVED TO SHEET CA-1 PER CITY 'COMMENT. 4. NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. I \\ r 30 U.E. \ I \ I IN I \ \ h. i I \ I � \ \ EXISTING W.M. AND EASEMENT SAN. PVC (TYP.) \ TO BE RELOCATED I _ I \ W.M. STUB OUT \ I PROPOSED R.W.M. � \ I \ FULL ACCESS POINT ( \ \ I END 8 S/W R.W.M. STUB -OUT I I TRACT 2 I I I \\ I \ TIE INTO EX. W.M. -- --_ \ TRACT 3 z DEFLECT W.M. ABOVE STO RM SEWER 1\� , \ \ \ • \ MAINTAIN 2' MINIMUM COVER ON W.M. 10' LANDSCAPE BUFFER \ AND 6" MIN. CLEARANCE. 8' S/W \ ALL AROUND POND R.W.M. STUB -OUT SAN MH STUB -OUT \\ W.M. STUB -OUT \ \ - TRACT 117 PROPOSED W.M. 10' LANDSCAPE ' BUFFER \ r.., r.. t.,..W., ::.- TRACT TRACT 7 5 ... ..... .� 50 :;: TRACTS PLAT E_.. l.r a i j ZONING- I . I ; 15 U.E. \ ., 8 TO BE VACATED ::• . 5 W 1 / PROPOSED RIGHT , 1 a TURN LANE LOT 3 � ' '/ i , PROPOSED \ j 15' U.E. \ 3 LOT 2' 3 RELOCATED W.M. \ r SAN. M.H. (TYP.) \ 1 • \ E . R.W.M. STUB -OUT i SCHOOL ACCESS POINT \ j { W.M. STUB -OUT \ � MATCHLINE SEE SHEET ST-2 z Lj z �j C� W W W �o W '- LiJ W m W o- w E0 p p a_j 01 o o z V U u1 _ t of W r LLJ oQa F-w II--w LP' �'o Q w � cm O J O < Z J <L M CV ~ O 01) 0 m W Lv z Z U ® w C\t Q A a: _ Q O 0 m 0 Z) z U_ U Ld Ld w bi _j a Q Li Ur W U w U �F U0 Ld LL) 00 00 00 U U V) x o Z E a O w W — > U) w Ld Xw O � Q �\ o �— C14 + CO , 00 m p — Joe # - 23101 DATE: 06 /18/04 SCALE: 1 » = 100, DESIGNED BY: DMM DRAWN BY: SAN APPROVED BY: CMM R.W.M. STUB .OUT HIGHBROOKE BOULEVARD I . 4.9 -A B "'K 13 GES 4 Z 0 N 1 WG, R LOT 2 — — — — — — — — — — — — — - < 10 CC WES.-MERE AT ornEE, UNIF 1 1 15U.E. TO REMAIN PLAT BOOK 25, PAGES 110 1-:2 7 ZONING: PLJD LOT 3 1 Q �. I I I TRACT 9 ii ..EXISTING CURB CUTS TO REMAIN WESMERE PARKWAY R.W.M. STUB -OUT MAIN MiLL (.REEEK VH I A 0 Z 0 N I N G: PIIJ SHALL BE LOOPED THROUGH TO MAGUIRE RD. AT THE TIME 50' OF PARCEL DEVELOPMENT WAl"ER P L.. A N C11"y OF ()(/'OE.*E II ZONING,, R-13 ff !:Jill S LOT 9 I LOT 36 TRACT A RPLOT LOT 8 LOT 10 LOT 25 LOT 26 27 LOT 28 LOT 29 LOT 30 LOT 34 LOT 35 LOT 31 LOT J2 LOT 33 CROSS (13 "EK, OF 000EE PLAT BOOK 33, PAGE 30 ZONING. ::_-kjD MADDEN engineering, Inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 _j LL_ w C o ry, + 0(L w W �c If^ Ld Vj LIJ 0 w c) 0 LL. 0 0 z z cj LLJ LLj o ¢ 0 Ev WL CEIL", -,JJ C) > > W m LIJ M :m ME 0 m m 0 c) U_ I CD C) d't ry W0:� LLJ ry W : c) z< z < H Ec'15 m < < (n LLI M Lo M LI L LIJ LLJ En 0 0 CM :Z U) n C=) 00 0 m Lj C5 z fl z z Lj Of < < N < 0 m 0 LLj LJ I w W < r F= z U x LLj Ld C) oil JOB # . ....... 23101 DATE: _... 06/18/04 SCALE: -1 " = 100' DESIGNED By. DM DRAWN BY: IAN .APPROVED BY: cmm ST-2 GRAPHIC SCALE 200 0 100 200 400 800 STORM MANHOLE L RIM =124.15;, INVERT = 116.56 P-OUTFALL-1 102 LF 36" RCP ® 0.92 ( IN FEET ) f inch = 200 ft. / l , \ HEA DWALL / _ , TOP 120 3 2 .2 � INV. _ 115.52 / , / , , � HEADWALL , TOP 1207 . .1 I , i 2 , INV. 116.21 ELEVATION •, OF WATER / R l STAIN. ON HEADWALL - 1 (PER ALLEN & CO. SURVEYORS) b n \ 1 � l • i � � �,, . �`" ,. \gyp, � � � 1 do EXISTING 3'x6' BOX CULVERT WITH HEADWAL S TO REMAIN r 20' D.E.\\ 1 i ♦ �. `� Torarn ROAD f ST M MANHOLE RI = 125.50 1 t .♦� INVER — 116.27 -' 1 t _ ✓ i } ♦ t I 'I I ti r, IL 1 ♦♦♦ PS POND CROkS h 1 272 MES / f sEcnoN INV = 116.21� .. / fJI DT1 \ ♦ , . �''� P-OUTFALL-3 64 LF 36" .. ♦ � , , �. \ RCP ®0.10�\ I i ♦ f : t / SCALE. 1 50 y � ( I I I � 'z. ♦♦♦; , �. '�. \ C32ATYPE-H } t I ♦ 7 DTI CONTROL STRUCTURE j rOMYN BOULEVARD sw M1 £ s `-• 10' LANDSCAPE BUFFER wt ALL AROUND POND \ ( \ \ _ t NOTES: x _ P 2 INLET .. TYPE N f (TYP.) /� L 1. NOTE ' DELETED PER CITY OF OCO EE COMMENTS. \ \ 2. ACCORDING TO FLOOD INSURANCE RATE MAP NO. 12095CO220 E HOPE PIPE (TYP.) ` \ 3 FOR ORANGE COUNTY, FLORIDA, THE SITE LIES IN FLOOD ZONE X, ,«. ` ZONE A BOUNDARY PER FLOOD - } _ .AREAS .DETERMINED TO BE OUTSIDE THE 500. YR.. FLOOD PLAIN... r \ INSURANCE RATE MAP NUMBER f � 3 `I \ 12095CO220'E FOR ORANGE \PER I � � P THE FLOOD INSURANCE RATE M / COUNTY FLORIDA,F' AP N0. 12095CO220 E LORIDADATED 12 6 04 , 3 FOR ORAN GE COUNTY FLORIDA , 1 ,LAKE BONNET IS IN FLOOD ZONE \ A. \ 4. PER THE ORANGE COUNTY LAKE INDEX THE MAX STAGE FOR LAKE I .. NIGN8Rt90KE BOULEVARD 't � �,, \\ \ 3 BONNET = 125.41 GC j, 1 ! f 1 /i ( 1 4 25' 100 't(R FLOOD LINE,,/�BUFFER EXISTING 10" DIP DRAIN WELLS TO BE / rye/ \\\ \\ ! ABANDONED PE HAPTER 40C-3 OF ; \ THE FLORIDA DMINISTRATIVE CODE / \ z L- Y Z_ iI LAKE BONNET �\ 150 Z fen k 1 I \\ a 1- /� I ( TOP OF BANK Sn Of ELEV. N125.00 0 a " � O 0 wF E PARKWAY I I 2 / f31 ......... .... -L �) O2 SILT FENCE `v,i D-(-,� P-OUTFALL-3 64 LF 36" RCP"® 0.10% EXISTING 3'x6' BOX CULVERT EXISTING PONDS I �� Jl TO REMAIN IN ~�-•-... �...•,. �'" t r' CURRENT CONDITION .. t -197 ----------�." « " ? , — HEADWALL INV. = 116.21 fr,:r 1 ««.•-^"" ` •:.. .\. 128? 129f-?•• ...� H.. t LOT 76 MES ....."«.«--••-......"I' for n I I I !FACT A �� / 5.' \ t0T 9 �D T LOT 15 �••.Y LOT 10T Y9 LOT JO LOT Jt LOT 3! / : - ,(Z' LOT 0 LOT t0 ""•-• �y.`•... r COi 27 . I I I ( LOT Jf I L07 J2 I LOT 3,1 I ( I I N Y 11 6.21 - - SWALE sw_ A E SECTION 2 N.T.S. s MADDEN', engineering, CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland , Florida 32 751 407 6 — ( ) 29 8330 1— v f- V o Ld -J W —� D Q 0 Q t/) W p LLJ Ltd c� >w> wm w� �� oa: to 0 O O a U 01 zc'zC) Qoo-t ry F- W W ry W W W U 4 Q ro m I— co m Q U%..Q U), ,M M LL) r2 T-co W (n � �(n O o = O o � J Q n N 0 00 (m Ld ® LLJ 0 cep o_ CD w0 L= o `_ 0 v CL x Z g LL_ O of W W W Z W U CD z U W W U f� w w Z Z 0 0 0000 0 0 O O 3 0 0 LJ u' z Lil LLJ Ld La W O (_ a a. a- a W U) W Ln LLJ U) 1,1 cn w w W w w tl' tZ' Q.' tL' `o `o In L,.I O N O N Q (D �-NP7d L0j(0j�000)0 JOB # 23101 DATE: 02 /26/04 SCALE: 1 " = 200' DESIGNED BY: DMM DRAWN BY: IAN APPROVED BY: CMM '^ Type A Or B Fence. o Note: Holes to be staked at the ,. direction of the Engineer. o c_, .� ■ ,;� �•••- Anchor Bales With 2- 2" x 2 x 4 2 Loose Son Placed By Shovel And 60 On Centers (Typ.) Stakes Per Bole Lightly Compacted Along Upstream As Required—�ri Sidewalk ■ Face Of Boles a0 BALES BACKED BY FENCE p�'�� -- I'm JlpDitch Anchor Holes with 2 - 2' x 2' >c T^�� Overtop Ends Curb do Guitar Ditch Stakes per Bate. : curb & Gutter I SI ape Sod FARM Kff C PI.CIED INLET tJ1iiGi R017�ii INLET ELEY 1- TO BE USED AT Sa.EC7ED,SITES WHERE PRO AROUND THE OR.. Sod ; NATURAL' OROUNO _ $iRIiC'ttiRES o SLOPES TO WARD �r . WARD THE TOE OF SLOPE n PI By 2 PLAN SECTION � Loose Soaced Shove! And Ltghtty PLAN Compacted Along Upstream -�/� Edge Of Bates 1 t ['" E H Anchor tides With 2 - 2 x 2Zv a Of Grote to Recommended Maximum Pie Size. Stakes Per Ha .....- P Sale. Post » p a Bales R n To Bu 3 -0 Wail 24 Pipe Anchor soles With 2 2 x " " Yxa +k, : - - . _ 7 8 - .- Wal 1 s t s Pi e Stokes P U P Per a Optional o Bale. Po Pat Pool N tlona 2 x 4 _OP Prtnd ". SOP pie Post PoatUon - 1 Mtn. Recommended ( . • 2 i a Wood, 5t �• I. (Goofed 20 Toward F7ox � - P dOS ) 6 6 2 PLM t.00se Son Placed B Shovel 1.33 Lbe/Ft. Min. rilter Fabric to , r . » y Upstream And Edge, O 6 MaxMi .s " �Mcmll rConformance With� iEI,EyATI� 6'Mtn Compacted Aiong The Upstream Edge Of Bates. '� Sec 9B5 FDO >12 ySpacing: Bale barriers for sued ditches should be aced to a d T Speo.� � iI GENERAL N4 �'^filter Fabric �S Chart], Sheet 1 of 3, Index No. 102 ccor once with ^�►� FRI Slops $ ItMIN 111. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed ELEVATiCN •„ ► t BARRIER FOR PAVED Oi'I'CH SELECTED SITES WHERE THE g �" sot Fla" HALF SECTION CAST IRON GRATES H -( _� in areas subject to any heavy wheel loads. TO BE USED AT .- . NATURAi. GROUND:SLOPES AWAY FROM THE TOE OF SLOPE M Woven Filter Fabric In Absence� 2. Inlets subject 2Of t b ect to minimal debris shou ld utd be constructed without . $EciiaN _slots. Where debris Established ELEVA „IS a Grass (Approx. 12 x 12 . TION roblem inle ts should b ' •-� P e constructed with slots. Secure Ed Slotted Inlets to t ea a Entrenching And ca ed within roadway g Y .- o 9 cl ear Y r zon es an d r Extend Underareasaccessible Ba o d Bat n ee. Fob � to ya Picpedestrians shall have v traversable P slots. FOR FILL Note: „- t. e . Siff .. - tF Fence to Shoff b Meet The e o e R 1 _, id for u romente Of und er the tra versable over P tract sob �+ unit price ie slot e for Staked t modification P a ed sot Fence ation is not an adaptable to Inlet t�'1 Type p H Slots may be cons( Sand Sag Section 865 Of The Standard " YP y rutted .�._ of ei ther ither or both n 2 e ds as shown on lens. SpedRcattona. Coat Of Fabric To Be NN/V P TirPE SILT F 5' Min. Included in The Contract Unft Price N 6 -6 3. Steel .grates are to be used on all In lets nfets where bicycle traffic is anticipated. Steel grates .... For Baled Hay Or Straw, TN. 4 - are to be used on all ' .. inlets with traversable slots. Either cast iron or steel grates may be TYPE u Y H used o n inlets • without slots wh ere bicycle tra i ffc is o sn t anticipated. ated. Either cast iron r a i; A rox. Weight Lb . steel rates may e P o PP _9 s 9 y b used on all Inlets with non -traversable � Loose son Placed By Shovel And Lightly Loose son Placed By shove( And Lightly slots. Subject � _Jec to the selection Compacted Com acted Alan The Upstream ted Aloe e U TOP EL. described p g p treom Edge a g The Upstream Edgy of Halos 122:95 abed above, when Alternate G rate is specified led in 9 the pla ns, ns ei er t th he steel ra e of P t Bolen. .3 9 PLAI!1 PLAN Grate hot dipped galvanized after fabrication, or the cast iron grate may be used, uniess the plans' sti ulate the . � r• P particular type. Rau 4. Recommended maximum pipe sizes shown are Post � Z 1 6 5� PP r for concrete -pipe. -Pipe sizes "larger than - those' recommended must be checked for fit. BLEEDER INV. - 120.00 ■ Silt Flow " 31 Spaces 5. All ex • 24 x3 SLOT 32 gars Pi corners edges of concrete are to be char Bred posed and Min. Reeommend6d 5' T 1' Mtn. Recommen ed r rFi \ " Ban d-, _ .. 36 RC - 4k P OUTFALL 6. Pavement to be used on inlets without slots and inlets with non traversable siots only Anchor Lower Boles With 2 - 2' x 2" x a' Strokes Per Bola :: � . Anchor T Bates To Lower Boles With 2 - 2 x 2" x V Stakes P B �. ^- a �� when Called for In the plans; Top Per ale. _ � but re Anchor Hales With 2 � � . required O 2 x 2 z P on traversable 4 Stokes P o r Versab 1 Per Bale q le slot t inlets. Cos t st to be :n No te: �� Ctri for N T � 4 F � cote to be 1 i+ n n - i chided i � ype 0i, n contract unit price for inlets. Quantities shown are .for information only. Q.EVATI�i ti and dit rice stag Chart t Sheet 1 of 3 _FIEVATION ,-;r �' and dlEch tnatanationa of drain a r• r • • • a9INV. EL = 717.00 atructurea Sheet lit to 2 of 3. aE n and acin : e Th use of es3' I APP SP do i bale bard ou 9 era ah id be i Ri.y7, Traversable slots constructed in existin inlets skn ed to the g hall be paid for as inlets partial, ro Type NNN Set Fence Protection Type NNN SRt Fenceand shot 'conatttona outlined"tn charm 6 sheet 1 of 3, index No. 102 2 i include the cost for slot openings, paving and any required replacement grates. Type NNN Silt Fence Around Ditch BottomtntetaTYPEZ TYPES Do not deMoy In a manner that alit fences will act as a dam across SECTION 8. Sodding to be used on all inlets not located In aved areas an P d paid for under contract wet coupermanent Rowing B FOR yAt t ar Pees set fences 'area r. uead of upland tocaUone and turbidity borrtereT�`PE H aunit price for Sodding SY. used at permanent bodbs.of wafer. TYPE H 5�l.T FENCE AP Straight Bars 2"° 9. For supplementary Pp entary details see Detail No. 201, Reticuline Barsl x ir Bandsl zi` Approx. Weight 315 lbs. 102 BALED HAY OR STRAW BARRIERS AND SILT FENCES N.T.S. 232 OUTFALL CONTROL STRUCTURE MODIFIED TYPE "H INLET N.T.S. z J ti p _20' 10' LANDSCAPE 10' LANDSCAPE BUFFER BUFFER MATCH EX. GRADE 5' •—I Of Pipes —• o Dia. + 1'-6" i0 6'-7" 9 -0 Gran x, Eyebolt . � See Index 201 7'-8" 8" in 2" Cl, ;5 IL ao �^— BERM VARIES 5' BERM ELEV. = 124.10 VARIES ` r - 5:1 MAX. ._.,,.,... ...... 2.0' z .. .... MATCH EX. GRADE a 1 ELEV, .....120.00 ... ....... •....�..,........ -_ .. S 2 2 T 1� BOTTOM EX. DITCH ELEV, = 108.00 TO REMAIN s. PS POND CR0 SS SECTION Sod _ Tl 1 Beveled Or Round Comers Sod-,-, od in N . T. S. �•-----� _ �+--� 1 Beveled Or Round Corners T s. Jiof �s J y :y (0 _ - `� 0 0 ¢a SHADE TREE (TYP.) UNDERSTORY TREE TYP. ( ) in x Concrete Slab. 3" Or59M Thies, _ 10' Reinforced with WWF 6x6-WI.404.4 `n Sod - - -CD s' Sad TOP VIEW —SINGLE PiPE S/Ope - �o100 Genes alrles e S `c' \ Notes lee A /X Deepen Around OutsLde��- #4 Bars 0 12" Ctrs. POND # 1 TOP 124.10 511/24 BREAK 118,00 BOTTOM 108.00 Edge Of Pipe For 5� of ` Concrete Pipe No Unless Paid For As Pipe Cutve t F (Pipe To E Under Unit Price For M' SECTION Concrete Slab, 3" 054' This, - I. PER ARTICLE 6--14 (2)(C) OF THE CITY OF OCOEE LAN!} v, So 10' LANDSCAPE DEVELOPMENT CODE, A Reinforced With WWF sx@-W1.4xWi.4 CAPE BUFFER IS REQUIRED BETWEEN ADJACENT TRACTS: THIS BUFFER SHALL BE PLANTED WITH 2 SHADE 'TREES PER '100-LINE PER 100 LINEAR FEET AR FEET AND 3 UNDERSTORY TREES TOP: VIEW—MUL71PLE PIPE * ��tee 2. PER ARTICLE 6--14 (3)(A) SHADE TREES S " DIAMETER HALL BE.A MINIMUM SIZE OF 3 TO 3 1 j2 Side Ditch Grad d AT BREAST HEIGHT, 10TO 12 FEET' HIGH, A SPREAD OF 5 FEET, AND CONTAINER GROWN. ke 5' sod SEE CODE FOR 1REE 'TYPES. NOTE: See sheet 6 for details and notes. 3. PER ARTiC - r ' LE 6 14 (3)(B) UNDERSTORY TREES :SHALL BE A MINIMUM AT BREAST HEIGHT, .8 TO 10 FEET HIGH, A SPREAD OF 3 FEET, AND CONTAINER Ht M N MUM SiZE A2 TO 2 1/2" `DIAMETER #4 Be 6" *Slope: 40 Miter. To I Pipe, For Pipes 18" And Smaller. ' SEE CODE FOR TREE TYPES. ANER GROWN. End Section 20 For Pipes 24 And Larger. " 2:1 Miter. To I Pipe For Pipes 18 And Smaller. 1:1 For Pipes 24" And Larger. 272. MITERED END SECTION - N.T.S.' 4. SHRUBS AND GROUNDCOVER SHALL COMPRISE AT LEAST 30% 0 ,, - F THE REQUIRED BUFFER 5 SHALL FORM A CONTINUOU - AREA AND _._.... . S 3 FOOT HIGH LANDSCAPE SCREEN ADJOINING DRIVEWAYS AREAS. SWEET VIBURNUM 'SHALL, BE USED AS THE PRIMARY SCREENING HEDGE. AND PARKING LB , TYPICAL LANDSCAPE BUFFER 3 4 N.T .S. MADDEN Lengineering, CIVIL ENG(N EERS 431 E. 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IR � C14 eq 9.7t + 47�q + VIP + 4 + 'k-'+ + % N�, =1 AN S3W lad 40 4C:k A4 gr 'e+ A It A + % L6 e e -e + -6 7 tit 7 01W a kwag V KIN, + + e ............... I", ............. # 4 AMPR-- ---------- ----------------------- + --T Center of GoodLly Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: April 1, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Maria THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: The Villages of Wesmere Preliminary Subdivision Plan Project # LS-2004-010 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Subdivision Plan for the Villages of Wesmere? BACKGROUND: The Villages of Wesmere is located on Lot 3 of the Wesmere Property. More specifically, the property is located on the east side of Maguire Road, north of Cross Creek subdivision and south of the Tomyn Boulevard extension. The subject property comprises 369 fee -simple townhome lots, totaling 49.48 acres. The property is zoned Multiple -Family Dwelling (R-3) and is designated as High Density Residential on the Future Land Use Map (FLUM). The site is undeveloped and covered with planted pine trees. To the north of the subject property is right-of-way associated with the Tomyn Boulevard extension. North of the right-of- way is the proposed Lot 1, Wesmere Property, zoned General Commerical (C-3) and designated as Commercial on the FLUM. To the west is Maguire Road with associated right- of-way and on the west side of Maguire Road is the Brookstone residential subdivision, zoned R-1A and designated as Low Density Residential on the FLUM; and the Wesmere at Ocoee residential subdivision, zoned R-1AAA and designated as Low Density Residential on the FLUM. South of the subject property is Cross Creek, a residential subdivision, zoned Low Density PUD and designated as Low Density Residential on the FLUM. To the east of the subject property is the proposed Tract 2 of the overall Wesmere Property subdivision containing a 16.99 acre master wet detention pond and the proposed Lot 2/Tract 9 of the overall Wesmere Property subdivision containing a future elementary school and wetlands of Lake Bonnet. The Planning and Zoning Commission April 1, 2005 Page 2 of 3 DISCUSSION: The Villages of Wesmere Preliminary Subdivision Plan is proposed to be developed with twelve (12) tracts, including the 369 fee -simple townhome lots. Because the Future Land Use designation of the property is High Density Residential, the maximum density allowable is 16 dwelling units per acre. Based on 49.48 acres, the potential maximum number of units allowable on the subject property is 791.68. The applicant is only proposing to develop 369 townhome lots, which is 7.46 dwelling units per acre and is well under the maximum density. Access into the subject site will be provided from the east side of Maguire Road, across from Wesmere Parkway and on the south side of the Tomyn Boulevard extension. The proposed extension will be constructed prior to or concurrent with the townhome development by the Wesmere Property master developer. Because this property is vested from concurrency, a traffic study was submitted by the applicant analyzing only operational improvements. Improvements identified were a northbound right turn lane on Maguire Road at Tomyn Boulevard and turn lane improvements to the intersection of Maguire Road and Tomyn Boulevard including mast arm installation to add a traffic signal for westbound traffic on Tomyn Boulevard. Ten (10) feet will be conveyed to the City at the time of platting to accommodate the right turn/deceleration lane by the Wesmere Property master developer. The townhomes are proposed to be a mix of twenty (20) foot and thirty (30) foot wide units with one and two story products. Each unit will have a one -car garage with an additional space provided in the driveway. Visitor parking is provided throughout the project. All units will have clay the roofs and brick paver driveways. Recreational facilities proposed include a clubhouse, swimming pool, tot lot, volleyball/tennis/basketball court and a multi -purpose field. The development is proposed to be a gated community with decorative black aluminum swing gates. A six (6) foot high tan vinyl fence, installed by the developer, is proposed along the southern boundary of the subject property, adjacent to the Cross Creek subdivision. In addition, a 15' preserved tree buffer is proposed between the fence and the townhome units. This is provided in accordance with the Land Development Code, Article 5, Section 5-18 (a) regarding "low" buffers between low-rise (two stories or less) office or multi -family uses and single family areas, consisting of a minimum of (15) fifteen feet of buffer areas supplemented by berms, walls and/or fences and landscaping. The remainder of the perimeter of the property is enclosed with a 6' high masonry brick wall with portions containing decorative metal railings. An easement is provided to be dedicated to the City for the existing access road to the City's south water plant, located adjacent to the southeast corner of the property. Landscaping is provided throughout the subject property in accordance with the code and as each townhome building develops, the individual unit landscaping will be installed. To allow for connection to the future elementary school, a pedestrian sidewalk is proposed on the southeast side of the property, at the passive recreation area between unit 36 and 37. Based on conversations with staff, the applicant added an additional condition of approval specifying that during final subdivision plan review the applicant will evaluate with Progress Energy the feasibility for placing the above ground wires on Maguire Road underground. The Planning and Zoning Commission April 1, 2005 Page 3 of 3 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 15, 2005 and reviewed the Preliminary Subdivision Plan. Staff discussed with the applicant outstanding comments from the Fire Marshal, Renaissance Planning Group (RPG) and the Planning Division, which were identified in written form to the committee and the applicant. The main concern discussed was the traffic study not being performed according to the city's approved methodology and that the data was not current. It was further discussed that the traffic impact analysis would need to be completed and approved by the City and RPG prior to the Planning and Zoning Commission meeting. The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on the plans based on written comments raised at DRC and the traffic impact analysis being completed and approved by the City and RPG prior to the Planning and Zoning Commission meeting. The applicant has revised the plans incorporating all of staffs comments that were presented in the DRC meeting however, the traffic impact analysis has not been revised to satisfy the City and RPG. Because the traffic study is only for operational improvements, staff believes that the improvements proposed are proportional to the traffic being generated by the subject property. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Wesmere Property, as date stamped received by the City on April 1, 2005. Attachments: Location Map FLU Map Zoning Map Preliminary Subdivision Plan date -stamped April 1, 2005. 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Orlando Avenue, `'"` Winter Park Florida 32789-7122 0 i City of Ocoee, Florida 4 3 1/25/05 PER CITY COMMENTS MDS JBG 9/11/04 PER CITY COMMENTS MDS SRG JZ I ,ti .. ' •; L2 .' 4 (407)629-8880 Fax: (407)629-7883 ✓ 8 17 04 / / PER CITY COMMENTS MDS ZDF 01 ��� :.> a-\:::,. '`"""` Cert. of Authorization L.B. 6680 MORRISON HOMES 1 6/28/04 PER CITY COMMENTS MDS ZDF �'o 'Z.* & ASSOCIATES, INc. www.millerlegg.com .FOR. I r+�• DATE R E V I S I O N S om �+.�] I nrrrr nTAT!_' Ti'r.FV,4 TTnN.i . . ENGINEERS SURVEYORS & MAPPERS N � Ln M PLANNERS • LANDSCAPE ARCHITECTSTHE `p D �g GIS • ENVIRONMENTAL PROFESSIONALS cn 0) N o -0 Z �e 631 S. Orlando Avenue, Suite 200 I Z ' ,,.r . Winter Park, Florida 32789-7122 \8sa �' (407)629-8880 Fax: (407)629-7883 O y 6680 �. ��� f "` "� Cert. of Authorization L.B. CD �%.www.milierlegg.com }� & ASSOCIATES, INC. ` �\ VILLAGES OF WESMERE TOWNHOMES City of Ocoee, Flo -rids FOR: MORRISON HOMES NMI WE I REVISI0NS loss. ITEM NUMBER IV. C PUBLIC HEARING Plantation Grove, Phase 3, Lot 2 Large Scale Preliminary Site Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: April 1, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Manag THROUGH: Russ Wagner, AICP, Community Deve opment Director SUBJECT: Plantation Grove Phase 3, Lot 2 Large Scale Preliminary Site Plan Project # LS-2004-012 ISSUE: Should the Planning & Zoning Commission recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2? BACKGROUND: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. This includes the developer paying to the City of Ocoee their share of the cost of improvements to Moore Road in the amount of $135,031. In accordance with Condition of Approval # 12, this payment is required to be received prior to building permits being issued for Phase 3. The site is undeveloped and covered with scattered trees located throughout the site. Two existing retention ponds are located on the subject property parallel to Moore Road and will be relocated to a master stormwater pond on the east side of the property during site construction. To the north of the subject property is the existing Publix supermarket, zoned Commercial PUD and designated as Commercial on the FLUM. To the west is a Hess gas station, zoned Commercial PUD and designated as Commercial on the FLUM. South of the subject property is Moore Road with associated right-of-way. On the south side of Moore Road are properties that are currently vacant, but were the subject of a Small Scale The Planning and Zoning Commission April 1, 2005 Page 2 of 3 Comprehensive Plan Amendment (Ordinance No. 2004-18 approved by the City Commission on August 17, 2004 changing the Future Land Use Map from Low Density Residential to Commercial), a Planned Unit Development (PUD) Land Use Plan (approved by the City Commission on August 17, 2004) and a Preliminary Subdivision (approved by the City Commission on August 17, 2004) entitled as "Westridge." To the east of the subject property is vacant land zoned High Density PUD and designated as High Density Residential on the FLUM. DISCUSSION: The Plantation Grove Phase 3, Lot 2 Large Scale Preliminary Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 square foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high -quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee -simple, but will be leased. Access into the subject site will be provided from Moore Road, with a single lane entering the project and two lanes exiting the project (left turn lane and right turn lane). Additionally, there will be an access provided through the subject property to Maguire Road to the west and to the Publix shopping center to the north. The Developer is requesting three (3) waivers: The applicant is requesting a waiver from Article VI, Section 6-14C(1)(b)(ii), which requires that smaller commercial structures and outparcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification listed in the waiver table Sheet 2 indicates that no outparcels will ever be created from the lease site boundaries per the Conditions of Approval. 2. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), iv, which requires that no more than two outparcels within the same planned development shall abut each other along primary or secondary street frontages, although any number of outparcels may front on internal streets within a commercial subdivision. The justification listed in the waiver table on Sheet 2 indicates that no outparcels will ever be created from the lease site boundaries per the Conditions of Approval. 3. The applicant is requesting a waiver from Article V, Section 5-18(b), which requires a 'medium buffer' comprising a 25' landscape buffer between commercial residential. The justification listed in the waiver table on Sheet 2 is that they will utilize a 6' high wall in conjunction with landscaping, in addition to a large stormwater pond. