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HomeMy WebLinkAboutItem 09(a) Wesmere Properties - Preliminary Subdivision Plan.type Centex of Good LI1,� AGENDA ITEM COVER SHEET Meeting Date: May 3, 2005 Item # 9 10L Reviewed By: Contact Name: Catherine Armstrong Department Director: Contact Number: 905-3100 X1020 City Manager: Subject: Preliminary Subdivision for the Wesmere Property. Background Summary: 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 three lots and nine tracts totaling 100.23 acres. Lot 1 is proposed to be commercial and contains 14.10 acres; Lot 2 is proposed as a future elementary school site and contains 13.50 acres; and Lot 3 is proposed as residential townhomes (Villages of Wesmere) and contains 49.48 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 Magurie Road. The property is zoned Multiple -Family Dwelling (R-3) and General Commerical (C-3) and is designated as High Density Residential and Commercial on the Future Land Use Map (FLUM). Issue: Should the Honorable Mayor and City Commissioners approve the Preliminary Subdivision Plan for the Wesmere Property? Recommendations: Based on the recommendation of the DRC and the Planning & Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Preliminary Subdivision Plan for The Village of Wesmere, as date stamped received by the City on April 1, 2005. Attachments: Location Map, Zoning Map and FLU Map; Preliminary Subdivision Plan date stamped April 1, 2005. Financial Impact: Unknown Type of Item: Public Hearing Ordinance First Reading Ordinance First Reading Resolution Commission Approval Discussion & Direction For Clerk's Dept Use: ❑ Consent Agenda ❑ Public Hearing ❑ Regular Agenda ❑ Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ® N/A Reviewed by ( ) ❑ N/A Ma'Lor S. Scott Vander rift City Manager Robert Frank STAFF REPORT TO: The Honorable Mayor and City Commissioners Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 FROM: Catherine Armstrong, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director DATE: April 19, 2005 RE: 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/DISCUSSION: 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. 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 2 is proposed as a future elementary school site 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. PLANNING AND ZONING COMMISSION RECOMMENDATION: On April 12, 2005, the Planning and Zoning Commission held a public hearing to consider the proposed Preliminary Subdivision Plan for the Wesmere Property. The City Staff and the Applicant of the project answered questions from the commission regarding consideration of a traffic study warrant analysis at the Final Subdivision Plan. A citizen from the audience raised concerns regarding the traffic produced by the townhome development and how it would impact the entrance into his subdivision, Wesmere, located directly across from the Maguire Road entry into the townhomes. Because the impact at this intersection would be from the development of the townhomes, the commission discussed placing the condition of a traffic study warrant analysis during the public hearing for The Villages of Wesmere. The Planning and Zoning Commission vote unanimously to recommend approval of the Wesmere Property Preliminary Subdivision Plan, as date stamped received by the City on April 1, 2005. STAFF RECOMMENDATION: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commission approve the Preliminary Subdivision Plan for The Villages of Wesmere, as date stamped received by the City on April 1, 2005. Attachments: Location Map, Zoning Map and FLU Map; Preliminary Subdivision Plan, date stamped April 1, 2005 Wesmere Property Surrounding Future Land Use Map oe Center of Go i �0J Ocoee Community 1 inch equals 600 feet 200100 0 200 400 600 Printed: April2005 QSubject Property Unincorporated Territory ® and Other Municipalties Low Density Residential Medium Density Residen High Density Residential Professional Offices and Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Spy Public Facilities/Institutior Lakes and Water Bodies Wesmere Property Surrounding Zoning Map Ocoee Community Developm 1 inch equals 600 feet 200100 0 200 400 600 Feet Printed: April2005 13Subject Property Unincorporated Territory M and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 AAA Single -Family Dwelling (R-1 AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R- Multiple-Family Dwelling (R-3) dk, Mobile Home Subdivision (RT-1) W Professional Offices & Services I Ek Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Copy of Public Hearing Advertisement D,gtP PllhlichArf Sentinel Orange Extra, Thursday, April 21, 2005 Page H2O Advertisement CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR PRELIMINARY SUBDIVISION PLAN WESMERE PROPERTIES CASE NUMBER. LS-2004-020 NOTICE IS HEREBY GIVEN, pursuant to Section 4-3, A, (3), (b), Ocoee Land Development Code, that on Tues- day, May 3, 2005, at 7:00 p.m., or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the Ocoee City Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider a Preliminary Subdivision Plan for Wesmere Properties, lo- cated on the east side of Maguire Road, south of the Florida Turnpike and north and south of the Tomyn Boulevard extension. The City Commission will review and may make a decision concern. ing the proposed Preliminary Sub. division Plan based upon its confor- mance with the requirements of the Ocoee Comprehensive Plan, Land Development Code and benefit to the public. The complete case file, Including a complete legal description by metes and bounds, may be Inspected at the Ocoee Community Development Department, 150 North Lakeshore Drive, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 P.m., Monday through Friday, except le- gal holidays. The City Commission may continue the public hearings to other dates and times, as it deems necessary. Any Interested party shall be ad- vised that the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearings and that no further notices regard- ing these matters will be published. Interested parties may appear at the public hearings and be heard with respect to the proposed Pre- liminary Subdivision Plan. Any Per. son wishing to appeal any decision made during the public hearings will need a record of the proceed- Ings and for this purpose may need to ensure that a verbatim record of the proceedings is made which in. cludes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of the proceedings should contact the City Clerk's Office 48 hours In ad. vance of the meeting at (407) 905- 3105 OLS6142639 01 rem DESCRIPTION: i Range 28 East Orang e count Florida, of Section 29 Township 22 South portion of the Southwest and the Northwest/a P 9 9 Y' A p /a being more pa rticularly icularl described as follows: P YP,R IMINARY SUBDIVISION PLAN FOR' r 28E East; thence run North Township 22 South, Range e Southwest of Section 29, COMMENCE at the Northwest corner of the ,� P » distance of 50.00 feet to a point on the East right of wa line of Maguire Road, said point also being 89"15 48 East, for a d PY 9 »78 feet the POINT OF BEGINNING, thence run North 00 4412 West, along said East right of way line, for o distance of 29. thence run North 89.15'48" East, along said East right of way line, for a distance of 7.18 feet; thence run North 13'18'01" East, along said East right of wa line, for a distance of 135.31 feet, thence run North 00 44 12» West, along said East right iY _ i a radius of - ent curve concave Southwester! having of way line, for a distance of 191.71 feet to a point on a non tang Y, 9 Y . » to 1 0 nhtofw a me f e Southwester! d' South 5Q 21 55 East said point also being on the y 4495.60 feet, and a chord distance of P 9 Y 9 O 00 • o e along the arc of said curve and he Sunshine State Parkway); thence run Southeasterly the Florida Turnpike also known as t y), Y 9 on rc distance of 26 09.37 feet to apoint 0 33.15 22 for an a t of way line, through a central angle f PROJECT :TEAM MEMBERS. said Southwesterly right y g 9 UTILITY PROVIDERS ,. Ln K,Cb s 1 of the Southwest of said Section 29; thence run South 89'37'57" West, along said North the North line of the Southeast /.� /a 9 Q V- eV 04 line, for a distance of 63.99 feet a point oint on the West line of the East X of the Southeast % of the Southwest '/ of. said OWNER / APPLICANT WATER D OD y Section 29; thence run South 00'33'03" East, along said West line, for a distance of 15.74 feet to the Northernmost corner of those lands described in Official Records Book 4263, page 1589 of the Public Records of Orange County, Florida, also being PARCEL (D: 29-22-28-0000-00-105 CITY OF OCOEE N � 1P 0 Southwester! limited access right of way line of the Florida Turnpike, also being a point on a non SOUTHEASTERN DEVELOPMENT 150 N. LAKESHORE DR' rI a point on the proposedy 9 Y LANDS WESMERE COMMERCIAL, L.L.C. OCOEE, FLORIDA 347E tangent curve, concave Southwesterly, having a radius of 4433.60 feet and a chord bearing of South 33'13'33" East; thence S Re Easter! boundaries of said lands and said proposed Southwester) limited 1551 SANDSPUR ROAD run the following 3 courses and distances along the y p p Y g PH. :(407) 905-3100 01 35 30 for an arc along the arc of said curve through a central angle of MAITLA D access right of way Ime. run Southeasterly log 9 9 N FL 32751 ,. „ FAX 407 656 8504 for a distance of 99.32 feet thence run 2 6 32 East r tangent line; thence run South 3 2 , distance of 123.17 feet to a non g , PHONE. 40-7741-8547 • Southeasterly, having a t curve, conca ve 5out a point on a non tangent r t or a distance of 334.23 feet to Y 9 South 31 26 32 East, f P 9 , " • boundary, run SEW ER thence departing said Easters , chord bearing of South 57 37 06 West, the e y y � ..., radius of 292.31 feet and a g P 9 OWNED a point of �-. CITY OF OCOEE a central angle of 6317 06 for an arc distance of 322.87 feet to p Southwester! along said curve through g i W W W W Y 9 9 „ PARCEL • � - - - W W W W curve, concave Southeaster) having a radius of 461.35 feet and a chord bearing of South Q6 Q4 28ID. ,,29 n 22 28 OOQQ_00 compound curvature of a c Y, 9150 N.. LAKESHORE DRIVE P » c distance of .DEVELOPMENT''O Q ran ar i �O central an le of 3215 48 for 1. H1=ASTERN n the arc of said curve through a .. West thence run Southwester! along g 9OCOEE FLORIDA 34761 U U U U of the Southwest t of said Section f the Southeast �SECTIONTC)VVN�HIP 22 SOUTHRANGE..he South 400.00 feet o / �� � LANDon the North Ime oft � S VbESMERE MULTIFA259.79 feet to a point MILY, L.L.C._„SoutheastPH. 407 905 310o O O O O { ) aid curve run South 89 49 05 West, along said North line of the South 400 .00 feet of the 29, thence departing s 91551 SANDSPUR' ROAD FA X 40 6 , I Records Book 4263 7 65 850 4 d Official R � elands describe m f , of said Section 29 also being the North line of those of the Southwest 9 { ) V- �- V- V- /a /a M AI TL e 589 of said Public AND FL 32751 Record s Book 426 3 a 1 mOfficial e lands described0 © 0 1592, and als o being the South line of those page page 9 f ONE. 40 7 7 41 8547 for a distance o West line of said lands, a Ion the W thence run South 00 32 57 East, 4o feet thenELECTRIC Records, for a distance of 525.9 .CITY OF OCOEE,400.01 feet to a point on the South Ime of the Southwest � of said Section 29, also being the North Ime of CROSS CREEKFLORIDA OF OCOEE, as recorded in Plat Book 33 page 30 of said Public Records; thence run South 89'49'05" West, along OWNER FLORIDA POWER said North line, for a distance of 1091.74 feet to the Southeast corner of those lands as described in Official Records Book Ei11 E. BAY STREET 000 U 00'05'22" West along the boundary of said land for a distance of PARCEL ID: COVE PAR HERS, 0-00-106 WINTER GARDEN, FL 34787 5949, page 3779 of said Public Records, thence run North g y WESMERE COVE PARTNERS, L.T.D. » 1 feet; thence run North 23 09 27 West along the boundary of said lands, for a distance of 19 .05 f e , PH. 407 646-$209 151.93 feet, thence run 9 Y { ) • way line 1551 SANDSP UR ROAD aforesaid East right of FOR ` 88 5417 West along the boundary of said lands, for a distance of 244.15 feet to the of g y South g Y FAX 407 905-3365 M AI TLA ND - FL 32751- along said East right of way line .for , boundary of said lands run North 00 4412 West, n y , of Maguire Road thence departing the bow y 9 9 , P 9 „ • d m Official lands as describe boundary of those n s along the boun P • rice run -North 89 54 50 East, HONE. 407 '741-8547 a distance of 124.43 feet, the 9 Y � ) , PHONE h ce run North 00 4412 West, along the boundary of said 779 for a distance of i44.36 feet, ten 9 Y Records Book 5949, age 3 , page „ SPRI NT ace of f a distance 54 50 West along the boundary of said lands or feet thence run South 89 Y • land for a distance of 448.85 9 » ARCHITECT 1 West, along said East right of way PD V LOPM NT.O. BOX 770339 144.36 feet to the East right of way line of said Maguire Road, thence run North Oo 44 2 W g g Y 4.47 feet; thence departing said East right of way line, run North 44'15'48" East, along the boundary N/A line, for a distance of 77 p g 9 Y Book 5949 page 3783 of said Public Records, for a distance of 42.43 feet;SOU H AST R WINTER GARDEN, 5 34777 of those lands as described m Official Records 8 p g PH. (407 814-5351 he aforesaid East right f said lands for a distance of 30.00 feet to thence run South 89'1548 West along the boundary oENGINEER th , 9 Y_, FAX 407 4 line, for a 81 532fl East right of" wa m es aion said EC) boundary of said lands run North 00 4412 West,y , Yline; thence departing the 9MADDEN ENGINEERING INC. of way i P 9 Y, n - e boundary of sa id North89 '15 48 East a Ion th o run right ofw a Ime, astY feet thence dep arting said E9 e of 70.00Y4 distance 931 E HORATIO _ AV p" E. SUITE 260 e 12 West, r 45 44 CABLE u North thence , f a distanc e of 30.00 fe et; he 83 or ffi sal Records Book 5949 pa ge 37 , land s descri bed c P9 M T AI L AND FLORIDA ANDS SMER" • North _, ' 327 51 aforesaid Eas t of wa line; thence run No h he afar s feet to , distance o f 42.4 3 e a ds Y C101- ; r of said lands for 9 BRI HT along the boundary G .HOUSE NETWORKS 9 Y n HONE - 407 Ei29 BEGINNING. $330 o distance of 799.96 feet to the POINT OF BE 1 004412 West, along said East right of way line, for R.CIAL L*L* �� 2251 LUCIEN WAY Containing 97.27 acres, more or less. SURVEYOR ' MAITLAND, FL 32751 ALLEN & COMPANY, INC. PH. (407) 215-5991 407 16 E. PLANT STREET FAX () 215-5758 WINTER GARDEN ' ;FL 34787 GAS pHfl RIN PHONE: .407 6 S,OUTH AS V: 54 5355 LAKE A OP ;, ,, _ P KA NAUTRAL G __ ,. AS P.O. BOX 78 3007 WINTER TER - .. I GARDEN, FL 34778 PH. (407) 656-2734 FAX 407 - ( ) 656 9371 ANDS W SMR MUI TI,FAMILY • *,.0 AND ;, SM R -C EOV PARTN RS IND"'EA" OF SHEETS 1551, SANDSPUR:ROAD VICINITY MAP COV COVER SHEET 1-1 BOUNDARY SURVEY 1-1 TOPO SURVEY SY-1 SYMBOLS AND ABBREVIATIONS CA-1 CONDITIONS OF APPROVAL PSP -1 PRELIMINARY SUBDIVISION .PLAN ST-1 - ST-2 MASTER SITE AND UTILITY PLANS MS-1 MASTER STORMWATER 8e MASS GRADING PLAN DT-1 CONSTRUCTION DETAILS to Cq 0CD P4 LL Uj 0 :IVIL NGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 (407) 629-8330 (407) 629-8336 �o 0 _o N CC r DESCRIPTION: e Count Range 28 East, Oran y, Southwest 1 4 of the Northwest.1 4 of Section 29, Township 22 South,g 9 y, A portion of the So / / Florida, being more particularlydescribed as follows: 4' WIRE FENCE CORNER Is the Southwest -� of Section 29, Township 22 South, Range 28 East; thence run North COMMENCE at the Northwest corner of / P RECOVERED 1/2 IRON " 6.2' SOUTH, 5.0' EAST , . �� Maguire Road said omt also being ace of 50.00 feet 'to a point on the East fight of way line of Mag p 9 S9 15 4$ East, for a distance p ROD NUMBER 68 , • e run North 004412 Westalon said East right of line, for a distance of 29.78 feet, the POINT OF BEGINNING, thence , 9 „ • ,, 1318 01 East, along said East right of way line, for a distance of 7.18 feet, thence run North thence run North 89 15 48 E g 9 Y o � • • East, along sold East right of way line,. for a distance of 135.31 feet, thence run North 00'44'12" West, along said East right �4 SOUTHWESTERLY RIGHT-OF-WAY of wayline, for a distance of 191.71 feet to a point on a non —tangent curve, concave Southwesterly, having a radius of N00'44'12"W OFTURNPIKE FLORIDA LINE STATE LINESUNSHINEsrATE PARKWAY > 4495.60 feet, and a chard 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 the Florida Turnpike (also known as the Sunshine State Parkway); thence run Southeasterly along the arc of said curve and 4' WIRE FENCE 0.7' NORTHEAST said Southwesterly right of way line, through a central "angle of 33'1522" for an are distance of 2609.37 feet to a point on the North line of the Southeast -14 of the Southwest 1/ of said Section 29; thence run 'South 89'37'57" West, along said North / N1318 01 E � -line, for a distance ` of 63.99 feet to a point on the West line of the East � � of the Southeast 14 of the Southwest 14 of said 135.31 ' thence run South 0033'03" East," aloe said West line, for a distance of 15.74 feet to the Northernmost corner Section 29, 9 N89'1548E '" -- �. SOUTHWESTERLY RIGHT or wain LINE \ l Records Book 4263, a e 1589 of the Public Records of Orange County, Florida, also being Of those lands described in Official ooP g , „ 7.18 ♦ „ » OF THE FLORIDA TURNPIKE (SUNSHINE STATE PARKWAY) ( APHIC SCALE a point on the proposed Southwesterly limited access right of way line of the Florida Turnpike, also being a p�omt on a non W N004412 , SEE DETAIL A lTlb tangent curve, concave Southwesterly, having a radius of 4433.60 feet and a chord bearing