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 15, 2005 and reviewed the Large Scale Preliminary Site Plan. Staff discussed with the applicant the outstanding comments from The Planning and Zoning Commission April 1, 2005 Page 3 of 3 Foley and Lardner and the Planning Division, which were identified in written form to the committee and the applicant. The DRC voted unanimously to recommend approval of the Large Scale Preliminary Site Plan, subject to the developer making changes on the plans based on written comments raised at DRC. The applicant has revised the plans incorporating all of staff's comments that were presented in the DRC meeting as dated stamped April 1, 2005. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on April 1, 2005. Attachments: Location Map FLU Map Zoning Map Large Scale Preliminary Site Plan date -stamped April 1, 2005. Plantation Grove Lot 2 Phase 3 Location Map CN G7G7 C (n (!) G? tc C 0c ro O O M m (D o (� O c � c o 0 cr 2-3 2 cn' o T g tD cg cs� (n (Q c' Cr 90 w cn C m 3 @ cn �. (D) CL 0 3 3 ID _ _ C Ur O O O �G -n CD K `G G �G N C O S (D o '-o in -S ® ® n N (D O tOt> O c K (D (D (D (D w- N o 0 0 C7 N -z 90 — = C)m m 3 (® T. � � (a (o tQ (Q � fD O al� � : U) F3 P 9) (O ct) O o a n r. N �. c> u a 3 v (D 1 AN 7P1LRELIMINARY LARGE SCALE SITE P LOCATION MAP LqffljG 12iII11110DESCRIPTION LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. PROFESSIONAL TEAM CIVIL ENGINEERS/PLANNERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 GEOTECHNICAL ENGINEERS: ECS, LTD 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FLORIDA 32809 (407) 859-8378 SURVEYORS: ALD II 5850 LAKEHURST DRIVE, SUITE 150-33 ORLANDO, FLORIDA 32819 (407) 352-7181 GAS LANDSCAPE ARCHITECT: AVID ENGINEERING, INC. 2300 CURLEW ROAD PALM HARBOR, FLORIDA 34683 (727) 789-9500 PROJECT ARCHITECT: SCOTT ARCHITECTS 423 SOUTH KELLER ROAD, SUITE 200 ORLANDO, FL,32810 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 UTILITY COMPANIES LAKE APOPKA NATURAL GAS DISTRICT 1320 SOUTH VINELAND ROAD WINTER GARDEN, FLORIDA 34777 (407) 656-2734 SPRINT UNITED P.O. BOX 770339 WINTER GARDEN, FLORIDA 34777 (407) 814-5386 CABLE BRIGHT HOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 (407) 532-8508 PROGRESS ENERGY 452 EAST CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 (407) 905-3303 WATER/SEWER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 STORMWATER CITY OF OCOEE 150 N LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. PLANTATION GROVE PHASE 39 LOT 2 (MAGUI E RDS' & MOORE D.) CITY of OCOEE, FLORIDA PACEL I.D.: 32-22-28-7137-OO-020 AUGUST 23, 2004 REVISED MARCH 23, 2005 Prepared For: U N I C 0 R P NATIONAL DEVELOPMENTS, INC. 7505 West Sand Lake Road Orlando, Florida 32819 Tel: (407) 999-9985 Fax: (407) 999-9961 www.unicorpdevelopment.com Prep are d By. . E/VO/VEER/N, //VC. Our company name stands for itself... Civil Engineers = Planners Traffic Engineers Environmental Engineers Landscape Architects =Surveyors 4901 Vineland Road, Suite .190 Orlando, Florida 32811 Phone: (407) 248-0505 Fax: (407) 248-0334 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., ® (407) 248-0505 7nl PLANS MAY NOT BE COPIED OR ED WITHOUT WRITTEN PEFihiti55V0ri AVID ENGINEERING, PYRIGHT 2000 �- A Daniel Armstrong P.E. #62569 NOT VALID UNLESS SIGaED .de -EMBOSSED BY A REGISTERED DIGINEER AVID ENGINEERING CERIIFlCATE OF AUTHORIZi�,110�4 ,Noa PLAN INDEX 1. COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITION PLAN 4. SITE GEOMETRY PLAN - SOUTH 5. SITE GEOMETRY PLAN - NORTH 6. PAVING, GRADING AND DRAINAGE PLAN -SOUTH 7. PAVING, GRADING AND DRAINAGE PLAN -NORTH 8. UTILITY PLAN - SOUTH 9. UTILITY PLAN - NORTH 10. CONDITIONS OF APPROVAL 11. PAVING AND DRAINAGE DETAILS 12. PAVING AND DRAINAGE DETAILS 13. PAVING AND DRAINAGE DETAILS 14. WATER AND SEWER DETAILS 15. WATER AND SEWER DETAILS L1. LANDSCAPE PLAN L2. LANDSCAPE NOTES IRR1. IRRIGATION PLAN Al. ARCHITECTURAL ELEVATIONS & LIGHTING CUT SHEETS S1. TOPOGRAPHIC SURVEY AND BOUNDARY MINORDATA PROJECT INTENT: . TO CONSTRUCT A 3,820 SQUARE FOOT BANK, 21,520 SQUARE FOOT REATAIL, 8,000 SQUARE FOOT RESTAURANT/RETAIL OR DAY CARE BUILDING AND 6,000 SQUARE FOOT RESTAURANT ALONG WITH APPLICABLE PARKING AND DRAINAGE INFASTRUCTURE. PROPERTY OWNER: PROPERTY DEVELOPER: APPLICANT: MAGUIRE GROVES L.L.C. UNICORP NATIONAL DEVELOPMENT, INC. AVID ENGINEERING, INC. 7505 WEST SAND LAKE ROAD 7505 W. SAND LAKE ROAD 4901 VINELAND ROAD, 190 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32811 PHONE (407) 999-9985 PHONE (407) 248-0505 EXIST NG PROPERTY AREA: VACANT 7.94 ACRES (345,866 SF) PROPERTY ZONING: CURRENT ZONING: PUD LAND USE DESIGNATION: PHASING (PROPOSED): *PHASE 1 — GENERAL BUSINESS RETAIL COMMERCIAL PHASE 2 — BANK MAXJMUM BUILDING HEIGHT: PHASE 3 — RESTAURANT 45;FEET PHASE 4 — RESTAURANT OR RETAIL OR DAY CARE SETBACI`S AND BUFFERS-. *PHASE TO INCLUDED ALL APPICABLE PARKING LANDSCAPE BUILDING AND INFRASTRUCTURE FOR ENTIRE DEVELOPMENT FRONT (MOORE GOAD) -15' 35' INTERNAL 10' 15' REAR (RESIDENTIAL SIDE) 10' 50' MIN. PERVIOUS AREA REQUIRED: 30% MAX. IMPERVIOUS AREA PERMITTED: 70% LOT COVERAGE CALCULATIONS: (EXISTING) TOTAL IMPERVIOUS AREA 16,332 SQ. FT. 0.37 AC. 5.0% TOTAL PERVIOUS AREA 329,534 SQ. FT. 7.57 AC. 95% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% LOT COVERAGE CALCULATIONS: (PROPOSED) PARKING do SIDEWALK AREA 190.960 SO. FT. 4.384 AC. 55.21% LEASE SITE A —BANK 3,820 SO. FT. 0.088 AC. 1.11% LEASE SITE B—RETAIL 21,520 SQ. FT. 0.494 AC. 6.22% LEASE SITE C—RESTAURANT/RETAIL OR DAY CARE 8,000 SQ. FT. 0.184 AC. 2.32% LEASE SITE D—RESTAURANT 6,000 SQ. FT. 0.138 AC. 1.73% TOTAL IMPERVIOUS AREA 230,300 SQ. FT. 5.28 AC. 66.59% TOTAL PERVIOUS AREA 115,566 SO. FT. 2.65 AC. 33.41% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% PARKING CODE REQUIREMENT: LO BANK: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA 0 GENERAL BUSINESS: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA r� RESTAURANT: 1 SPACE FOR EACH 4 FIXED SEATS + 1 SPACE PER 75 S.F. OF PATRON USE, NON SEATED AREAS � N LEASE SITE A BANK GROSS FLOOR AREA = 3,820 S.F. (3,820 S. F. / 200) = 19 SPACES REQUIRED HANDICAP SPACE: = 1 SPACES REQUIRED 0 0 LEASE SITE B GENERAL BUSINESS GROSS FLOOR AREA = 21,522 S.F. (21,522 S. F. / 200) = 108 SPACES REQUIRED Q HANDICAP SPACE: = 5 SPACES REQUIRED LEASE SITE C RESTAURANT GROSS FLOOR AREA = 8,000 S.F. (1 SP/4 SEATS) (200 SEATS) + (1 SP/75 SF) (817 S.F. PATRON USE, NO SEATS)= 61 SPACES REQUIRED HANDICAP SPACE: = 2 SPACES REQUIRED 0 LEASE SITE D RESTAURANT GROSS FLOOR AREA = 6,000 S.F. w (1 SP/4 SEATS) (150 SEATS) + (1 SP/75 SF) (600 S.F. PATRON USE, NO SEATS)= 46 SPACES REQUIRED Li HANDICAP SPACE: = 2 SPACES REQUIRED Ir- 0 REGULAR PARKING STALL SIZE PROVIDED = 9 FT. X 18 FT. — PER CODE HANDICAPPED PARKING STALL SIZE PROVIDED = 12 FT. X 18 FT. —PER CODE o PARKING PROVIDED: TOTAL NUMBER OF SPACES PROVIDED — LEASE SITE (A) BANK cr_ REGULAR SPACES 35 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES U U 37 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED — LEASE SITE (B) GENERAL BUSINESS REGULAR SPACES 113 STANDARD SPACES HANDICAP SPACES 6 HANDICAP SPACES O_ 119 TOTAL SPACES co TOTAL NUMBER OF SPACES PROVIDED — LEASE SITE (C) RESTAURANT/RETAIL OR DAY CARE m 56 STANDARD SPACES SPACES 2 HANDICAP SPACES LREGSPACES 58 TOTAL SPACES # Q ,, Q ER OF SPACES PROVIDED — LEASE SITE (D) RESTAURANT4.SPACES47 STANDARD SPACES}'!I 3 W SPACES 2 HANDICAP SPACES ti APR 1 2005 49 TOTAL SPACES o U 1 I' 1 I I i 1• i ! 1 I 1 I I• j i 1 i-)T 'i ( 1; ?PU`; SniTH I P8, �, PG, 21 i 11 I I � 1 I• l....... _..............._ .... .... ..... ..... _._..................................................... .... ..... ..... .... .... ..... ..... .... .... ..... ..... .... .... ..... ..... _....... t€ .. COMMERCIAL PUD e „ �—.. _.................... N 00 21 3 N0002135"W i ; i i T 1.00' = -,• .• o 1.00' N89 38'25"E ti _�t ldi^• E, ( ASPHALT :DI3C MEDIAN 342.54 n ++10,LANDSCAPE 7 N89e38'25"E SETBACK ;e °zra<rrBUFFER = 234.86' n ..— ....—...— .... LI-�•41.1�! 1 J•1.1-� I . e l - — ..... _.— —. ....... ..__ ...... ....... _—... � � � �.� + .,:•. . '. .. .. �j� .•..•..F�-•.re i•i •� i"Y>•'rWi�iiii'i'�'•`Yr`i �i•�'i'•���� • • • • • • '!� • • woes N ,i I I: is I : > >> \ IQ..::.. { I t: 3 I COMMERCIAL PUD _ 1 srnr sro>► sroa srnP ! . " I . a : I a OD >. r � I I I.................. I + 3,820 S.F. B I I �IIMtI 1 p {................... - I o• 31 W . l I.......I X. — — — — — — — W uj ... !I I I (cc ...... ...... ...... .......................Lo — \ D( W a. 24' emess GENERAL o I -� � I N p, easem nt I..... >5 I I ON'CL 0m o N I� BUSINESS I' — _ - i All►+ il!{l °.Illiill. 21,520 S.F. Z N 89 54 50 E; , ( 70.581 E I I -III► -` Lu10 I I 1 BUFFER ` = 3 ..... ....... .... _: „ lu I i 15'IuILDt�IG...._ ....... • ;3( I I nm c zl ` SETBACK I o ..12' Access II easement (I .\ I , . I I I ;i — 1 •t i I- I J Q COMMERCIAL P'Ufl r' I Q I I Id=a d z { ' i RESTAURANT ............ { t1 W 6.000 S.F. W RESTAURANT li OR RETAIL 1 > } I I 1 I r I o 0) I I oISO, I I I W OR DAYCARE 8.000 s.F. I I; I. • !CL :. — ..::, - = I I 1 I I i , ::..: ..._.. 15' BUILDING t SETBACK 10' LANDSCAPE BUFFER (') li f :'• I II 1 1( 15' LANDSCAPE BUFFER WHITE STRIPE _.. ............ ... --_...----_..._._._------............_.-..._----- S89e54'50"W - COW-` A?EDIAN _ -- _ 509.33 _. WHITE STRIPE E':; E 1E PAVEMENT 1— — —` I. ( I I II �. Ir N89e38'25"E 21.00' BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING Exist. 5' Landscape easement W/WALL AROUND THE WHOLE POND FIVE FEET DROP POND SIZE: TOP: .6264 AC BOTTOM: .6264 AC TOTAL: 1.88 AF END ;-GFAT42" DECORATIVE ALUMINUM FENCE, BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING HIGH DENSITY PUD PROPSED WALL TO BE CONSTRUCTED 6 IN HEIGHT FROM THE HIGHEST GRADE ON EITHER SIDE OF THE WALL BEGINNING OF 42" HIGH DECORATIVE ALUMINUM FENCE 1 I , SITE LEGEND 6 HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB —••• •••— SITE BOUNDARY LINE CENTER LINE OF ROAD �V�nY,^V•NA4 � ' N: `V^ RIGHT—OF—WAY — — — — — — EXISTING EDGE OF PAVEMENT WIN 501 IA LEASE LINE PHASE LINE p' • ; : e. PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT TYP TYPICAL HC HANDICAP 10 10 PARKING SPACES S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET WAIVER TABLE: ITEM CODE CODE PROPOSED JUSTIFICATION CITATION REQUIREMENT STANDARD OUT PARCELS SITUATED ALONG PRIMARY/SECONDARY LAND DEVELOPMENT LEASE SITES NO OUTPARCELS ROADWAYS WILL NOT CODE SECTION WILL TAKE UP WILL EVER BE DOMINATE THE STREET 6.14 C(1)(b)(ii) 60% OF CREATED FROM FRONTAGE AND SHALL BE RESTRICTED TO NO ROADWAY LEASE SITE MORE THAN 50% OF THE FRONTAGE BOUNDARIES PER LINEAR ROADWAY FRONTAGE FOR OUT PARCELS WITHIN CONDITIONS OF A PLANNED COMMERCIAL DEVELOPMEN . APPROVAL. THERE IS A 25' LANDSCPAE LAND DEVELOPMENT 15' HIGH UTILIZING THE 6' BUFFER REQUIRED BETWEEN CODE SECTION LANDSCAPE HIGH WALL IN COMMERCIAL AND 5.18 (B) BUFFER WITH 6' CONJUCTION WITH RESIDENTIAL DEVELOPMENT HIGH WALL LANDSCPAING, THE BETWEEN BUFFER WILL BE COMMERCIAL AND REDUCED TO RESIDENTIAL ALLOW THE DEVELOPMENT ENCROCHMENT OF THE STORMWATER POND NO MORE THAN TWO OUT PARCELS LAND DEVELOPMENT INCLUDING HESS NO OUTPARCELS SHALL ABUT EACH OTHER ALONG STATION, THERE WILL EVER BE PRIMARY/SECONDARY STREET CODE SECTION WILL BE 3 CREATED FROM FRONTAGES 6.14 C(1)(b)(iv) APPARENT LEASE SITE OUTPARCELS BOUNDARIES ALONG MOORE PER CONDITIONS ROAD OF APPROVAL k i r ................ -... ............. WHITE STRIPE EXIST. 2' :k R, a.• GUTTER ccH•G MEDIAN _..._.... .. —.............. ....... ....... ...... ....... ............ ... _ — _---_----r--_......................_------- ----.........................................--------------------------_.................................__. ..... 2' CURD & GUTTER w m 0 m 0 0 w 0 U Ld cr- Z0 00 Z O U U U w w U7 cr_ IL (- W H 00 0 V) Zp V) (n U w w a 0 I N d Q M O 04 ❑ ww>-to-ozo 0 Z F- uj O�II ..p< M� ¢mm0 N Ld po zc o oNr0 �DDEloIL�o0 a' ZO o p M � T(o w N N m z as 0w MLd wz J. a� ._ z - _ wz- z c� zz� w 133 a: Li it ;ZI zowwrr o- .. A �-3w Q?ZN F5tn�QQ. rn�Z� rnw= < =�a� O 2 < LL J aw<a w �>- jm r 0 w z 0 0 W Wooer W y W� o V w `: � ODi daD- N W o r �ME '\ v U 0 LL- 0 0 c — - U- Lo > 0 V 0 N 3 W a yz D 'o� N W aQ im � Q W v ~ .j �a v V z, Z a to Z W w CL ' W 0 0 m Q CG O s_ LL LL. s LLj LU Qo Q �- W o. Co V � � J ®_ c LLI 0 Z Q C WCID Q S Mooll!"'Er ROAD E 80' RIGHT OF WAY T N 0 C►/ EXISTING FIRE HYDRANT oT 0PU'S`• O; ITH ^ I ( I ( II II t t i j Q 1 I: Co i I : } / '• WV : I` "EXISTING p I = q • } I FIRE HYDRANT I• ... ..... .... .... ...... ....... .... ..... ..... .... .... ..... ..................................... ce ohm °rye ry$� 9�k �ryo rygyh 1 I f oo a`' FPC—PM _fry9 I I +{Y } + U + L + + E I ,y0• ^R�i ,ti9ry o I (d' h goy � rya° C0IJC MEDIAN :� I.. CB + + B 4�— — — — —� 'T TDE_��_i�y� 37 — — — — T=128.17 EXISTING 8" WA1 LINE — — - - —LUM— — ___.. ___ WM— — — — —WM— ___._ — — _._. WM—.. — �. TAJ1Ct123 LUM— — — — _ �M— — — W G�N.INV.=123.37 0=123.22 �, o 1rygy �ryg, �ryh91 'r S.W.INV.=123.37 ^Y° EDGE OF PA EkiEfj — — ry° °� — �try� Vo �rygL ...6 ...... ............. ., wry9 0,.. f ,.... ...._. 59p�'�S +VIS� r / TOP=129.63 z eb N.E.INV.=123.50 ,yo 12 ,::ECG; Fe � 1 �" ; ZDAR %q�V.�vv 123,f50 .t ( — — +° + I REMOVE EXISTING METER }— k9 I I AND CAP T PROPERTY LINE — I a h k of T0P=128.63 •;_,ry�ry�� NIX I tiyo"'o N.E.INV.=124.28 + 41 �+' ��� Q sPLE + �•} w �"✓ CHI: A a-- R'i : OstiC as o ij 12" C AIY4PH DRI � Z-2 - - 71 i I h^1 Q1 .............................. .. rl IN I- - - 24' Access J easement 1' /---« — — — — ar +�ryajt1 �ryh0� Iy hok fah % + e 1 yW UP EXISTING L� I 12" SW 0 I } I i y I I I I I I 6h; 12' Access I easement U f obi S' I '_.� PdTHTIt `"! 1 P.OVE ' It r TI I II I do --� ;o CONC LOT 2 I ...... ...... ..... }I t aRI ��� ---I (.—I IVAVALL .. — — — — - • � q� � — — .� ? 1 � t � ( I ••-,goo' �6 j +1�0. i U............ .....} I` ' I J l I .................�ono obry t 13" OAK 1h I j l'' 1 i + + Y + ' AS WV, 'Y h -WM---—ILUMonL"e --Lll—�--WM-- _..—..—WM-- � I 1 V 1 CLEANOUT �9�f } ~ + +,r41 •ry9mh!/+ CB a yo ;F ::::1 W' T P�129 36 rood cosenient 200 FT. OF EXISTING WATER LINE TO BE REMOVE ry�A� Existing 15' waterline easement EXISTING 8 � N SEWER LI IT t EXISTING S41TARY MANHbLE Exist. 5' Landscape easement I I I� I k I II I i I I � + I � by I I �ry9 ei I� t 4 E 1J46TTED �� 4Roi' ,yp• 00 gk h +N p� w�tih I +1ryg t) I h I+• k I '1 bl' O� I I I � +^ ,h ^ry9 +� + + 0 N_ +^,yp. I) I :I WHITE STRIPE {`" FIRE HYDRANT WHITE STRIPE +�' + ""':­ — WHITE STRIPE �6PP 5` yk �j Nl ���t^h s"�epo — h — �hqC� — `IM1 — — — — — — ..�- ..�...•{--- .— —. — ....._ t.td :_ EF GivPJ .— — .— — ...._. ..._ .— — _.. —. _..._ ._._. _.... — — _}... ............_ _.f.r � ryy LGf�f•.' P.3EDfrtJ yV -.......}.� _._..._. +- — — ..................... ...... ....... ,.F..... — —... — — �hoh t�o`' — _....................,oY', ,�01 WHITE STRIPE +�3�• ^,y�,� J_^ _.._ ...._ _.._ ..._ tQ h°� qiA Qh s"p E G OF PAVEMENT ^w✓O y� y ,� may, '� ,y 1yN �M�' — -- — -- — — — — — �s 2' CURB & GUTTER -� c DEMOLITION LEGEND EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER FOR DEMOLITION ACTIVITIES. HATCHING SHOWN REPRESENTS EROSION CONTROL AND THE APPROXIMATE LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE REMOVED FROM THE SITE PRIOR TO ANY NEW CONSTRUCTION. —••• •••— LIMITS OF PROPERTY EXISTING WET PONDS TO BE FILLED. DEMOLITION NOTES 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR TO ANY DEMOLITION. 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS C9 ui o m 0 Er- U W w w ❑ 0 0 Z O Z 10-_ OF— Cr Er W W V) X a- o- W F— o (f) 5 5 o::W Lo J Q o II H Z d N Q LL M N ❑ WWI—to—Ozfn C7 Z F— Ln O m m m ¢ Q p I _ LLI 0 Q M Q � PC) o a � z < 0 o C4 El o ;Z 0- o XZ O O N M tWn Lo N co Mtv a� z° WUJZ WZz \ tLi Z �ZZF _j LLJ m 1 Z W W N a ` zwOz % ZYW — 5 NZF ❑o 0- W < zo W< n C 0 Z� W~ ¢= 3 O a a V- 0-0 W >m 0 z 0v o o I W Lwo0 XOMLLML W Z U S H E E T N 0 0 C> Ift LL LA. W O V v0, Q Z I— v— O J p. LLJ � � Z (D t� O oc j Z O OLLI O p Q Z p Q DC C WCD c--7v CZL) SEE NORTH SHEETS END OF 42" DECORATIVE ALUMINUM FENCE, BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK Vli-l'L,,b6fATING PROPOSED WALL TO BE CONSTRUCTED 6' IN HEIGHT FROM HIGHEST GRADE ON EITHER SIDE OF WALL SITE LEGEND t� HANDICAP PARKING TYP 50' BUILDING SETBACK ® PROPOSED DRAINAGE INLET HC PROPOSED CURB 10 —••• •••— SITE BOUNDARY LINE S/W CENTER LINE OF ROAD R5' kk< RIGHT-OF-WAY LF 10' LANDSCAPE BUFFER - - - - - - EXISTING EDGE OF PAVEMENT SF :.' PROPOSED CONCRETE PAVEMENT SB PROPOSE D ASPH ALT PAVE MENT W-0 E FM Fm WE LEASE LINE PHASE LINE '-,,_BEGINNING OF 42" DECORATIVE ALUMINUM FENCE SIGN LEGEND 4 l J � I � t 10.29' FDOT 'F_'_ .CURB r — W x; r. �t E:i ........................................................... WHITE STRIPE F.t)C. E: U... t. �` \:......:i'J r. — _____. — — — — _ — — — — — — ...... ....... ....... ....... ....... ... ._ ._._...._........................................._ .- - - - - _ _....._ _........_. - - .............- - 80' RIGHT OF WAY TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET STOP BAR NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30"x3O" R5-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOAD ING ZON E SHALL BE MARKED WIT H 12" WH I T E STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTH ERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 5. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. p cr- 0 v v, wcr- z w w w O O U Z 000 O Z c�v%I F- 3:0 U cn U www U) 0 0 0 w w 0 Ld z WWV) w ❑ o N \ FW- Z d N \ Q 1+- M N p ❑ M N O Z ww>-to-ozw U Z ~ w o o m¢Q Ld II m m 0 Q tY 0� 1 0- �< z 101 0 oNa❑ 0 EL d 0 2 © 9) , 0 tM _ < Q _ c6 N cn NO z w � cr, rt W Z u c! o wul z z � o J LLJ w 7 - til m.G,�.�.. a 0 Wzzp wWN d F. I- O� Z zOw� C9wzo W. v)cnWQ mm—= n w woo 5�zW p ¢� ¢ oQ LL pJ aWaa w <m 0 p WE 0 z woov o W p o �F�LML® W z v V y L Q) CD 0 V v.. rn d� Z W I; o m J') •� U 0 V 0 0 3 uj aN C 00 3 ui C Q q r0 ® a1 a1 It J W �a �4 % V � e 0 Q Zo GC ® V a Z 0 3 0 Q 0 J U. W � 0 V cn Q V Q � ~o a � LU a � 0 � Z W W ~ 0 W (D •Q W _..1 Lu 1_ 1 DC Q s H E E T N 0 50' BUILDING SETBACK 10' LANDSCAPE BUFFER W/WALL AROUND THE WHOLE POND POND SIZE: TOP:.6264 AC BOTTOM: .6264 AC TOTAL: 1.88 AF ol I�ii��l SCALE: 1 30' xw>—W—Ozm 0 SITE LEGEND . z L 0) L 0 f- uj 0 6v HANDICAP PARKING TYP TYPICAL 5.: m <z 0 m 0 0 Ld < PROPOSED DRAINAGE INLET HC HANDICAP II m < I PROPOSED CURB 10 PARKING SPACES w < 0 af w o < 0 @ V) .0 F- CL 10 — --- — --- SITE BOUNDARY LINE S/W SIDEWALK mz 0 >- 00 CENTER LINE OF ROAD R5' 5' RADIUS L-i In 0 z 04 m 0 RIGHT—OF—WAY LF LINEAR FEET tO llaall z z z —i -Niloo wZ9 hi ;= Z m — — — — — — EXISTING EDGE OF PAVEMENT SF SQUARE FEET o �T& z ry 9 zo Z�60 o F] PROPOSED CONCRETE PAVEMENT SB STOP BAR at Wz 00 f5 cn C4 m Ir zce5.b PROPOSED ASPHALT PAVEMENT En ZW '3'-: D < 0 z* 0 < goo_ Im >- "El LEASE LINE EL05-F m p 0 w< z 3 a: UJ Wmo a w 0 PHASE LINE aON) z g V) in F SIGN LEGEND NO TEXT OR SYMBOL SIZE Rl—1 STOP 30"x30 R3-1 NO RIGHT TURN 24"X24 R3-7 LEFT LANE MUST TURN LEFT 30"x3O" R5-1 DO NOT ENTER 30"x3000 R6-1 ONE WAY 36"02 c OO I" ALL SIGNS SHALL CONFORM TO THE MANUAL ON uj V)nNO4.E 0 UNIFORM TRAFFIC CONTROL DEVICES. ox 0. o -c LL Oc Lo STRIPING NOTES LLJ 0z 00 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH lb tZ 4) lll� A 4" WHITE STRIPE. ui -Q-1 0 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5CENTERS ON A 45* ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. to - PROPOSED CONSTRUCTION NOTES: T .4-4 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. �' 2 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, 0 UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT—OF—WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTA11ON ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. C> CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC LJ. STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER ft. FDOT INDEX #17346. Lu WO ~ � T 1 H T LU C> 2m ui C LAJ > •• C C> 0 LLJ LLI LAJ 1- CL cl) s H E E T N 0 I t ffl�t- ffll�� is 4" RCP 11mr. 20 N _I..... ...... ....... ------ ------- XX: o + ry F .. . . ...... ....... ...... ....... ....... ....... ....... ...... ....... ...... + 1-1ANDIC-APP I ' b RAMP TAKED SILT CREEN (TYP.Ory . ....... ...... ...... ....... ...... ....... A -4 - - - - - - - - . . . ... ....... ...... ....... ....... .... . SEE NORTH SHEETS 0 ryg LJNR� TED 41 + N 4-� 4> b+ lZ) A Nam (2) 8' WIDE SWING GATp + lip + m ............ .. ........... + N LIZ- rJ .. . ... . ILAro - -7 . ............. . - ..: . . . + + Ap' + + 44 . ..... ...... FLOATING TURBIDITY BARRIER t. ti ... . .......... . .... . ..... ..... . .... _gg 16 M.E.S. 24" Rr'o' INV.=125.001 .... ....... MES..... ... . TOP=l 25.23,8, + 4D. N� 610 + + 1p, + tK ........... ............ A ro + �417 ill= V.� ma am, w v, w, 0 p + im a t lb . . .... .. + .... ........ + AS" 2' GLJf E, . ....... ...... ....... ..... .... . -------------- b �- --------- 4 --------- N3 EDG::E OF PA*VDVIENT + 4:" ................. ..... . - b- 4p cp - - - - --- ------ ....... ...... ....... ...... ....... ....... ...... ....... ....... ....... .... ....... ....... ...... . .. . ...... ....... ....... ....... - - - - - - - ...... ...... ...... ....... ...... ....... ....... ....... Ll E (Ll 4, N 4-� lb'o . ....... ........ . .... ....... rt + I . .. . .... tK 0 4p I;p N PAWNEN' . ... ....... ....... ....... ...... ....... ...... ...... ....... ....... ....... ....... ...... ....... ....... . . .... ...... ....... ....... ....... ....... ...... -- - - - - - - - - --- 4�7 ... ....... ....... ....... ....... ....... - - - - - - - .. ............ ....... ...... ....... ....... ...... ....... ..... . - - - - - - . ... ...... ....... 2' C-Ul U." A,, GUTTER EXISTING rL-- MOORE ROAD 80' RIGHT OF WAY a SECTION A -A F.F.E.= 132.30 4 3 GRADING LEGEND pq EL ELEVATION ol 3 0' 60' m EX EXISTING SCALE: 1 30' TYP TYPICAL Co CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/w SIDEWALK X49.58 EXISTING GRADE ELEVATION 252 PROPOSED GRADE ELEVATION DRAINAGE INLET MITERED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION .dd DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN O STORM SEWER STRUCTURE NUMBER Ml � � EROSION CONTROL CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT DRAINAGE STRUCTURES FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 • "" FDOT TYPE FINLET W/ ALTERNATE 8 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.57 N. INVERT ELEVATION = 123.50 E. INVERT ELEVATION = 123.50 SW. INVERT ELEVATION = 123.50 FDOT TYPE "C" INLET RIM ELEVATION = 130.73 NE. INVERT ELEVATION = 127.00 " FDOT TYPE F" INLET W/ ALTERNATE B 31-611 x 51 %sy BOTTOM GRATE ELEVATION = 130.58 W. INVERT ELEVATION 123.00 E. INVERT ELEVATION 123.00 FDOT TYPE "F" INLET W/ ALTERNATE B S-6" x 8' "J" BOTTOM GRATE ELEVATION = 131.03 W. INVERT ELEVATION = 122.50 S. INVERT ELEVATION = 122.50 NE. INVERT ELEVATION = 122.50 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 FDOT TYPE "C" INLET GRATE ELEVATION = 130.70 N. INVERT ELEVATION = 126.00 W. INVERT ELEVATION = 126.00 FDOT TYPE "C" INLET GRATE ELEVATION = 131.18 SW. INVERT ELEVATION = 126.00 SE. INVERT ELEVATION = 126.00 FDOT TYPE "C" INLET RIM ELEVATION = 130.56 N.E. INVERT ELEVATION = 127.50 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "D" INLET GRATE ELEVATION = 131.40 NW. INVERT ELEVATION = 127.00 SW. INVERT ELEVATION = 127.00 FDOT MANHOLE RIM ELEVATION = 131.57 NE. INVERT ELEVATION = 127.00 W. INVERT ELEVATION = 125.26 y M M m uj m moo in 0 Ld U) U) f2 ~ ~ z z z Ld ui uj :2 m m:2 2El 20 000 Z 000 0 z :2 CL 0 3: F- W V) CLLd W w LLJ V) w LL UJ 0 in EL r-1 U) LIJ LLJ z 0 (n 0 ui 0 5; 5; Ln C) w w 5; Ld LJ j w D < Lr) 0 0 Lij z 04 LL- < N F] cy) 00 � (D L0 pr) C14 W Ld > - Ln - 0 z cvn) Z 0 z F- Lr) F- LLJ 0 Lo 0 m M < < 0 z m m < I r nim r-) i� d) 0 ;j z cc < 0 o 04 j w w Of 0 f) 0 a- a. ol Z 52 ow t2 V) Po V) m cn 'Ir 0in, , z M 0 CL w xm 6z 0 La 4h W�u2j C-) (L wZ9 Lj : m D a �XCL L05 N 0 z --o 9�-�b uj R, 2 LLJ Z 0 Z5 F- r Ld 0 z >- La 0 V) 12 U) LLI ON 00 200 w U-: (1) m tz z a,-. z < -c 0 Kj LL 0- < *m 0 LLI < (L LLI LLI U) c < M 0 z ol F- ZD LLI 0 0 0 z cl) tz 0 2 0 1 D 0 Lu tv 0 a O 0 70 a CL t w 0 'o -c 0 u) > O Lr) 3: .j N O ( uj > rj) -q 0- C14 O ujas 0 -4 z, %.4 c: Rt CIL ............ O 2m O 0 � U. LLl j �= p CL Lu ILL. (D LLJ >. O P. OC O Lu try O ..j LLJ 0. s H E E T N 0 A °w hod + + CB + TOP=128.37 01 g\ N.INV.=123.37 ryo S.W.INV.=123.37 STAKED SILT - SCREEN (TYP.) SEE SOUTH SHEETS .... . .... ...... . . ....... . 6\ + R. 6' HIGH WALL---,,, lo' 42" HIGH FENCE 5' HIGH VESA-LOK WALL lo. PARKING N (SEE DETAIL SHEET 12)• 4 (MAX.) PARKING r - - - - - V NWL = 127.00 • 1=1 3 117.00 3 SECTION D-D SECTION C-C 1 , it CB TOP,129.36 N&INV.=124.77 vlb 3' HIGH NON -REINFORCED VESA-LOK WALL (TYP) -STAKED SILT SCREEN (TYP.) + C-7 htig0 cp + h�rv. 41 + lb\ 341 op cb ?) + 0x I + r3lb + 1�1 cp _Ak + ol PROPOSED 5' S/W � EXIST 24' DRIVE PROPOSED TYPE "D" CURB A lot 9 W ki m 0-m -� of 30' 60' SCALE: I " = 30' GRADING LEGEND EL ELEVATION EX EXISTING TYP TYPICAL Co CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK X49.58 EXISTING GRADE ELEVATION 252 PROPOSED GRADE ELEVATION DRAINAGE INLET MITERED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN STORM SEWER STRUCTURE NUMBER EROSION CONTROL 777- CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT DRAINAGE STRUCTURES ( ED FDOT TYPE "C" INLET GRATE ELEVATION = 130.20 W. INVERT ELEVATION = 127.35 FDOT TYPE "C" INLET GRATE ELEVA11ON = 130.28 E. INVERT ELEVATION = 127.20 W. INVERT ELEVATION = 127.20 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.46 W. INVERT ELEVATION = 126.10 S. INVERT ELEVATION = 126.10 E. INVERT ELEVATION = 126.10 FDOT MITERED END SECTION INVERT ELEVATION = 127.00 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.28 W. INVERT ELEVATION = 124.00 S. INVERT ELEVATION = 124.00 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.57 N. INVERT ELEVATION = 123.50 E. INVERT ELEVATION = 123.50 SW. INVERT ELEVATION = 12.50 FDOT TYPE "F" INLET W/ ALTERNATE B 39-699 x 5' "Jop BOTTOM GRATE ELEVATION = 130.58 W. INVERT ELEVATION = 123.00 E. INVERT ELEVATION = 123.00 FDOT TYPE "C" INLET W/ ALTERNATE B 3'-6" x 8' "J" BOTTOM GRATE ELEVATION = 131.03 W. INVERT ELEVATION = 122.50 S. INVERT ELEVATION = 122.50 NE. INVERT ELEVATION = 122.50 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 Mm LLJ -3 p M 0 0 w zF_ Ld m w :2 0 m c) Z 0 0 Z o P b V) C) Z) L.LJ W (L 0 cl) cc z Li LLJ 0 U) V) 0 LLJ uJ w F] KJ Z 00 U- 0 - ❑ r- (D to `4 114 - C; lcol I I lq- ntz ww>_w_oZw z 6� cy) Lo LJ 0 0 Lo 0 po 5: IE< m<m 0 Z < C) (L W m R < < 0 o C14 El (If w w <0 n la In a- MZ 00 tY t2. U) a V) 0 z w 0. (D M 0 0 j5'� �ZL 0 EL = Z wzg -v000 z Mm g o-Z z%E, z MA L-N jz3 F-I >-�_wo 0 zo K Ulu; i5 icD :0) 5 CR �Jam Fz w U) w zrqb :3 0 < Ig LL. ago5j ra � mcaiUJC3< IL 2 > a: W < P W0 V) X Ox E 0 z (n cl)0 00, o,) W 00 N 0 E 0 0, -c LL CL qW m o LL_ > o 9 J a 3 -00 tp a 01 W..