of South 3313 33 East; thence 29.78 { I / 200 0 100 200 400 800 - run the following 3-courses and distances along the Easterly boundaries of said .lands and said proposed Southwesterly limited POINT OF (� I �p • run Southeasterly along the arc of said curve through a central angle of 01 35 30 for an arc access right of way .line. y g 9 �7 BEGINNING - p ,, line; ` thence run South 32 26 32 East for a -distance of 99.32 feet; thence run distance. of 123.17 feet to a non tangent I►ne,, '9 » » f 284 28 f t 4- POINT OF COMMENCEMENT I III T/, ( IN FEET ) — �— J v� �. inch = 200 ft. South 31'26 32 East, fora :distance of 491.79 feet; thence- run South 03 48 42 West, for a distance o ee o a NW CORNER, SW 1/4 OF SECTION z9-22-26 = —= _ — — /Y,o/ point on the North line of the South 400.00 feet of the Southeast 1/ of the Southwest 14 of said Section 29; thence run �8.00' FLOR1oA POWER �� South 89'49'05" West, along said North line of the South 400.00 feet of the Southeast 1/ of the Southwest 1/ of said Section CORPORATION EASEMENT SOUTHWESTERLY LINE OF LIMITED 29, also being the North line of those lands described in Official Records Book 4263, page 1592, and also being the South " RIGHT-OF-WAY LINE s RIGHT OF N891548 E ORB 2335, PG 522 ACCESS �/ said Public Records for _a distance of 874.84 feet; to ry line of ..those fonds :described in Official Records Book 4263, page 1589 of i , I 4 WIRE FENCE 0.7 NORTHEAST 50.0010 S » . ti 400.01 feet to a point on the South / thence' run South 00 32 57 East, along the West line of said lands, for a distance of p -P { �ji g -P S line of the Southwest / of said Section: 29, also being the `.North line ,of CROSS CREEK OF OCOEE, as recorded in Plat Book T � t I' f d' t f 1091 74 f et - to N rn I PARCEL q � A said Nor h in e or a is once o e thence run South 89 49 Q5 West alon ai ecords• .then , 33 page 30 of said Public R 9 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) (OVERALL PARCEL) 1%0/ (" , » run North 00'05'22" West, alongthe boundary of said land for a distance of 151.93 feet; thence run North 23'09 27 West, Y , » . ( ORB 5949 PG 3810 . VACANT LAND �!� -9y `` o a -distance of 191.05 feet; thence run South 88 5417 West along the boundary of said along the boundary of said lands, for 9 Y PLANTED PINES ( ) �� % re Road; thence departing the boundary lands, a distance of 244.15 -feet to the aforesaid East right of way line of Maguire p g y r � O = 60 R 4495. distance of 124.43 feet thence run North of said lands,' run - North'. 00 4412 West,.. along :said East ,:right of way line, for a di t e , o a o � _ 609.37 L 2 � 9 for a distance of s Book 5949 page 377 r a described in Official Record o boundary ' of those ands s de cr 89 54 50 East, along the boun y P 9 LANDS DESCRIBED IN ORB 5949, PG 3783 I C�H=S50 21 55 E 144.36 feet; thence run North _00'44'12" West, along the boundary of said land, for a distance of 448.85 feet; thence run (NOT INCLUDED) _ 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 N a N45'44'12"W L4=33'15'22" 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 4415 48 East, along the boundary of those lands as described in Official P _ , " a-833318 „ West, along 83 of said Public Records for a distance of 42.43 feet thence run South 8915 48 e t I Records Book' 5949, page 37 , , 9 » N00 4412 W S8915 48 W _ . , „ a8211s _ R -697.12 -ELEVATION 0 F WATER ,e I of 30.00 feet the aforesaid East right of way line ...thence departing th the boundary of said ands, for d distance g y p g Y 70.00 / , 30.00 _ , _ R 550.00 � N ,� 0 _ L -1016.62 . " E _ _ 64os22 E te. sboundary " STAIN ONI \Y HEADWALL , » for a distance of 70.00 feet thence .. of said lands, run 'North 00 4412 :West, ..along ,.said East right of way fine, , / \ { _ - L-80.19 C.B.-N863335 W " a o �� o C.8.=N42'19 43 W _4 _ 7 120. 2 , » m said East -ri right of way line, run North `891548 East along the boundary of said lands- describe din Official Records departing g y , > 9 Y SEE DETAIL » » B I I _ z PARCEL , » Book 5949, page 3783, for a distance of 30.00 feet; thence run North 45 4412 West, along the boundary of said lands, for LANDS DESCRIBED I N \ / N 89'75'48" E 875.66' _ 6-8r49'S3" ELEVATION OF WATER distance of ' 42.43 feet to the aforesaid East right of way line; thence -run North 00'44'12" West, alongsaid East right of a i ,g y , g 9 PG 3783 94 , ORB 5949' NOT INCLUDED ( ) ♦ ♦ / / , R=550.00 15 UTILITY EASEMENT L-78553 ORB 4263 PG 1607 STAIN ON .HEADWALL. • way line for a distance of 799.96 'feet to the POINT OF BEGINNING: Y � . , » 1 4$ E N44 5 , / O 0 5 PARCEL 3 •. PAR / / _ 120.32 Containing 100.23 acres, m ore or less. 9 42. 43 / / / ,. <o Q �.-. _ li_10 SLOPEEASEMENT ORB PG 381oT (SE 11) _ R _550.00J L=865.72 » / //�EE •DETAIL C RECOVERED 4; MONUMENT 1 4 4 CONCRETE EAST, 0.07' SOUTH O W � IZ d=9011 08 / S89 37 57 W a o // 63.99' w a �� J / /� �� _ ` R=4433.60 ' SURVEYORS NOTES: Y - — j FV D4 / �i 1 L=123.17 „ m g : I S00 33 03 E 1 CH=S331,3 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 9 / P 9 C� m Q o � A PORTION OF THE ;SW 1/ 4 1 PARCEL 4 15.74 , , - C=123.17 „ , » - as being an South 00 4412 East based on assumed datum. Z v v I AND THE NW 1/4 � RECOVERED 4X4 CONCRETE _ , MONUMENT RECOVERED ©=-1 35 30 .p i —30' DRAINAGE EASEMENT OF SECTION 29-22 5/8" IRON ROD NUMBER 024 \ \ There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on J $.o' CONCRETE - ORB 5949. PG 3793 WEST, 0.46 N29-22-28, 0.16 1 '" S3226 '32E this boundary survey that may affect property rights and/or land use rights of the subject property. SIDEWALK 15' SEWER FORCE MAIN EASEMENT I ( o o RECOVERED 5/8" IRON ROD l NUMBER 3556 RECOVERED \ 99.32' \ This Surveywas -performed with the benefit of a Title Insurance Commitment provided by First American Title Insurance ORB 5878, PG 4536 I w 5/8" IRON ROD NUMBER024 0.28' WEST, 0.41' NORTH , Company, Agents File No. 020967-0129 effective date November 23, 2002 at 8:00 a.m. » S89'54 50 W I 0 m RECOVERED 5/8" IRONJ ROD LB NUMBER 024 \ RIGHT-OF-WAY LINE > AS SHOWN ON RIGHT-OF-WAY MAPS q 144.36' \ There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local l W o RECROD N .S//8" IRON R00 NUMBER 3556 s 4442'32" E 125.88' Governments affecting the subject property not shown on this survey. ' UTILITY EASEMENT 15 UTIU E ) "' 4 CONCRETE RECOVERED X4 0 \ ♦ F � 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. - y I m PARCEL 2 ORB 4263, PG 1607 MONUMENT FDOT SURVEY l � � �� D PINES PLANTED } I �' MARKER WITH BRASS DISK STAMPED BM 5951 'S nOt VaIId This Survey I WIthOUt 'the SI nature -and Ot I final raised' seal of a Florida g g licensed surveyor and mapper. ' Y PP I w to I` woM^ Z o I I o THE EASTERLY LINE PER ORB 4263, PG 1589 SOUTHWESTERLY LINE OF z ,.., F ✓ ~ -• \ CORNER FALLS IN LAKE Underground utilities and improvements were not located, unless shown hereon. g P z o o P l ¢ Q w p � PROPOSED LIMITED ACCESS o RIGHT-OF-WAY LINE f NOT SET I I z oo I ) 6' CHAIN LINK FENCE ( �' �\ Subject property shown hereon is in Zone X ,area determined to be outside 500 ' year floodplain, according to Flood Insurance w WMMZ(n J N R - : 1 ;'; LAKE BONNET �y \ Rate Map panel number 220 of 700, Map number 12095CO220 E, effective date December 6, 2000. N89'S4'SQ"E < o w o - l w ° o z �{ _200.00 L-141.48 A 40 31 52 I THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE i{ d CO N \ 144.36 I w z I < N T.B.=N 39 58 48 E 1 29 SOUTHWEST QUARTER OF SECTION . w TOWNSHIP 22 SOUTH. RANGE 28 EAST der s 00 \ I am o o ROD / NAIL & DISK #68 I w PARCEL 4 S 89'49'05' W 00 2` Cdco EDGE OF WATER \� 27ss' ; LOCATED 3-15-04 „ N00'4412 W (TYPICAL) I I ` i; s 124.43' N 50'01'07" W r ;1,Q 497.14' : 349.84' .. 