% > -c 00 t) 0 ui cQ 0) 0 'S a �N .............. ................... W CL Q O W.. x. O LjL LLJ Q Li LLJ p Lu ILL. C> LLJ C> cc O oa LAJ o WCL CD > CL s H E E T N 0 _ CO '- MEDIAN _ _.. . .............. .._---....... ...... ....... ...... ...... ....... ....... ....... ....... _.._—_..... ...... ....... ....... ....... ....... .... _----- SEE NORTH SHEETS 80' RIGHT OF WAY E_ NPLA T TED (15) 1" POTABLE METER AND RPZ METER BY CITY OF OCOEE CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED BLACK) UTILITY LEGEND EXISTING SIGNAGE � EXISTING UTILITY POLE EXISTING GUY W/ WIRE ® EXISTING CHECK VALVE EXISTING GATE VALVE EXISTING FIRE HYDRANT a EXISTING REDUCER O EXISTING BLOWOFF EXISTING WATER METER 1" POTABLE METER AND RPZ I 1 METER BY CITY OF OCOEE SM EXISTING SANITARY MANHOLE I CONTRACTOR TO SUPPLY RPZ ° EXISTING SANITARY CLEANOUT I (RPZ TO BE PAINTED BLACK) - - -wm- - - EXISTING WATER MAIN - - —san - - - EXISTING SANITARY MAIN - - -ohw - - - EXISTING OVER HEAD WIRES - - - gas - - - EXISTING GAS LINE - - - be - - - EXISTING BURIED CABLE SS PROPOSED SANITARY SEWER LINE ............. �- -I wM— —' —RECLAIM 0 WL PROPOSED WATER LINE WATER GAS PROPOSED GAS LINE MARKER PROPOSED CLEANOUT - CO i, ►� PROPOSED GATE VALVE - GV ' PROPOSED FIRE HYDRANT - FH "J TOP OF BANK^ PROPOSED REDUCER y 4, • PROPOSED BLOWOFF - BO `4 ■ PROPOSED WATER METER - WM ,Existing 15 waterline easement • PROPOSED SANITARY MANHOLE - MH OF WATER , PROPOSED BACKFLOW PREVENTER S-11 PROPOSED STRUCTURE NUMBER ►ee►4 DOUBLE DETECTOR CHECK VALVE ASSEMBLY - DDCVA N WATER METER AND REDUCED PRESSURE i ZONE ASSEMBLY - RPZ f'. NOTE TO CONTRACTORS: _ CONNECT TO EXISTING 8" STUB OUT - /1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD EXISTING BACKFLOW VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND PREVENTER/STUBOUT OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S ' RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE WV 4�'r.Ll<: .. _...... ..V\! ......... ..._ _ _........_ UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE jj _ _. _ FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN � SHOWN ON PLANS. ,.,C NC %AEOI N_......................................... - - - - - SANITARY STRUCTURES EDFDOT MANHOLE RIM ELEVATION = 131.84 N. INVERT ELEVATION = 127.53 E. INVERT ELEVATION = 127.43 S-2 FDOT MANHOLE RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 N. INVERT ELEVATION = 126.33 2. IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM. 3. THE INSTALLER OF THE BACKFLOW PREVENTION DEVICES ON THE DOMESTIC WATER AND IRRIGATION SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. 5. ALL CLEANOUTS AND INLETS SHALL BE TRAFFIC BEARING. 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE LANDSCAPING FROM NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. 7. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER SYSTEM AND FORCEMAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. WMm 1 0 0 %- m 0 0 X O U af H z w 0 0 o Z U U o O Z D_ P 32 W1 EE U Wa'V) U Z) W F- CLaW.W 0 0 Q_ n V) V)V)W O >sVn 0 �� W a WW>-W-ozW O z ~ w L0 o O m << mm< I o a is Z0�pr� a 0 ❑ o oN � M Q w �: . N En o z i]. Y (D M. Lor, z J U d W z Z �UJ LIT W ZZF �-' p:)ZWFeN d O3rm �3w� 0Ljzo ❑ a o�M�� �z aF zo V)cnWQ — N V) Lq0 ZF-W= Q �QaO O LL CL w Wan. z> a m cai r p W W 0 O 0 O �F0W® z S H E E T N 0 Q O s L L. --j L L. W ft VW C DC O W O LLJ ~ Z CD o a Z > L �- ~ O O - J Z p Q � CL W Cr w m U 50 m 0 CONDITIONS OF APPROVAL: o 1. TER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF OCOEE. 0 Uw 2. ALL ONSITE PAVEMENT AND DRAINAGE SYSTEMS WILL BE PRIVATELY OWNED AND � z K-) z MAINTAINED. 3. NO PART OF THIS SITE IS LOCATED WITHIN THE 100 YR. FLOOD LINE. oM } z F o 4. THERE ARE NO CONSERVATION AREAS LOCATED ON THIS SITE AS DEFINED IN THE CITY OF OCOEE COMPREHENSIVE PLAN. " U 5. FIRE HYDRANTS SHALL BE SPACED A MAXIMUM DISTANCE OF 350' APART WITH A MIN. OF FLOW OF 1000 GPM. W ° w 0 cn 6. WATER SERVICE WILL BE PROVIDED VIA AN EXTENSION OF A 12" WATER MAIN LOCATED ALONG V' 0 0 0 MAGUIRE RD. & THE EXTENSION OF A 12" WATER MAIN LOCATED ALONG MOORE RD. 5 � Q U 7. A 6' CONCRETE BLOCK WALL WILL BE CONSTRUCTED BY THE DEVELOPER OF PHASE III IN CONJUNCTION WITH THE DEVELOPMENT OF THAT PROPERTY. THE OWNER OF PHASE III WILL BE RESPONSIBLE MAINTENANCE OF THE WALL. A 5' J LANDSCAPE EASEMENT WILL BE GRANTED IN FAVOR OF THE ESPLANADE APARTMENT PROPERTY AT THE TIME OF PLATTING FOR n o Q THE MAINTENANCE OF LANDSCAPING BETWEEN THE WALL AND THE ESPLANADE APARTMENT PROPERTY LINE. 8. STORM WATER RETENTION AREAS HAVE BEEN DESIGNED TO ACCOMMODATE STROMWATER RUN OFF FROM M N � ❑ o PHASES 2 & 3 OF THE SHOPPING CENTER. THE ENTIRE SYSTEM WILL BE CONSTRUCTED WITH PHASE 2 SHOPPING CENTER 0) 00 N CD LO 't K) N z OR PHASE 3, WHICH EVER BEGINS CONSTRUCTION FIRST. PROJECT OUTFACE WILL BE CONSTRUCTED WITH THE DEVELOPMENT OF THESE PONDS. DRAINAGE EASEMENTS ACROSS THE APARTMENT LANDS WILL BE PREPARED z z VIA A SEPARATE INSTRUMENT AND RECORDED AT THE TIME OF PLAT RECORDING FOR PHASES 2&3. ; 0 0 CONSTRUCTION PLANS FOR THESE PONDS WILL BE SUBMITTED WITH THE DEVELOPMENT OF PHASE 2. Q m Q m o 9. THIS PRELIMINARY LARGE SCALE SITE PLAN IS BASED UPON & REFERENCES THE AMENDED LAND USE z mm z QQ i � o a PLAN FOR PLANTATION GROVE APPROVED JULY 21, 1998 BY THE ORDINANCE No. 98-14. SUCH L;j Q a o o N k p ❑ AMENDED LAND USE PLAN AND THE CONDITIONS OF APPROVAL SET FORTH THEREON BEING � o o 0 INCORPORATED HERE IN BY REFERENCE AND MADE PART OF THIS PRELIMINARY LARGE SCALE SITE PLAN. 10. THIS PRELIMINARY LARGE SCALE SITE PLAN IS ALSO BASED UPON & REFERENCES THE PLANTATION z 0 o o to wU) N o } z GROVE - COMMERCIAL SHOPPING CENTER FINAL DEVELOPMENT PLAN/PRELIMINARY SUBDIVISION PLAN 0_ w tk Z APPROVED JULY 21, 1992, AS AMENDED. WZz qk W W 11. THE CITY SHALL REQUEST THAT ANYONE WHO SHALL TIE INTO THE WATER MAIN EXTENSION ACROSS ��oo zF o?.t• zoWN w w a MOORE RD. REIMBURSE MAGUIRE ROAD CORP. OR THEIR ASSIGNS FROM THE COSTS OF SAID `�' o Enmzo z iE ❑ EXTENSION PLUS THE TIE IN PARTY'S PRO-RATA SHARE OF THE PROPERTY OWNERS COST OF wo INSTALLING THE WATER MAIN ALONG MAGUIRE RD. <ozO V)Lnw< cn 00 ��Wo =Qao 0 12. MOORE ROAD IMPROVEMENTS INCLUDING THE EXTENSION OF A 12 WATER MAIN AS SHOWN ON THESE PLANS Q i WILL BE CONSTRUCTED BY THE CITY OF OCOEE AT THE TIME OF FOUR LANING OF MOORE ROAD. W a a w �m cai COSTS FOR THE DEVELOPERS SHARE OF IMPROVEMENTS IS $135,031. z WOOV 0O m REIMBURSEMENT TO THE CITY WILL BE PROVIDED BY THE DEVELOPER OF PHASE 3 IN CONJUNCTION WITH THE PAYMENT OF IMPACT FEES Imo Z o FOR THE PHASE 3 SHOPPING CENTER PROPERTY. NO BUILDING PERMITS SHALL BE ISSUED ON THE PHASE 3 SHOPPING CENTER PROPERTY UNTIL THE PAYMENT IS RECEIVED BY THE CITY. V v y 13. MAXIMUM IMPERVIOUS SURFACE AREA FOR THE EACH LOT SHALL BE 70%. Z c 14. ALL VEHICULAR ACCESS TO THE MAGUIRE & MOORE ROADS WILL BE DEDICATED TO THE CITY OF OCOEE •i% ct W EXCEPT AT APPROVED LOCATIONS AS SHOWN ON THE PLANTATION GROVE AMENDED LAND USE PLAN CO w � o APPROVED JULY 21, 1998. w v N 15. PHASES 11 & III WILL BE PLATTED SIMULTANEOUSLY AS A SINGLE COMMERCIAL PLAT. Z ui � ` jn' nN . E 16. STORM WATER PONDS WILL BE OWNED AND MAINTAINED BY THE OWNERS OF LOTS 1 & 2. A DRAINAGE •� v v X V EASEMENT WILL BE PLACED OVER RETENTION AND CONVEYANCE SYSTEMS VIA THE RECORDING OF THE 0. W AL PLAT AND RE -PLAT OF LOT 2. �L 17. ACCESS WILL BE PROVIDED THROUGH LOT 1 TO LOT 2 TO ALLOW FLOW THROUGH TRAFFIC BETWEEN J to 4 V m$o 3 THE CURB CUT ON MAGUIRE RD. AND LOT 2. �, o 1 3 > ` o m 18. THE CROSS ACCESS DRIVES BETWEEN MOORE ROAD AND THE EXISTING SHOPPING CENTER WILL NOT HAVE PARKING SPACES W v Q 0 BACKING OUT ONTO THESE PRIVATE ROADWAYS. in.0 c o v 19. THE SHOPPING CENTER IDENTIFICATION SIGN SHALL BE LOCATED WITHIN THE MEDIAN AT THE SOUTHERN ENTRANCE TO THE SHOPPING CENTER, SUBJECT TO OBTAINING PERMISSION FROM THE FEE OWNER. THE DEVELOPER j Q AND THE CITY WILL USE THIER BEST EFFORTS TO OBTAIN SUCH PERMISSION. IF PERMISSION CANNOT BE OBTAINED PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY ON LOTS 1 OR 2, THEN THE SHOPPING CENTER IDENTIFICATION Q V c AS SHOWN HEREIN. SIGN SHALL BE LOCATED ON LOT 1 Z V \ O 20. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, AND RESTRICTIONS OF F.S. CHAPTER 163 CONCERNING MORATORIAe PERMITS UNDER CERTAIN ON THE ISSUANCE OF BUILDING � \ L o CIRCUMSTANCES. THE CITY HAS NO LAWFUL U A THORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL 'Q w ''< Z 'q BE CONSTRUED AS SUCH AN EXEMPTION. y 21. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT W ITH THE REQUIREMENTS OF THE CITY OF OCOEE Z CODE. 22. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE O OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. o. 23. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED o LOCATIONS. � 24. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE 0 AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. 25. ALL UTILITIES, INCLUDING EXISTING OVERHEAD WIRES, SHALL BE PLACED UNDERGROUND. _p C= e 26. ALL LEGAL INSTRUMENTS ARE SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY PRIOR TO APPROVAL OF THE FINAL SITE J Q PLAN. � � W O 27. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER LAJ MANAGEMENT DISTRICT. O V = 28. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS J REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. Q 1.1. > 29. THIS PROJECT IS SUBJECT TO THAT CERTAIN DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS RECORDED MARCH 17, 1994 IN OFFICIAL RECORDS BOOK O 4712, PAGE 3644, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, AS AMENDED. W 30. LEASE SITES CANNOT BE SOLD TO INDIVIDUAL TENANTS AND WILL REMAIN AS A LEASE FOR THE LIFE OF THE DEVELOPMENT. Q V 31. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. � 0 Q 32. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND I.L. PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. Z O 33. ALL SATELLITE DISHES USED BY THE BANK SITES WILL BE SCREENED. IF PLACED ON THE TOP OF THE BUILDINGS, THEY SHOULD BE COMPLETELY SCREENED BY W O cc PARAPET, OR IF PLACED ON THE GROUND, THEY SHOULD BE SCREENED WITH A MASONRY ENCLOSURE. O 34. MONUMENT SIGNS ARE PROHIBITED FOR INDIVIDUAL USE. Q O Z 35. OUTSIDE SEATING AREA FOR THE RESTAURANT LEASE SITE WILL BE DETERMINED DURING THE FINAL LARGE SCALE SITE PLAN REVIEW PROCESS �-- O 36. HARDSCAPE AND LANDSCAPE DESIGN OF THE PLAZA AREA WILL BE DETERMINED DURING THE FINAL LARGE SCALE SITE PLAN REVIEW PROCESS Z 0 Q ~ J W O V � s H E E T 10 PC OR PT OF RADIUS RETURN #4 - REBAR CONTINUOUS SURFACE W o m C9 o 12» STOP @ EACH SIDE OF CJ'S o 6" Future Curb An o \ STRUCK JOINT 3" ROUND EDGE Gutter Construction 20' R Or As Shown On Plans A BASE �~ L,► EDGE OF ( — — — — THRU-LANE PROPOSED SLOPE a :. ••. :' °'. _ • ',_ • '' 1'-1 " 1 -2 2/, �° Exp. Joint '�' �, \\\ \\ \\\ \\ \ \ ❑ SUB -BASE ❑� ❑ \�\ z o U z o U z O ❑ Z CONSTRUCTION ,._', ._.� • �'.1 ;,: • M PAVEMENT SURFACE •, • : , , .77 - ❑ \\�\ ❑\ \\ \ ❑\ ❑ a+� . . A (� v \ \ C� CJ ---- is `° 1 B W W Cam.) W D W SAW CUT FULL ,DEPTH / - 00 1 �- ° t[ ' ': j.A Valley Gutter Curb And Gutter NORMAL HEAVY N 0 o OF EXISTING ASPHALT---,,-_. I �' -' PLAN ,/ ASPHALT 1.5 2.5 TYPE S-III ASPHALTIC CONCRETE (NORMAL) 5 W 50 W MIN. MIN. TYPE S-III OR S-I ASPHALTIC CONCRETE (HEAVY) ❑ 4 PC OR PT OF RADIUS RETURN 6" CONCRETE SIDEWALK 1'-10" BASE COURSE 8" 10" LIMEROCK BASE COMPACTED TO 95% MODIFIED NEW SURFACE NEW BASE WITH 6x6 W1.4xW1.4 * �,, \\ �-I��IlK 72/IStd* BASE COURSE 8" 6" PROCTOR MAX DENSITY PER AASHTO T-180, LBR 100. 300 PSI SOIL CEMENT BASE COMPACTED TO 95% MODIFIED z Lj. o N w o EDGE OF EXIST PAVEMENT INTEGRAL CURB &SIDEWALK 1) ''DEPTH 12 C° 6 Min. PROCTOR MAX DENSITY PER AASHTO-558, LBR 100. ❑ rn m r. CD ILDIq-1+1-1 O SAW CUT FULL APPLY PRIME OR TACK OF EXISTING ASPHALT MATERIALS AS NECESSARY I 3'-0" I SUB -BASE 12" 12" STABALIZE SUBGRADE SUBGRADE COMPACTED TO 98% z MIN. MIN. MODIFIED PROCTOR MAX DENSITY PER AASHTO MW>_M_0Z0 z SECTION AA T-180, LBR 40. � M 0 1- — — — NORMAL 40'-0" WITH 4' WIDE SIDEWALK Q w o m a < o o MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK CONNECTION DETAIL ,r 6 1'-6" 1 -10 1 -2 TYPICAL PAVEMENT SECTION m W Z r 0 M �to � w AT EXISTING ASPHALT PAVEMENTS I 2 a Z a o N } `.a• C a•d. ..° A.. d•�. -' :d • •,a.. •e..• ..d .•• ' y !:: C•.. .• •.••: �. .,,. ..a '•:a' • •;•: • .e. . ° .• • I a \ SIN / Std. r 72 0! O Ui CDQ,. 0 LLJ _ fii (n I� Dc 6" Min* W N air N O tO MW Z Z EXPANSION JOINT W STRUCK JOINT Wzz w STRUCTURE SINGLE -COMPONENT • POLYURETHANE SEALANT a..` •'' 6 MAX g 5'-O" m o o'- Z wo woo °' ZW WN W zo o � °�" ❑ a a d . , <`. . '' .. :.::.• '� CONCRETE ';' ` D 1/4» • j • 3/4 THICK • r • JOINT .. ;,': : .: • . q 9 a 4.°.: .a . • - � • ., . as , Q Z O in U) _ Q • ,. . 4 .. D 0.1*D ' ' ••• • ••d ,'a •• a '.,4'.•� 'v:• '••..•. .. • : .°..• FULL DEPTH BROOM FINISH „ 1/4 D/W a. .. ., 'r •, SECTION BB 1'-10" 1'-2" MO Wo< — Zwso injEZI a�o� Q oQQ� [Sr W =m U Z> o w - ,\ ❑� SUB GRADE ❑� �\ ❑ ❑ ❑ ,'r4 •.e ., .. d., ad.• •:• .. I..:. . a. . .d • 6" W�Qo Q CLOSED CELL SEMI -RIGID °' . '. a �' , . ,. ; •.; °':"Z _ PLASTIC JOINT FILLER 0.2*D ; ' : • '' �•' ;°• ,.a. • ' i • • • : �' a' �• ' • dA. " ° o M SURFACE COURSE TYPE I PORTLAND CEMENT CONCRETE WITH A '.4 72 �� 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. V 1/4" EXPANSION JOINT CONSTRUCTION JOINT o� 6 Min. Z .- SUBGRADE CLEAN FINE SAND WITH LESS THAN TEN PERCENT % EXPANSION JOINT STRUCK JOINT 8„ PASSING A NO. 200 SIEVE, COMPACTED TO AT LEAST W o 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. W 3 —6 TYPICAL CONCRETE PAVEMENT SECTION Z V r.. rn '0 2;: NOTES 00 C 3 N O SINGLE -COMPONENT " �� POLYURETHANE SEALANT 1/4 D/4 1/2 -i� 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60. VALLEY GUTTER DETAIL a , o 0 ` c m W 0 'o L- o 3/4" THICK A..• ' - : a 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PER FDOT INDEX NO. 300 O ❑ c Of 2 Z $ 0 3 " ' ` , . • < ' ` '• ,. ' ; ' ' ` ` , ° ' D 3 "a a D . PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 1.1.1 w V o CLOSED CELL SEMI -RIGID W a Q �, 0 PLASTIC JOINT FILLER Q C O CONTROL JOINT 1/2" EXPANSION JOINT TYPICAL SIDEWALK ❑ y ❑ V = �. O \ s Q ._ C�h \ a W MR. ❑ W Sidewalk Stri = y Width In Feet Width Varies Curb Type D Or Curb do GutterCIL Type F (Curb k (litter Type F Shown). 4! a 1-%E 0 o O _ Romp Cu �a PICTORIAL VIEW z R Qo 12" Crosswalk \ Fd Line T . —, ♦/� 12" Crosswalk OW i— PLAN VIEW CURB CUT RAMP PER FDOT INDEX 304 f'C ❑ U. W C.7 � � Z ~ O o ❑ LU 06*v G1 oc z CID 2»R ❑ 0 Z r .. PAVEMENT J > 21"R C° SURFACE .. LCL Q 32'R .: 3/4"R " *' a . 00 V! OO •A d • • , ..,•.. :* S 8» H E E TYPE "F" CURB TYPE "D" CURB T N 0 H/C SIGN uj o o m 18" 12.34' O 4" WHITE 2" 2" ----------------------------------- w r r-- -- -- - -- -- -- -- -- -- -- -� ir--------------------------- En z E z WHITE ON BLUE ' I I I I 1 I I� I w 0 w 0 ❑ 25 3/4" NOTES: USF 1295 OR APPROVED EQUIV - 00 1 I I r�4"r � I BOLLARD r , 1 10' 1 , o� z p M z v N MACHINE HORIZONTAL BEARING SURFACES. 4" BLUE i, i i I i I I I, I a CL W I- o I 0 p (n NON -PENETRATING PICK HOLES. PARKING BY DISABLED i r i i I i ##5 HORZ IN I I vwi 5 o 5 0 U PERMIT ONLY BLACK ON I I r CONC CAP I � i i I i hi � uj w H-20 LOAD RATING. TOW AWAY ZONE WHITE W/ 8" CONC I I 1 1 1 , ❑ „ 32 1 /2 AND 1.5" LETTERS BLOCK I , , 12 X18' LABEL "STORM SEWER". FINE UP TO $250.00 r I I r I I MONOLITHIC CONCRETE J o ,� 0 N I n1 24„ Q HANDICAP SIGN l i 1 1 FOOTING I r I i 4" SQUARE STEEL18 DIA X 2'-6" CONC FOOTING Q z_ rn co r- 0 0 ,t' to cq .- p z HINGE POST FILLE�D_f FOR GATE POST W/CONCRETE 10' CLR (COL TO COL) 4" BLUE 4" BLUE--\ m ui > - tn - o z cn I- [n THIS SIGN TYP00 @ EACH HANDICAP io 5'X5' SOLID METAL GATES z w PARKING SPACE s x10 xs CONCRETE PRIMED AND PAINTED (BLACK) I= w APPROACH SLAB LATCH &CANE BOLTS O SLAB TYPE RING AND COVER '� " m ° Q � a 3 GALVANIZED STEEL POLE PLAN z w o m 0 r -; -; N M ❑ COVER-1.DWG 6/09/94 NTS 1" CHAMFER V to < 0 0 o- 0 ° Q o o0 ovi to � `O _w- : cv o c m WHITE 4" WHITE FINISH GRADE 4'-6"X6' SOLID METAL f SWING GATES WITH #5 VERT IN CONC METAL RAIL, GATE —�., FILLED CELL. 1 EA Z_ LID LATCH & CANE BOLTS x CORNER & END cD ( ° w Z 0 a w J 0 4 SQUARE STEEL HINGE POST FILLED W/CONCRETE _z z o zzp m p%jW w W N 6" CONC SLAB W/6X6 I 5 DOWELS X o z Z 2 w z o z w o U)� a� W1.4xW1. " „ o cnwz 'd !e a • .. .-.�a--��-...a-e...-rr+-----,•-.-,..-.•.1•• N FILLED CELL cq 12' 5' CONCRETE •. ' ,� �,. •. <' PAVEMENT 45' CHAMFER 2 0 w= W a o Q o a o a O LL 6' 4 N 6'x12'xs" CONCRETE 18 a W a w a m 0 o z p W r� �'� i' 12" 12" APPROACH SLAB w/21#5'S MONOLITHICCONC FOOTING wry F z HANDICAP PARKING PAVEMENT MARKING ��:. a•::: Om 0 SECTION ...... ■ ,:°, :... ; ... .� .° .: d.'; ...'. E . : .' NOTE: .. d•44.' ' a ° , ° M V • ° '• 1. DUMPSTER ENCLOSURE MATERIAL TO MATCH THE MAIN BUILDING. DOORS NEED TO BE PAINTED BLACK. Z C TACTILE SURFACE C „ #4 BAR 18 LONG 1 2. THE DUMPSTER ENCLOSURE STALL BE SCREENED 0� W M CONST 4" THICK WITH A 3' PLANTER HEDGE ALONG THE PERIMETER OF W 0 8" CONCRETE RAMP THE ENCLOSURE. o OD 5 .. .. Z W D ;Z h o NCO E •�•� `�•� 12:1 SLOPE HANDICAP SIGN , , TYPICAL 10 x10 TRASH ENCLOSURE WITH ` v '\ U y � o � o `0u-a a :• d ° C° 12:1 SLOPE �;�; :;:; MONOLITHIC FOOTER AND SLAB DESIGN Q a�iW x c a E �> d PAVEMENT SURFACE ' �`•• •`•` • `• ` • `• ` HCSGN-DC.DWG 09/18/95 NTS J % c 0 0 � Up to 3 Ill A •:•: •:•: A NTS LL.1 q) � o 1 3 00 •••• .`•` 6' 5', STD 24" 6'--I > v ` O N 'o 44 MIN a� W �; U ~ PRECAST CONCRETE WHEEL STOP DETECTABLE WARNING SURFACE14 4" WHITE REFLECTORIZED PAINT. (SEE PLAN VIEW FOR LOCATIONS) Q Z V 6 % ® zw wHL-STOP.Dwc 09/01/94 NTS „ 12.1 SLOP 24 2: SLOPE E 1 ° o POST OPTIONS: 2"x4" OR i44 o �. SECTION AA 2 1/2C MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) HANDICAPPED RAMP 6' CENTERS MAX — �/ �✓� _ 0. � W NOTES: HC-RAMP4.DWG 2/27/95 NTS GEOTEXTILE CRITERIA C14 V m E 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT GRAB TENSILE STRENGTH 90 LBS �. o o EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT TRAPEZOIDAL TEAR 35 LBS LI MULLEN BURST 180 PSI ` SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL SEE FDOT INDEX NO 199 CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. All PREASSEMBLED SILT FENCE 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. d- 5' STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING ~ TYP. VERTICAL CURB(TYP) I o' -}� I-� -e'- X' K SURFACE SHALL PROVIDE A DARK -ON -LIGHT OR LIGHT -ON -DARK CONTRAST -hIX _ -1- BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING o Q SURFACE. CD 1—ag J. �.L LJ oft PEDESTRIAN ACCESS STRIPPING -fi i- Lu V O LLB z STORMWATER INLET mil[ (.1) in M = TACTILE SURFACE MAX SLOPE 12:1 EXPANSION JOINT � i— 0 uj CAP UNIT ADHERES IMPERVIOUS FILL 12" DEEP CONST 4" THICK 1 /2" PREFORMED CONCRETE RAMP JOINT FILLER �> 2 x2 WOOD STAKES WIRE OR NYLON LU >. TO TOP UNIT W/VERSA-LOK (ALL AROUND) 2 PER BALE BOUND BALES �,,..0 h Z CONCRETE ADHESIVE DETECTABLE A WARNING A Q \ \� SURFACE `; ; ; ; ; ; ; ; , = ••••••••• N SIDEWALK EDGE OF TRAVEL WAY I FLOW FLOW FL r EXISTING GRADE � -} �� _ OW . V Q OC W VERSA-LOK MODULAR // //�i s' _1 5' STD ,.1_ 6' _ I PAVEMENT �� 44 MIN "STOP" BAR TO BE PLACED 6' FROM EDGE r +Iyi- I-rr-►- +,- r+ 2 (MIN.) W 0 CONCRETE UNITS OF TRAVELED WAY, UNLESS SHOWN OTHERWISE. PLAN DOWNSLOPE SECTION O Z DRAINAGE AGGREGATE O 12 THICK MIN. 2 SECTION AA BALES BUTTED TIGHTLY ANGLE FIRST STAKE�Yt; TOWARD PREVIOUSLY �Tll TOGETHERSIGNAGE I- I LAID BALE~ Oct C > HANDICAPPED RAMP 4" DIA. DRAIN PIPE Lu OUTLET ® END of WALL OR ® 40' CENTERS MAX. HC-RAMPI.DWG 01/24/03 NTS „ „ 'STOP BAR SHALL BE 24 WIDE AND ELEVATION CL GRANULAR LEVELING PAD MIN. 6" THICK • 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT 12' FOOT LONG, OR AS SHOWN, WHITE REFLECTORIZED PAINT. STRAWBALE SILT BARRIER CD Q EXCEEDING 1 /8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT (SEE PLAN VIEW FOR LOCATIONS) SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL STOP BAR CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRAl1NG. TYPICAL SECTION—UNREINFORCED RETAINING WALL DETAIL WITH SIGNAGE EROSION CONTROL DETAIL 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH S SCALE: NONE F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. H STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING E SURFACE SHALL PROVIDE A DARK -ON -LIGHT OR LIGHT -ON -DARK CONTRAST E 12 BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING T SURFACE. N 0 5'-4" B � a a � A L A Co -x� PLAN M N L3x3xv a) N B 4'-0" SECTION AA 3'-1 Of /18 Spaces T) C 7 19 Bars 4 L3x3x"-� L D� STEEL GRATE Steel Grating, Straight Bars 32, Reticuline Bars 2"! IT 0) c a;rn 0 CM ..,N-.. li vi �•%JN � O N y c in NEto, r o"4)ZE 0ELF�So #4 Bars ® 12" Ctrs. GENERAL NOTES 1. These inlets are designed for use in ditches, medians, pavement areas, or other areas subject to heavy wheel loads where debris is minimal and is subject to pedes- trian and/or bicycle traffic. 2. When alternate G grate is specified in plans, the grate is to be hot dipped galva- nized after fabrication. 3. These inlets may be used with Alt. B structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the contract unit price for inlets (DT Bot) (Type F (or G)) (J Bot, Depth), Ea. ./ _ .l -11" ; To 2'-0" II Clea () 12" (� -D J'Notch Permitted (At The Option Of The Manufacturer) 43 x 3 x1y SECTION CC SECTION DD FDOT INLET TYPE "F" r3'-0„ I� • a , ;� •„ aA.a e a A. 2 1 /4 :e .e 2 -0ff i e 74 *w PLAN 3'-0" 3 3/4"--H- _ FRAME j --- j-i 11 3 3/4" 2'-3 5 8" i - r� r- i N STEEL GRATE H-20 LOADING ALTERNATE CAST IRON GRATE H-20 LOADING a "IkULLULLUT J a A• ♦d to s ' •e a E e ♦ •'.. Ai 2'-0" w a e.d 4. SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. FDOT INLET TYPE "C" FDOT-C.DWG 6/09/94 NTS DIMENSIONS & QUANTITIES D X A B C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe I Double Pipe Triple Pipe Quad Pipe Standard WeightPipe Extra Strong Pipe Single Pipe DoubleTriple Pipe Pipe Quad Pipe Single Pie Double Pipe Triple Pipe Quad Pipe 15 2 - 227 4.09 6.36' 8 .22 4.63 .2 1237 1.19 0.76 1916 1.54 1.94 8 70 11 12 18 2'-10" 2.36 5.12 7.48' 9' 1.,,v 4.92 7.75 10.58 13.42' 1.21 0.85 1.28 1.71 2.17 9 10 12 13 24 3 -5 253 7.18'� 9.71 7.03'� 11 1.73 5.50 8.92 12.33 15.75 1.25 1.02 1.58 215 2.75 10 12 13 15 30 4-3 2.70 9.25 11.95 903 1 2.00 6.08 10.33 14.58 18.B3 .29 2 1.23 1.95 2.74 1 14 15 17 36 5 -1 287 11.3 4.18' 1. 15 6.67 11.75 16.83 21.92 1.33 2 1.40 2.38 3.33 4.24 13 5 20 42 6 -0 3.05 13.37 8.4 .03' t 7.25 13.25 19.25 25.25 1.38 2 3" 1.80 2.8 4.04 5.26 14 17 9 248 6 -9 3.22 1543 18.65 15.03' 19, E 7.83 14.58' 21.33' 28.08' 1.42 2 3 1.81 3.28 4.70 6.14152117.49 20.88 17.03 21 8.42 16.08 23.75 31.42 1.48 3 4' 203 3.78 5,54 7.28 17 20 23 27 60 8 -6 3.56 19.55 23.11 19.03 23 3.00E 9.00 17.50 26.00 34.50 1.50 3 y 2.28 4.36 1 6.43 1 8.50 1 18 122 251 2 Paid For As n 6.42- n6.25- Dimensions permitted to allow use of 8• standard pipe lengths. 010.40' O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. A O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. r N _I�0,Beveled Or Round Comers Construction Joints Permittei 7--1l Grate -) ._ TOP VIEW -SINGLE PIPE SECTION Construction Joints Permitted rb 1 n:._,.- TOP VIEW -MULTIPLE PIPE Note: See Sheets 5 and 6 for details and general notes. *Slope: To i Pipe For Pipes 18" And Smaller 2:1 For Pipes 24" And Larger. 5'-1" V. .4a• • e� • .e. ''1((S ..a d. •. 4 'e :e e 2 1 /4" 2 1 /4" , :. ,I •ee PLAN SIDE DRAIN MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PIPE IFAVAVAVAVAVA FAVAVAVAVAVA FAVAVAVAVAVA SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS CAD 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 4'-1" WALL IS 36" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. FDOT INLET TYPE "D" FDOT-D.DWG 6/09/94 NTS -5 o In 0 0 X O U W H F- 0 0 00 ZO Z F- �_ a- � U v it U W W U) X a- o- W H 0 0 0 V) V) N O W w U El Q o N Z ,. N Q � N ❑ 0) 00 r- 4Lr) N r O Z WW>-to-oZW Z O tf') ZaQ m Q O ¢ K) mm � I d ZDOr*n Q ¢ o oNElWCKr Q n o a- a_ o z >_ 00 Or) to Q cO Z a-W_ W tNp M W z 0L'i qlz WZ Z _J W WZZ laJ ZXZF O-Z z_wzo Z it W w o Oo��� �z ¢~zo IY NtnwQ - N N tAJ 0 Z W= Q= Q Q O LL aWQ� w �m p W� O z W WOOV DO 0: �F M0 Z V !� V y l � s o�i •S •� C � �W tO co0 Co W .c � N d;� W ~ O ENO O ` X 0 a w 0 0 to 3 W a s = 0 00 a '0 N W cQ o O o k Q y Z > W W w G 0. o Z o Q _ O CD W a V UJ � Q V W � O DC ~ U. W O C7 0 � Z 40 W z Q Q O 17� > � W Q Q H E E T 13 N 0 3" DIA. BRONZE DISC 24" x 24" x 6" ANCHORED IN CONC. PAD THICK CONIC. PAD STAMP AS REQ'D TYP. EACH VALVE BOX. (SEE NOTE 1) SIZE OF VALVE #4 BARS ALL AROUND 3" DIA. BRONZE TYPE OF VALVE DISC ANCHORED SERVICE IN CONIC. PAD STAMP AS REQ'D. a d 16 BV d ° ATER ' . ° O A: -20 d:° d. DIRECTION & NO. 4f; • , OF TURNS TO WATER OPEN ° °' d ° d° ° . • .. 4. VALVE BOX 4 AND COVER (TYP.) 12" 0.1 ANCHORS CONCROOE P.S.I.IET. UNIMPROVED CONDITION TOP FLUSH WITH--\ FINISHED GRADE , _ 9" _, /- ASPHALT SURFACE BAS E 4" x 4" x 18" LONG MIN.) PRECAST POST VALVE BOX WITH 3" DIAMETER AND COVER BRONZE DISC SET IN (TYP.) GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHENTHE BRONZE IDENTIFICATION CITY OF OCOEE UTILITIES DEPARTMENT DISC IS NOT REQUIRED. 3. SCRIBE INTO THE CONCRETE, ARROWS INDICATING WHICH VALVE COLLAR DETAIL DIRECTIONS THE PIPE LINE TRAVELS AWAY FROM THE VALVE LOCATION. DATE: AUG 1999 DWG: FIG: 108 FINISHED GRADE \ 2" CAP 2 GATE VALVE 2" 900 BEND- o0 \lz •.' oO . p . 0. 0'O . p'0 • p • '. 0' O. 0' O. 0' O. O' O. o' O. o' O• o' O• o 0 0• o O• o' O. 0 0 0. 0' O. p o O. o 0 0• o' 0• o' O• o' 0 o' O. 0'0 * 0'0 6 0'0 6 0 o 0• o o D• 0 o 04 0' 0• 0 0.0 D. o' O. O o O. 0 o 0• o' O. 0' O. o o 0. p' O ff o o 0. o' O. p' O. p' O. o' O. o o D. 0' O. 0' O. 0 6 O. O' O. o' O. 0' O. 0' O. o o O. o o O. o o D• o' O o o 0. o o O. o o O. o o O. o o O. o o 0• o o O• o o 0• o O. 0 o D. 0 0 0. 0' O. p' D. o' O. o o O. o o D. o' O O' O. O' D. 0' O. 0' O. o o O. o o 0. o o O. o o O• o ff 2" 900 BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN -7 TAPPED CAP ` NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP-) AREA FOR - PLUG- "N"\\ _i" ARE TEA FOR OR i CROSS W/PLUG CROSS W/\\,�\\� TWO PLUGS TEE WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST -\ BLOCK (TYP.) 0/2 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST FITTING 0 EDGE OF TRENCH BENDS TYPICAL SECTION WYE ►I TEE W/ END PLUG WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR TEE AREA FOR PLUG THRUST BLOCK AREA SQ. FT.) NOTES: CONCRETE 1 • THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST THRUST BLOCK 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 0 MIL P 1 TO PIPE SIZE INCHES 99 BEND (SQ FT) 45' BEND (SQ FT) 22-1/2• BEND (SQ FT) 11-1/4' BEND (SQ FT) TEE do PLUG (SQ FT) DESIGN PRESS (PSI) 6 8 10 12 NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL (1,50D MIN) RESTRAINT BEARING. SEE NOTE $ * TO BE COMPLETED BY ENGINEER. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -\ ( ) R OR 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 102 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. CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE _ ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN T OPERATING NUT • p D • p'O .0 . 000.0 • p ' D • p ' D • 00. 000. 00 . p'D. p'D. p .0.0. O. p O. p G .0000 , 0 0 0, 0 .0 .0'O ..0 0 O• 0 0 0, 0 0 .00.0 '0.0 'O .Do p' O. oco 4 o o 0. . 0' O. p' O. 0' O. 0' O. p o 0. o' • o' O• o o°, 0 0°, 0 0 20. 0.0. 0.0. 0 0 0. p o 0. p o 0. o D• p o 0. 0 0 0. p 0 0. 0° I p n p 0 0° n p 0° n p 0° n p 0 °• p p 0 0° p 0° n ° n p n n 0 p 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES 3" MIN.) (SEE TYPE B W/ SIZE OF PIPE EDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) -� COMMON FILL SEE JN-OTE.47 IPE • O.D.. FINISHED GRADE /� y N o z V W W J cn 2 N 12" (TYP.)0 SELECT z COMMON o SELECT COMMON �i m z FILL��/ o``�/� wLd BEDDING ROCK oo`b o 0 0 `� /�� °- Ld FL PIPE BEDDING 000 (SEE NOTE 8 8c 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTME 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DETA FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE: AUG 799flDWG. FIG: 1 fUS 24" SQUARE OR ROUND AND 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2 - 4A AT 9" O.C. ALL AROUND COM PACTED BACKFILL - SEE NOTE 2 HYDRANT OPERATING NUT AS RFn'n -VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TE `A I-6" BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) •O o.° O 0• O O. p O o 0 0.0 0 . p' D, 0 , 0" O. • o O• o 0 o O o 0 0 0, 0 0 0, 0 .0 0, 0 0 2 O• o" L 0 , o o O o 0 °• 0 ° 0 0 o D• p O. O.000 .,*Do p O. 7• p O• c „ o° 0 D 0„ o o° • p CL ' 0 80 .0 0 0 0 c . pO . p0 . �' •o 0.0 0.0 o 0-C 0 . 0' 0-0' O. 0 o 0. C ,p-D,� 'D.0..o'Oo0'O000G O I 7. p' D. p' O. 0 a O.0 0 G o 0 0 01000.0 ,000,0 0 0, 0 0 0, C 100. 0 0 O. 00 n. .0 D. p u• o 0 • 00 • 0 '0 • O 00 - O. p O 0 . o -O . o -0 . 0 -0 . 7. 0' D, p o D. p' 0.00 0.0 D. p' 00.0 0.0 '. .SECTION A -A NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS FINISHED GRADE " MIN.) R3EE NOTE 8) J_ // :' ',• ..•' .. ' '.• •.:.//% INN Qw \\ \ M o SEE \\ NOTE •4.:• �.- z w x Ld COMMON FILL `r\\ PIPE...0.D.. /\or \ J 12" (TYP.) SELECT o w N /X Lli COMMON ~o `- UNDISTURBEDFILL m z �ARTH w w SEE NOTE 3) j\ ' \EDE NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. C� US m o p O U w tnF_ w w mm ❑ M: Z 00 z O v E3 U W W n_ a W N 0 to cW Li p WW o J El Q o I H z n N ❑ OD W Lo ci �t 1'7 N Z Lrw>-�-ozuf O z w Cn Un F_ Ld 0 Q m<< 0 mm¢� ILLI z � C) j e oN�� ❑ V)) o OL a o� Z �- ov to V) M a tf)`° z W- N O OW 4h mww z 0ELd `''Z z LLu WZZED W aOa�ZWZF 'ZoWWN0zZ (D NMF a zM ❑ WO Z>-F- ZN V)V)LL.a�d Lq 111 Z jE W= Q jQQ0 O LL_ aos>�- 1.0 w�aa. z W WLLJamV D O �O�® Z � y) L � cW cf) W� W �` c 0No c E f0 _0 O � CL mW � v 0 0 3 W 4� � ��3 >� N W C Q r 0 p Z Z y CL c O v Z C= O Li. J 1J_ ca W VLu O � Q W � 0 ~ LJL O GC > 3t 00 V W cc 0 � Lu Z Q ~ Q O pC Z p W 1- •�c � a J W 0 tJ Q S H E E T 14 N 0 GATE VALVE THREADED NIPPLE (TYP.) -� z �m cV O FINAL GRADE \-18" WIDE BY 6" THICK PAD UNDER ENTIRE FROM.. ASSEMBLY WITH #4 BAR MAIN 12" ON CENTER EACH WAY NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. GATE VALVE UNION �EE 2 REQUIRED) NOTE 2 90' BEND (2 REQUIRED) SUPPORT (3" AND LARGER) (2 REQUIRED) SERVICE I GATE VALVE — TEST COCK (TYP.) THREADED NIPPLE (TYP.) - FINAL GRADE FROM MAIN 18" DIAMETER BY 6" OR 18" x 18" x 6" CONCRETE COLLAR WITH 4 BAR ALL AROU D (2 REQ'D.) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. INLET TRAFFIC LID INLET LIQUID _ LEVEL BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY GATE VALVE UNION (2 REQUIRED) 900 BEND (2 REQUIRED) SERVICE GREASE CORPORATION STOP (1" MIN. _. cif -- w Q POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE COVER & FRAME COVER & FRAME THREADED PLUG d N. AWWA TYPE CC THREADS SADDLE — CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) FITTING MARK WITH � 1 '3/4" )/4" WOOD PAINTED BLUE & WITH CURB STOP LOT NUMBERS z 2 EA. Q H � w 0 POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY CITY) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX ASSEMBLY POLYETHYLENE TUBING 30 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. GREASE -►I 6' MAX. g6" °• ill' MIN. e . 08"e4 T •e 1 4'-0" $„ d o, a d••e.o, 2/3 L -� 1/3 L L — SAMPLING STATION (SEE DETAIL ABOVE) OUTLET THREADED SAMPLING STATION PLUG THREADED CLEANOUT CAP a ' e d• . —1 OUTLETi D BAFFLE OR CONCRETE FILLED BLOCK 1. STRUCTURE SHALL CONFORM WITH FLA. D.O.T. DESIGN STANDARDS. PROVIDE FOR A MINIMUM H-20 LOADING. 2. LIDS SHALL BE LABELED "GREASE". 3. STRAIGHT PIPE, INSTALLED AT A 45' ANGLE, WILL BE PERMITTED IN LIEU OF A 90' BEND BETWEEN COMPARTMENTS. 4. GREASE TRAP SHALL BE 2 COMPARTMENT TYPE. INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD PLUMBING CODES Imm1wirm N w � Vo z CLEAN -OUT SEE NOTE VARIES VARIES TH w z 1 6'Y BRANCH SEWER MAIN 6" 45° SIZE VARIES 1 BEND WYE WITH 6 BRANCH PLUGREMOVABLE � B'E 4D5° SLOPE TO TERMINAL DEPTH AT 1.0% MIN. ROTATE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE LATERAL FINISHED GRADE —SPRING LINE -SEWER MAIN DOUBLE LATERAL CLEAN -OUT (TYP.) SEE NOTE 1 WYE WITH 6" BRANCH LOT 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. w m 42 in p 0 o' 0 0 W EnU w w �2 El m. 0 0 z o z F-� o 55 R 0 of w con � n- o- W I- 0 0 0 (n InN 0 w w U El a 0" h z d N a � N p m m r- tD U7 d' to N o z xw>-w-ozw c� z Q) to 1~- 0 Q maQ o mmQ� I a z 0 oN n ❑ o a Oo z 00 c o 0)c, � a WV) N O z am to z AIL wZ z W Wzz tat �ZZF w m�g d ZwW,¢, a z cal w� z wo 0 k'-' z Q=-zo Intnwa - moocq to C9 z�W= ¢?QQo 0 5 _w ¢m 0 p WW¢p z > a W w 08 0 0 w DOE®. z cNi) y co t � CW 0 W� 0, OD W i` c No o v U of � > o 0 J w o 0, 3 W a v cop a yZ ''40 N W cQ ® Z G o� G C, � o O � V� u. co uj uj W � 0 u. O ui t� UJI 0 o W a _= Qco 0 J W tJ Q S H E E T 15 N 0 a LOT 1 PLANTATION GROVE SHOPPING CENTER PB. 43, PG. 10 J �+ CCNC �N a. 7" COT-1 OPUS SOUTH PB. 33, PG. 21 8" WATER STOP STOP STOP STOP STOP • .y EXISTING TREES • •a SdTO BE REMOVECh h h r i. ,• �, UU WN To / 7. Wpm SOD �C ASP' PArif" EXiS N1G'1.2 "*A R . EXIST. 2 CURB & GUTTER HANDICAPP Sr Sr EXISTING 18' P C EDGE OF PA MENT RAMP 2' Ht. Berm (Typ.) Si Sr Contour interval 1'. CONC MEDIAN EDGE OF PAVEMENT I O-P' KA ••�u. / r ,kA I •� r • . i • . c i •I� 1 BUSINESS It�� I0l� Ir- ISTING JIMA IRE HYDRANT WV ASPHALT U>4 CONIC MEDIAN 3:1 2' Ht. Berm (Typ.) Contour interval 1'. Fp�—PM 1 WV 2' CURB & GUTTER c-Ob CO-) `� MOORE ROAD 80' RIGHT OF WAY 15' waterline easement EXISTING 8' SAN SEWER LINE Existing 6" pvc water line to be abandoned SYM. QTY. BOTANICAL COMMON NAME SIZE Q Sobal palmetto/ Cabbage Palm 12' c.t. ht. Up Quercus vlrglana/ Live Oak Ulmus 'Drake'/ Drake Elm 95 gal. 3" dbh 10'-12' ht. x 5' spd. 65 2.5" dbh, parvifoila gal. 8'-10' ht. x 3' spd. E) Eriobotrya Japonica/ Loquat 25 gal. 2.5' dbh, 8'-10' ht. x 3' spd. Bc Butea capitata/ Pfndo Paim 50 gal. 8'-10' ht. Mg Magnolia grandiflora/ Main Street Magnolia 50 gal. 3' dbh 10'-12' ht., 5' spd min. LI QI LIgustrum I cidum/ Tree Ligustrum 150 gal. multi —trunk 2.5" dbh total 8'-10' ht. x 6'-8' epd. LI Quercus laurifolia/ Laurel Oak Lagerstroemia in lea/ Byers Crape Myrtle 65 gal. 3" dbh 10'-12' ht. x 5' epd. 25 gal. 8'-12' ht. M.S. RI Rhaphlolepls indlca/ Indian Hawthorn 7 gal. 30' ht. x 30" spd. Vo Viburnum odoratissimum/Sweet Viburnum 3 gal. 24" ht. x 24" spd. Sr Serenoo repons/ Saw Palmetto 3 gal Ic Ilex comuto 'Burfordi'/Dwarf Burford Holly 3 gal 18"ht.x 24" spd. Tj Trachelospermum josminoides/ Confederate Josmin 1 gal. Lm Lantana montevensie 1 gal. PI Pentas lanceolate/ New Look Red Pentas 1 gal. 8'-12' ht. M.S. Ann Annuals SOD St. Augustine 'floratom' All plant material shall equal the standards for Florida No. 1 'Grades and Standards for Nursery Plants", 1998 State of Florida Department of Agriculture. BUFFER A LANDSCAPING RESTAURANT SITE LANDSCAPE 6.14 C 1 REQUIREMENTS 2 SHADE TREES PER 100 LF 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER= 303 L.F. 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (A) ® 10' WIDTH MIN= 492 1 TREE PER 30 LINEAR FEET = 10 TREES. CANOPY TREES REQUIRED= 10 TREES PROVIDED = 11 TREES. UNDERSTORY TREES REQUIRED= 15 BUILDING OPEN SPACE= 1,940 S.F. CANOPY TREES PROVIDED= 11 50% SHRUB & GROUNDCOVER AREA = 970 S.F. UNDERSTORY TREES PROVIDED= 15 SHRUB + GROUNDCOVER PROVIDED = 1,065 S.F. PARKING LOT LANDSCAPING RETAIL OR DAYCARE SITE LANDSCAPE 6.14 D1 REQUIREMENTS 6.14 A 2+ 3 REQUIREMENTS TOTAL QUANITY OF PARKING STALLS= 270 TOTAL BUILDING PERIMETER= 460 LF. 1 TREE PER 30 LINEAR FEET _ 15 TREES. REQUIRED SHADE TREES= 68 TREES PROVIDED = 16 TREES. PROVIDED SHADE TREES= 68 BUILDING OPEN SPACE= 2,891 S.F. 6.14 D 2 REQUIREMENTS 50% SHRUB & GROUNDCOVER AREA = 1,446 S.F. = SHRUB + GROUNDCOVER PROVIDED 1,080 S.F. TOTAL PARKING LOT LANDSCAPE AREA= 19,851 S.F. 50% OF PARKING LOT LANDSCAPE- 9,926 S.F. SHRUB & GROUNDCOVER AREA PROVIDED= 10,123 S.F. BANK SITE LANDSCAPE 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER= 134 LF. 1 TREE PER 30 LINEAR FEET = 4 TREES. TREES PROVIDED = 5 TREES. BUILDING OPEN SPACE= 1,662 S.F. 50% SHRUB & GROUNDCOVER AREA = 831 S.F. SHRUB + GROUNDCOVER PROVIDED = 836 S.F. RECLAIM O WATER MARKER TOP OF BANK mnr nr WATER EXISTING BACKFLOW PREVENTER/STUBOUT H SIDEWALK M EXIST. 2' CURB & GUTTER m r m o 0 O U W o El w Z cr C Z o H O D_ V) U UJ F— O O U 0 El �h Q FW— Z Q L� N C3 ❑ a7 ao t\ t0 u) 'It tO N Z WW>_W_0ZW CD Z Ln F— O CO d"mmza O w _II � M n M a z i^ a 0 6N1�'� El n o L a. o Z i ()0WV M rn U) (O Z a Ir MW a O W w a Z J Un Cj .�iW�ZO W m Z Z < z Q H z LadWN O_ O— Z Z Z N O Z W O ❑ gZ Q=) Z N V) p W Q D- Z00 Wp ZOf FSI?= =�QO O aWQa �� p W W 0 Z m V U) zF— � OE® _ V L q) s O i V w 0 dDD- RZ C N W o aN0E r� d 0. kW Wow a� O 0 .r. a 0 LO � �0� W a 3 V >7rZ CO O N W C 'Q 0 o .j Z aW Z WW CEO C c V a a Q ■ ■ �•i >-. LL; �. W � V o oc �C ~oLLJ a W CL oLAJ z ~ O •J 2 Q CW V a S H E E T N 0 PART 1.0 GENERAL 1.1 DESCRIPTION OF WORK Awarded bidder shall provide and install trees, shrubs and sod in accordance with the landscape plan and specifications. 1.2 DEFINITIONS A. "Final Acceptance" shall mean that point in time when all requirements of project drawings are completed, including any punch -list items, to the satisfaction of the customer. The awarded bidder shall be notified of final acceptance by the customer or their representative. B. "Maintenance Period" or "Warranty Period" shall begin when plant material is installed and continue for a twelve (12) month period after notification of Final Acceptance. C. "Final Maintenance Inspection" shall occur at the end of the twelve (12) month maintenance period. D. "Nursery -grown" shall mean grown in the nursery from liners or collected and then grown in a nursery not less than 2 years. E. "Healthy, vigorous condition" shall mean live foliage out to the tips of all branches and stems, and a trunk caliper that is bigger, 12 months after planting, than at planting. Healthy, vigorous palms have new fronds developing with no necrosis or chlorosis and are green in color. Shrubs shall have live foliage out to the tips of all branches. 1.3 QUALITY ASSURANCE A. The installation shall be by a single firm specializing in landscape horticulture. All landscape material shall be provided by the awarded bidder, as specified on the plans. B. Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint committee of Horticultural Nomenclature. Names of varieties not listed there shall conform generally with name accepted by the nursery trade. Stock provided shall be true to its botanical name and legibly tagged. C. Awarded bidder shall provide photographs of plant material prior to installation. D. Plant selection shall comply with sizing and grading standards of the latest edition of Florida Grades and Standards for Nursery Plants. All plant material shall be "Florida Fancy" or "Florida #1 ". E. Substitutions shall not be accepted and will constitute an unresponsive bid. F. Trees, Shrubs and Groundcovers: Provide trees, shrubs and groundcovers of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of the local government. Provide healthy, vigorous stock, grown in a recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun -scold, injuries, abrasions, or disfigurement. G. The customer or their representative shall inspect for quality assurance and approve plant material at either the nursery or project location, prior to installation. H. Local government reserves the right to reject any and all plant material. 1.4 SUBMITTALS A. Awarded bidder must submit certificates of inspection, analyses for soil amendments, and labels for herbicides, insecticides and fertilizer materials. B. Awarded bidder must submit the following material samples: 1. Mulch 2. Topsoil 3. Pre -emergent herbicide 4. Fertilizer 5. Photographs of typical plant material 1.5 JOB CONDITIONS A. The customer or their representative will provide "Notice to Proceed" to the awarded bidder. B. Awarded bidder is responsible for protecting utilities, paving, and other facilities from damage during landscape installation. Awarded bidder must notify "Call Sunshine" (800-638-4097) 48 hours prior to beginning work. C. Awarded bidder must protect plant material from desiccation during transport and installation period. In most instances, this means daily irrigation. D. Awarded bidder must familiarize themselves with existing project conditions, e.g., utilities, soil strata, drainage, and sightlines, prior to installation. Conflicts should be addressed with the customer or their representative. E. Work along city, county, or state right-of-way must comply with the appropriate regulating authority's guidelines for "Traffic Controls for Construction and Maintenance Operations". Awarded bidder shall be responsible to file and obtain any and all required agency permits. F. Awarded bidder must provide tree protection within the scope of work. Refer to local government tree ordinance for specific requirements. 1-1 2042VADW M I I »I'll, Le1E:111111111CI_1I117�IRr; 2.1 TRANSPORTATION A. Tree root balls shall be irrigated just prior to shipping. Trees shall be secured in the truck so as not to roll. Do not allow closed trucks to remain standing in the sun in hot weather unless they are air-conditioned. B&B trees shall have their root balls shrink-wrapped prior to transporting them from the nursery. Trees and shrubs shall be shipped to the site in enclosed vans or covered with woven shade tarp. B. Deliver sod within 24 hours of being harvested. Do not deliver more sod than can be laid within a 24 hour period. 2.2 UNLOADING AND HANDLING Trees will be rejected if they are dropped to the ground suddenly. Container grown and boxed trees shall be lifted with a forklift under the container or carried by hand by the lip of the container. Trees may be lifted by wire loops inside the container. Trees may not be lifted by the trunk. Balled and burlapped trees shall be handled by the root ball in a manner that does not deform the shape of the root ball. Trees shall not be handled by the trunk. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE Irrigate trees and shrubs as soon as they arrive at the planting site. After plant material is unloaded from the truck, it shall be stood and stored in the erect position and irrigated twice daily with 5 gallons per inch trunk diameter or 1 gallon for every 3 gallons of container until planted. Shrink wrapped B&B trees and plants in plastic containers shall be stored in the shade. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREES A. Nursery stock shall meet the minimum dimensions for height, spread, caliper and root ball as described on the landscape plan. On large maturing and medium maturing shade trees, the tip of the dominant leader shall be the tallest part of the tree. Trees with leaders topped or headed within the last year shall be rejected. B. Caliper measurement shall be taken six (6) inches above grade if four (4) inches or less. Trees greater than four (4) inches in caliper shall be measured at twelve (12) inches above grade. C. Field -grown trees and palms shall be nursery -grown and hardened off (pre -dug) for a minimum of six (6) weeks prior to delivery to job site. Container grown trees shall be nursery -grown. D. Trees must be healthy, vigorous and full with good branch distribution. Trees with bark included within major branch unions will not be accepted. E. Root balls of field -grown trees must be intact and protected from desiccation with black plastic wrap. Container trees must have the container on the root ball or the root ball must be appropriately protected from desiccation. Trees with root balls that have bound or girdled roots shall be rejected. Threes with synthetic burlap will not be accepted. F. The tip of the first major root originating from the trunk must be within one inch of the tip of the root ball. If the first root is deeper than this, the tree will be rejected. G. Container trees should have few, if any, roots on the outside surface of the media. H. Trees must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. SHRUBS A. Provide shrubs at the minimum height and spread listed on the landscape plan. All shrubs must be healthy and vigorous with good branch distribution. B. Container grown shrubs shall have no circling roots and few, if any roots on the outside surface of the media. C. Shrubs must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. GROUND COVER A. Provide plants established and well rooted in containers to the minimum height and spread listed on the landscape plan. A. Provided strongly rooted sod, not less than 2 years old, free of weeds and undesirable native grasses having been cut to a mowing height of one (1) inch or less prior to lifting from the field, and machine cut to pad thickness of 3/4 inch, excluding top growth and thatch. Provide sod only capable of vigorous growth and development when planted (viable, not dormant). It shall be nursery grown and planted in locations as delineated on the landscape plans. B. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. 3.2 ACCESSORY MATERIALS A. Refer to the drawings and other parts of specifications for accessories specifically used on this project. B. Backfill soil shall match textural condition of existing soil. No soil amendments are necessary. Soil in sidewalk cut outs, parking lot islands, and other small spaces to be replaced with native topsoil to improve conditions. All construction debris, rocks, sticks, limerock, shell, ect. Are to be removed from the entire planting area. C. Fertilizer shall be complete with approximately the following ratio: 3N-1P-3k (+Mg for palms only) D. Mulch shall be derived from an exotic invader tree species, e.g. Melaleuca, and shall be clean and free from weeds and other debris. Alternative products, e.g., Eucalyptus or pine bark or straw may be considered. Bald Cypress mulch will not be accepted. E. Pre -emergent herbicide: apply granular Chipco "Ronstar" or approved equal at label rate. F. Trees shall be secured using three-quarter (3/4) inch elastic guys (3). G. Palms shall be braced as shown. No nails, screws or other securing devices may be driven into the trunk. PART 4.0 EXECUTION [JEW03elia ' 111 A. Awarded bidder shall provide and install all trees, palms, shrubs and groundcovers in the quantities and dimensions indicated on the landscape plan. B. Commencement of work: Work under this awarded bid shall be completed in an orderly, business -like fashion. Once work has begun, it shall continue on consecutive working days until it has been completed. Sundays, Saturdays, holidays and stoppages due to inclement weather delays or caused by the customer shall be excluded. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. All landscape material is to be planted in accordance to the landscape plan and attendant exhibits. Good horticultural practices must be observed. B. Trees and palms are to be planted out of the right-of-way (ROW) at a minimum of four (4) feet from back of curb at locations identified on the landscape plan. All shrubs are to be a minimum of two and one half (2.5) feet from back of curb as shown on landscape plan. Awarded bidder shall stake and/or paint planting locations in the field. Upon approval by the customer, these areas shall be sprayed with an approved herbicide and maintained weed -free for the duration of the project. C. Excavate planting holes with vertical sides. Do not disturb soil at bottom of planting holes. Make excavations twice as wide as the root ball diameter and slightly less (two inches) than the distance between the top -most root in the root ball and the bottom of the root ball. Alternatively, excavate the hole slightly wider than the root ball and place the root ball in the hole so the top -most root is even with or slightly (two inches) higher than the surrounding landscape grade. Then, loosen the surrounding soil out to a diameter equal to twice the diameter of the root ball. Finally, push the loosened soil toward the root ball to fill the hole. If water fills the bottom of the planting hole, add soil to the bottom of the hole until the water is covered. Pack the added soil firmly. Place the root ball on this packed, solid soil, not in water. No part of the root ball shall be placed in water. If necessary, bring in soil similar to site soil to cover the sides of the root ball, creating a raised mound. The base of the mound (i.e. the outer diameter created) shall be at least six times the diameter of the root ball. When planting on a slope, the top -most main root in the root ball shall be even with the grade on the uphill side of the tree. Site soil will need to be added on the downhill side to cover the sides of the root ball and to construct the soil berm to hold water. The amount of soil added on the downhill side will depend on the slope and size of the root ball. D. Remove all wood, plastic, or gro-bags from the root ball. Set plants in center of holes with the top -most root in the root ball at the same height or slightly higher (2 inches) than finished landscape grades and plumb trees so the trunk is vertical. Backfill field soil around sides of root mass and work each layer to settle and eliminate voids and air pockets. Material must be watered in as planted. Provide approximately 5 gallons of water per inch of trunk caliper or 1 gallon per 3 .gallons of container to the root ball once all backfill is filled in around the root ball. E. Provide a 2-3" high soil berm around the edge of tree root balls to from a shallow saucer to collect water. The watering saucer, regardless of hole size, is to be at edge of root ball. Alternatively, cobra edging is to be installed at the edge of the root ball. F. Broadcast over the root ball and back fill soil, at the recommended rate, a broad-spectrum pre -emergent herbicide prior to mulching. G. Apply a controlled -release fertilizer to the soil surface under the mulch at 11b. Nitrogen per 1000 ft2, prior to mulching. No other amendments are necessary. H. On trees up to 4" caliper, apply a three (3) inch layer of mulch to an eight (8) foot diameter circular area around the trunk. On larger caliper trees, apply a two (2) foot diameter mulch area for each inch of trunk caliper. No mulch shall be applied to the inner half of the root ball surface. All other planting beds are to have a minimum of 3" of mulch. Trees and palms are to be secured by awarded bidder. GROUNDCOVER A. Space ground cover plants as indicated on the landscape plan. B. Dig holes large enough to allow for spreading roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns with wet soils. C. Mulch area between ground cover plants, place no less than 3" of mulch. 181,+lel L11111 A. A representative will inspect all landscape material during installation. Material that is in shock or has been damaged during installation shall be replaced by awarded bidder within five (5) working days from notification. B. Remove from work site all excess materials (e.g., soil, debris and equipment) daily through duration of project. Damages resulting from installation shall be repaired by awarded bidder. C. Pruning: If there is a double leader in the top half of the tree, shorten one, by the about one-half, back to a live branch that points away from the tree and is at least one-third the diameter of the cut leader. Remove broken portions of damaged branches back to a live lateral branch. Prune shrubs to retain natural character. D. Remove all string or wire wrapped around tree trunks. Remove all straps, rope and string used to lift the root ball. Remove all burlap and wire from the top of the root ball. 4.3 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the customer representative upon awarded bidder's request. Provide notification a minimum of five (5) working days before requested inspection date. Planted areas will be accepted provided all requirement, including maintenance, have been satisfied and plant materials are healthy and in vigorous condition. B. The customer or their representative will prepare a "punch list" of those items, which must be corrected before re -inspection for final acceptance. The representative will determine an appropriate time period for corrections. Awarded bidder must request re -inspection two (2) working days in advance. u , A11J1r0ff_P►W2 A. Begin maintenance immediately after planting. Maintain all plant material until final acceptance and for a maintenance and warranty period of twelve (12) months after final acceptance. B. Maintenance shall include but is not limited to pruning, cultivation, mowing, weeding, fertilizing, watering, and application of appropriate pesticides necessary to maintain plants in healthy condition. 1.) Reset settled plants to proper grade and position. 2.) Restore soil berm and mulch layer. 3.) Tighten and repair elastic guys or other supports 4.) Correct defective work. 5.) Remove and replace rejected material within one (1) working day from notification. 6.) Maintain mulch surface weed -free. C. All palms are to be pruned to remove dead fronds, and fronds with a petiole that droops below horizontal. Dead fronds are those with less than 50% green tissue. Only those fronds with petioles drooping below horizontal (9:00-3:00 o'clock) should be removed. All seedpods are also to be removed including those originating among remaining fronds. D. The contractor is entirely responsible for the irrigation through final acceptance and twelve- (12) month warranty period. E. Upon satisfactory completion of maintenance period as determined by final maintenance inspection, the client or an appointed landscape maintenance company will assume maintenance responsibilities. F. All stakes, supports, and associated hardware shall be removed 12 months after planting. Notes on Irrigation 1. Delete daily irrigation when planting in winter. Irrigation frequency can be reduced slightly (e.g. 2-3 times each week instead of every other day) when planting hardened -off, field grown trees that were root -pruned during production. Establishment takes 3 to 4 months per inch trunk caliper. 