874.84'CORNER FALLS IN LAKE S8949'05"W t►--- 30' DRAINAGE EASEMENT ORB 5949, PG 3793 43.42 lul I/V I NOT SET » S88 5417 W U RECOVERED 1/2" IRON ROD NUMBER 68 r—THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE ------ SOUTHWEST QUARTER OF SECTION 29, `" (,r1, 244.15 0 c) 0.4EAST, 0.10' NORTH T TOWNSHIP 22 SOUTH, RANGE 28 EAST �� _------ Q O NORTH LINE OF ORB 4263, PG 1592 EAST RIGHT OF WAY LINE OF MAGUIRE ROAD DRAINAGE EASEMENT tJ �: O (r N NORTH LINE OF THE SOUTH 400' OF THE SE 1/4 OF THE SW 1/4 �� � \� \ --------�-.. ( AGREEMENT RW-8 tr PG 3830, Ln OF SECTION 29-22-28 PG 1589 ORB 5949, -4 SOUTH LINE OF ORB 4263, LANDS DESCRIBED IN 30' ACCESS EASEMENT 10' FPC DISTRIBUTION EASEMENT LYING ' z�i m �/ \� / \ ORB 5949, PG 3779 ( NOT INCLUDED ) ORB 4263. PG 1597 5 EACH SIDE OF FPC FACILITIES IN THE 20' WIDE EASEMENT AREA, ORB 4286 / / ♦ ♦ ,�� �\ �/ 4' WIRE FENCE ♦♦\ » I N00'05 22 W 20 UTILITY EASEMENT ORB 4263, PG 1607 EDGE OF PAVEMENT PG 3210 AND ORB 4291, PG 2636 WEST LINE OF WATER PLANT ORB 4263, PG 1592 AS DESCRIBED IN ORB 4263 PG 1592 / / / RECOVERED 1 2" IRON ROD NUMBER 68 ` ` ' ♦♦ / ♦ ♦ 4JL/ ♦ / 6 CHAIN UNK FENCE \ I 151.93' _ — — — — — / \\ LECTRIC BOX (1.2'SW) ♦♦ / 26.0' WEST, 38.7' NORTH \ — — — —Tlil , »,N8941185.70' Q \ TRAFFIC SIGNAL BOX (0.8'SW)S89.49 05 W i 1091.74 Lor toms Lor xc Lor n Lor ss { TRACT ALor 9 LOT 10 1Lor 27 LOT Sd ILOT 29 ILOT30 i LOr31 ILOr32 i ( OD \ \ )/� ! TRAFFIC SIGNAL POLE BLOW OFF VALVE 9.6'E RECOVERED 4X4 ACTUAL CORNER FALLS IN FENCE CORNER / o { FENCE CORNER IS SOUTHEAST CORNER OFIVACY FENCE SOUTH LINE OF THE CONCRETE MONUMENT " W z {WOOD PR - RECOVERED 1/2 IRON ROD NUMBER 1 0 0.6 EAST, 0.1 SOUTH { LANDS DESCRIBED IN SW 1 4 OF SECTION 29-22 28 I >z A 1 - CORNERS ARE ON LINE / 68, WITNESS CORNER 5.0' NORTH ON LINE ORB 5949, PG 3779 AND THE NORTH LINE OF 6 WOOD PRIVACY FENCE 1 { / � `7 1 1 RECOVERED 4X4 CONCRETE MONUMENT { (NOT INCLUDED) CROSS CREEK, OF OCOEE CORNERS ARE ON LINE I ) 1 { 1 LEGEND. h� 1 � N ' I 1 { 1 RECOVERED 5/8"IRON ROD NUMBER 024 1 o _ I _1 CROSS CREEK, OF OCOEE THE SOUTHEAST CORNER OF I Q I I m I I I 0.16 WEST. 0.46 NORTH. I PLAT BOOK 33, PAGE 30 SECTION 29, TOWNSHIP 22, SOUTH I I 1 Ure I a NON-EXCLUSIVE PERPETUAL P.C. Denotes point of curvature RANGE 26 EASTp Denotes point of tangency I SANITARY SEWER 151, PLAIN 1 I 1 I 50.00' EASEMENT, ORB 4151, PG 4754 t I { I y/y P.T. D P g y 1 ____________ _ I I I I 1 RECOVERED 5/8" IRON ROD NUMBER 3556 I Denotes water valve P.C.C.Denotes -point of compound curvature , 1 twit N89'15'48"E 1 J 1 RECOVERED 5/8" IRON ROD NUMBER NORTH i V�J \ I 1 t 1 0.28' WEST, 0.41` NORTH 1 OS Denotes sanitarymanhole { POINT OF % { I { NORTHERN MOST CORNER OF LANDS I --t3— Denotes sign POINT OF ( I 1 i}J / 1 PER ORB 4263, PG 1589 / Denotes meter box g BEGINNING / 1 \ FENCE CORNER I / COMMENCEMENT ( \ / \ s 4x4 ONCR CONCRETE / Denotes storm manhole / QD Deno \ / \ 0.6 EAST. 0.5 NORTH RECOVERED C . E / :-. control box SW 1 4 OF / MONUMENT 1,14 EAST 0.07 SOUTH concrete Ts `Denotes traffic signal ` / NW CORNER, / \ , \ , �•'` -• Denotes cone { / SECTION 29-22-28 concrete curb ❑ Denotes catch basin � wood power pole _ / \ , Denotes edge of pavement with con Denotes p p �-10' SLOPE EASEMENT I I g P (SE 12) � / Denotes centerline . THE WEST LINE T THE EAST HALF , Ofpavement ♦ I ORB 5949. PG 3810 j `\ / ........ S edge�' Denotes overhead power ♦ � � SOUTHWESTQUARTEROF QUARTER 29,� / Denote g TOWNSHIP 22 SOUTH, RANGE 28 EAST 1 R/w Denotes right—of—way • � ,♦ TRAFFIC SIGNAL POLE (12.6'E) , � ov C Denotes guy wire `• ,' �� ,' �,\ ,,' Denotes fire hydrant e , tiYa Y off valve IXI Denotes blow . rs Denotes traffic signal box riser g ,- E Denotes electric box and / ARV ❑ s ..air release valve Denote Denotes electric manhole M Denote P riser -- s telephone FV Denotes fire valve '--------- p4 ORB Denotes Official Records Book DETAIL "A» DETAIL "B" DETAIL "C» © Denotes cable television marker / riser Denotes traffic signal post 16 `EAST PLANT STREET WINTER GARDEN, FLORIDA * 34787 (407) 654-5355A407)654-5356 FAX Q W W 00 tV ?- W a W > Q Q W 0, C� 1L O Q C4 _cv z O Q 0- — U CO w z D W v ♦R z O z Q ry o Q 1— 0 IM _ Z' 0 P U W�� 0) } m t7 to ty, W1. .t.'.. _Z a7LLI LJ J /�/ �! vL .ate*: �• H to w 2 o w Q JOB # 24070 DATE: 3-23-05 SCALE: 1 = 200' CALC BY: GT FIELD BY: N/A DRAWN BY: DM CHECKED BY. JLR 24070\SUR\24070 OVERALL INCLUDING POND.DWG SHEET1 1 OF TOPOGRAPHIC S E Y------. - oz � Q 9 0 its...: _ , .. •- _. .. b ,... ' .. .Y mDOVH VAEVE.800f: t i. LMNTED ti ., ._ a s e ° � ,'�'' ♦ �_ AtAlvfra�r.e 3 , e i ...-_._..�._._ 7ERr1G1NV. j1ME, ....ARV :. .. WA ''.,. .. e 6 . . �.. .., t .. �'�A' s Atetor�s R a ---- __ AtN AI RN�t•- REtt l AAtAt ,1TJ:14Ml1d+l LNNE . + + + + + \ � �►' d'• �' + •,:AtEs Ag1ERED>END SECTION FP! .. Au,AsUeEa 1 •r_ 1 \ arl.. .. .,:... .. � . + + EAO•t ELEt:7RtC AtANblt7tF NtMv-RADiAC _. ,. Nr nrav xA1VApVT ., 'P . ,. _,. ,,.. �• � \ CPP COnft UT>iifY POlE 2` y z .gf"ii fl.Ci �, — e +. \ .S 12Qa?f , .. .. j *'. :. N8t)NAIL:i><SK !NV 38 RCP .� \ t R. m Et1CTRiC:RISER P r .;� •. -;., .. , . END A ` .•, - ... t;%E :BOX tt ;. _ i fn:' ._ '1 \ R/►y 11NE AS SfiOAPt ON OItC QRLItnlOO'tlTtL17JES:CGMk1gS5KMt %�i�1� i ♦ R b. 0 t _ _ LtGFiT POLE . HIGHHROeKE Hoi! .., � , , -� � � � R e .. .._... _.. .�\ � # � . R M1 ,, ..,.,. ..,. �piT t]F :WAY MAPS all8 OFF7pAL DiECtJR'DS BOOK ... 0 _ 1 x , ' ♦ , , a 9 M1R , + a'� , , + + \ .: _ wants �'. � = M1"' , , + + + t�IAAT ;l2.l3 � + + .. .. + h$ _ P1AT 80QK 4. + , # , 'F 81 +.. + + ... ttP tt7>t T1'.POLE CiRiC'BOX PC PAGE I. .... � PAaEs -fi .�.: nCHLaRft)E 27 ,. • \ ova c�+s vArtf: t3Cl2B . 1 • PC POW' _Bc uowt: uxratowvo cAs MASER ,'' PtiC PtfINT,OF,CGIMptAMD LaItRYA1UfAE _ . . , t 47. UGF 1,. 1 1., t/MtfEit{fOtJflHi aJ1S FLAG EPI + 4►e _ BROOKSTONE-UNIT 1 ' <; I -O. 4 . ; �, . , , , , ♦M1 �\-----ti---- UNOtIWNb OAS tRVE `�' PI�N�Ni CQNIR�OL POlrlr PLS LAND SURVIE AM? aEV. 124. •, PLAT BOOK 43, PAGES 47 pot• A • 1.: . 7E : , a 7 \ . .... ... a _ p1tC YA •... k < �' plffNT,liF CUR TUAto AND CAP LBlflf ? SEr 1 aRtMi _ M1 M1° , 3 ♦ + + fi Q 'M1�' Af , e � + + + + + � _ onn�ItENr i .. M1 + + f + + + + + + '�' ,PM + + I + + + '�° PT P +,. + .: a ,, . _. An(f�QyCY �' .. �+ t]1tD..lt CtF ' \ h PDc Pt7rNr ,Of c�AiAAENt:�t(ENr rOP i2A7D A� ACt; y �. + \ CURB. tlYLtiT tp.. BtT _: i s .,... �. : , ... + !► t2E. _ 'i'i - - - o ,.. _ Cl ....... 'R1� RdIT�iOR+t�. �GNGtiETS P}PE o a , .. > Rill*NAY i !E . Ahl� i23: i7 8�' PVC , �'¢ ♦ + r J <. b e a a M1 �� �. + 0 a �t` + + + + + s INv x2a77 3tr RCP a , + 1 R•C REei�R CAP N + + + + '� r: .., + + + + + w CURB. . + ♦ �r EP l2Q5�f � > .: 7 + � ; : sar sountEl�r: tlsEtt rtzEPrtaf,tt: .,. " sty 90Ui1RLY t .+ .. S. NVY 12nC 1 :: u7 i SAIF! SANJTARY llttVVFiOLE SITE SM N1kD. 8: B8 1 : ?. I W -` co W RK#tr-OF-NAY AIMS' F.LEV _ wit .127.20, , \ . /K' tntE As srtotftt oN � �g>�yA� 1: 3- s : / rE1 E TiNpVE st: CWQB HJLIr7 EP .l2dy'72 pp. tO, :, N .• ` +'``� �O _ +„ a • o is �y S tNV 11if,6&-38.. , , + + + + �Ip �1 ,M1 ♦ +� + :• + + + ,�,. ,�y?• + 9 4� � � APPROX LpCATK7M ♦ , ,+ tea• •-.... . ). ': r r,:. .. : • 2 . t� }'� +,�� +♦+sj +♦,' EDGE of wA7IIe \ W 1 �. 11.:. N. . �! '� •: , + I + r ELE1: ay l2+S8 \ cc N ENV I 3O PM ' • �:' i k`. F � (` ; _; .• E 6VV 19.48•-42 . R�QP: 1, , . t . t ....L ;' • I 1 + t �^,/t� . \ 1 h i 1 to 1 r,.• w •�• � � \ I 8Ct2320 1 ...,. � � :.., .. - t Q :P12,. ; , `. ' i = tX,£ SONNET a EP127.2o i t • a 13�;}R - ,� i \ ? I - emu/ + . e ,�6 1�1 '• fiO ej13' fi� fip fi� �!` i fik ;y � +1� \\ y�., a, ELEVA Tl'C�NS .LISTED FROM i +� �. + •. +� + + + + + + + { + ; WEST TO EAST (7YPLCAL) _ : h ; I \ SURVEYOR NOXS: w _______ -� ti't 6 I eG12&45 !, ,jb "�► r A p 4 1 p e i y. :2es<e ,p fi fi► fi fi ,,� fi. ,,�° ' ' is n Boundary Survey _ ,_.. This of o ound 2 'aa '1 1 ::Xrslilp: =:,q30...:::31 # :. .733 ` :" - Ursa s :• _ _ _... : • :...,..: a _ ........ txRa are based o S66 004 Square - WESMERE PARKWAY ; ,. ;'. -, _, � ,, a• ..... ,. : + ;� xs2+� • � ...: .._ .. Elevations shown hereon sed n Orange County B.M. S , s9 a cut an NE corner of drop inlet to -grass median in center of 12 xr37.3 xr27T xrsaer .• #p�;2.. rl� + N t1JYQ s 4OO f _ , l� �.. rszs" a 5E 1/�, Sw 1 s Florida Turnpike marked SSP2 11 200� West of Twin Lake'Drive. Elevation 131.512 (Orange Count Datum). e // P. i 9 Y i e b +` R 4 ♦ e ,� SEC 28-22 �8 Q __ _:x 1 ,x12a2• + .+, `+ +, +, ,' �' �; '►fi ,M1 +� +` +` +` +` +,The Bounder lines shown hereon were taken from* a Boundary Survey PerLd tinrmed b Donald W. McIntoshAssaaiat Inc., a0 _____^__--_--_ , :,_ 126 + + + ,. + + a: WFIATlm Y Y Y Y es nc, Drawing 'GS02 571, f27. t2 Dated 12/19/2002. N .. , ,w' {...........125' .... A �D 1127.35 >1. tse aaea:a� ' 'ElotO x I ,1 WV 121.17 30" RCP � �a ►ri 1 '1 , 1 1 1 M1 ,Zb ,iR° 1 M1RR a1 ° ryo '0 ,arR 114, 4 0 }��' LLAGE I i. .. APPRO%ti1tA7E E{ QE GAF' wATER " coNC:Box ra,P l2a07 WATER PLANT MILL CREEK lA , 1 ELEV.- 1234 t.>t+t vt/27/os N w 1204- w PLAT BOOK 29, PAGE 81 � 1:. :. ��� s xuv l2o�eo-12' Dt� � � Y TOP wA>Frt ELEv.-124.a7 „ uNPLA i ; ; ,• \'-�',' •; i 12LL17-•TOP OF vERnCAL 10" ?TED` :off 4 y 1 * a' o 4N. sw t 227R- 24" RCP ' b + + + ' . +01, +°` +,� +'14, +y'(t 1 1 ; 1. Q: w f, t j' ♦,1►!' : p+ ` +a t • ... 3 26' tNLEr mP t25 �s 3 26 , tY WOW FM � � 1 hereby certify that this survey, subject to the o ! PVC 12 PAVED ROAI? x: surveyor s notes contained hereon, meets the applicable tL R �'L1 $ { e 127.9 "Minimum Technical Standards" .set forth by the a 1278 ;"AP ,• • , .... + 7 _ Florida Board of Professional.: Surve ors and Mappers ' i`?t ,fi• `' _.... _:....._. ; , in Chapter 61G17-76, Florida-- dministrative Code, Q 1 1 pursuant to Section 472.C127.�: ;171.6- ida - Statutes. • - -------------J 4:+-------------------------- INC. i r ° + w 9 e r ALD Al,fi fi ?28 72$•._ ............�:... ,� s ,,; �. 13C?'' ' =w •. + W. MciNTOSH ASSQCIAES,. a yf ° ; ..6. . ' . • a' .+ 128 7296 .� .. ,¢y + 1� + , LOT 36 s 1 DON LOT 9 ,'�.�. :r+ +♦ ��, # e j1 ` +�� 1 .� I p� l TRACT A G 12 *♦ +♦., %!