2. Irrigation frequency can be reduced slightly (e.g. to one or twice each week) when planting hardened -off, field grown trees that were root -pruned during production. 3. At each irrigation, apply 2-3 gallons per inch trunk caliper to the root ball. Apply it in a manner so all water soaks into the root ball. Do not water if root ball is wet/saturated on the irrigation day. 4. Trees take much longer to establish that 3-4 months per inch trunk caliper. 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R D r, I milli Zil 1 030, 60' SCALE: 1 " = 30' — — wm_ IRF IlCtA "ICN LEGEND 5*T'M50LS MFR DESCRIPTION NOZZLE PSI GPM RAD REMARKS cc RTO I R8 1O 1806-�" SPRAT POP-UP 10 25 SEE CHAR 9 SEE DETAIL 12 11 O RAIN5IRD z OR TORO 3'Xi'- SIDE STRIP 28ST 40 138 2'Xi' SEE DETAIL o� W RAINBIRD W J OR TORO 4'X30'- SIDE STRIP 46ST 30 1.44 41X30' SEE DETAIL p H C RAINBIRD RC-1260C ELECTROMECHANICAL CONTROLLER. TO BE LOCATED OUTSIDE ONE OF SEE DETAIL 3 OR TORO THE BUILDINGS, WITH MINI -CLICK II RAIN SENSOR. (120 VOLTS 10 AMP BREAKER.) 0 4 WATTS 1" DOU5LE CHECK VALVE BACKFLOW DEVICE. INSTALL PER INSTALL WITH 1 GALVANIZED STEEL PIPE RISERS AND FITTINGS, LOCAL CODES W C oc RAINBIRD TORO 252-Oro-04 OR RAINBIRD SERIES ELECTRIC REMOTE VALVE, o z H OR TORO SIZE PER PLAN. SEE DETAIL cc CL — — — — — — APPROVED SCH 40 PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 40 PVC/OR SDR 26 CLASS 160 LATERAL LINE AS SHOWN UNTIL A SMALLER SIZE SEE DET�41L 18 SHOWN. USE �1 " PIPE ON ALL HEADS WITH A TOTAL OF 4 GPM. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ APPROVED SCH 40 PVC SLEEVE -MIN. (2 DIAMETERS GREATER THAN INTERNAL PIPE) SEE DETAIL 0APPROVED 3" IRRIGATIN WATER METER 5Y OWNER WITH 1" li BACKFLOW PREVENTOR SEE DETAIL 0 INSTALLED ON 1 1/4 GALV. STEEL PIPE RISERS AND FITTINGS. NOZZLE CW ART Spray MPR Ra d ius Pressure F I ow Spray Pattern Nozzle ft. psi GPM Trajectory 360'Arc O 15F 14' 25 330 30' 12F 11' 25 2.40 30' ]OF 9' 25 IA4 15' 8F �' 25 0 82 100 2'10'Arc 11 15TO 14' 25 2.48 30' 12TO 11' 25 1.80 30' 180'Arc w 15H 14' 25 1.65 30• 12H 11' 25 1.20 30, 10H 9' 25 012 15' SH 7' 25 0.41 10' 135'Arc ' 15T 14' 25 1.10 30' 12T 11' 25 020 300 10T 9' 25 0.53 15' ST i' 25 02-7 10' 90"Arc 15Q 14' 25 0.62 30' 120 11' 25 0.60 30' 10Q 9' 25 03ro 15' 8Q �' 25 021 10' m o 77 111 U W Z O Z f— O 2 F- Of U V) w o F_ Z O El _J LIJ a F_ Z Q LL o ❑ rn f` co u) V_ t7 N '- Z �w>—vl—ozv� O Z h LO O am O O II mU aQLd Z Qw a o oN p ❑ n o w d o z o U) cn �_ Q '° Z_ a� m� Ud w¢ Z J Ld w Z Z p a Lj Z Q w 1- O Z cn w d O�Z _ZZO ❑ Z3wo NgzF Q� z N N p w Q tam'! li z Zw =F-¢o O � 3p� �0 a W aW< �w p W wo0U F-a it O w o w Z m U mp V h L s .0 Jz C c W �... N m �. W o �NC42 E It 0. �tW 0'6C 0 J a�if °03 W i y 0 N Uj Q o W 2m ® Z � CL Z W � 'W' w \\ y 2 V Z r . r S H E E T I R R N 0 m 0 o 5 o 0 O U W V) t— � Elf Z Z w ❑w 0p 2 Z 00 O UCL U U U EL CL LrJ 1-- VI:MCAL LAMP 0 w o O DIMENSIONS ARM MOUNT POLE TOP MOUNT A � A �B n B A B C EPA V-S 23' V-M 23' V-L 27' "23-2.9 E:Add 3' to Dimensionion. MOUNTING BRACKETS 0 BOLT ON ARM Qom, rt�l POLE TOP MOUNT QUICK FIT ARM Approved By:_ Project Name: Location: _ Date: VERTIC.. , LAMP ..:.. SPECIFICATIONS HOUSING The V Series housing is designed to ensure weather -tight construction and is fabricated from .063" thick aluminum. Continuous heliarc welds at all seams produce a clean sharp appearance. The bottom access door provides ease of installation and servicing. LENS AND FRAME The standard lens is contoured impact resistant tempered glass, sealed with a poron gasket to a one-piece lens frame made of .063" thick die formed aluminum. The lens door frame is attached with 2 stainless steel hinges, is equipped with a spring -loaded fastener for easy access, and closes securely on a poron gasket preventing entry of moisture and insects. FINISHES Fixtures are finished with a thermoset baked -on polyester powder finishing process to give the fixture an exceptionally attractive appearance. The polyester finish withstands extreme weather change without cracking or peeling. Standard and custom colors available. REFLECTORS/DISTRIBUTION PATTERNS Fixtures are equipped with a state of the art Everbright— polished aluminum segmented reflector available in five distribution patterns with vertical burn lamps: Type II (2), Type III (3), Type V (5), Perimeter Forward Throw (FP) and Automotive Forward Throw (AF). LIGHT SOURCES Designed to operate up to 1000 Watt High Pressure Sodium and Metal Halide BT-37 reduced envelope 1000 Watt Metal Halide lamps and 1500 Watt standard lamps for larger housings. SOCKETS Glazed porcelain rnogul-base sockets feature spring -reinforced contacts. Rated to 60OV. BALLAST CWA or HPF regulating auto transformers. Available in Metal Halide or High Pressure Sodium. Starting temperature is -20 F for Metal Halide and -40 F for High Pressure Sodium. Maximum wattage is 1500W. BRACKETS Bolt On Arm: 6" x 2" x 10" extruded aluminum arms are shipped standard. Quick Fit Arm: are fabricated to fit any size tenon or pole top. Fixtures are manufactured with a fixed -arm which easily slips into the quick tit adapter making field installation SIMPLE. Pole Top: Cast aluminum mounting hub with four heavy duty aluminum rods welded to the center and door frame. Ostedus for wet 1—lions. WLS LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.O. Box 100519 v Fort Worth, TX 76185 800.633.8711 n Fax: 817.735.4824 s www.wislighting.com FIXTURE MOUNTING �� a CONFIGURATIONS N E© POLE TOP SINGLE D900 D180" T90" TN120' Q90" MOUNT OPTICS 0 0 TYPE 11 (2) TYPE 111(3) FORWARD THROW (FP) TYPE V (5) NOTE: Based on MH vertical burn. Consult factory for accurate optics. ORDERING INFORMATION SELECT APPROPRIATE CHOICE FROM EACH COLUMN TO FORMULATE ORDER CODE. Refer to example below. I V-S 2 - Type If 70W MH - Metal Halide C d 490V BR2 - Bronze LL - Less 3 - Type Ill 100W PS MH - Pulse -Start G -Flat Glass MT - Multr Tap3 BLK - Black Lamp FP - Perimeter Forward 150W Metal Halide (Clear TT - Trl Tape PLT - Platinum HL - Horizontal Throw 175W (320, 40OW) HPS- High Pressure Tempered Glass) BUFF- Bull Lamp (1000 Watt 5 - Type V 250W Sodium WHT - White only) A - Automotive 320W GRN - Green GS - Glare Forward 40OW CC - Custom Color Shield BKT-WM - Wall V-M 2 - Type 11 40OW MHR - Metal Halide 3 - Type Ili Reduced Mount Plate FP - Perimeter 750W (1000W) QF - Quick Fit Forward i000w SMHR - Super Metal Ann Mount Throw Halide Reduced QR -Quartz 5 - Type V PSMH - Pulse -Start Restrike AF-Automotive Metal Halide PC - Photo Cell Forward HPS - High Pressure Sodiuml SF - Single Fusing OF - Double V-L 2 - Type 11 1000w MH- Metal Halide 3 - Type ill 150OW HPS - High Pressure Fusing FP - Perimeter Sodium NO - No Options Forward (1000w) Throw 55-- Type/V/ \ �\ V-M 5 1000 MHR (EXAMPLE ORDER) ORDER: WLS NOTE: 1. Voltage for 750W High Pressure Sodium must be specified. 2. Consult factory for international voltages. (120, 277, 347 Voltage) 3. MT - Multi Tap is shipped standard unless otherwise specified. (Multi Tap consists of 12OV, 208V, 240V, and 277V. Multi Tap is pre -wired for highest voltage. Alternate voltages will require field re -wiring.) Approved By: Project Name: Location: Date: CT MT BRZ NO WLS LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.O. Box. 100519 v Fort Worth, TX 76185 800.633.8711 s Fax: 817.735.4824 8 WWW.WiSlighting.COM J Q I 0 0 U-1 Z sf N Q � N � ❑ N O Z MW9—W-0ZW C7 Z ~ w U CY) In Ln O Q m mm¢Q o m O _ d Z O �p r4) O 0of 0 N Q p ❑ 0 W a- d O re z 00 fn 0 t0 if)`° W !2 Q Z_ n—.i ID MW Z Ud q1tWZ Z �ZZF LLJ WZZ t,i Of m 0 L WWWN d( z ZIr0 2WZo%? Cn w0 O aF❑ Wz < 1 Z N V) V) F- Q-'��QO 0 Z§00 Q wWaLLJ 0. J w =� >m I 0 WOOV DO �0bg z V Q) t y C C NO V w 0 CID N LU r C ` .tt '= V)N�E •, U CL W W ati O Q v 0 ° 0 3 UJ t) ° I 3 > -q- N W cQ o .J 'Q v H Z W o t► V O o Q Cn O UJ U. W UJ V O � V ~ O '' LLJ (D V = CD CC J Z W ~ 'Q O � UJ Q W Q DC J ci W pC • s V cc Q S H E E T A 1 N 0 + a N CB TO i 70P=128.37 N.INV.-123.. .L p",S.W.INV.-12 r i i _ r CB TOP=12&63 #. N.E.INV.=124.28 LOT _nf-'l_Iw' snull-< 'P 21 / u.0 N89054'50"E LOT 1 PLANTATION GROVE SHOPPING CENTER PB. 43, PG. 10 EDGE OF WATER 1 FD BRASS DISC ORANGE COUNTY L 933-004 h�. RAMP Cv .:O T QPUS ':ZOUTH PE �� O Z O 7-h N O La6ohC W Sanitary9 Manhole Rim-12 1 i � ca / yr Ay �G Q 1 3 ��0 N89'38'25"E cB 21.00' TOP=129.36 N.E.INV.=124.77 EDGE OF PAVEMENT 2' CURB & GUTTER Ca> MOORE ROAD 80' RIGHT OF WAY C'c!� Sanitary Manhole Rim-129.49' Inv—S-124.32 Inv—W-124.46 Inv—N-124.28 LEGAL DESCRIPTION: LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. GRAPHIC SCALE 25 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR RIGHTS OF WAY OR EASEMENTS OF RECORD OR OWNERSHIP. 2. BEARINGS BASED ON ASSUMED S00'21'35'E ALONG THE EAST PROPERTYLINE. ALL DISTANCES AND BEARINGS ARE PLAT UNLESS OTHERWISE NOTED. 3. ONLY VISIBLE IMPROVEMENTS SHOWN, NO UNDERGROUND UTILITIES OR FOUNDATIONS LOCATED BY THIS SURVEY. 4. ELEVATIONS ARE BASED ON BASED ON NGVD 1929, DATUM. SITE BENCHMARKS N RIM STRUCTURES LEGEND: Co.) RAMP Cv .:O T QPUS ':ZOUTH PE �� O Z O 7-h N O La6ohC W Sanitary9 Manhole Rim-12 1 i � ca / yr Ay �G Q 1 3 ��0 N89'38'25"E cB 21.00' TOP=129.36 N.E.INV.=124.77 EDGE OF PAVEMENT 2' CURB & GUTTER Ca> MOORE ROAD 80' RIGHT OF WAY C'c!� Sanitary Manhole Rim-129.49' Inv—S-124.32 Inv—W-124.46 Inv—N-124.28 LEGAL DESCRIPTION: LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. GRAPHIC SCALE 25 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR RIGHTS OF WAY OR EASEMENTS OF RECORD OR OWNERSHIP. 2. BEARINGS BASED ON ASSUMED S00'21'35'E ALONG THE EAST PROPERTYLINE. ALL DISTANCES AND BEARINGS ARE PLAT UNLESS OTHERWISE NOTED. 3. ONLY VISIBLE IMPROVEMENTS SHOWN, NO UNDERGROUND UTILITIES OR FOUNDATIONS LOCATED BY THIS SURVEY. 4. ELEVATIONS ARE BASED ON BASED ON NGVD 1929, DATUM. SITE BENCHMARKS N RIM STRUCTURES LEGEND: Co.) DENOTES UTILITY POLE WM m DENOTES WATER METER OHE DENOTES OVERHEAD ELECTRIC -Q- DENOTES SIGN EB DENOTES ELECTRIC BOX WV DENOTES WATER VALVE ® DENOTES DRAINAGE MANHOLE CB ❑ DENOTES CATCH BASIN QS DENOTES SANITARY MANHOLE DENOTES LIGHT POST DENOTES CURB INLET DENOTES FIRE HYDRANT RCW DENOTES RECLAIM WATER LINE CERTIFIED TO: CONC DENOTES CONCRETE ASPH DENOTES ASPHALT INV DENOTES INVERT RCP DENOTES REINFORCED CONCRETE PIPE BPP DENOTES BLACK PLASTIC PIPE CB DENOTES CATCH BASIN C&G DENOTES CURB & GUTTER MES DENOTES MITERED END SECTION (i DENOTES CENTERLINE FPC-PM DENOTES FLORIDA CORPORATION MARKER N&D DENOTES NAIL AND DISC FF DENOTES FINISH FLOOR FD DENOTES FOUND IR&C DENOTES IRON ROD AND CAP ID DENOTES IDENTIFICATION PB DENOTES PLAT BOOK PG DENOTES PAGE CERTIFICATE: I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61G 17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VAUD. e--1 co CO T--q co zl- 0 N LO LO T--q CO 0 V T4 P —4 W H A co Q � Q I� � o w 0 A o LO W LO 0 a A x a � � a 0 F m p LEI Y W V U U) m p Lj � V Q W p O DO >— m r- p LiJ 0 Q W p p BY: GARY A. BURDEN FLORIDA REGISTRATION NO. DATE: 3691 LB#6529 PROJECT N0. 03089 ITEM NUMBER IV. D PUBLIC HEARING Ingram Trails Preliminary Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: April 6, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Thomas Grimms, AICP, Senior Pla THROUGH: Russ Wagner, AICP, Community Development Director Ole SUBJECT: Ingram Trails Subdivision Preliminary Subdivision Plan Project # LS-04-019 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Ingram Trails Subdivision? BACKGROUND: The Ingram Trails property includes approximately 20.482 acres. The property is located on the southwest side of Ingram Road near the intersection of Ingram Road and Clarcona-Ocoee Road. The subject property contains a house, several agricultural buildings as part of a former horse farm operation, with a mixture of secondary growth trees at the north 1/3 of the property. The West Orange Trail runs along the south and west boundaries of the subject property. The Future Land Use designation for the subject property is "Low Density Residential' (up to 4 DU per acre) and the zoning designation is R-1AAA "Single Family Dwelling". The surrounding land to the northeast, on the opposite side of Ingram Road, is an enclave in unincorporated Orange County zoned A-1 "Citrus Rural District", and the existing land use is a mixture of residential with minor agriculture activity. To the east is the vacant, tree covered Meadow Lakes LLC property, zoned R-1AA (LUP pending for Arden Park residential PUD with approximately 950 single-family and townhouse units). To the south is the vacant, tree covered 99.93 acre Whispering Pines property, which is in the process of annexation with proposed Future Land Use designation of "Low Density Residential' and a proposed zoning of "Residential Planned Unit Development". To the west is the Forest Lake Golf Course. To the north is vacant land zoned R-1AA. DISCUSSION: The proposed subdivision will be developed in one phase and consist of 55 single-family residential lots with a typical lot size of 9,000 square feet and a minimum living area of 1,400 square feet. Sidewalks for the approximately 36 students and others will be provided along both sides of all internal streets. A 6-foot sidewalk will also be installed along the subdivision where it fronts on Ingram Road. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Ingram Road to the north boundary of the subdivision and southward along Ingram Road to the southeast tip of the property boundary near the Clarcona-Ocoee Road/Ingram Road intersection. Both retention ponds will be dry and not required to be fenced since they will be 5:1 slope, although the developer does plan to install a 6-foot high decorative aluminum fence with brick columns on the northeast and south side of the retention pond at the Clarcona-Ocoee Road / Ingram Road intersection. A park will be provided at the north end of the subdivision and will include a tot lot and a 250 square foot permanent outdoor meeting space in the form of a gazebo. Water and wastewater will be provided by Orange County while reclaimed water, solid waste and police and fire protection will be provided by the City. As shown in the Preliminary Subdivision Plan, Ingram Trails Subdivision will have one access point from Ingram Road with a left turn lane into the subdivision. Ingram Road contains a 60-foot wide right-of-way from Clarcona-Ocoee Road northward to McCormick Road. Accordingly, the developer is not dedicating any additional land on the west side of Ingram Road for future widening. The developer will, however, construct the following improvement: Ingram Road shall be improved to a paved 24-foot wide curb and gutter roadway section as shown on the Preliminary Subdivision Plan. Paving of Ingram Road from the northern tip of the property to the southern tip of the property was a situation in this project's Annexation Agreement. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Ingram Trails Preliminary Subdivision Plan on March 15, 2005. The DRC discussed some minor comments from the Planning Division involving: utilizing plants from the City's Approved Plant List for residential; providing elevation drawings for the wrought iron fence with brick columns; more detail in Final Subdivision Plan submittal concerning the wall and landscape buffer and the retention pond; all corner lots must have 25-foot side setback. The developer agreed to make the requested changes and submit a revised set of plans incorporating them prior to the Planning and Zoning Commission meeting on April 12, 2005 The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to these revisions. The developer has submitted the revised plans and has resolved all of the outstanding comments raised at the DRC meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Ingram Trails Subdivision, as date stamped received by the City on April 6, 2005. Attachments: Location Map Future Land Use Map Zoning Map Ingram Trails Preliminary Subdivision Plan, date stamped April 6, 2005 O:\Staff Reports\2005\SR05024_TG Ingram_Trails_PSP_P&Z.doc IMB COV COVER SHEET SY-1 SYMBOLS AND ABBREVIATIONS 1-5 BOUNDARY AND TOPO SURVEY 1-3 TREE SURVEY PSP-1 PRELIMINARY SUBDIVISION PLAN PSP-2 CONDITIONS OF APPROVAL CLS 1-4 CONCEPTUAL LANDSCAPE PLAN SECTION 05, TOWNSHIP 22 SOUTH, RANGE 28 EAST OCOEE, FLORIDA FOR C NT X, HOM S I, 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS, FL 32714 PH (407) 838-1489 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: OWNER APPLICANT CENTEX HOMES 385 DOUGLAS AVE., STE. 2000 ALTAMONTE SPRINGS, FL 32714 407-838-1489 CIVIL ENGINEER MADDEN ENGINEERING, INC. 431 E. HORATIO AVE., SUITE 260 MAITLAND, FL 32751 407-629-8330 GEO-TECH YOVAISH ENGINEERING SCIENCES, INC. 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 407-774-9383 SURVEYOR ALLEN & COMPANY, INC. 16 E. PLANT STREET' WINTER GARDEN, FL 34787 407- 654-5355 VICINITY MAP UTILITY PROVIDERS: POTABLE WATER & SEWER ORANGE COUNTY PUBLIC UTILITIES 109 EAST CHURCH STREET, SUITE 300 ORLANDO, FL 32801 407-836-7000 ELECTRIC PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 407-905-3303 CABLE BRIGHT HOUSE NETWORKS 844 MCGUIRE ROAD OCOEE, FL 34761 407-532-8511 TELEPHONE SPRINT P.O. BOX 770339 WINTER GARDEN, FL 34777 407- 814- 5310 GAS LAKE APOPKA NATURAL GAS P.O. BOX 771275 WINTER GARDEN, FL 34777 407-656-2734 REUSE/RECLAIMED WATER CITY OF OCOEE 150 N. LAKESHORE -DR OCOEE, FL 34761 UTY OF OCOEE d- O M N T— As �r- ro �o OD m� W m wo wZ Z W� CZQA N Q O f �F-- �Q �o J ry¢ Q0 _4= uOf W U AB,BREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS A P LINES LINES STORM DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDONED) FDN FOUNDATION PEP POLYETHYLENE PIPE ,� / ,,. / 100 LF STS 24 HDPE Q 0.20% 100 LINEAR FEET STORM PIPE AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT - ---- --- """""- --- CENTER LINE -� BUILDING LINE 24 HIGH DENSITY AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION BOUNDARY POLYETHELENE PIPE 0 0.20% ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR PA PROPERTY LINE ADDL ADDITIONAL FG FINISHED GRADE POB POINT of BEGINNING "' y� ----~ """"""""""""""_" "'""' ' ' WIRE E CONTOURS UD 8 PVC ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT "' u- __ CONSERVATION v UNDERDRAIN 8" PVC PIPE AL ALUMINUM F&I FURNISH AND INSTALL PP POWER POLE _.. ~••-•~ SETBACK ALT ALTERNATE FIG FIGURE PR PHONE RISER AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE x " CHAIN LINK FENCE 1 I li RAILROAD TRACKS 1---- ----�--- �---- DRAINAGE FLOW DIRECTION AMP AMPERE(S) FIT FITTING PRESS PRESSURE i ........._._....<_- - -- - CENTER LINE APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED - GAS-- GAS MAIN ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE __-... _......... _ ...__ ;; WOOD FENCE wA FDOT INLET TYPE 1 ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT O O 0- CHAIN LINK FENCE ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVG AVENUE AVERAGE FND FPH FOUND FEET PER HOUR PT PVC POINT OF TANGENCY POLYVINYL CHLORIDE "" "' GUARDRAIL ------ € I -T -------"• UNDERGROUND 81 FDOT INLET TYPE 2 AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC CONTOUR B FPS FT FEET PER SECOND FEET/FOOT PWR POWER 80 BFP BACKFLOW PREVENTER FTG FOOTING .............................................. """""""'W - -'- -" EXISTING PLATS li ` '''-•.••••.' ...................................... UNDERGROUND - - - - - - - - - EASEMENT FDOT INLET TYPE 3 BL BASELINE C Q FLOW RATE TELEPHONE BLDG BLVD BUILDING BOULEVARD GA GAUGE R R RADIUS ,-......;....y....y ...............................................,....,....1. RETAINING WALL _....................-----.-..__._.. ��.._...---...-_-_.--------_------__--------. OVERHEAD FDOT INLET TYPE 4 BM BND BENCH MARK BOUNDARY GAL GALV GALLON GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC x x x - FENCE BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R/W BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD - - RIGHT-OF-WAY LINE ._....__------ OVERHEAD . FDOT INLET TYPE 5 BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY TELEPHONE o . . . . . . . . . GUARDRAIL BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REINF REFERENCE REINFORCE(D) -"---" -- ""== SHORELINE BV BUTTERFLY VALVE GR GRD GUARD RAIL GROUND/GRADE READ REQUIRED --- ~ " ��� _ __ ''' UNDERGROUND LOT LINE FDOT INLET TYPE 6 C GSP GALVANIZED STEEL PIPE REV REVISE/REVISION ""~ "`•... CABLE TELEVISION GV GATE VALVE RPM REVOLUTIONS PER MINUTE ..... - .... -... ..._ "`-- - — - SWALE ........ ............. ............. ............. .............. ............. ........ EASEMENT P/L CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD PROPERTY LINE MANHOLE CB CATCH BASIN GW GUY WIRE RT RIGHT CC CENTER To CENTER GWT GROUND WATER TABLE RV R/W RELIEF VALVE RIGHT-OF-WAY CEM CF CEMENT CUBIC FEET H RWM REUSE WATER MAIN SANITARY � � � � � � MITERED END SECTION CFM CUBIC FEET PER MINUTE HB HOSE BIBB s RETAINING WALL CFS CUBIC FEET PER SECOND GUTTER HDPE HDW HIGH DENSITY POLYETHYLENE HARDWARE S SOUTH R/W ►- SLOPE DIRECTION ARROW C&C CURB AND CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWERS SANITARY SEWER LINE FM FORCE MAIN - - e - RIGHT-OF-WAY LINE FOR POND SIDE SLOPE CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT HP HORSEPOWER HOUR SCH SO SCHEDULE SIDE DRAIN CLEANOUT '� 000.00 CA CENTER LINE HR �.,� MANHOLE 0 SPOT ELEVATION CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN • SETBACK LINE CLR CLS CLEAR/CLEARANCE CLASS HW HWL HEADWALL HIGH WATER LEVEL SE SEC SOUTHEAST SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SH SECTION SHEET WATER & REUSE WATER SHORELINE STORM INLET CMP CMPA CORRUGATED METAL PIPE HYD CORRUGATED METAL PIPE ARCH HYDRAULIC SHGWT SEASONAL HIGH GROUND WATER TABLE �- �- CND Co. CONDUIT COUNTY I 1-4 INTERSTATE HIGHWAY SIM SA SIMILAR SETBACK LINE44 -------'-" - SWALE HIGHWAY & UTILITIES CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE COL COLUMN ID INSIDE DIAMETER SM SHEET METAL ............... 2, ___-_ WATER MAIN 6" PVC PIPE �'; WATER VALVE 6 y M COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATIONS) CONC CONCRETE IN INL INCHES INLET SQ SQ IN SQUARE SQUARE INCH(ES) .......................... RM................................. REUSE WATER MAIN FIRE HYDRANT TREE LINE CONN CONST CONNECTION CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET Y'"' CONT COORD CONTINUOUS COORDINATE(S) INST IP INSTALL IRON PIPE SQ YD SR SQUARE YARD(S) STATE ROAD BACKFLOW PREVENTOR T, `�` .. WATER METER El BOUND CORNER COR CORNER IR IRON ROD SS ST STAINLESS STEEL STREET SANITARY CPLG COUPLING INT INTERSECT/INTERSECTION �T STORM DRAIN CPP CONCRETE POWER POLE INV INVERT STA STATION CS CONTROL STRUCTURE STD STANDARD � STL STEEL CONCRETE CTG COATING JB JUNCTION BOX STR STRUCTURE r 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET CTG CTV CENTER CABLE TELEVISION JCT JUNCTION STS SUP STORM SEWER SUPPORT' SANITARY 8" PVC;f-; I COUNTY ROADS CULV cY CULVERT CUBIC YARD JST JT JOIST JOINT SUSP SUSPEND/SUSPENSION 3., STORM SEWER "' " FDOT TYPE 1 INLET PIPE 0 0.40% SLOPE -----0 CYL D CYLINDER L SVC Sw SWK SERVICE SOUTHWEST SIDEWALK • CLEANOUT 901 DETAIL REFERENCE DBL DEG OR ' DOUBLE DEGREE L LAT LATL LENGTH LATITUDE LATERAL SYM SYMM SYMBOL(S) SYMMETRICAL �-,•� ? MANHOLE FDOT TYPE 2 INLET DOUBLE SANITARY 24 DEFL DEFLECT DEFLECT(ION) LB POUND SYS SYSTEM' SERVICE DUMPSTER PAD DEPT DEPARTMENT LF LINEAR FEET/FOOT T DET DHWL DETAIL DESIGN HIGH WATER LEVEL LG LIM LONG LIMIT(S) T TANGENT � MITERED END s FDOT TYPE 3 INLET FM 4 PVC FORCE MAIN Ff�98.76 FINISHED FLOOR ELEVATION DI DIA DUCTILE IRON DIAMETER LP LONG LIGHT POLE LONG TB T&B TURFBLOCK TOP AND BOTTOM � � a _ _ _ 4" PVC PIPE TYPE A W FHA LOT TYPE / DIAG DIAGONAL LT LWL LEFT LOW WATER LEVEL TBM TC TEMPORARY BENCH MARK TIME OF CONCENTRATION i ( STORM INLET FDOT TYPE 4 INLET MANHOLE DIM DIMENSION TD TRENCH DRAIN GUY POLE DIP DUCTILE IRON PIPE � A M TDH TOTAL DYNAMIC HEAD WATER 8c REUSE WATER DISCH DISCHARGE DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL DMH DROP MANHOLE MATL MATERIAL TEMP TEMPORARY r`"'�'W� FDOT TYPE 6 INLET FDOT TYPE 5 INLET �. MAX MAXIMUM TL TERMINAL LAMPHOLE Vv HANDICAP PARKING DN DRN DOWN DRAIN MECH MECHANICAL TOB TOP OF BANK TOP OF CURB HIGHWAY & UTILITIES DWG DRAWING ME MITERED END TOC TOE OF SLOPE WM 6 DIP DWY DRIVEWAY MFR MANUFACTURER TOS WATER MAIN 6" € 'rye � �•_ INTERSTATE ROADS � ""I- MGD MILLION GALLONS PER DAY TOT TOTAL E MH MANHOLE TS TOP OF SLOPE TWP TOWNSHIP - - - DIP PIPE 11 1/2' BEND t I E EAST MHC MANHOLE COVER BENCHMARK GUY POLE a, BRICK PAVERS {--I EA EC EACH EDGE OF CONCRETE MHWL MIN MEAN HIGH WATER LEVEL MINIMUM TYP I I y TYPICAL .' " �s 22 1 /2' BEND LIGHT POLE ED ENERGY DISSIPATOR MISC MJ MISCELLANEOUS MECHANICAL JOINT LID UNDERDRAIN RECOVERED 4x4 CM C).D WOOD UTILITY POLE z DIRT ROAD EF EFF EACH FACE EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND 45' BEND —U--U— -7CT- SIGNS EG E/L ELB EXISTING GRADE EASEMENT LINE ELBOW MLWL MON MPH MEAN LOW WATER LEVEL MONUMENT MILES PER HOUR UON UTC V UNLESS OTHERWISE NOTED UNDERGROUND TELEPHONE CABLE 3 CONCRETE UTILITY POLE SET 4x4 CM U�<5 8" MAPLE TREE "� S) 90' BEND 16 15 SECTION CORNER ELEC ELEV ELECTRIC ELEVATION MSL MTG MEAN SEA LEVEL MOUNTING VB VALVE BOX CE ELECTRIC MANHOLE r� .< " �;� 8 OAK TREE {� TEE 21 22 ELLIP ELLIPSE/ELLIPTICAL N I� vc VCP VERTICAL CURVE VITRIFIED CLAY PIPE SET IRON ROD �^ ENC ENCASEMENT I V STATE ROADS ENG ENGINEER ING ( ) NAWTH NORTH VERT VPC VERTICAL VERTICAL POINT OF CURVE L11 TELEPHONE MANHOLE' .,,,� 8" PINE TREE CROSS EOP EQ EDGE of PAVEMENT EQUAL/EQUATION N NA NORTH NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION 0 RECOVERED IRON ROD EQUIP EQUIPMENT N&C NAIL AND CAP NORTHEAST VPT VERTICAL POINT OF TANGENCY ED TELEPHONE RISER 8" PALM TREE �- CHECK VALVE SILT FENCE EQUIV ESMT EQUIVALENT EASEMENT NE NG NATURAL GROUND W LLj DOUBLE DETECTOR EST ESTIMATE NIC NOT IN CONTRACT W WEST CONCRETE ELECTRIC BOX / r °� ��� TRAFFIC FLOW EW EACH WAY NO OR # NUMBER WM WITH TRANSFORMER 8 MISC. TREE CHECK VALVE PAVEMENT MARKING EWL EXC ENDWALL EXCAVATE/EXCAVATION NOM NTS NOMINAL NOT TO SCALE W/o WATER MAIN WITHOUT ___-..-...-~~ , ,�� DOUBLE WATER EXIST EXISTING NW NORTHWEST WP WATER/WEATHER PROOF ."