+ eft, LOT; 25 ° LOT. 26 LOT 28 ♦' ♦ DECif 8 NGOO FENCE �Y + �� , • ,gyp t \ LOT 27 ( ' l Fz 13R7! LOT 34 LOT 35 i LOT 8 ` POM DECK LOT ?0 , >t �29 + t I LOT 29 {LOT 0 LOT 31 (LOT 32 ( LOT 33 + Jimmy Wallace�-- �ot. ♦' 8'';fiYJOD FENCE S LINE, SW 1A SEC 29-22-28 sF> t , Florida Registered Wveyor : a�ati. M40pper Z iz }- EL 13f.22 N LINE CROSS CREEK, OF OCOEE INLET W 127.39 CORNER ; Certificate No. 5359 CROSS CREEK, OF OCOEE zm PVC �y 1 to r l2�ta7 PLAT BooK 33, PAGE 3o NOT VALID WITHOUT` THE' :SIGNATURE AND THE o 3 ' s tNv 12437-1 ? ORIGINAL RAISED SEAL OF i k•F'L.ORIDA LICENSED Ir 0 SURVEYOR AND MAPI�i_R; : ,; :.` sue•' i ABBREVIATIONS EXISTING SYMBOLS PROP:O:,SED SYMBOLS A F 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 FOUNDATION PEP POLYETHYLENE A DON ED FDN PIPE ABD AB N 100 LINEAR FEET STORM PIPE ACRES FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT --- �----- ---- � i.:� � a � ,� � l� � �,�..� 100 LF STS 24 -HDPE C� 0.20% „ AC O ---�.. CENTER LINE BUILDING LINE AC FT ACRE FOOT/FEE T OF TRANSPORTATION PI POINT OF INTERSECTION 24 HIGH DENSITY ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE BOUNDARY POLYETHELENE PIPE ®0.20% FINISHED GRADE POB POINT OF BE ADDL ADDITIONAL FG GINNING ,w ,..... ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT "' """""""""""' 4 ................................................. o "'`"'•" WIRE FENCE ` "' P CONTOURS AL ALUMINUM F&I FURNISH AND INSTALL PP POWER POLE 8�l CONSERVATION UNDERDRAIN 8" PVC PIPE T ALTERNATE FIG FIGURE PR PHONE RISER AL SETBACK - AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE AMP AMPERE(S) FIT FITTING PRESS PRESSURECHAIN LINK FENCE E RAILROADTRACKS �_ r .r DRAINAGE FLOW DIRECTION APPROX APPROXIMATE FL FENCE LINE PROD PROJECT CENTER LINE ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE ' GAS h� a - WOOD FENCE �,GAS MAIN j ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT FDOT INLET TYPE 1 ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH 0— CHAIN LINK FENCE AVE AVENUE FND FOUND PT POINT OF TANGENCY AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE y" GUARDRAIL UE UNDERGROUND AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT 8? FDOT INLET TYPE 2 ELECTRIC CONTOUR FPS FEET PER SECOND PWR POWER 80 B FT FEET FOOT EXISTING PLATS ......... .....:....... ....................................................... BFP BACKFLOW PREVENTER FTG FOOTING �t A �•�E� iUNDERGROUND BL BASELINE G Q Flow RATE TELEPHONE — — .EASEMENT FDOT INLET TYPE 3 BLDG BUILDING BLVD BOULEVARD GA GAUGE R r i i.:.., y...y...y x ,...:Y...y...y...Y....., ,.... RETAINING WALL BM BENCH MARK GAL GALLON R RADIUS OVERHEAD BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC X x X FENCE FDOT INLET TYPE 4 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 t� �:.._ BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY OVERHEAD _4 „ FDOT INLET TYPE 5 BRG BEARING GPM GALLONS PER MINUTE RED REDUCER TELEPHONE GUARDRAIL BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE BV BUTTERFLY VALVE GR GUARD RAIL REINF REINFORCE(D) W_-- --- _ - SHORELINE GRD GROUND/GRADE READ REQUIRED "' GTE UNDERGROUND GSP GALVANIZED STEEL PIPE REV REVISE/REVISION CABLE TELEVISION LOT LINE FDOT INLET TYPE 6 C GV GATE VALVE RPM REVOLUTIONS PER MINUTE - " - GV&B GATE VALVE AND BOX RR RAILROAD -. - .:— .. _ SWALE CAP CAPACITY ....... ............. ............. .............. ............. ............ .:..... ' ,EASEMENT , P/L CB CATCH BASIN GW GUY WIRE RT RIGHT PROPERTY LINE MANHOLE CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CEMENT R/W RIGHT-OF-WAY CF CUBIC FEET H RWM REUSE WATER MAIN SANITARY ,� ,^ .n � MITERED END SECTION CFM CUBIC FEET PER MINUTE HB HOSE BIBB S RETAINING WALL CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE C&G CURB AND GUTTER HDW HARDWARE S SOUTH R/W ►-- SLOPE DIRECTION ARROW CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER SANITARY SEWER LINE _ FORCE MAIN CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK .................... FM ............. RIGHT-OF—WAY LINE FOR POND SIDE SLOPE CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE C/L CENTER LINE HR HOUR SD SIDE DRAIN GLEANOUT S� 000.00' CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN wl MANHOLE CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST • •••,••••••,••0•••••••••• SETBACK LINE 4 SPOT ELEVATION CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS �Aj WATER & REUSE WATER ® STORM INLET CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION SHORELINE CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE SIM SIMILAR •-.r — ' CND CONDUIT CO. COUNTY 1-4 INTERSTATE HIGHWAY S/L SETBACK LINE CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE »X ____----- SWALE COL COLUMN ID INSIDE DIAMETER SM SHEET METAL a d;t:i WATER MAIN 6 PVC PIPE , WATER VALVE COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATIONS) HIGHWAY & UTILITIES C CONCRETE IN INCHES SQ SQUARE ITIE S coN �u--.Ya TREE LINE CONN CONNECTION INL INLET SQ IN SQUARE INCH(ES) ............. RM ............................. REUSE WATER MAIN , , FIRE HYDRANT CONST CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET yy CONT CONTINUOUS INST INSTALL SQ YD SQUARE YARD(S) SR STATE ROAD IP IRON PIPE r cooRD COORDINATE(S) _.. .. BACKFLOW PREVENTOR . '....... WATER METER ❑ COR CORNER IR IRON ROD SS STAINLESS STEEL BOUND COR NER ST STREET COUPLING IN7 INTERSECT NTERSECION T SANI TARY CPP CONCRETE POWER POLE INV INVERT S A STATION , • :••... , : •.. ........ . STANDARD 'STD .... .. CS CONTROLSTRUCTURE T S.L STEEL :::....;..., ., ., .: CONCRETE CTG COATING S T V 1!'g D RriI N CTR CENTER JB JUNCTION BOX STR STRUCTURE TOO LF SAN S PVC 0.40% 100 LINEAR FEET CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER SUP SUPPORT 520 CULV CULVERT JST JOIST SANITARY 8" PVC CY CUBIC YARD JT JOINT susP susPEND/susPENsioN STORM SEWER �......_.... FDOT TYPE 1 INLET PIPE ® 0.40% SLOPE COUNTY ROADS SVC SERVICE ' CYL CYLINDER L SW SOUTHWEST SWK SIDEWALK CLEANOUT" 9 01 L LENGTH D DETA IL REFERENCE SYM SYMBOL(S) S j� DBL DOUBLE LAT LATITUDE LO t Z4 r FDOT TYPE 2 INLET R DEGREE LAII_ LATERAL SYMM SYMMETRICAL © MANHOLE DEG o sYs � DOUBLE SANITARY DEFL DEFLECT ION LB POUND SYSTEM �/ DEPT DEPARTMENT LF LINEAR FEET/FOOT T SERVICE DUMPSTER PAD DET DETAIL LG LONG T TANGENT MITERED END FDOT TYPE 3 INLET DHWL DESIGN HIGH WATER LEVEL LIM LIMIT(S) �••--< FM 4 PVC DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK FORCE MAIN FF-98.76 FINISHED FLOOR ELEVATION T&B TOP AND BOTTOM -- „ LONG LONG r 4 PVC PIPE DIA DIAMETER W FHA LO � � / T TYPE- TBM TEMPORARY BENCH MARK TYPE A LT LEFT r .....::..3 FDOT TYPE 4 INLET DIAG DIAGONAL � -STORM INLET DIM DIMENSION LWL LOW WATER LEVEL TC TIME OF CONCENTRATION TD TRENCH DRAIN MANHOLE DIP DUCTILE IRO N PIPE DISCH DISCHARGE M TDH TOTAL DYNAMIC HEAD MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL t ;,f FDOT TYPE 6 INLETT FDOT TYPE 5 INLET GUY POLE DIST DISTANCE DMH DROP MANHOLE MAIL MATERIAL TEMP TEMPORARY WATER Q �(, � REUSE WATER DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE jJ r DRN DRAIN MECH MECHANICAL TOB TOP OF BANK Q�. UTILITIES ` HANDICAP PARKING DWG DRAWING ME MITERED END TOC TOP OF CURB HIGHWAY & TOS TOE OF SLOPE DWY DRIVEWAY MFR MANUFACTURER WM 6 , DIP' P MGD MILLION GALLONS PER DAY TOT TOTAL WATER MAIN 6" 95 — — —INTERSTATE ROADS E MH MANHOLE TS TOP OF SLOPE DIP PIPE TWP TOWNSHIP i...t...r...t...i,..t...e.. E EAST MHC MANHOLE COVER , BENCHMARK � GUY -POLE TYP TYPICAL -� t t t t t t BRICK PAVERS �-i 11 1 /2 BEND EA EACH MHWL MEAN HIGH WATER LEVEL i::.t::.t::.r.:.t::x::.t:. LIGHTPOLE EC EDGE OF CONCRETE MIN MINIMUM U 22 1 /2' BEND } . ED ENERGY DISSIPATOR MISC MISCELLANEOUS EF EACH FACE ,<..� .. � � a � MJ MECHANICAL JOINT LID UNDERDRAIN C RECOVERED 4x4 CM 4.) WOOD UTILITY POLE , _ ." . DIRT ROAD U EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND K EFF �-I 45' BEND -vim_ �'_ SIGNS EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL UON UNLESS OTHERWISE NOTED UTC UNDERGROUND TELEPHONE CABLE CONCRETE UTILITY POLE _8 MAPLE TREE EA EASEMENT LINE MON MONUMENT x� R MPH MILES PER HOUR SET 44 CMS 16 15 ELB ELBOW V _!._' 90' BEND ELEC ELECTRIC MSL MEAN SEA LEVEL ELEV ELEVATION MTG MOUNTING VB VALVE eox ELECTRIC MANHOLE 8" OAK TREE SECTION CORNER ELUP ELLIPSE/ELLIPTICAL (� I VC VERTICAL CURVE � SET IRON ROD � � TEE 21 22 ENC ENCASEMENT i `� VCP VITRIFIED CLAY PIPE R ENG ENGINEERING) NAWTH NORTH VERT VERTICAL EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE TELEPHONE MANHOLE y� 8" PINE TREE 5O STATE ROADS EOP 'r��' � CROSS EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION 0 RECOVERED IRON ROD EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY CHECK VALVE SILT FENCE EQu(v EQUIVALENT NE NORTHEAST �•�-•�•�-� - � TELEPHONE RISER �� $ PALM TREE �— ESMT EASEMENT NG NATURAL GROUND W ; -• EST ESTIMATE NIC NOT IN CONTRACT W WEST CONCRETE • � ELECTRIC BOX �-�`J-N- DOUBLE DETECTOR EW EACH WAY NO OR # NUMBER r, W/ WITH / �,� 8 MISC. TREE CHECK VALVE TRAFFIC FLOW EWL ENDWALL NOM NOMINAL wM WATER MAIN TRANSFORMER EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/o WITHOUT 52O PAVEMENT MARKING WP WATER WEATHER PROOF 0 COUNTY ROADS UP - DOUBLE WATER EXIST EXISTING NW NORTHWEST P POLE EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER 0 E WELL SERVICE Q- UTILITY POLE EXT EXTEND/EXTENSION WS WATER SURFACE 0 WSWT WET SEASON WATER TABLE ; , GATE VALVE oc ON CENTER WT WEIGHT 95 INTERSTATE ROADS MONITORING WELL OD OUTSIDE DIAMETER WV WATER VALVE Q FIRE HYDRANT BLDG OR STRUCTURE OE OR EQUAL WWF WELDED WIRE FABRIC ' OPNG OPENING WWM WELDED WIRE MESH 50 STATE ROADS DUMPSTER OPP OPPOSITE Y ORCP OVAL REINFORCED CONCRETE PIPE METER os OUTFALL STRUCTURE YD YARD RR CROSSING SIGN TYPE F CURB &GUTTER OVFL OVERFLOW METAL OR D/ REDUCER �r YR YEAR WOOD AND/OR D OVHD OVERHEAD MISC rh LIGHT POLL MIAMI CURB AND t.+- — -... RR CROSSING GATE ® AT CONCRETE LIGHT POLE 0 BLOWOFF A DELTA -TRAFFIC SIGNAL POLE BACKFLOW PREVENTER 901 CROSS SECTION DETAIL YARD LIGHT SP 24 SATELLITE DISH 2 SAMPLE POINT �., MISCELLANEOUS SIGN 0 UNDERDRAIN CEANOUT �,.--- ...GUY WI R E 16 15 RWM 6 PVC RECLAIMED WATER MAI 22 SECTION CORNER HANDICAP PARKING 6" PVC PIPE 1 2 EDGE OF PAVEMENT REUSE WATER SYSTEM CURB W/O � � / '�5,.�{I SPOT ELEVATION CONNECTION EDGE OF PAVEMENT DOUBLE REUSE W/ CURB WATER SERVICE 1 .MADDE N engineering, CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 z U z c. o F-: W -� W -� A J n w o J U _f U Z Q -'z E-- > w > w ¢ K) � W m W m Lf) imr-)m LL- 0 z� z Q o 0 o n W W < 'a I- (n w m I- V) w m = �' w ,i, <t" W to ¢ W w U) m _ _ w D O z fm : - O Q z c, J ¢ M o m o � m W Z CD Q cm ' D_ W Q z F a _ ¢ o Z L E w CD w _j � Q r U o a `` W w U JOB # 23101 DATE: - 2/26/04 SCALE: N.T.S. DESIGNED BY: DMM DRAWN BY: IAN APPROVED BY: CMM CONDITIONS OF APPROVAL e. 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 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, U ES, ENGINEERS CERTIFICATION THAT THE "SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEERS .REPORT INDICATES ANY CORRECTIVE ACTION IS Y HAS NO LAWFUL AUTHORITY TO EXEMPT A CIRCUMSTANCES. THE CITY ANY PRIVATE ENTITY OR ITSELF FROM THE .REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT S 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 2. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED ACTION. ROAD RIGHT-OF-WAY LINES WILL BE LOCATIONS OF BUFFER WALLS OR R PRESERVED IF AT ALL POSSIBLE THE f. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL' BESUBJECT: TO BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED. Q ASSESSMENTS LEVIED BY THE ASSOCIATION. LANDSCAPE BUFFERS AND AS STREET TREES. g. PRO 1S10 N PROVIDING THAT NOTWITHSTANDING THSTANDING THE CONVEYANCE OF THE STORM -WATER RETENTION PONDS TO THE 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS HOMEOWNERS ASSOCIATION, !0 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 (I) THE ENTIRE SWMS FOR THE PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. .UNTIL PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND 4. _ REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND SJRWMD 11 THE STORMWATER RETENTION ( } E N PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS 'ASSOCIATION RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN.- ALL EXISTING PROTECTED TREES ON INDIVIDUALA HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS` ASSOCIATION, I (I i) THE HOMEOWNERS ASSOCIATION 15 LOTS WILL BE EVALUATED AT THE .TIME OF :SITE PLAN .REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT DESIGNATED AS THE MAINTENANCE ENT 'Y IT ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED EACH TREE NEEDS TO BE REMOVED: BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED SJRWMD, BY ({V) 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. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT -OF- PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNERS ASSOCIATION ACKNOWLEDGING RECEIPT OF THE E FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE R 0 .WAYS AND RETENTION AREAS WILL B REMOVAL. N DEVELOPERS PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS ASSOCIATION CONSTRUCTION UNTIL H CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTR U NT L THE TREES TO BE IS RESPONSIBLE FOR MAINTENANCE OF THE SWMS. ' PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTIONBARRIERS. h. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN 6. HE REMOVAL OF ANY PROTECTED TREES T T NO PERSON SHALL UNDERTAKE LAND CLEARING OR T M A P E R ES WITHOUT FIRS _ AN INSTRUMENT RECORDED :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 HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. PROVISIONS. 7. OR AND A BLUE''RE REFLECTIVE MARKER SHALL B AFFIXED TO THE EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COL F E A 26. 'NOTHING HEREIN SHALL ,BE -CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE S STREET IN THE .CENTER OF THE LANE CLOSEST TO EACH HYDRANT. EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN, 8. 0 OWNERS MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNE .ALL DRAINAGE, UTILITY AND MA Q27. 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. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -`OF- MANAGEMENT, ACCESS AND OTHER RELATED SERVICES. REQUIRED) " WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLYQ ) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND RS Y H 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 TOTHE 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 WITHHEDGE-TYPE SHRUBBERY, SUCH AS VIBURNUM OR UGUSTRUM. 10. 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 TOISSUANCE OF THE ` 31. ALL UNDERGROUND UTILITIES SHALL .COMPLY WITH ,ORDINANCE NO. 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 11. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE. DEVELOPERS PRIOR TO CERTIFICATE ' RESIDENTIAL LOTS WHICH ARE 'LESS THAN 70 IN WIDTH, WHERE THE LOTS ABUT THE STREETRIGHT-OF-WAY. WAY. 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: ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATIONSH ALL BE CONVEYED TO A233. CONDITION OF APPROVAL DELETED PER CITY OF OCOEE COMMENT. THE PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 2 1 34.' CONDITION OF APPROVAL DELETED PER CITY OF OCOEE COMMENT. 13. 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 OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S 35. ALL TRACTS WITH UTILITY EASEMENTS WILL NEED TO BE PLATTED PRIOR TO PRE -CONSTRUCTION CONFERENCE AND SOLE COST AND EXPENSE. SET UP MASTER PROPERTY OWNERS ASSOCIATION FOR THE MAINTENANCE OF ALL STORM WATER PONDS. 14. AND DRAINAGE SHALL BE' PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. ALL CROSS ACCESS, UTILITY N N E 36. 'ALL MASTER ,SITE PLANS ROADS UTILITIES AND STORMWATER PONDS NEED TO B N E SUBMITTED IN ONE !PACKAGE AS " PART OF THE FINAL SUBDIVISION PLAN ( FSP). 15. TELEPHONE A INCLUDING ON-SITEEAD WIRES ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND ELE HONE AND INCLUD N EXISTING OVERHEAD SHALL BE PLACED UNDERGROUND. A 37. TRACT 1 (LIFT `STATION) SHALL BE CONSTRUCTED WITH THE FIRST PHASE. 16. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 1� 38. NO DEVELOPMENT RIGHTS ARE GRANTED BY THIS PSP WITH RESPECT TO LOTS 1, 2, AND 3. THESE LOTS 17. BUT NOT LIMITED TO DECLARATIONS OF COVENANTS EASEMENTS AND RESTRICTIONS ALL LEGAL INSTRUMENTS, INCLUDING, MUST SUBMIT A 'SEPE AT R E PRELIMINARY SUBDIVISION PLAN AND/OR PRELIMINARY SITE PLAN, AS THE CASE MAY - / A BE. RATION WARRANTY DEEDS ` TO HE ASSOCIATION INCORPORATION OF THE PROPERTY OWNERS ASSOCIATION, AND WAR T ARTICLES OF IA 39. IF ANY :LOTS TRACTS ARE .LATER SUBDIVIDED A PRELIMINARY SUBDIVISION PLAN AND FINAL SUBDIVISION PLAN WILL BE BD SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR'A PORTION OF THE PROPERTY. REQUIRED FOR THE DEVELOPMENT OF EACH SUBDIVIDED LOT /TRACT AND A REPEAT WILL BE REQUIRED CONSISTENT Q18. INLETS MANHOLES AND STRUCTURES THE STORMWATER SYSTEM, INCLUDING ALL PIPES, , TOGETHER WITH TRACT 2 THEREWITH. (RETENTION POND), WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 2 1 40. TRACT 2, RETENTION POND, IS A MASTER STORMWATER POND SERVING ALL LOTS AND TRACTS. 