..:.......... COUNTY ROADS Qn *�� WELL SERVICE �� EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE UTILITY POLE EXT EXTEND/EXTENSION O WS WSWT WATER SURFACE WET SEASON WATER TABLE , ... 1.- GATE VALVE oC ON CENTER wT WEIGHT ;� INTERSTATE ROADS MONITORING WELL ® BLDG OR STRUCTURE OD OUTSIDE DIAMETER WV WATER VALVE FIRE HYDRANT OE OPNG OR EQUAL OPENING WWF WWM WELDED WIRE FABRIC WELDED WIRE MESH 50) STATE ROADS DUMPSTER oPP OPPOSITE Y `. f O METER TYPE F CURB & GUTTER ORCP OVAL REINFORCED CONCRETE PIPE x OS OVFL OUTFALL STRUCTURE OVERFLOW YD YARD YR YEAR ,- RR CROSSING SIGN WOOD AND OR METAL D REDUCER OVHD OVERHEAD MISC �` LIGHT POLES MIAMI CURB & AND - RR CROSSING GATE 0 BLOWOFF o AT DELTA CONCRETE LIGHT POLE TRAFFIC SIGNAL POLE T `� BACKFLOW PREVENTER 901 CROSS SECTION DETAIL YARD LIGHT SAMPLE POINT 24 SATELLITE DISH 2 MISCELLANEOUS SIGN 0 UNDERDRAIN CEANOUT 16 15 GUY WIRE 6 PVC RECLAIMED WATER MAIN SECTION CORNER _ _ _ _RWM_ _ _ _ u 6" PVC PIPE 21 22 £ HANDICAP PARKING EDGE OF PAVEMENT REUSE WATER SYSTEM CONNECTION W/0 CURB a,SL SPOT ELEVATION pa t EDGE OF PAVEMENT DOUBLE REUSE W/CURB WATER SERVICE 11EIM91:411ki CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 VI W O "t C L O O N N � O m H00 � _ vi > z o0 a Fy � xUa Q .. W Q 0 v I— Z W "' Q W J U U M N o 00 o M � m w o z z LJ C-D Q Z L,J �1 Q o 0 z U- Of w z C, N w J � Q o U M cr Z w U w v gg 1% 111111111111 JOB # 24110 DATE: 05/27/04 SCALE: N.T.S. DESIGNED BY: JTP DRAWN BY: I AN APPROVED BY: CMM SY-1 BOUNDARY AND TOPOGRAPHIC OF SURVEY LEGAL DESCRIPTION ( as provided by client PARCEL 1 ALL THAT PART OF THE NORTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY LINE OF INGRAM ROAD. SUBJECT TO THE RIGHT OF WAY OF CLARCONA-OCOEE ROAD. LESS AND EXCEPT: LEGEND: PARCEL 2 -x- Denotes fence line A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF ' pQ Denotes water valve SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ® Denotes meter box ® Denotes covered area BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N 86'57'17" Denotes dirt road W ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, A Denotes edge of pavement DISTANCE OF 693.25 FEET TO THE FORMER NORTHERLY RIGHT-OF-WAY LINE OF THE ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR (AS DEPICTED ON RIGHT-OF-WAY Denotes underground drainage pipes AND TRACK MAP SECTION V.12 FLA, SHEET 5); THENCE RUN N 73'31'29" E ALONG THE SAID ❑ Denotes catch basin NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 703.26 FEET TO THE SOUTHWESTERLY El Denotes mitered end section RIGHT-OF-WAY LINE OF INGRAM ROAD (60 FOOT RIGHT-OF-WAY); THENCE RUN S 46'2438" E ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE 37.60 FEET TO THE EAST LINE OF SAID Denotes wood power pole NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE S 02'32'39" W ALONG SAID e- o Denotes trial boring EAST LINE, A DISTANCE OF 210.56 FEET TO THE POINT OF BEGINNING. SUBJECT TO THE RIGHT-OF-WAY OF CLARCONA-OCOEE ROAD. Denotes centerline R/W Denotes right-of-way LESS AND EXCEPT -II- Denotes sign PARCEL 3 Denotes wood power pole A PARCEL OF LAND LOCATED IN THE NE 1 /4 OF THE NE 1 /4 OF SECTION 5, TOWNSHIP 22 a Denotes overhead power SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY E Denotes guy wire DESCRIBED AS FOLLOWS: Denotes electric box and / riser COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 5; THENCE S 02'33'12" E ALONG Denotes light pole THE EAST LINE OF SAID SECTION 5, A DISTANCE OF 1366.74 FEET; THENCE N 86'57'33" W ALONG THE SOUTH LINE OF THE NE 1 /4 OF THE NE 1 /4 OF SAID SECTION 5, A DISTANCE ID Denotes telephone box / marker / riser OF 1319.0 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE WEST LINE OF THE NE 142 Denotes contour elevation 1 /4 OF THE NE 1 /4 OF SAID SECTION 5, SAID INTERSECTION BEING THE POINT OF sos, Denotes spot elevation BEGINNING; THENCE N 02'01'34" E ALONG SAID WEST LINE, A DISTANCE OF 445.00 FEET; THENCE S 87'58'26" E, A DISTANCE OF 50.0 FEET; THENCE S 02'01'34" W, A DISTANCE OF (M) Denotes measured 358.4 FEET; THENCE S 42'27'59" E, A DISTANCE OF 53.5 FEET; THENCE S 86'57'33" E, A (D) Denotes description DISTANCE OF 680.1 FEET; THENCE S 73'31'29" W, A DISTANCE OF 149.7 FEET TO A POINT ON THE SAID SOUTH LINE; THENCE N 86'57'33" W ALONG SAID SOUTH LINE, A DISTANCE OF FPC Denotes Florida Power Corporation 625.6 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT PARCEL 4 A PORTION OF THE NORTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY LINE OF INGRAM ROAD AND WEST OF WEST RIGHT-OF-WAY LINE OF CLARCONA-OCOEE ROAD, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1 /4 OF SAID SECTION 5; THENCE RUN SOUTH 02'35'53" WEST, A DISTANCE OF 1152.28 FEET; THENCE RUN NORTH. 46'23'58" WEST, A DISTANCE OF 53.81 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 73'31'29" WEST, A DISTANCE OF 88.16 FEET TO THE POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1701.20 FEET, A CENTRAL ANGLE OF 01'19'56", AN ARC LENGTH OF 39.56 FEET, AND A CHORD BEARING OF NORTH 59'01'21" EAST TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 466.00 FEET, A CENTRAL ANGLE OF 17'01'17", AND ARC LENGTH OF 138.43 FEET, AND A CHORD BEARING OF NORTH 32'35'57" WEST; THENCE RUN NORTH 48'53'24" EAST, A DISTANCE OF 5.41 FEET; THENCE RUN SOUTH 46'23'58" EAST, A DISTANCE OF 166.91 FEET TO THE POINT OF BEGINNING. CONTAINS 20.482 ACRES MORE OR LESS. SURVEYOR'S NOTES: Bearings shown hereon are based on the East line of the Northeast 1 /4 of Section 5, Township 22 South, Range 28 East as being an assumed bearing of South 02*32,49" West. There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land use rights of the subject property. This Survey was performed with the benefit of a Title Insurance Commitment, prepared by First American Title Insurance Company, Issuing Office File Number 402896, commitment date January 14, 2002 at 8:00 a.m. There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the subject property not shown on this survey. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or individual whomsoever. This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. Underground utilities and improvements were not located, unless shown hereon. Subject property shown hereon is in Zone X, area determined to be outside 500 year floodplain, according to Flood Insurance Rate Map panel number 210 of 700, map number 12095CO210 E effective date December 6, 2000. Elevations shown hereon are based on Orange County vertical datum, benchmark number R-207-002 having an elevation of 90.756 feet. SCHEDULE OF BORINGS POINT NORTHING EASTING ELEVATION BORING 1100 1553832.3341 487332.7849 142.30 B-16 1101 1554227.2105 486967.8037 148.02 B-15 1102 1554977.7010 486177.2853 149.80 B-13 1103 1554618.0674 486556.5332 149.68 B-14 1104 1554556.7153 486162.9807 151.23 B-20 1105 1554133.8900 486199.3817 152.78 B-19 1106 1553748.8005 486202.9157 154.48 B_18 1107 1553696.5554 486884.1627 149.25 B-17 1108 1554192.6941 486566.8164 151.36 B-21 1113 1554192.6941 486566.8164 151.36 B-21 1114 1554618.0674 486556.5332 149.68 B-14 1115 1554977.7010 486177.2853 149.80 B-13 1116 1554227.2105 486967.8037 148.02 B-15 1117 1553832.3341 487332.7849 142.30 B-16 LL • .. 04 1 I • • LL 1 • • • 04 • • • • •' w z w z Q Of wcn U� r �p J O w N =(D0h-r) Doz XOn10Q LI-Io LLJ :o ry O z`nI¢p L.1_ w 00 D -I J c) n cn Q LL- m V) N to M M to L0 En d z V) m((`` C. < a\ W W =r W iE -' o W En W z O g a i) w o w Q � o JOB # 24033 DATE: 03-03-04 SCALE: 1" = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR 6111111�0� I I M I All d SEE SHEET 4 OF 5 w D Cn w U— N U w z Z ccI o 0' (L = o OL- � z o cmCo N :D p O U = i— Z Lij z Q Z W o Q = � � z Q � 0 w Z cn D O m W :D V) z w Q ryz L LJ V) _0OhW-rN .. XO�OQ Lli M :2i C) Lli Wo0��J e z o V) > w 0 w � Q 0 JOB # 24033 DATE: 03-03-04 SCALE: 1 " = 40 FEET CALC BY: JLR FIELD BY: JM no n uIKi ov. PJR x 0 CO) X z X X -.ii x IX II X 151.54 X X150.71 X151.18 X151.21L SEE SHEET 2 OF 5 MAT X151.51 IsZ X-X-X- 09 X- -X-X-X-X ry-X- 62.9" X Xx-x-x X151,86 ') )z151.60X-X- Ix c:: sue\ 3x .• \ 152.58 WW X .. 6, 13-19 X152.41 \ +\ 87*58'48 otw(m) x 15292 50.00'(M) '58'26' :j. � S87 E (D) 50.0 (D) 5/8- RECOVERED 5/8- RECOVERED .'L IRON ROD #3691 IRON ROD #3691 0*15'W 0* 1 SW 44, 153.26k X-X-X-X- K 153.317\, X 152.40 X151.26 -X-X- I i X151.47 X151.10 PARCEL 1 P X 152.43 x X-X- T- X-X-X-- x x 151.92 x 230.5 -.1 X152.01 X151.66 153.23X x X 153.31 x K X11 i% orl x XTS-3-.x a x X ;-X- X-X- X15-77 .09 X X 1�3.57X x 0 X 0 x x i��' cf) -iii V) 1 0 4- X x x 153.37 x FOR Ld GRAPHIC SCALE I'J" 40 0 20 40 cE W o cll� Cn 240.3' - r153.21 IN FEET ij Z ii < I m x 1 inch = 40 ft. t--12 x M x of w X 153.37 x I _ x o zl: X vgi X 153.59 C11 N 00 X153.41 IX15332 zz of x RECOVERED 5/8" IRON ROD #3691 0.08'S, 0.17'W X < X-X- -X X-X-X 153.35 B-18 x + 0 X 154.63 \sO RECOVERED 5/8- IRON ROD #4741 TO % 0.05'S, O.26'W x t.33 .154W X 155.57 X 152.64 X 152.97 I 3.63 x 149.16 X 149.43 X148.69 �* ...... ..... 722 148.15 2 148.29X jr 148.�l x B-15 X 148.36 9.69 149.83�/ •�a.. // 149.5 148.06 X 49.00 � // // \ \ A-/ 15 X150.39 X 50.89 A- x 0V X 150.29 /':: ' '/ '::;6�S9A } (. ' X148.55 + x So �=85 So 150.03 Lx x X-X-X-Xtr 9.85 -X-X-X-X-X x x x 9 14: 1 X:::: 14 X X �X��� X_X 45 . 40 X 148.55 14.00' FPC DISTRIBUTION 151.34 X 150.53 150. Z. 's oa -Ke, x EASEMENT PER x 151.53 x O.R.1425, PG.854 x j^tj 1 148. 64 X X 150.30 - Y� xX 147.44 X146.57 x x STABLES "d I X150.97 X148.77 x x . . . . . . . . . . X 152.31 X 140.56 _X-X-X X-L51V31151.73 148.99 x XlW.92 29. 09, STORY X152.49 /\•X14 I � 52 2F MASONRY X 152.45 X152.47%Rk 153.02 152-00 -X- 4-1 'DRY zz - - - - - - - - - - - - - - - - - )NRY ENC 14.00' FPC DISTRIBUTION - EASEMENT PER O.R.1425, PG.854 153.03 [x-x J152-99 X 153.12 X153.54 hho X 152.38 S 865733" E (D) 86*57'26 ft w (m) -1 154, RESIDENCE OOR RNISHE CA X t-4 . - - - - - - - - - - - - OOD SHED X X 146.09 x X 149.55 -,X.149.66' 6 �``0.08\ �� A47.31 x X151.82 �001) SHEDJ o 149.41 Lo X15134 X148.52 ONE STORY MASONRY x 1 0 LL- 4� BUILDING FINISHED FLOOR I /�' , 14- t x 37 .q, 150.29X X 148.66 X150.1 X 149.62 150.00 I W-r X149.23 V) yl___yl pi X149.39 147,99 1.1 150.21 X-XA--X-x X-X-x x - - X-x X-X-X-X- U) WO SHED x X 149.82 X149.15 tn. tp 'bq X X151.21 X 147.65 X X146.79 148.09 X x 680.1'(D) 680.06'(M) 152- ........... . . . . . ......... . .......... NORTH AVENUE X 145.49 X 145.67 PARCEL 1 1 TB=S5 X145.54 X1. X 145.63 Y. X SIOKI x ON 148 149.0 S -7 b '5 0145 146 ow PARCEL 2 146.04 X150.22 x 149.71 A' / P��R�EL 3 ` 145.92 LESS OUT X. 146.13 47.08 x X 50.01 15 oe 5 148 150 149.51 1 x 48.66 X148. -0. -0. 45.94 148.80 9. 06 149--- X147.88 . . . . . ...... a33201 N 86*57'17' W (o) N 86*57'26 . W (m) SOUTH LINE OF THE NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 5-22-28 .07 w D w u- 0 00 04 w 0 17 a: z A (L Fy 0 0 LL- u- a: (L 0 0 0 0- 04 04 0 0 a- W Cl) z OO ry z z 0 < U CO) .z D 0 Co Lli Z Ld > < n, Lj (n (f) ::E < 0 1 0 Lli CN = C) 0 1-- 1`0 ::) 0 Z x 0 C-A 0 < Lli 0 LLI F- < 0 Z Lo I-- m n N (n cn I ULL3U U5 \ -.� �.. m to Y Ld 2) w U) w 0 U) W z 0 V) > 15 Ld (if 0 04 JOB # 24033 DATE- 03-03-04 SCALE- 1" = 40 FEET CALC BY: JLR FIELD BY: im DRAWN BY: PJR CHECKED BY: JLR \ \ ' BOUNDARY AND TOPOGRAPHIC OP SU 'VEY X 149.16 s \, 148.22 X 148.25 - - X 149.43 X 149.69 148.29 >. --- 148.51 '}- ,/ to •�r'""'~�• 114741X `: //�i �`\` . c' � o�. f ✓ .t-'''r ,tea y,>• � ..•. ,••`:. ��? \ �/ \\\ POINT OF COMMENCEMENT \\ �/ \ j yti°9 4 pllttl NORTHEAST CORNER OF 1 x148.3s % � SECTION 5-22-28 \\ NORTHEAST 1/4 OF \ ' / \ RECOVERED 6X6 CONCRETE \ >;j MONUMENT, NO # \ fit w 13to Cj ,R978 W W \ ��.Y•kNo \J�N J m i. 1 �tvr 1 148.06 X + •:y •., s, rn I to rn / N a 1 6=17'01'17•(M)(D) \ R=466.OV(M)(D) \ I ^ ^ I \ 1 L=138.44'(M) L=138.43'(D) 1� C.B.=N32B: 36'32"W(M) \9j, Igo I 0 C.N3235'57'W(D) V 149.83 ^y°jL,1 n M I 00 49 E SHEET 2 OF 5 Q \ ; °�J'Lp �� ff I ' 1 �1`19'53"(M) }� ! /, ' / ' ,' °9+ \ :::: 6' 9iS ` \ \ A=1'19'56"(D) ?f- 'A J / T //,(�9ir \ R=1701.20'(M)(D) So�c y 1 l } S° ` X148.55 /'� /' +� '9c I \\ L=39.53'(M) 53) f •..: / \ I L=39.56'(D) /g6� •� f X 'ts As �9'•,. �'y //� �° \\ C.B.=N59'00'47'E(M) \ /tMi 68s�0� sOi / , ,\ JB �\ �Gi''''::. \ C.8 =N59'O1'21"E(D) I I 14 y . } ��'• / / t. T �j••''':':, \ - I _ \\ S ,j331' ��f..`�NO�� •ry��O%!jJ 450.19 % } X X X X X X ,dC X o Cj / GG Ar r ct X148.55 14.00' FPC DISTRIBUTION ,/ v / EASEMENT PER x O.R.1425, PG.854 'ell 0 x147.44le X 146.57tp� ? • C J -{-� / r �a� yr x 148.77 / I .1 i/ X x145.49 'L�, / / X 1x148.56 48.99 F''38:° // '' X X 146.92 tj!�s �S / /'•''• O \ / ' /'. 4A.52 �� . `29�ONE. STORY ( �''•a / p I \�/ Q f / / N, MASONRY RESIDENCE X x145.67 f'^�qd• r /' , / t Q ` , MAS• c FINISHED FLOOR 144.05 \ 150.38' F( 9• J � \ X136.50 x / .. a + r R=466.00'(M) ' �9� \ \ \\ x136.20 = SHED L=138.44 (M) r7- X 146.09 13800.X,49.55 TB=S41 *07'11 "E M1/WO -F:: I .. - X149.66 b Ln I A6 J \ + 1 138 ::. tv' ' PARCEL 1 ,a / \��o} X _--->` 3 - x I49.76 . +\ X g :.''`:::.. x "s>. 1.•;...:::.•::•: 31 1 9 X 1 --aD,oB�a --�-- ro LL_ \ X ,3� :::.;;;:>:;:•:<:0 .37,e�!:.::::'.,.. - ---\� ` ` �0 I O K�47.31 d' ' !A ''•;o-.. 140.23 :.....CG .•R .. .<::•. 3.60X I �1 °19'39" M i 'R ?ss`::.:> \''sl,c,4z+° i 139 OCOL..:::.?:.•;,.••X,37•g0 ( ) 2 6 "w 139.90 i _.;.::::::• 30 R=1701.20 (M) ' ,�' \ �k ,4,.2i X ..,��::::::�:;:: <:::::>p,R•,.::;w.:::. 49° f W149.41 \ ° 7 f) I ( ! .:1s3.. • ` ':: 40 X 148.52 rn - ,:. 'm. TB S59 40 �. 44 W M S F ONE STORY MASONRY I 1 � / BUILDING � FINISHED FLOOR 20 W 311 QG A i � .Ip :::. ,39• ::. p3 :. Ld \ P O 9 , : •:. • 1 '� in X 11 eta \Ror1 1N0• 0:.•':,"'.. ::,.3990 ' 150.29 w, \P\� S O 66 '`'::.x:: :. \ s �,� co .IPA .:;;:>'" :: n 1 x 150.1 to,e/ /' x,48.66 \ / /X �� Rd „ 'sE� .: 140.1.6,.. •:: p O UW ::... X137 92 X,3260 4 62 150.00 X145.54 \ x141.06 X / ° B! rL. tihx / 1� X 149.23 x 149.39 150.21 X - X X X X X X X X X X w X x149.82 x,49.15 m 09 X X /F c :`: ZOR� GREENHOU56 '�'�" 5 X-17 • �• Ot,E 1, I149.02 x150.22 o X149.7,p0\NC0� bo p PR h -X-X-^ 50.01 4 15j _ 150 149.51X X 148.69 148 149 I x ' X 147.65 X x146.79 I � X/ �X x /X Al X ,46.11 , ' X�- 32 S � �° E �Oi ,45.,OX 146.18 146 2 PARCEL 2 - ;.92 LESS OUT 47.08 r4� _ 147.21 N 86'57'17" W (D) I N 86*5757'26" W (M) SOUTH LINE OF THE NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 5-22-28 , X 147.88 x' X145.63 146.13x rt L4 1�` \ ,41.ss Dc1 X, 43.87 <� X1a4.64 p9 MY 143.36 X 144 145 a� + 143.99 1319.0'(D) x 141.17 PARCEL 2 LESS OUT X 142.86 -141.85 40.67 ' / / 96 40.39 +� 40.35 w x140.00 / 33 0 M � n M //0��� W POINT OF BEGINNING PARCEL 2 LESS OUT 0 Q / SOUTHEAST CORNER OF 0O NORTHEAST 1/4 OF NORTHEAST 1/4 OF - Ix SECTION 5-22-28 0 RECOVERED 1-1/2" M J IRON PIPE IN WELL BOX (� CCR # 66240 3 I SOUTHEAST CORNER OF I NORTHEAST 1/4 OF SECTION 5-22-28 RECOVERED 1-1/2" N IRON PIPE IN WELL BOX O CCR # 66240 Co X�ga.9� R/W O 0 X�39'66 / ' W 137.40 (n R W V GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. w rn V/ < Ill LL o 00 U W z i O J 0 CC 0 VJ z N CNI 0 O O U CL = ~ Z W z Qz w O Q i 1- ,^ Y/ 0 Q U W Z fA 0 w V) Z O LL1 z Fy W (/) V) o Q O W N 0O1-1") ::) OZ N 0 Q of �OLli O zU1=moo Li W 00 -1 I U 11r) v) Q I I_ M 04 to � t v7 � I,.1 g Z }J 0 1 rQ w < Z Q w In W O Q V) o Z o C3 O_ U) w Cn w O cr 0 w � Q JOB # 24033 DATE: 03-03-04 SCALE: 1" = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR ml -'a.'OUNDARY AND TOPOGRAPHIC OF SURVEY x136.10 X 136.20 � �.-- "" _ 13s.10 136 136.ZOx- - RAW 135.10 k - - - - x 134.60 /135 -----134 m I m� X 13290 X 131.90 W X]29.90 _ -132 �-- 131 130 129 12$/ 1 / T / �12 X114.20 .00 .00 118.00 - �117 i X113.30 114*OGO P ::k1:::?:: 5? X 124.80 :: f•::> ':: • • UW :.? x122so x119.70 \� 11g :.:..::c::ljit5$'::•: ::%>' °"" >:::::<i>:::::• / 119 UW �d14.81 114.73 ow uG/ c`?i:: ` 114.50 ' ,z. U R 6 h o� 72 121 1 ?: 117.50 11 OW N �ry :...:.:.: • ........................................ :..:.::::.....:.:.:::..... ib.. ........... .28 ONA Q .6 0 r:.....................................................:..:.:::::::::::::::::::::..:.....:..:::::::::::::::::.......................:.:::.::::.:..... ... ' 60 :.. :•::::: OCOEE ROAD 1t! / X 126.60 CLAR ..................:.:..:........... ..... 127.03 ::::.:::. �::?.::::::...........:::.:.........::.:::::..::::.:::::::.:.:::........................... ....................,:....................:.:.......... 9 0 ..::.... X 126.10 .a�+.zs:::::::.:..::::::. �:.:....................::....:::: r:?•::::.:.::�:. �. �. �:::::::..:,.................::...........:..........,.:...:...:.....:::::::: � ??:??•::::..::. • :::........... 11 117. i X 0 X 123.40 12295 121.73 W 1 12 U yC116.25 /i 1 2 x X130.90 13 40 > > 128.1 % 125.60 124.10 -� 2 12 -�--UW 23.00 12 X118.60 ;:::: •• - ::: 115 A � 2 X122.50 X120.80 UW-""._.---�-----""" .... fi. ; 3•:::::... ..::7:'�fi`4W'`..x::.::;::.. X 11 4.90 )( 132 1 uw uw �0 uw N� , �6 NT 123.50 uw uw uw w uw .-..:.. /� uw uw uw uw uw uw uw u X 117.67 :� ?y fira:5i ... ::>;:>•::... :�l5 :... ................ .................. 3rr7g::.......:... ,. 3 . r'28'i56,............::.:.::. ...:... R3 X 132.15 x 131 9 x 129.10 d- X 126.80 124.28 X 122.14 X 120.27 ';h� •� X 115.50 )( .:::::: :::::::::......,..,.,,,,.... 0:lR4L' ..................:�&..................................... ................. 128<S.b:................:.::::::::::.:::::::::::.::...:...............::::::::::,:.::::..:4.24F3�;:::::.�::::..........:..:::::::::::::::::::::::::.:::::::::: f..�:.�.:�:<:�•:122?6:.::::.........:............... �,--"� � 5Q 1�J2 O1 1 .40 t26so _ x 116.90 �c, ,---_" ^-X131.60 x130 R/W X119.608.g0 X X126.50 ,M•- - _ _ �121.40 123.6(T ' `£i (3� �yA �� 1z1.s9 , 11s.7a X X 718.6a X X X X X 11 -�- --mot= X X X -- - X X X 126.50 Xi? X X 1IP�� w � � b • �E S90 _ I ,ph►fl 106 107 s GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. L(4O7) ST PLANT STREET GARDEN, FLORIDA * 34787 4-5355A407)654-5356 FAX W C0 w U. O N U w z Cr w= 0 IL m 0LL- O 0 Cl) Z n0 0 N 0 U = ZZ W O Z 0 Q U 0 Z W fA D m0 W W D V) Z W Z Q Cy � Q Ln C) CD 0 Pr) XONOQ , L� Lli r) �� o 0 I.L ZL L1J oo I CD n (n Q LL 07 z W O g a Cr VLJ 0 0 N Q M111T Q J E c C F C DB # 24033 ATE: 03-03-04 CALE: 1" = 40 FEET ALC BY: JLR ELD BY: JM RAWN BY: PJR It D i I II I QPROPOSED PVC FENCE WITHIN EASEMENT (TYP.)t I PROPOSED STORM SEWER (TYP.) 05-22-28-0000-00-001 CITY OF OCOEE ZONING: CITY PARKS PROPOSED SANITARY SEWER (TYP.) SOILS LEGEND ENTIRE SITE ODST. LUCIE PARK AMENITIES WILL INCLUDE Q TOT LOT AND GAZEBO. 270 S.F. WILL BE ALLOTTED FOR THE GAZEBO EXISTING STRUCTURES _J TO BE REMOVED 05-22-28-9152-06-110 2ORANGE COUNTY ZONING: A-1 pb_/j/, 0 TREE PROTECTI BARRI 6' SIDEWALK (TYP.) Q TRACT TABLE o TRACT LAND USE OWNERSHIP /MAINTENANCE 05-22-28-0000-00-036 ORANGECOUNTY LINE OF SIGHT 3409Q 7llAliAl C• A-1 J rGIY VG L:P'10ILIYIL.1`1 I / I \ �-DRIPLINE (VARIES) - PLAN VIEW FENCE LOCATION -"-(MIN. 30% FROM DRIPLINE)- FENCE BARRIER TO -BE NO FURTHER TNAM- DRIPLINE 7A PROTECTIVE TREE BARRIER PSP1 N.T.S. 50' ROW A 60' ROW Q ' 70% DRIPLINE (MIN) 120' (MAX) A RETENTION/RECREATION HOA B RETENTION/RECREATION HOA C RECREATION HOA D ROADWAY CITY -0F OCOEE E LIFT STATION ORANGE COUNTY F SIGN HOA G SIGN HOA TOTAL AREA 7.50 AC (100%) REUSE WATER CONNECTION Q 05-22-28-0000-00-036 ORANGE COUNTY ZONING: A-1 MATCHLINE 05-22-28-0000-00-036 ORANGE COUNTY ZONING: A-1 10' WALL AND LANDSCAPE EASEMENT LINE OF SIGHT 360' 1 Z• PROPOSED F.M. (TYP.) TYPE "F" CURB (TYP.) \ \ EXISTING STRUCTURE TO BE REMOVED F PROPOSED W.M. (TYP.) EXISTI�f TRU 1, 4ES � ZONING: A-1 TO 13 REM07 3 4/1 f F '�! ;,rrrrr � >p l' I %!•f'� ,f l/ et LOT SIZE GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 1.37 AC. (18.29%) 2.37 AC (31.64%) 0.77 AC. (10.28%) 2.95 AC. (39.38%) 0.02 AC. (0.26%) 0.01 AC. ( I (0.15%) 0.01 AC. (0.15%) - HOBSON RD. I CONNECT TO EX. 12" F.M. AT CLARKE RD. 1CLARCONA OCOEE ROAD Q IMPROVEMENTS BY ORANGE COUNTY 7.5' (25' STREET SIDE) FRONT t25' 75' LOT TYPICAL LOT SIZE 9,000 S.F. MINIMUM 1Q QCONNECT TO EX. 20" WM AT CLARKE ROAD 400 MATCHLINE SITE DATA: 0 1. SECTION 5; TOWNSHIP 22 SOUTH; RANGE 28 EAST. 2. CURRENT ZONING: R-1 AA, FUTURE LAND USE: LOW DENSITY RESIDENTIAL 3. OVERALL SITE CONTAINS 20.482 GROSS ACRES. 4. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 5. TOTAL NUMBER OF LOTS: 55 6. PROPOSED DEVELOPMENT. SINGLE FAMILY RESIDENTIAL. 7. RESIDENTIAL DENSITY = 3.24 DU/AC. 8. PROJECTED SCHOOL AGE POPULATION = 0.65 X 55 = 36 9. MINIMUM LOT SIZE: 9,000 SF. 10. MAXIMUM BLDG HEIGHT = 35 FEET. 11. SETBACKS: FRONT: 25' REAR: 30' SIDE: 7.5' (25' FOR SIDE STREET)A3 12. FLOOD HAZARD FOR THE AREA IS ZONE "X". ACCORDING TO FLOOD INSURANCE RATE MAP 12095CO210E OF ORANGE COUNTY ZONE "X" ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN 13. TOPOGRAPHY PROVIDED BY ALLEN & COMPANY, INC.. 14. NO SITES FOR PUBLIC USE ARE PROPOSED. 15. ADT = 55 UNITS x 10 TRIPS PER DAY = 550 TRIPS PER DAY. 16. PROPOSED DEVELOPMENT WILL BE DEVELOPED IN (1) PHASE. 17. THE MAXIMUM IMPERVIOUS SURFACE AREA OVER ENTIRE SUBDIVISION IS 70% ROADS/PAVEMENT 2.15 AC LOTS 7.95 AC TOTAL IMPERVIOUS AREA 10.10 AC (60% OF TO SUBDIVISION AREA) 18. COORDINATION WITH ORANGE COUNTY IS ON GOING FOR UTILITIES CONNECTIONS ALONG CLARCONA OCOEE ROAD. MADDEN engineering, Inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V! W o d- o �- o � N N 0 U 00 V) Z� i > z 00 X[L 00 V) v) W 0 U o I- 00 .. o � Z ¢ � z W � J ¢ W J U I") N 0 o 0 00 0 m w I, jLn � O z z D 12 Q C*I-f z W A P� O N Of = v 1 Q O z Q � W Li z -0 � � W J CL Q _ o F U L_ F- z W U m W U F I w w w M m m 0 0 0 U U U w 000 w w O O o 000 V) O C ° a wL a Df 0 o a W N N Q � M 0 'NP7d LncOI'00M10- JOB # 24110 DATE: 05/27/04 SCALE: 1 " = 100' DESIGNED BY: JTP DRAWN BY: IAN APPROVED BY: CMM Psp_1 ®CONDITIONS OF APPROVAL 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163. CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 5. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 8. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 9. EACH RESIDENTIAL LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT, AND ONE STREET TREE WITH A MINIMUM SIZE OF 10 FT. IN HEIGHT AND 2 INCH DIAMETER AT BREAST HEIGHT (DBH). 10. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 11. UNLESS OTHERWISE INDICATED, ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOMEOWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 12. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. 13. ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 14. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 15. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 16. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT OF WAY AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 17. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 19. ALL UNDERGROUND UTILITY SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAT 5 FT. FORWARD OF THE FROM BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FT. IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT -OF WAY. 20. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 21. A HOMEOWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 22. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF INCORPORATION OF THE HOMEOWNERS' ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. 23. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, ALL INTERIOR SUBDIVISION ROADS WILL BE DEDICATED TO THE PUBLIC. 24. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS A AND B (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 25. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE HOMEOWNERS' ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH 11ME AS: (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS' ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS' ASSOCIATION, (III) THE HOMEOWNERS' ASSOCIATION IS DESIGNATED AS THE MAINTENANCE EN11TY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS' ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 26. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. P /L LANDSCAPE - EASEMENT 10' 2' 10' a 12" (TYP.) � L CONC SIDEWALK (TYP) LMATCH EX. GRADE LANDSCAPE BUFFER ELEV. = 149.20 WALL Q 9� 60' R/W 24' 27. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATIONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 28. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 29. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 30. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 31. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 32. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 33. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: I. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. ii. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (II) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. III. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. iv. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. V. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. Vi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. Vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. viii. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 34. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 35. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 36. THIS PROJECT SHALL BE DEVELOPED IN ONE (1) PHASE. 37. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO ORANGE COUNTY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 38. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON THE WAIVER TABLE. 39. THE DEVELOPER SHALL COMPLY WITH ORDINANCE 2001-19 RELATING TO COMMUNITY MEETING ROOMS. 40. ALL BUILDING SETBACKS FROM ALL RETENTION PONDS SHALL BE 30 FT. FROM TOP OF BANK IN SINGLE FAMILY PARCELS. 41. A 5' WALL AND LANDSCAPE EASEMENT SHALL BE PLATTED ADJACENT TO INGRAM ROAD. THE DEVELOPER SHALL CONSTRUCT A 6' HIGH BRICK WALL ALONG INGRAM ROAD, ALL WITHIN THE 5' WALL AND LANDSCAPE EASEMENT. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE 5' WALL AND LANDSCAPE EASEMENT EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 42. A DRAINAGE EASEMENT SHALL BE DEDICATED TO THE CITY OF OCOEE ALLOWING STORMWATER FROM INGRAM ROAD TO DRAIN INTO THE TRACT B RETENTION POND. 43. THE DEVELOPER AND/OR THEIR SUCCESSORS, SHALL BE RESOPNSIBLE FOR THE MAINTENACE OF ALL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPERANCE FREE OF REFUSE AND DEBRIS. 44. UTILITY EASEMENTS TO BE DEDICATED TO ORANGE COUNTY. 45. DRAINAGE EASEMENTS TO BE DEDICATED TO THE HOME OWNERS ASSOC. 46. THE HOME OWNERS ASSOCIATION WILL OWN AND MAINTAIN ALL COMMON AREAS AND FENCES. 47. SIDEWALKS TO BE CONSTRUCTED THROUGHOUT THE ENTIRE PROJECT IN COMPLIANCE WITH THE CITY OF OCOEE. 48. 10' UTILITY EASEMENT ALONG ROW. 49. ALL PONDS TO BE DEDICATED TO THE HOME OWNERS ASSOC. 