19. STORMWATER RETENTION PONDS TO THE PROPERTY OWNERS' ASSOCIATION CONVEYANCE OF THE STORMW STANDING THE CO NOTWITHSTANDING 1 41. � PURSUANT _ UANT TO ORDINANCE N0: 2001 18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENTI WITH THE LEGALLY VAL THE i THESE CONDITIONS OF APPROVAL, R ANY PROVISION TO THE CONTRARY CONTAINED N THE ASSOCIATION) ONAME ASSIGNED OF THE :SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST DEVELOPER SHALL REMAIN RESPONSIBLE LE FOR THE MAINTENANCE OF THE PROJECTS STORMWATER MANAGEMENT SYSTEM BE APPROVED BY THE CITY COMMISSION. THE PROJECT IS SWMS INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (I) THE ENTIRE SWMS FOR ()� CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (11) THE Q2 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 ENTITY ON ` THE RECORDS OF THE SJRWMD AND ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE EN 2Q 43. LOW BUFFERS SHALL BE _REQUIRED BETWEEN LOW-RISE TWO STORIES OR LESS OFFICE OR MULTI -FAMILY ( ) USES THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED "BY SJRWMD, IV THE: CITY ALL TRANSFER RECORDS REQUIRED BY H ( ) AND -SI SINGLE FAMILY AREAS. THEY E SHALL CONSIST OF A MINIMUM OF FIFTEEN_ 15 FEET OF BUFFER AREA ( ) SUPPLEMENTED A T RESPECT TO THE SWMS HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPERS PROPOSED MAINTENANCE PLAN WITH ` BY BERMS WALLS ,AND OR FENCES,: AND LANDSCAPING. / AND V THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM .THE ASSOCIATION ACKNOWLEDGINGRECEIPT OF THE DEVELOPERS PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS 4 4. LANDSCAPING G AROUND THE LIFT :STATION SHALL BE REQUIRED IN ACCORDANCE WITH THE CITY OF OCOEE LDC. A SWEET RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. VIBURNUM HEDGE IS PREFERRED. 20. EXCEPT AS SPECIFICALLY -NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE 2 45. TRACT 9 SHALL BE CONVEYED TO THE SCHOOL BOARD BY THE MASTER DEVELOPER. ALL CITY AND SJRWMD CONSERVATION REQUIREMENTS OF THE CITY OF OCOEE CODE AND BUFFER >REQUIREMENTS SHALL APPLY OVER LAKE BONNET. 21. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS,. POWER .LINES, EXISTING AERIAL AND 'UTILITY FACILITIES) WILL BE 246. ALL PIPE SIZES TO BE DETERMINED AT FINAL ENGINEERING. REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE. DEVELOPMENT REPLACING THOSE USES. Q2 47: A 10 LANDSCAPE BUFFER SHALL BE PROVIDED AROUND' THE POND AND PLANTED PER ARTICLE 6-14 (2)(C) 22. PURSUANT TO ORDINANCE NO. 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. SUBDIVISION. ANY SUBSEQUENT CHANGE TOTHE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY A248. 10' BUFFER AROUND THE ) RETENTION POND TRACT 2 WILL BE 100% IRRIGATED FOR LANDSCAPING. COMMISSION.� 23. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5.1 -SIDE SLOPES INTO THE POND. 2 49. � RIGHT IN RIGHT OUT 0 ACCESS POINTS SHALL BE ALLOWED .INTO THE COMMERICAL LOT / (LOT 2) FROM TOMYN BLVD 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: 50 TRACT 3 WILL BE ' DEDICATED AS A PUBLIC ROADWAY BY VIRTUE OF THE PLAT OF WESMERE PROPERTY AND a SION ALL OWING THE CITY TO LEVY COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON WILL BE COMPLETED IN ACCORDANCE WITH THE FINAL SUBDIVISION PLANS PRIOR' TO THE ISSUANCE OF A AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO .MAINTAIN ASSESSMENTS AT A LEVEL ,ALLOWING FOR AREA CERTIFICATE OF COMPLETION OR A CERTIFICATE OF OCCUPANCY FOR ANY LOTS WITHIN WESMERE PROPERTY. ADEQUATE MAINTENANCE. 051. 2 TRACT 2 MUST BE COMPLETED IN ACCORDANCE ,WITH THE FINAL SUBDIVISION PLANS AND BE ISSUED A BUT NOT THE OBLIGATION / b. PROVISIONS GRANTING THE CITY THE RIGHT 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 DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. WHICH SHOULD OBTAIN A CERTIFICATE OF COMPLETION CONTEMPORANEOUS WITH TRACT 2. PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND 2 52. A - TRACTS 4 AND 6 WILL BE CONVEYED TO THE CITY FOR PUBLIC- ROAD RIGHT -OF -WAY PURPOSES UPON c.PROVISI NCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE JN THE EVENT OF THE DISSOLUTION OF THE HOMEOWNERS MAINTENANCE COMPLETION THEREOF i N ACCORDANCE WITH THE FINAL SUBDIVISION PLANS. IT IS ANTICIPATED THAT TRACTS THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL, THEN THE CITY OF OCOEE MAY ASSOCIATION AND, T 4 AND 6 WILL NOT BE COMPLETED AT THE TIME OF PLATTING' FOR THE WESMERE PROPERTY. ' THE OWNER OF CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE LOT' 2, AT SUCH OWNER'S. SOLE COST AND EXPENSE, SHALL BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL DISSOLUTION OF THE HOMEOWNERS ASSOCIATION: ROADWAY IMPROVEMENTS WITHIN TRACTS 4 AND 6 AND FOR PROVIDING" THE CITY WITH A 2-YEAR MAINTENANCE BOND IN CONNECTION THEREWITH AND MEETING ALL OTHER CITY REQUIREMENTS APPLICABLE TO THE DEDICATION d. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF OF PUBLIC ROADWAYS. THE CITY SHALL HAVE NO RESPONSIBILITY FOR -MAKING ANY IMPROVEMENTS TO TRACT 4 AND 6. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED FOR LOT 2 PRIOR TO THE CONVEYANCE OF TRACTS 4 STATE. AND 6 TO THE CITY AND 'ISSUANCE OF A CERTIFICATE OF COMPLETION WITH RESPECT TO TRACTS 4 AND 6. THE FOREGOING REQUIREMENTS WILL BE SET FORTH 1N THE PLAT OF WESMERE'' PROPERTY. E- z i- z v o Ld -� W -� J :2 J O Q O¢ w o LIJ ►-- a > w > w Ld M Lj M o0oa�nLI Z C-) Z U b 0 ci w= w= Wu`�i¢�` oar i- w U) t-- w Q LLI Q� L.LJ3 m L m Lj _ � = w Q o � O D 0 z z V) .Z _I V) � V) o 00 o M U �I LCI) © w z Lei Q o z w A M Z o Q N z - w w Z cD N w J � Q o w v w En z z 00 U U W W 00 00 00 U U Cn WW z O a. a W W �' (1)W WW w FY o� I- Q -c�r7d �nccl-aorna� JOB # 23101 DATE: 06 /18/04 SCALE: N.T.S. DESIGNED BY: DMM DRAWN BY: IAN APPROVED BY: CMM UNPLATWD sera NG. A- TOMW ROAD ---_-------� UNFLATIM ':i ING., C-•4 NOTES: GRAPHIC SCALE &1. 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 WAYS TO BE DEDICATED TO THE CITY VIA THE PLAT. iIN FEET} &A 4. NOTE MOVED TO SHEET- 1 inch = 200` CA 1 PER CITY COMMENT. ft. &A 5. NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. 2 6, 1 LOT 1 IS NOT VESTED AND ANY DEVELOPMENT ON THAT TRACT SHALL REQUIRE A SUPPLEMENTAL TRAFFIC STUDY WITH CORRESPONDING IMPROVEMENTS E TS AND COMPLIANCE WITH ALL CITY OF OCOEE CONCURRENCY REQUIREMENTS. ' 1 MIN. FRONT MIN. SIDE A ZONING LOTS TRACT(S) MIN.REAR MAX. BUILDING MAX. IM P MAX. BUILDING A7. EXISTING VEGETATION ON SITE IS A BURNED OUT ORANGE GROVE. BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK SITE COVERAGE SURFACE HEIGHT C-3 1.2 1.2,3,4,5,6,7 25' 10' 20' 60% 70% 45' 2 1 8. NOTE MOVED TO SHEET CA-1' PER CITY COMMENT. R-3 3 8 25' 7.5' 1 25' 35% 70% 35' 2 1 TRACT LOT TABL E: LOT TRACT TRACT USE DEDICATION ACREAGE 1 - COMMERICAL PRIVATE 4 1 .10 f uraats��':�s'� 2 FUTURE SCHOOL SCHOOL BOARD 13.50 3 ` - �• ';�IttR�: t RESIDENTIAL PRIVATE 49.41 - 1 LIFT S \ TATION SDLWC* CITY** r 2 i TY 0.03 PARCEL JD. 29. 22 28 000 - - DETENTION � .SOILS. LE 0 00 105 MASTER 'POA � LEGEND 16,99 _ 1 OWN ER. SOUTHE ASTERN DEVELOPMENT LANDS 3 FUT URE ROW SDLWC* CITY** a 1.36 0 ...::............ WESMERE COMMERICAL, LLC SDLWC - 4 FUTURE (SDLWC) TORE ROW SDLWC* CITY** 0.73 � 3 ' BASINGER FINE SAND _ / 5 LANDSCAPE BUFFER TRACT � � R MASTER POA 0.04 PROPOSED MASTER - 6 FUTURE ROW WCP* /CITY** 0.87 LIFT STATION I PARCEL ID: 29-22-28-0000-•00-106 7 LANDSCAPE BUFFER MASTER POA 0.17 26 ONA FINE SAND - 8 FUTUR E ROW OWNER: WESMERE COVE - PA CITY 0.07 PARTNERS, LT D C W P 9 FUTURE i € TURF SCHOOL /CONSERVATION SCHOOL BOARD'S** 2.96 37 ST. JOHNS FINE SAND TOTAL AREA 100.23 ^ PARCEL !Ds 29- *PRIOR TO IMPR OVEMENTS - - - -107 22 28 0000 00 (SDLWC) - SOUTHEASTERN DEVELOPMENT ;.!' OWNER: SOUTHEASTERN DEVELOPMENT LANDS T LANDS \ 43 SEFFNER FINE SAND WESMERE COMMERICAL LLC ••' € ! WESMERE MULTIFAMILY, LLC (SDLWM} _ , :, tt ;t�� .0 r WCP WESMERE COVE { ) E PARTNERS, LTD oR•a � . t-j • 44 S• AFTER IMPROVEMENTS MYRNA FINE SAND t , .. TMECT 9 `SHALL BE CONVEYED .OR PURCHASED BY TH ESCHOOL BOARD AT 3 •.t '`,, �` :.;, �`''`, .., •. ''`• '��r IIME OF SCHOOL CONSTRUCTfON ON LOT 2. TAVARES FINE `�.. .., .•, t• ,, .,. .. E SAND LQ SITE DATA '•t 54. � ZOLFO FINE D •Y t ; SAN • tt t' LOT 1 `. •': t `,. ; .. ., ,. �.�. COMMERICAL t•t "N ;• ; �f EXISTING ZONI NG: C- 3 sons urt t . ,.. , , .,. ., E CURRENT LAND US E: COM MERICAL ...,, `t ..., ,•.. ,; •t ALLOWABLE IMPERVIOUS _ AREA - (14.10 AC.)(0.70) - 9.87 AC. PERVIOUS AREA (14.10 AC.)(0.30) = 4.23 AC. TOTAL AREA - 14,1 AC 5 2 •.....; •,., •, '••', .. .. «., LOTFUTURE SCHOOL EXISTING ZONING: A t CURRENT L AND USE. COMMERICAL ALLOWABLE IMPERVIOUS _ _ RVIOUS AREA 13 _ ( .50 AC.)(0.70) 9.45 AC. N. PERVIOUS AREA 13.50 = TOTAL AREA 13-50 AC. - . ,L., ,,• 4 , I _ •• •.. , , .:.. � € •.• t _ ^,. LOT 3 RESIDEN EXlS7ING ZONtN . C-z t € _ . MULTI -FAMILY "D mmm eWLEVARD r .. t. .. _. WELLING, R 3 "�,: t CURRENT L AND. USE. HIGH . bENSI ' . TY RESIDENTIAL t � LLOWABLE MPERVlOUS=AR - . 1 AC. 0 ,.... �, PERVIOUS. AREA - 49.4t AC. 0.30 - � 14.$2 A TOTAL AREA - 49.41 AC. TRACT 1 - LIFT STATION f :? r t 100 ROW t ! :: :� ., \ '\ \ EXISTING ZONING: C-3 :. •♦ :• ♦ .: .• , ? * CURRENT LAND USE: - COMMERICA ? : : : f ; F .• � •, "`t \ TOTAL AREA: _ : 0.03 AC. i ,l 1, GGt NG: R? to • `. f' f:r 1 TRACT 2 WET DETENTION POND %' EXISTING` ZONING: C-3 I CURRENT LAND USE: COMMERICAL 2,1 ttft t` i TOTAL AREA 16 .99 AC. tF' 'T• F.