50. ALL WALLS AND FENCES SHALL BE OWNED AND MAINTAINED BY THE HOA. 51. REUSE CONNECTION FOR PROPERTY TO THE SOUTH WILL BE COORDINATED AT FINAL ENGINEERING, AND WILL BE DEDICATED TO THE CITY OF OCOEE. 52. THE DEVELOPER SHALL CONSTRUCT THE FOLLOWING ROADWAY IMPROVEMENTS: INGRAM ROAD SHALL BE IMPROVED TO THE SECTION AS SHOWN ON THE PSP, AND IN ACCORDANCE WITH THE FINAL SUBDIVISION PLANS. NEITHER THE DEVELOPER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THESE IMPROVEMENTS. C/L ELEV. = 149.40 2' 1 10' TYPE "F" CURB (TYP.) ASPH CONC. (TYP.) - BASE (TYP.) MATCH EX. GRADE SUB BASE (TYP.) TYPICAL 2 LANE INGRAM ROAD RIGHT OF WAY SECTION N.T.S. P /L 50' R/W 4' 7' 1 2' 1 24' 2' 1 7' 4' /- MIAMI CURB (TYP) /- ASPH CONC 12" TYP 12 (TYP) 6" THICK STABILIZED SUBGRADE (TYP) CONC SIDEWALK (TYP) BASE SUB BASE *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. 902A TYPICAL 50' RIGHT OF WAY SECTION N.T.S. P /L LANDSCAPE 60' R/W EASEMENT 10' 2' 1 12' THROUGH 12' LEFT TURN 10' LANE LANE 2, EXISTING PAVEMENT Q MIN 6' ASPH CONC (TYP.) 1 % MIN C/L ELEV. = 148.40 z 12" (TYP) - �--ONC SIDEWALK (TYP) LANDSCAPE BUFFER MATCH EX. GRADE WALL ELEV. = 148.17 m FENCE EASEMENT 10' 6' Q 2' MIN 1 % 1 MIN An 12" (TYP) 12' THROUGH 2' 10' LANE TYPE "F" CURB (TYP.) \ ASPH CONC. (TYP.) \\� MATCH EX. GRADE BASE (TYP.) SUB BASE (TYP.) 6" THICK STABILIZED SUBGRADE (TYP) *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION N.T.S. 60' R/W 10' 2' 1 12' THROUGH 12' LEFT TURN LANE LANE EXISTING PAVEMENT ASPH CONC (TYP.) C/L ELEV. = 144.15 12" (TYP) - CONC SIDEWALK (TYP) )MATCH EX. GRADE ELEV. = 144.0 ALUMINUM FENCE WITH BRICK COLUMNS 10' 12" (TYP) 12' THROUGH 12'10' LANE TYPE "F" CURB (TYP.) � ASPH CONC. (TYP.) ' \\� BASE (TYP.) MATCH EX. GRADE - SUB BASE (TYP.) 6" THICK STABILIZED *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE SUBGRADE (TYP) LAND DEVELOPMENT CODE. TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION N.T.S. MEDIAN CURB (TYP) 70' R/W FDOT TYPE A 4' 6' 2' 12' 1.33' 7.34' 1.33' 24' 2' 6' 4' MIAMI CURB (YP) ASPH CO C 12" (TYP) 12" (TYP) - 6" THICK STABILIZED SUBGRADE (TYP) -CONC SIDEWALK (TYP) BASE SUB BASE *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. 0 902E TYPICAL 70' ENTRANCE ROAD RIGHT OF WAY SECTION N.T.S. '1 25' VARIES 25' 10-1 11 1 ' ,n-1 POND 1 TOP ELEV. = 152.5 BOT. ELEV. = 147.5 POND 2 TOP ELEV. = 148.5 BOT. ELEV. = 140.5 ALL DRY RETENTION PONDS WILL BE UNFENCED 902C TYPICAL POND SECTION N.T.S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 VI W O d- O O N N PO 0 F-U_� w i > z 00 cr X w w WW r- F- I­_ o o o m Lo J z W 00 Q w �J Ummmmommmmmommmmmmoll M N � 0 o 00 o m w w (if LO CD w CL z (R o z z P N Q A = Q o D z L CL Li LLIJ z 0 Q o U w z w U Of W v �Q f�2 WW 0 0 U U wW U U 0 0 0 0 V) z0 CJ U U5 of CLEL w V) V) ry 0 o W o �r I- N N Q o � RCN 0cOI-000)0- JOB # 24110 DATE: 11 /11 /04 SCALE: NTS DESIGNED BY: DTP DRAWN BY: (AN APPROVED BY: CMM Prepared for: Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 daly design group inc. Land Planning .Landscape Architecture .Project Management 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Phone 407.740.7373 •Fax 407.740.7661 . www.dalydesign.com In I ra m Tra Ils Conceptual Landscape Plans Orange County, Florida March 2005 3-25-05 Revised Der Cit of Ocoee DRC Comments I- - y rr- a) Ne co Q a� a� 0 f PAW O 30 31 32 29 33 28 34 f 35 27 !•., 37 26 38 a 39 25 40 2 24 55 0 41 d� 3 54 42 r. 23 q 1 43 53 5 I 22 ,14 6 52 45 f 21 See Plan CLS-1 for lift station ' 51 20 i/fr 2� 12 19 50 e qg 48 47 46 f 8 18 4 10 17 16 15 14 13 12 11 +® O i w _ O 0 U z � g I U � � Key Map �5 . NORTH . ROPD SHEET INDEX_ SHEET DESCRIPTION Key 1 Key Sheet CLS-1 CLS-4 Conceptual Landscape Plans CLS-5 Conceptual Detail Plan APB 0 5 2005 2434 Typical Ingram Road Buffer Treatment (See Sheet CLS-2) E • Six (6) foot brick wall with columns 50' o.c. Cl • One (1) shade tree for every fifty (50) linear feet of right-of-way. When allowable per the Final Subdivision Plan, existing trees and native tree species will be utilized. • Hedge and ground cover running the length of the buffer walls Start PVC Fence; ' Color Tan PARK cX See Sheet CLS-4 for Park I ° \ c��� 30� 31 • ' C 32 33 1 Street Trees 63 QV's IMI Lift Station Detail 1"=20 LOT TREE, THREE PER LOT JYP.� SEE PLANT SCHEDULE. See Ingram - oad Entrance Plan ��(This Sheet) s ' a."X00000 a Typical Lot Plan Street NOT TO SCALE 21 See Plan CLS-1 for lift station F°' 7 \\�\..... 7 51 20 f, F 7 F -1 F INNY 50 - 49 48� 4.7� t 8 II L 46L L_ I II f I I 1 9 � � I 18 ...................,,,.......,,,,,,...,,..,,....,--,,,..�. ,..,, AIN...STREET.. ., ,,;22 I Or 10 �- p�1P I I 7 F �l F- I- L 17 16 15 14 137 f 2� I L L L L____ L- _ _I L- II 11 �i Q o 10' Wall /Fence o — — — — — — NORTH AVENUE Easement 0 I------------------- O End 6 PVC Fence 6 Aluminum Fence g with Brick Columns A Park Plan LS4 1"=100' 2" Square aluminum tubing with chamfered aluminum post cap 2 Top rail > 1/2" Pic ets T- L0 ^ 1� Finish grade T 2'-0" 1 /2" Bottom rail Typical Aluminum Fence Elevation Not To Scale i"Ll" Atlantic Foam Column Cap PC 14, or equal. `— Atlantic Foam Cap PC14, or equal Typical Residential Lot Treatment • Within five (5) feet of the right-of-way of each street within the residential development, one (1) shade tree for every fifty (50) linear feet of right-of-way. The trees shall be placed alternately on either side of the street. When allowable per the Final Subdivision Plan, existing trees and native tree species will be utilized. Trees located on residential lots will be counted towards the three tree per lot requirement. • All residential building lots shall have, at a minimum, three (3) trees per lot. Said trees shall be at least two (2) inches in DBH and at least ten (10) feet in height. All required yards shall be sodded. 01 AT \ 16 � AJ i \ Ingram Road Entrance Plan 1"=20 0 --� 2'_0" 50' o.c. I IQIIy,. l IL LU UC. I I IGCL.>, UI GU II UI 11 LI It; III II.>. I IGU 1Y. I GLUU UI I which ever side of the wall is higher, front or back. Typical Road Buffer Wall Elevation Not To Scale Atlantic Foam Column Cap PC 14, or equal. Atlantic Foam Cap PC14, or equal 0 N Sign panel centered between columns. Brick wall 2'x2' Square F brick column Typical Road Road Sign Elevation Not To Scale NORTH 00000U Finish Grade O U (D C/) 70 O (ti U7q Qm 0 po o CU 0') U �� .� co O Q- a-u- 1 9 i o /n�+ � L Q� U Q . vs coCL � rn J } m z w 0 U U c LU LU z w O o F- O U 0 O w U cc w 0 w cn I O LU Ili Q N Vj r It r L— W Cn t� CL OU--UJ CU —, • — j5 U UJ CD L (n Lo �Q- 0 J (ti O CU CL W U O U � .E v PROJECT NO. 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-1 y A Buffer Plan LS- 1" = 300 Typical Road Buffer Wall (See Elevation) T.ri.,--J M..LC_._ \A/_II C Note: Centerline of walls, and fence are to be minims im R from Date: APR 5 2005 E O 0 'cn N Cj co oCO oc) �co N Co n' LL i o� co')Q •U5 a c �C .c C c c Cr M °' z CU rn W O U U o= � Z W O W O U O U LL CO O W � O U a= Ui n M LLJ Lo I W Sri Q N e0 r D_ C _m CL L _C 0— (Q (1) .COL '^ � � CU U U) CT3 -OC13 o CU CU C C U U C O U) U � ca c .E a� L LL. PROJECT NO 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-2 D. 444� \AI. 11 Al Note: Centerline of walls, and fence are to be minimum 5' O U C/)� U� v o m �co po E~ 0 w � rorn U �� L 0 Q 1L o� U n � �y i Q Q N U Q �' 7C) a' U) � c mn -j� U m w O U U cc Ui W ZO W O F- U O M LL U O w 0 U Ir W n W U) W W W o � L6 Q N C*� T W 1.1.. CU L Cn _CU G CL ((� ca t-) to (0 -L n � � m U J O Co o CU O � � U U C O Cn U � RS .E tU PROJECT NO. 2434 SCALE As Noted DATE Dec. 2004 �ISHEET CLS-3 WEST ORANGE RAILS TO TRAILS - 50' RIGHT-01=-AA/AV — — — ---- — --_ Park Plan 1"=20' NORTH 20' 0' 20' 40' Date: APR ® S Z605 E O U _a) N C � O Cd U� Q cY o mco po c� 0 E ~ rorn U �� Q U- 0 co U EL 'U) a .E J > 7 •� C C C CL M -0 z aCU = m z O o_ U U) W W F-- Q _cu n� W 4-0 rt�rt `u _cu V/ cu U L- (Li o C cu �' o J O p cu -T o 0. U ,a) � m U c z O U3 U � co c .E P n PROJECT NO. 2434 SCALE ItoO, DATE Dec. 2004 SHEET CLS-4 Plant List Quantity SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATIONS 32 AJ Trachelospermum asiaticum minima Dwarf Asian Jasmine min., 1 gal., full pot, 24" o.c. NOTES: PRUNE AND TIE FRONDS WITH 6 AR Acer rubrum Red Maple min., 30 gal., 10'ht x 5' spd, 2"Cal. �— HEMP TWINE 16 CA Crinum asiaticum Crinum Lily min., 30" overall ht., full plant, 36" o.c. 1. WASHINGTONIA AND SABAL PALMS INSTALLED W/BOOTS AND SKIRTS INTACT. 206 DI Dietes iridoides White African Iris min., 3 gal., 18" ht., full pot, 24" O.C. 1031 DT Dianella tasmanica Blueberry Flax Lily min. 1 gal, 12" ht., full, 18" o.c. 2. SEE PLANS AND FOR N OON N TRUNKSS.. W/BOOTS TO REMAIN 1709 JC Juni ferta corn acta 'Blue Rug' perns conpg Blue RugJuniper per min., gal., al., 18" spd., full 18" o.c. TWO LAYERS OF BURLAP TO 199 IF Illicium floridanum Anise min., 3 gal., 30" ht. x 24" spd., 36" o.c. PLACEMENT TO BE APPROVEDD BBYY OWNER. 3. FINALTREESTAKING DETAILS D PROTECT TRUNK 4 LlN Lagerstroemia indica'Natchez' Crape Myrtle, White min., 30 gal., 8' spd. x 6'spd., multi -trunk Y TWO STEEL BANDS TO SECURE 50 PE Pinus elliotti Slash Pine min., 30gal., 2" cal, 8-10' ht.x 5-6' spd. 4. CONTRACTOR SHALL ASSURE ADEQUATE BATTONS PO Platanus occidentalis Sycamore al. 12' ht. x 10' s d , 2 1/2" Cal. min., 65 g p . PERCOLATION OF ALL PLANTIN PITS PRIOR TO INSTALLATION. FIVE 2"x4"x18" WOOD BATTONS PAINTED BROWN 39 QV Quercus virginiana Live Oak min., 100 gal., 3 1/2" cal., 14' ht. x 8' spd. 3 - 2"x4" LUMBER POLE BRACE, 26 RIA Rhaphiolepis indica alba Indian hawthorn min., 3 gal., 18" ht. x 19' spd., 24" o.c. NAIL (DRILL AND NAIL IF 302 SAT Scheffiera arboricola 'Trinette' SchefBera Trinette min., 3 gal., 18" ht. x 20" spd., 24" o.c. 0 NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT 110 Sb Spartina baked Cord 'Grass min., 1 gal., 24" overall height, 24" o.c. 2"x4" WOOD STAKES PAINTED MIDPOINT AND AT BASE 26 SP Sabal palmetto Sabal Palm see plans for ht. BROWN 2" MULCH 13 TD Taxodium distichum Bald Cypress min., 7 gal., 36" overall height BERM OIL TO HOLD WATER 375 VO Viburnum odoratissimum Sweet Vibumum min., 3 gal., 24" ht. x 24" spd., 36" o.c. 12° BAHIA SOD Bahia Bahia Sod solid sod, green side up FINISH GRADE PREPARE PLANTING SOIL AS SPECIFIED PALM TREE GUYING DETAIL NOT TO SCALE SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. STREET TREES NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x B' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED NOT TO SCALE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE 6" TYP. J SHRUBS SHALL BE PLANTED 2' HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER %0W, SHRUB AND GROUND COVER DETAIL NOT TO SCALE o O VARIES WITH PLANT BALL 1/2" DIA. BLACK RUBBER HOSE TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER TREE TURNBUCKLE AND WHITE FLAGGING 3" MULCH RING WIDTH OF PLANTING HOLE NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL 2"x4" WOOD STAKES OR #5 REBAR 24" LONG 3" BELOW GRADE PLANT TABLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. NOT TO SCALE 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" shredded cypress mulch or equal. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. 8. All landscaping shall conform to the City of Ocoee standards. 9. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 10. All landscaping areas shall be 100% irrigated with an automatic irrigation system. 11. The developer and /or their successors, shall be responsible of the maintenance of all landscape areas. Landscape areas shall be kept in a neat, healthy and orderly appearance free of refuse and debris. The city shall conduct periodic inspections to assure that all "required" plant material is in good, healthy condition. 12. All plant material will conform to the City of Ocoee LDC. } + #++ NOTE: ALL SHRUBS AND GROUND COVER MASSES + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING'X'. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE E O v �Q) Cl) 70 o� U7q E o � p o *--h o CU 00 U rl- (y) Q- U- i L O i� L C Q ai U Q J j 70 S;;, C:^ Co z 7C3 ctsrn m z 0 o_ o= 0 U) W W Q ❑ _co CL ccu G CU CU D- jL to m Cn CZ o co E o -0 Co 4- CIL i/i O UU) cu C .E . _-7 PROJECT NO. 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-5 ITEM NUMBER IV. E PUBLIC HEARING ABC Fine Wines and Spirits, Store No. 52 Annexation Rezoning _,. -47 f, _ _ , Mayor S. Scott Vandergrift Acting City Manager V. Eugene Williford STAFF REPORT TO: Planning & Zoning Commission sJ FROM: Terry L. James, AICP, Principal Planner THROUGH: Russ Wagner, AICP Community Development Director DATE: April 4, 2005 SUBJECT: ABC Fine Wines & Spirits Applicant: John Holloway & Platinum Holdings Annexation & Rezoning: AX-04-05-18 ISSUE: Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Should the Planning & Zoning Commission recommend approval of the annexation and initial zoning for the above referenced parcel? BACKGROUND: Parcel Identification Number: 20-22-28-0000-00-019 & 20-22-28-0000-00-062 Property Size: 1.061 acres (019) & 1.294 acres (062) General Location: The subject properties are located 575 feet west of the intersection of Bluford Avenue and Colonial Drive/State Road 50 on the north side of Colonial Drive. Property # 019 is west of the current ABC Liquor Store and property # 062 is north of the existing store. Actual land use, proposed land use, unique features, and plan consistency of the subject property: The properties are vacant. The proposed land use is the expansion of the current ABC Liquor Store. There are no unique features on the properties. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Commercial City of Ocoee/Commercial Use -Joint Planning Area Land Use Classification Jurisdiction/Zoning Orange County/ Citrus -Rural City of Ocoee/C-2: Community Classification (Agriculture) Commercial City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Basking Ridge Court Case #: AX-04-02-16 Page 2 of 3 The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Ocoee/Commercial Ocoee/C-2: Community Commercial East Ocoee/Commercial Ocoee/C-3: General Commercial South Ocoee/Commercial I Ocoee/C-3: General Commercial West Ocoee/Commercial Ocoee/C-2: Community Commercial CONSISTENCY WITH STATE AND LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The requested annexation is not an enclave and such annexation would not result in an enclave being created. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. This annexation will not require a comprehensive plan amendment per Subsection 8-B of the JPA Agreement and is consistent with the JPA Agreement per Subsection 6-D. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee - Orange County Joint Planning Area Agreement. We have received no comments as of the date of this report. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be Properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added] DISCUSSION: The subject property's proposed future land use classification of Commercial is consistent and compatible with the Ocoee Future Land Use Map and the Orange County -Ocoee Joint Planning Area (JPA) Land Use Map as indicated in the tables above. The applicant's petition for the initial zoning classification of C-2: Community Commercial is consistent and compatible with future land use classification and the existing zoning classification on the surrounding parcels. Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that the urban services could be adequately provided to the subject property. Should the property owners choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. Basking Ridge Court Case #: AX-04-02-16 Page 3 of 3 Annexation Agreement: The proposed annexation agreement addresses traffic access as follows: • Dedication of 25 foot of right-of-way along the property abutting Bluford Avenue; • Joint access and cross access with the Floors Direct property to the west; • Conditional cross access with the Seven -Eleven property to the east; • Alignment of the Bluford Avenue access with the Villages of Lake Bennett property to the east; and • The construction of a north bound left turn lane on Bluford Avenue of sufficient length to allow for storage of vehicles turning into the ABC site. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use and initial zoning classifications are consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use and initial zoning are also consistent and compatible with surrounding properties. Potential traffic access issues will be mitigated by the annexation agreement. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On March 29, 2005, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended the annexation of the ABC Fine Wines & Spirits to the Planning & Zoning Commission subject to the execution of the proposed Annexation Agreement STAFF RECOMMENDATION: Based on the analysis above and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the annexation and initial zoning of C-2: Community Commercial for ABC Fine Wines & Spirits subject to the execution of the proposed Annexation Agreement. Attachments: Location Map Future Land Use Map Zoning Map Annexation Feasibility Report Draft of the Proposed Annexation Agreement File: H:\DEVELOPMENT REVIEWSWNNEXATION_ZONINGWBC Liquor\Staff Reports & Comments\ABC Liquor Staff Report_P&Z_4-12-05. doc ABC Fine Wines &Spirits Location Map � O C. 9 �D G�iy LAKE BENNE 71 Colonial Drive � e K LI L CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-04-05-18 APPLICANT NAME: ABC Fine Wines & Spirits Store # 52 PROJECT NAME: ABC Fine Wines & Spirits Store # 52 This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Terry James, AICP A. Applicant/Owner 1. Owner (if different from Applicant): John Holloway & Platinum Holdings B. Property Location 1. General Location: North side of Colonial; approx. 600 feet west of the intersection of Colonial & Bluford. These two properties are west (019) and north (062) of the current ABC Liquor at 10835 W. Colonial. 2. Parcel Identification Number: 20-22-28-0000-00-019 & 20-22-28-0000-00-062 3. Street Address: none 4. Size of Parcel: 1.061 (# 019) & 1.294 (# 062) C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Improvements to current ABC Liquor 3. Density/ Intensi : n/a 4. Projected Population: n/a — proposed commercial use D. Zoning and Land Use 1. Orange County Future Land Use: Commercial 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed; JPA Land Use Map designation: Commercial 4. Proposed Ocoee Zoning: C-2: Community Commercial E. Consistency 1. Joint Planning Area Yes 2. Com rehensive Plan: Yes FIRE DEPARTMENT Chief Ron Strosnider 1. Estimated Response Time: 3-5 minutes 2. Distance to Property: 1 mile 3. Fire Flow Requirements: 500 gpm Page 1 of 3 IV Applicant Name: ABC Liquor Project Name: ABC Liquor Case M AX-04-05-18 POLICE DEPARTMENT Chief Steve Goclon 1. Police Patrol Zone / Grid / Area: South zone Grid 32A 2. Estimated Response Time: 3-5 minutes 3. Distance to Property: Approx. 2 miles 4. Average Travel Time 5-7 minutes ECONOMIC VALUE Terry James, AICP 1. Property Appraiser Taxable Value: $175,475 (# 062) & $234,125 (# 019) 2. Property Appraiser Just Value $175,475 (# 062) & $234,125 (# 019) 3. Estimated City Ad Valorem Taxes: Unable to determine at this time. 4. Anticipated Licenses & Permits: Unable to determine at this time. 5. Potential Impact Fees: Unable to determine at this time. 6. Total Project Revenues: Unable to determine at this time. V. BUILDING DEPARTMENT Terry James, AICP 11. Within the 100-year Flood Plain: No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 8-inch line on the north side of Colonial. VI I. E . Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Force Main: 12-inch gravity main on the north side of Colonial. 5. Annexation Agreement Needed: No C. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No TRANSPORTATION Terry James, AICP 1. Paved Access: Yes from the entrance off Bluford 2. ROW Dedication: Yes, for # 062 @ Bluford Rd. widening for intersection im rovements at intersection of Bluford & Colonial 3. Traffic Study: Yes, as a component of the development review rocess. 4. Traffic Zone: 1618 Page 2 of 3 VIII Applicant Name: ABC Liquor Project Name: ABC Liquor Case #: AX-04-05-18 . PRELIMINARY CONCURRENCY EVALUATION Terry James, AICP At the time of this analysis, sufficient roadway capacity existed to A. Transportation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. n/a — non-residential use. B. Parks / Recreation: At the time of this analysis, sufficient water/sewer capacity existed to C. Water / Sewer: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. The applicant will be required to handle stormwater retention on -site. D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. To be determined upon development. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments . The project will need ROW dedication on Bluford to accommodate the intersection improvements to the intersection of Bluford and Colonial. Joint access and cross access will be required, as well as, an access management plan possibly restricting ingress/egress turning movements. These issues will be covered with an annexation agreement. X. CONSISTENCY WITH STATE REGULATIONS: Terry James, AICP NOTE: According to the Orange County Property Appraiser records, both properties are in the City already and have been assessed and taxed as such (See attached OCPA records). The Orange County GIS and the Ocoee GIS have these properties in unincorporated Orange County. (See Orange County map). Page 3 of 3 THIS INSTRUMENT PREPARED BY: Edward A. Storey, III, Esq. FOLEY & LARDNER LLP I I I North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 AFTER RECORDING RETURN TO: Beth Eikenberry, City Clerk CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 Case No.: AX-04-05-18: ABC Liquors, Inc. ANNEXATION AGREEMENT THIS ANNEXATION AGREEMENT (this "Agreement") is made this day of , 2005, by and between the CITY OF OCOEE, a Florida municipal corporation (hereinafter referred to as the "City"), whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761, and JOHN W. HOLLOWAY, an individual, whose mailing address is 6201 Matchett Road, Orlando, FL 32809, and PLATINUM HOLDINGS, INC., a Florida corporation, , whose mailing address is 6201 Matchett Road, Orlando, FL 32809 (hereinafter collectively referred to as the "Owner"). RECITALS WHEREAS, the Owner owns fee simple title to certain property located in Orange County, Florida, said property being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (the "Property"); and WHEREAS, pursuant to Section 171.044, Florida Statutes, the Owner has petitioned the City Commission of the City (the "Ocoee City Commission") to voluntarily annex the Property into the corporate limits of the City (the "Petition"); and WHEREAS, the Planning and Zoning Commission has held a public hearing to review the Petition and at such hearing found the annexation of the Property to be consistent with the Ocoee Comprehensive Plan and Joint Planning Area Agreement between the City and Orange County (the "JPA Agreement"), and has recommended that the Ocoee City Commission annex the Property into the corporate limits of the City; and WHEREAS, the City has required that the Owner execute this Agreement as a condition precedent to the consideration of the Petition by the Ocoee City Commission; and 006.362135.3 WHEREAS, the Ocoee City Commission has reviewed the proposed annexation and found the proposed annexation to be consistent with the Ocoee Comprehensive Plan and the JPA Agreement and to represent a minimal fiscal and level of service impact on the City; and WHEREAS, the City has determined that the execution of this Agreement is essential to the public health, safety and welfare and the ability of the City to plan for proper traffic circulation in the vicinity of the Property and in accordance with the Ocoee Comprehensive Plan; and WHEREAS, the City, as a component of the traffic circulation plan, is providing a full access to the City -owned Bluford Avenue; and WHEREAS, the City has determined that, subject to the terms, conditions and limitations hereinafter set forth, it is feasible to extend municipal services to the Property on the same terms and conditions afforded to all property owners within the City except to the extent set forth in this Agreement; and WHEREAS, the City has conducted an Annexation Feasibility & Public Facilities Analysis with respect to the annexation of the Property and determined that this Agreement and the annexation of the Property is consistent with the goals, objectives and policies of the Ocoee Comprehensive Plan. NOW, THEREFORE, in consideration of the mutual premises hereof, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: SECTION 1. RECITALS. The above recitals are true and correct and are incorporated herein by this reference. SECTION 2. ANNEXATION OF THE PROPERTY. Prior to the execution of this Agreement by the City, the Ocoee City Commission has adopted Ordinance No. for Case No. AX-04-05-18, thereby redefining the corporate territorial limits of the City to include the Property. SECTION 3. CONVEYANCE OF RIGHT-OF-WAY. Within 90 days from the approval of this Agreement the Owner shall convey to the City that certain parcel of the Property 25 feet in width lying adjacent and contiguous to, and along the entire length of the Property's frontage on the existing right-of-way for Bluford Avenue, as more particularly described on Exhibit "B" attached hereto and by this reference made a part hereto, (the parcel described in Exhibit B is referred to as the "Right -of -Way Property"). The Right -of -Way Property shall be conveyed by the Owner to the City by warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The Owner shall, contemporaneously with the conveyance of the Right -of -Way Property to the City, provide to the City, a current attorney's opinion of title, or a current title commitment, to be followed by a policy of title insurance, evidencing that fee simple title to the Right -of -Way Property is free and clear of all liens and encumbrances except for those matters acceptable to the City. The costs and expenses related to 006.362135.3 -2- the conveyance of the Right -of -Way Property including the cost of title work, shall be borne solely by the Owner. Real property taxes on the Right -of -Way Property shall be prorated as of the day before the City's acceptance of the conveyance of the same, and the prorated amount of such real property taxes attributable to the Owner shall be paid and escrowed by the Owner in accordance with the provisions of Section 196.295, Florida Statutes. Neither the Owner nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required conveyance of the Right -of -Way Property to the City. Notwithstanding the subsequent conveyance of the Right -of -Way Property to the City, the Owner shall be solely responsible for maintaining the Right -of -Way Property until such time as the improvements to the Right -of -Way Property are completed and the Right - of -Way Property is utilized for roadway purposes. SECTION 4. CROSS ACCESS; JOINT ACCESS; ACCESS MANAGEMENT PLAN. A. Prior to the issuance of any building permits for the Property, the Owner shall, at no cost to the City or to the benefited property owners: (1) Grant joint access easements between the Property and that parcel adjacent to the western boundary of the Property (Property Identification Number 20-22-28-0000-00-037) (the "Floors Direct Property"), consistent with the Florida Department of Transportation requirements and specifications; (2) Grant a cross access easement between the Property and the Floors Direct Property; (3) Grant a cross access easement between the Property and that parcel located adjacent to the eastern boundary of the Property (Property Identification Number 20-22-28-0000-00-063) (the "Seven Eleven Property"), at the time the owner of the Seven Eleven Property provides a reciprocal cross access easement. The form of the easements referenced herein shall be subject to the approval of the City. B. Any site plan for development of the Property approved by the City will provide for access onto Bluford Avenue that will align with the full access to those parcels located to the east of the Property (Property Identification Numbers 20-22-28-0000-00-018, 20-22-28-0000-00- 020 and 20-22-28-0000-00-054). This access point will have one lane in and two lanes out, and the centerline of said access point will be located (xxx) feet north of the intersection of the southern boundary of the Property and the northern boundary line of the Seven Eleven Property. In connection with such site plan, and prior to the issuance of any Certificate of Occupancy for any new building on the Property, the Owner hereby agrees to design, engineer, permit and construct, or cause to be designed, engineered, permitted and constructed, a northbound left turn lane on Bluford Avenue into the Property; provided, however, that the City may, at its option, 006.362135.3 -3 - require that the Owner pay to the City the estimated cost of constructing such improvements if the City determines that such improvements are to be constructed by others. This turn lane will be of sufficient length to allow for adequate storage for the stacking of vehicles as determined by the City of Ocoee. Neither the Owner nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the construction of this turn lane. SECTION 5. NOTICE: PROPER FORM. Any notices required or allowed to be delivered shall be in writing and be deemed to be delivered (1) when hand delivered to the official hereinafter designated, or (2) upon receipt of such notice when deposited in the United States mail, postage prepaid, certified mail, return receipt requested, addressed to the party at the address set forth opposite the party's name below, or at such other address as the party shall have specified by written notice to the other party delivered in accordance herewith. Owner: John H. Holloway and Platinum Holdings, Inc. 6201 Matchett Road Orlando, FL 32809 City: City of Ocoee Attn: City Manager 150 North Lakeshore Drive Ocoee, Florida 34761 SECTION 6. NOTICES; DEFAULT. Each of the parties hereto shall give the other party written notice of any default hereunder and shall allow the defaulting party thirty (30) days from the date of its receipt of such notice within which to cure any such defaults or to commence and thereafter diligently pursue to completion good faith efforts to effect such cure and to thereafter notify the other parties of the actual cure of any such defaults. This Agreement is enforceable at law or in equity by the non -defaulting party, including, but not limited to the right of specific performance. SECTION 7. BINDING AGREEMENT ON SUCCESSORS. This Agreement shall be binding upon and shall inure to the benefit of the Owner, the City, and their respective successors and assigns and shall run with the land. SECTION 8. RECORDATION. The parties hereto agree that this Agreement shall be recorded in the Public Records of Orange County, Florida, at the expense of the Owner. SECTION 9. APPLICABLE LAW. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. SECTION 10. SEVERABILITY. If any part of this Agreement is found invalid or unenforceable by any court, such invalidity or unenforceability shall not affect the other part of 006.362135.3 -4- this Agreement if the rights and obligations of the parties contained therein are not materially prejudiced and if the intentions of the parties can continue to be effected. SECTION 11. RECOVERY OF ATTORNEYS' COSTS AND FEES. In connection with any litigation between the City and the Owner, including appellate proceedings arising out of this Agreement or the violation of any law, rule, regulation, ordinance, resolution, or permit, the prevailing parry shall be entitled to recover from the other party reasonable attorneys' fees, paralegal fees, and costs hereunder, whether incurred prior to, during or subsequent to such court proceedings, on appeal or during any bankruptcy proceedings. SECTION 12. ENTIRE AGREEMENT. This instrument and its exhibits constitute the entire Agreement between the parties and supersedes all previous discussions, understandings, and agreements between the parties relating to the subject matter of this Agreement. Amendments to and waivers of the provisions herein shall be made by the parties in writing by formal amendment which shall be recorded in the Public Records of Orange County, Florida at the Owner's expense. SECTION 13. COUNTERPARTS. This Agreement and any amendments hereto may be executed in any number of counterparts, each of which shall be deemed an original instrument, but all such counterparts together shall constitute one and the same instrument. SECTION 14. EFFECTIVE DATE. This Agreement shall first be executed by the Owner and submitted to the City for approval by the Ocoee City Commission. Upon approval by the Ocoee City Commission, this Agreement shall be executed by the City. The Effective Date of this Agreement shall be the date of execution by the City. IN WITNESS WHEREOF, the City has caused this Agreement to be duly executed the day and year first above written. 006.362135.3 -5- Signed, sealed and delivered in the presence of: Signature Print/Type Name Signature Print/Type Name FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. APPROVED AS TO FORM AND LEGALITY this day of , 2005. FOLEY & LARDNER LLP In City Attorney STATE OF FLORIDA COUNTY OF ORANGE "CITY" CITY OF OCOEE, a Florida municipal corporation : Attest: S. Scott Vandergrift, Mayor Beth Eikenberry, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2005 UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgements, personally appeared S. SCOTT VANDERGRIFT and BETH EIKENBERRY, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, a Florida municipal corporation, and that they severally acknowledged executing the same on behalf of said municipality in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 006.362135.3 -6- IN WITNESS WHEREOF, the Owner has caused this Agreement to be duly executed the day of , 2005. Signed, sealed and delivered "OWNER" in the presence of: Signature Print/Type Name Signature Print/Type Name Signed, sealed and delivered in the presence of. Signature Print/Type Name Signature Print/Type Name John W. Holloway "OWNER" PLATINUM HOLDINGS, INC., a Florida corporation By: Print Name: Title: [CORPORATE SEAL] 006.362135.3 -7- STATE OF COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared JOHN W. HOLLOWAY who [ ] is personally known to me or [ ] produced as identification, and that he/she acknowledged executing the foregoing instrument, in the presence of two subscribing witnesses, freely and voluntarily. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): STATE OF COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared as of PLATINUM HOLDINGS, INC. who [ ] is personally known to me or [ ] produced as identification, and that he/she acknowledged executing the foregoing instrument, in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in him/her, and that the seal affixed hereto is the true corporate seal of said corporation. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 006.362135.3 -8- EXHIBIT "A" The Property Boundary Survey 006.362135.3 -9- EXHIBIT "B" Right of Way Property 006.362135.3 -10- JOINDER, CONSENT, AND SUBORDINATION The undersigned hereby certifies that is the holder of a mortgage, lien or other encumbrance upon a portion of the above described property, and that the undersigned hereby joins in and consents to the foregoing instrument by the owner thereof and agrees that the mortgage, lien or other encumbrance by in favor of in the original principal amount of $ , which is recorded in Official Records Book , Page , all of the Public Records of Orange County of Florida, shall be subordinated to the foregoing instrument. IN WITNESS WHEREOF, the undersigned has caused this Joinder, Consent and Subordination to be duly executed by its authorized officer or representative this _ day of , 2005. Signed, sealed and delivered in the presence of: Signature Print/Type Name Signature Print/Type Name a By:_ Name: Title: (CORPORATE SEAL) 006.362135.3 -1 1- STATE OF ) COUNTY OF ) THIS IS TO CERTIFY that on this day of , 2005, before me, an officer duly authorized to take acknowledgements in the State and County aforesaid, personally appeared , as of who [ ] is personally known to me or [ ] produced as identification, and that he/she acknowledged executing the foregoing instrument on behalf of said , in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in him/her. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the above date. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 006.362135.3 -12- ITEM NUMBER IV. F PUBLIC HEARING McCormick Woods, Phase 3 Annexation Joint Planning Area Agreement Land Use Amendment Small Scale Comprehensive Plan Amendment Rezoning Mayor S. Scott Vandergrift Acting City Manager V. Eugene Williford STAFF REPORT TO: Planning & Zoning Commission FROM: Terry L. James, AICP, Principal Planner THROUGH: Russ Wagner, AICP Community Development Director DATE: May 7, 2004 SUBJECT: McCormick Woods Phase 3 Applicant: McCormick Road LLC ISSUE: Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Annexation & Rezoning: AX-04-12-22 Joint Planning Area Amendment: JPA 05-010 Small Scale Comprehensive Plan Amendment: SSCPA 04-12-01 Should the Planning & Zoning Commission recommend approval of the Annexation, Joint Planning Area Amendment, Small -Scale Comprehensive Plan Amendment, and Initial Zoning for McCormick Woods Phase 3? BACKGROUND: Parcel Identification Number: 32-21-28-9154-14-010 Property Size: 9.866 acres +/- General Location: West of the existing McCormick Woods subdivision and east of the Western Beltway/SR 429. Actual land use, proposed land use, unique features, and plan consistency of the subject property: The parcel is currently vacant; however, the proposed use is for single family homes with an entrance through the existing McCormick Woods subdivision to the east. The parcel is landlocked; there are no other unique features on the property. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Public Facilities & City of Ocoee/Low Density Use Classification Public Facilities & Institutional Residential Jurisdiction/Zoning Orange County/A-1: Agriculture City of Ocoee/R-1-A: Single Family Classification Dwelling City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us McCormick Woods Phase 3 Case #: AX-04-12-22 Page 2 of 7 The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Ocoee/Low Density Residential Ocoee/R-1-A: Single Family Dwelling East Ocoee/Low Density Residential Ocoee/R-1-A: Single Family Dwelling South Orange Cnty./Conservation/Floodplains Orange Cnty /Public Facilities & Institutional West N/A - Western Beltway ROW N/A - Western Beltway ROW CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The requested annexation is not an enclave and such annexation would not result in an enclave being created. The annexation is consistent with the Future Land Use Element Policy 2.5 since it that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy....". [Emphasis added] Joint Planninq Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. The current JPA Land Use Classification is "Institutional"; the applicant is requesting a change to "Low Density Residential". This requested land use change will require an amendment to the JPA map. Comprehensive Plan: The current Future Land Use Map (FLUM) does not depict the parcel as "Low Density Residential"; however, the proposed FLUM amendment will change the land use classification and support the intended residential use in a manner that is compatible with the surrounding parcels. (For additional information, see the "Discussion Summary: Annexation, JPA Amendment & Small Scale Comprehensive Plan Amendment" section below.) DISCUSSION: Impacts on Infrastructure Transportation: The subject property is landlocked at this time; however, an access easement with McCormick Woods Phases 1 and 2 to the east is pending. When the access easement is executed the property will have access, through the internal roadways, to Ingram Road, McCormick Road, and Clarcona-Ocoee Road. McCormick Woods Phase 3 Case #: AX-04-12-22 Page 3 of 7 • Availability of Transportation Facilities The current Average Daily Traffic (ADT) on the following roadway segments: ROADWAY FROM TO LANES ADOPTED ADOPTED 2004 VOLUMES: VOLUME LOS LOS /CAPACITY STANDARD NUMERIC RATIO CAPACITY EXISTING REMAINING STANDARD COUNT TOTAL McCormick Ocoee- Clark Rd. 2 D 12,100 2,755 9,345 0.23 Rd. Apopka Extension Rd Clarcona- Adair St. Clarke Rd. 2 E 15,200 7,267 7,933 0.48 Ocoee Rd. Ingram Rd. Clarcona- McCormick 2 D 6,200 855 8,345 0.09 Ocoee Rd. Rd. According to Table 21 of the Transportation Element all these roadways are projected to operate above the adopted Level of Service Standard within the planning timeframe of 2020. Within the planning timeframe, Clarcona-Ocoee will be widened from two to four -lanes. ROADWAY FROM TO LANES ADOPTED PROJECTED VOLUME PROJECTED LOS VOLUME /CAPACITY LOS STANDARD RATIO PERFORMANCE McCormick Ocoee- Clark Rd. 2 D 4,280 0.27 A Rd. Apopka Extension Rd Clarcona- Adair St. Clarke Rd. 4 E 19,780 0.72 D Ocoee Rd. Ingram Rd. Clarcona- McCormick 2 D 1,010 0.06 A Ocoee Rd. Rd. • Estimated Demand on Transportation Facilities FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDS/MULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Public n/a No ITE standard is available. Insignificant; Facilities & current use as a Institutional cemetery PROPOSED Ocoee/Low Density 4 DU/Acre 7.44 Avg. Weekday Rate [ITE 4 DU *9.8 acres Residential Code 270 *7.44 = 294 Orange County Future Land Use Element Policy 2.2.4 Y City of Ocoee Future Land Use Element Policy 1.10 Adding the 294 Average Daily Trips to the above roadways will not degrade the roadways below the adopted Level of Service Standard for the current timeframe or the planning timeframe of 2020. McCormick Woods Phase 3 Case #: AX-04-12-22 Page 4 of 7 Potable Water & Sanitary Sewer: • Availability of Potable Water & Sanitary Sewer Facilities Potable water and sanitary sewer will be provided by Orange County under the terms of the Ocoee -Orange County Utility Service Agreement. • Estimated Demand on Potable Water & Sanitary Sewer Facilities FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDS/MULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Public n/a n/a n/a Facilities & Institutional PROPOSED Ocoee/Low Density 4 DU/Acre2 Potable Water: 300 Potable Water: 4' Residential gallons/day/ERU 9.8`300= 11,839 Sanitary Sewer: 270 gallons/day gallons/day/ERU3 Sanitary Sewer: 4`9.8"270 = 10,655 gallons/day Orange County Future Land Use Element Policy 2.2.4 i City of Ocoee Future Land Use Element Policy 1.10 City of Ocoee Potable Water Sub -Element Policies 1.2.1 & Sanitary Sewer Sub -Element Policy 1.2.2. The City of Ocoee has coordinated with Orange County for the provision the potable water and sanitary sewer services. According to Orange County Utilities, they have adequate water and sewer capacity to service the entire development. Drainage: Stormwater retention will be provided on -site and will meet the requirements of Chapter 25-17, Florida Administrative Code as referenced in the Land Development Code for the City of Ocoee. There are no wetlands or floodplains on the site. Solid Waste: • Availability of Solid Waste Solid waste disposal will be handled by the Orange County Landfill (Class 1 facility) that is projected to provide capacity until the year 2030 according to the adopted Ocoee Comprehensive Plan. (Ocoee Comprehensive Plan, Solid Waste Sub -Element, page 4.2-4) • Estimated Demand on Solid Waste FUTURE LAND USE MAXIMUM STANDARDS/MULTIPLIER ESTIMATED CLASSIFICATION DENSITY DEMAND CURRENT Orange County/Public n/a n/a n/a Facilities & McCormick Woods Phase 3 Case #: AX-04-12-22 Page 5 of 7 Institutional PROPOSED Ocoee/Low Density Residential 4 DU/Acre** 1 (4*9.8) DU * 3(lb/person/day) * 2.99(person/household) 354lbs/day Ocoee Solid Waster Sub -Element, page 4.2-4 Y Ocoee Housing Element, page 3-4 The amount of additional solid waste generated can easily be collected by the City's Sanitation Division and deposited at the current landfill. Recreation: • Availability of Recreation Facilities The Ocoee Crown Point PUD to the east will have 23-acre community park with the following planned facilities: an amphitheater, two soccer fields, and two baseball fields. In addition, the City has negotiated an interlocal agreement with the Orange County School Board to allow for the use of elementary school and high school sites on the Ocoee -Crown Point PUD site for public recreation. This does not include recreation or open space that may be required of the subject property under the City's Land Development Code during the site plan review process. • Estimated Demand on Recreation Facilities FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDS/MULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Public n/a n/a n/a Facilities & Institutional PROPOSED Ocoee/Low Density 4 DU/Acre** (4*9.8) DU*2.99 0.47 acres Residential (person/household')* 0.004 acres of parks & open space /resident Ocoee Recreation & Open Space Element, page 6-15 This proposed future land use amendment will have an incremental impact on recreation that can be accommodated within the community park, open space, and school recreation sites planned for the Ocoee Crown Point PUD. Discussion Summary: "Demand on" & "availability of " Infrastructure This proposed future land use classification amendment will impose demands on existing infrastructure, but it will not adversely impact infrastructure on the whole. The require infrastructure will be available "to maintain the adopted level of service standards ... when the impacts of (this) development occur." [Chapter 9J-5.003(25), FAC] Discussion Summary: Annexation, JPA Amendment & Small Scale Comprehensive Plan Amendment Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that the urban services could be adequately provided to the subject property. Should the property owners choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. McCormick Woods Phase 3 Case #: AX-04-12-22 Page 6 of 7 Joint Planning Area Agreement & Comprehensive Plan Amendment: The proposed future land use classification of Low Density Residential requested for this parcel is not consistent with the Ocoee Future Land Use Map or the Orange County -Ocoee Joint Planning Area (JPA) Land Use Map. This inconsistency will necessitate a JPA Land Use Map Amendment and a subsequent Small Scale Comprehensive Plan Amendment; however, if these two amendments are approved, the Low Density Residential classification requested by the applicant will be compatible with the surrounding land uses in the area as evidenced by the table above and the attached Future Land Use Map. Initial Zoninq: The applicant's petition for the initial zoning classification of R-1-A: Single Family Residential will be compatible with the proposed future land use classification and the existing zoning classification on the surrounding parcels. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use and initial zoning classifications will be consistent with the proposed land use classifications on the Future Land Use Map and the JPA Land Use Map . The land use and initial zoning are also consistent and compatible with surrounding properties. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On March 29, 2005, the Development Review Committee recommended approval of the annexation of McCormick Woods Phase 3 subject to an agreement concerning the roadway access to this landlocked parcel. STAFF RECOMMENDATION: Based on the above analysis and the Development Review Committee recommendation, Staff recommends to the Planning & Zoning Commission recommend approval the following actions subject to applicant providing an access easement signed by the legal entity that owns McCormick Woods Phases 1 and 2 permitting access through the private streets in Phases 1 and 2. • Annexation of the parcel into the City of Ocoee; • Small Scale Comprehensive Plan Amendment changing the future land use classification from "Public Facilities/Institutional" to "Low Density Residential"; • Rezoning the parcel from Orange County "Public Facilities/Institutional" to City of Ocoee "R-1-A: Single Family Dwelling"; and • Joint Planning Agreement Amendment changing the Joint Planning Area Land Use Map classification from "Institutional" to "Low Density Residential". Attachments: Location Map Future Land Use Map Zoning Map Annexation Feasibility Report McCormick Woods Phase 3 Case #: AX-04-12-22 Page 7 of 7 File: H:\DEVELOPMENT REVIEWSWNNEXATION_ZONING\McCormick Woods —Phase 3\Review Comments -Staff Repo rts\McCormick Woods_Ph3_Staff Report_P&Z_4-12-05.doc CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-04-12-22 APPLICANT NAME: McCormick Road LLC PROJECT NAME: McCormick Woods Phase 3 This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. 1. PLANNING DEPARTMENT Terry James, AICP A. Applicant/Owner 1. Owner (if different from Applicant): n/a B. Property Location 1. General Location: West side of McCormick Woods subdivision 2. Parcel Identification Number: 32-21-28-9154-14-010 3. Street Address: 5264 Ingram Road 4. Size of Parcel: 9.866 acres C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Single Family Residential 3. Density / Intensity: R-1-A: approx. 5.4 dua 4. Projected Population: Unknown D. Zoning and Land Use t. 1. Orange County Future Land Use: JPA Land Use is Conservation 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed. 4. Proposed Ocoee Zoning: R-1-A consistenc 1. Joint Planning Area No, this project will require a JPA amendment 2. Comprehensive Plan: No, this project will require a small-scale comp. plan amendment FIRE DEPARTMENT Chief Richard Firstner 1. Estimated Response Time: 3-5 minutes 2. Distance to Property: Station 2 on Clarke Road is 3 miles 3. Fire Flow Requirements: 500 gpm POLICE DEPARTMENT Chief Steve Goclon 1. Police Patrol Zone / Grid / Area: North Zone Grid 119 2. Estimated Response Time: 7-9 minutes 3. Distance to Property: Approx. 4.5 miles 4. Average Travel Time Approx. 15 minutes Page 1 of 3 Applicant Name: McCormick Rd. LLC Project Name: McCormick Woods Phase 3 Case #: AX-04-12-22 IV. ECONOMIC VALUE Terry James, AICP 1. Proaertv ADDraiser Taxable Value: $608.412 1 2. Property Appraiser Just Value $608,412 3. Estimated City Ad Valorem Taxes: Unknown at this time. 4. Anticipated Licenses & Permits: Unknown at this time. 5. Potential Impact Fees: These will be assessed when building permits pulled. 6. Total Project Revenues: Unknown V. BUILDING DEPARTMENT Terry James, AICP 1 1. Within the 100-vear Flood Plain: No VI. UTILITIES nnvirl Whaalar P F VII A. C Potable Water 1. In Ocoee Service Area: No 2. City Capable of Serving Area: n/a 3. Extension Needed: n/a 4. Location and Size of Nearest Water Main: n/a Sanitary Sewer 1. In Ocoee Service Area: No 2. City Capable of Serving Area: n/a 3. Extension Needed: n/a 4. Location and Size of Nearest Force Main: n/a 5. Annexation Agreement Needed: n/a C. Other 1. Utility Easement Needed: n/a 2. Private Lift Station Needed: n/a 3. Well Protection Area Needed: n/a TRANSPORTATION Terry James, AICP 1. Paved Access: Yes, from the earlier phases of McCormick Woods subdivision. 2. ROW Dedication: No 3. Traffic Study: Yes 4. Traffic Analysis Zone: 553 Page 2 of 3 VIII Applicant Name: McCormick Rd. LLC Project Name: McCormick Woods Phase 3 Case #: AX-04-12-22 PRELIMINARY CONCURRENCY EVALUATION Terry James, AICP At this time, adequate transportation capacity exists; however, this condition A. Transportation: may change and will be subject to a concurrency evaluation during the site Ian approval process. Adequate park capacity exists. B. Parks / Recreation: Not within the City of Ocoee water or sewer service area. C. Water / Sewer: The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the regulations of the St. John's River Water Management District. At this time, adequate solid waste capacity exists; however, this condition may E. Solid Waste: change and will be the subject to a concurrency evaluation during the site plan approval process. Actual impact fees will be calculated during the site plan approval process. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments The entire parcel is 24.97 acres; the portion requesting annexation is 9.866 acres. Although Orange County will be providing water & sewer services, the City will provide water reuse services. The parcel appears to be land -locked; however, the applicant indicates that roadway access will be established by connecting with existing roads in the McCormick Woods subdivision to the east. X. CONSISTENCY WITH STATE REGULATIONS: Terry James, AICP This proposed annexation meets all state requirements. File: K DEVELOPMENT REVIEWSWNNEXATION_ZONING\McCormick Woods Phase 3\Annexation Feasibility Analysis\McCormick Woods —Phase 3—Annexation Feasibility Report_2-10-05.doc Page 3 of 3