• t'• t e : Y , s, TRACT FUTURE F ,• •, ftE ROW ! , f' ! t ` ? :. .. , t EXISTING ZONING. C-3 t ? r - 1 CURRENT-LAND - .?' .. _ �Yr AND USE. COMMERICAL el !' / IMPERVIOUS AREA / PERVIOUS AREA _ !• TOTAL AREA = 1.36 ! ) F R /f t ! : ; ```'. TRACT 4 :t ? .• : : .. : ,. ` FUTURE ROW I : t ! ? ARD : t ! , , EXIS G HRCNBROOKE eWR.EV ., TIN ZONING. C 3 : t ♦ : t RRENT LAND USE. COMMERICAL -- 0.45 AC. 62% ,� IMPERVIOUS AREA ( ) .� ♦ / •� f \ 3K,•d)R::�T..N U,<:T � !: / � ` , � PERVIOUS AREA - P: AT WOK Q; PA-GES 47- 49 ;' ♦ rt *, = 0.28 AC. 38 �i rn ( %} ra.IR�,,.-:� / `'` TOTAL AREA 0.73 AC. 100% .'}- s, 1A O 5 / ,: ♦ ., •!' TRACT / LANDSCAPE BUFFER �! t EX ISTING O ♦ TING ZONING: f / ' RENT LA CUR : ND .U. SE• I CO MMERICAL M MER C t IA L 'P E - R.VIOUS TO TAL TAL ARE A t•' A` ♦' � / 0.0 C. 1 - 00� s3 0 ! .'^'t.i{'t `.iQX 25. "tl�"Y..$ fi r f f a c� ACT6 T..Ct •. c • _ TR u F Tt! ftE ROW C ' EXISTING ZONING: C-3 ,•' ,: ,: r. ♦ ,; :• . CURRENT LAND USE. CO 4 /t MMERICAL: - i IMPERVIOUS AREA: _0.47 AC. 54% ,, ... .e . / PE RVIOUS AREA - 0.40 t AC. { 46% ♦,, TO - T L A A REA . ♦r ♦ 0.87 AC. 10 o% . t > t ` t4ESA/ERE' PARKW7 AY ? .•' � , ♦ ,•t ,-'t !:' TRACT 7 LANDSCAPE BUFFER' ,/f % / : : ,,�-'EXISTING ZONING: C-3 TEL \ \'. w ♦ : '' ♦'` ♦"` r'' ,.:'' ,?'' ,r ,- ,: CURRENT LAND USE. COMMERICAL ER tin- OF orwit ._ PERVIOUS T _ OTAL AREA / 0.17 AC. _ R. r ... , %ZC�d <G, t . e .? ! f : ; . F ACT 8 FUTURE Raw.. �CC'' h BOOK r n f t EXISTING G 'MULTI -FAMILY N .ZONING. bWELLING R-3 _ CURRENT LAND USE: HIGH DENSITY'RESIDEN !! •rr. r,: `trr � ,,•• r, -'4°000t'd00PT00gppppgp :/l ♦ IMPERVIOUS-. = 0.03 AC. (437) F; '! ',F°'r PERVIOUS AREA = 0.04 AC. 577. : •••�-mow• _ .. _ _ TOTAL AREA = 0.07 AC. 1007 l ) F - cor u 1 cor s - mAcre u cor r cory corns C� fora wrro ;: 3�% corns LOT30 iorar core LOru corns LT is / / ` I ( i I I ( ( ( TRACT 9 -LAKE BON NET / FUTURE SCHOOL EXISTING ZONING: 'C--3 CURRENT LAND USE: COMMERICAL P' W BOOK 3ZI. ri 01 0 PERVIOUS / TOTAL AREA = 2,96 ' AC. (1007.) ZONING.. p . TOTAL IMPERVIOUS AREA = 55.81 AC. (56%) TOTAL T L PERVIOUS AREA = 44.42 AC. 4 { 4%} TOTAL AREA _ 100.23 AC. (1007.) *NOTE: IMPERVIOUS AREAS -SHOWN WITHIN THIS TABLE ARE CONCEPTUAL. ACTUAL AR EAS SHALL ,BE ADJUSTED" AT THE TIME OF `FINAL , SITE. PLANAPPROVAL. KWEN. engineering, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Z a O IJ z W 0 iL ( 0 a: m tY(L D 0 dPAVA wj w > M cr cr z J w (j) W w O U O a 0 O ?- H U zvzc�,_ W -a W •-j 2 1 i=>J O¢O¢wo CL LU CJLLJ U ¢ lit! > � w � L� N 't `_ W W a ' M � O {.l. I r zC-) z Q 0p o h c,5 tF--LLJ W Q Q w U, a cw cw �t�QV��� W L!J w•t - H T v to FS � IL Lij z l� w cr_ 9 A 0 0 z g 0' w czz w z Q z U w www =_ 2 m O O O 000 O 0 OO O O 000 C) U U V) www Z n. a. a. a cl 0 to www j SSS Ld 141wc LT) 10 ��k h N N ¢ a= \M s" N t7 It L0 CO t- 00 Q , 0`) JOB # 23101 DATE: _ 06/18/04 SCALE: 1» = 200' DESIGNED BY: DMM DRAWN BY: IAN APPROVED BY: CMM womill 'GRAPHIC SCALE 50' R/W UIN IDi�TT�D 7ONIN(�: /\_1 --_- __ __ __ __ _- __ _- _- __ __ -_ __ _- -_ -_ _� � ' .'.� - �. ' . '. � � ' ''' ` EASEMENT`� ' _-__________ _______ __ -- ' \ ^' `' '~``�' _ - ' -' ' ' � KMAIN -----_-------------- ' ` ' ` T\JMYN ROAD - _� _ _ . _ .' / _ _ '_ _ ', � ' / ' ~ ` � �, `�. . . . ' .°"�� ' ------ -- -------- ---- ---- ' ' `� ' ' ` ' RECLAIMED WATER MAIN ---- - -------- -- ----- _ . '_ . _------- | ' SANITARY MAIN MI' NFILATTI' | ' | ' \ | | -N21 NOTES:— nNp[A'MM p AND TAPER LENGTH SHALL BE STORAGEVERIFIED 'ATTHE TIME OF COMMERCIAL (LOT 1) SITE PLAN APPLICATION. TIE INTO [X. 12" R.W.M. STUB ALONG MAGUIRE ROAD TIE INTO EX. 1G"W.M. ON MAGUIRE ROAD DKR[C110VAL BORE W.M. UNDER MAGUIRE ROAD IN. A 1. NOTE MOVED TO SHEET CA-1 PER CITY COMMENT. ' ' ^ ' CA-1 PER C|TYC���ENT / ' ' ' ^ ' \ LOT 1 ' ' ' ' | �-^^ � / | | ' � ' ' ` '' ` ` ` ^ ' - ' '' /' ' TO 3H[ETOA-1'PER mTY '` ~� ` ' ' ' '` ` ' ' `' mu/� _ | . , ''/ NOTE� TO CA-1 PER CITY *, ~ ��v�u `'' �-----' ^ / ..�. EXISTING W.M. AND EASEMENT SAN. PVC (TYP-) 0 TO BE RELOCATED CD Nx 7�; W.M. STUB -OUT PROPOSED R.W.M. FULL ACCESS POINT TRACT 2 MAINTAIN 2' MINIMUM COVER ON W.M. AND 6" miN CLEARANCE. 10' LANDSCAPE BUFFER jh .-,IVIL ENGINEERS V31 E. Horatio Avenue Suite 260 Maitland, Florida 32751 a: (L 0 a: w W Imu- a: 0) w M: w Ld L)i 0 C) 0 LL_ 0 R35' ALL AROUND POND ..' �-- 8^ S/W ' . ` T R. � W. - w 8AN MH 37UB-oui / ,' ' ' TRACT J� � . ^ W.M. STUB -OUT / . .r��� � �� 1� ' W.M. ____. BUFFER TRACT -7 � //����� / / TRACT c� _� 0| A_j��� `� | |�r��� / `� q�Of���1��E�h]|T 1 @' `�_'T��(�T �� ~ --��- | '' `' '- � - pL/\` A(\[)>( 4�. p/\p-�� /L-'--4Cl . �' `/ �� ' �'' .' . � _�_���`� '. 1 � -- ~���-��� \ ' ' ' ` � ~---VJ BE -(}'I��(�: A--1/\ �| |�& �� �x ' '' � ^ ^ � � ��^ '` ' '' ' ' �'� _ . � .^�_^' LAJ 13 OWN 04 ry 00 00 00 00 tr DATE: 06/18/04 DESIGNED BY: DMM DRAWN BY: IAN APPROVED BY: cMM HIGHBROOKE BOULEVARD . : . t BRI,.*','O".�,\"Q,"')"t'\)"*��",,,"tE.'�** UN FIF I k " " 4. 17 - 4.9 P! A'F BO(C)K - - - - - - - - - - - - - 0 w WESM[H-1-:11E A.-,r Orr)FE, UNIT I I rw PLAT BOOK 25, PAGES 110 2 ZONING: PUD II IE WESMERE PARKWAY l'i ijj .wmmwmwmm-- MJ-I.L CREEK VILLAGIL- AT BOOK 29, PAGE 81 ZONING1. PA D - - - - - - - - - - enitineering, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 z z LLJ J L.Li n __j < p :�Jc Ld -J L.LJ 2-, < 1—n 0 > LLJ > LLJ r, N Ld m LLJ "I Lo m r-) m -j 00 0 cs 0- . (n Z C.) Z C-) b 0 LLJ = LLJ ry F- V) LU m in 7z < < Ln M LLJ Q V) :D 0 0.< 04 O co m U m c= Lj ci cp z z 0 0 LLJ P < < r < f. z < o Ld w Lj I < z U 0: Li ---- -----------� ------ -- ROAD ------- TOMM BOULEVARD r►� N �r HIGHBR"E BOULEVARD s"* was\ — — f400NM� WESMERE PARKWAY 400.ommow+��� EXISTING PONDS TO REMAIN IN CURRENT CONDITION CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 W f W —� 0 ¢ O < w 0 J LLJ V ,J V Z Q W W � w LLLJ CL � N •M•� .0 O a -1 LL- 00 T z U z U CD o ce-, IOU- w LLJ w vz w a Qcn F � �' � LLJW Q :m Lo M LLJ F- CQ _ F- to w O < O Q to N n p O 0 o m W W Z L�3 ® d z o CD c� w R N <L A Z 6 Q 0 C) Z rL Q O ry v% W W W W _! Q U _z 7-ME W U U H H w w 00 z z 0 U w Uj w O O O O U U U O O gU 3 2 3 00 v7(1)5U 7) (f) o:trXX Z W a W a w n. w a 0000 V) w LnV)U)V) w W W w w w w Li oapo W ct N 0 < —Nnj'f Lnwjf-'MQ)0 Sand 5' MI Typo A Or B Fence. o Note: Bales to be staked at the • i 9'-0" dfreetfon of the Engineer. 2 1 •�--- Anchor Bales With 2 -'2 x 2 x 4 , c 50' On Centers (Typ,) Stdewolk• / Stakes Par Bole !.Dose Sob Placed By Shovel And #4 Bars ® 12 Ctrs. ..... Ea.EYA't10N ...... PR01EC'tiON AROUND �lLETS . /�! SECTION TO BE USED AT SELECTED Slits WHERE THE SiRtJCiURES 2 :..-:..:: PLAN .NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Sad Loorse Soli Placed By TYPE H Shovel And Lightly P( Camp rd Along Upstream Edge Of Bates: Of Grate Recommended Maximum Pipe Size. 3'-0" Wall-24" Pipe Anchor Bates With 2 - 2" x " 4' Flow '-8" -1-66" e 7 Wall " Pip Stakes Per Bole, Post Bolas To Bu •rkv ' - . Rao 2 30 Pipe Anchor Bales With 2 2 x 4 n .-�. Y x Optional Past Po �• Op aitton Prtncl le Past Position � 6 6 r Stakes Per2ole• Po bone 2 x 4 » R P tUon - COP i , Coated 2 To ward o d o , _ wa Flow) 2 t ) , • Min. Die, W St 1 Min. R Dad. Recommended � `1 BF.... R i Fat F a 1.33 � _ � Lba t. 0 $ 'f Mki: /F. ) i�I.AN a Max. .- GEN RAL NO Loose Soo Placed B o rkr E TES Shovel And U hU 2 Y g Y 1 .I ,Conforrnonce With � �� �' �I 1 Compacted Aton .The Upstream Edge -Of Batas. --I I-- N EREVATIQN MTnSec. 985 FOOT Spec.) r ` 2 R �''" . - i." These inlets are suitable for. bicycle and pedestrian ::areas and are to be used m ditches Filter Fabric -.I 1 YC P Spacing Bale barriers for paved ditches should be spocad to accordance with o.. F c FIR slope `o medians and other areas subject to Infrequent traffic loadings but are not to be laced Chart, Shoat i of 3, Index No. 102 � ♦ / : q 9 P _ ,n silt Flow HALF SECTION CAST IRON GRATES N in areas subject to any heavy wheel toads. BARRIER FOR PAM OiM , 2. Inlets subject o minimal debris should be constructed without slots. Where debris is a J 7.0 BE USED AT SELECTED SINS WHERE THE t : able 1 be `. problem inlets should constructed .with slats. "Slatted inlets located within roadway NATUttAL GROUND SI.aPES AWAY FROM THE TOE OF SLOPE .- .•kr P Y r Woven Filter Fabric In Absence Of QE1fA7tON - CiBar zones and in areas accessible O n a ea ac a Bible t pedestrians shall have traversable slots. The Estabitahed Grass ox. 12 x 12 . AP _. - rovers bie slot " modification is a i t m i cation not adaptable Inlet Type H. 'Slots may be constructed _ P yP Y Secure Ed as B Entrertchln And 9 Y 9 " at either or -both ends as `shown o plans. Note: n 1 n d Under F N e. Silt Fence to be Exton U er sags and Balas� Fabric Did for under the contract P 9a B .FOR FN.L :ice D unit rice for Staked Silt Fence .I_.. p (? 2 , Shall Meet The R iremente Of 1 - Section 985 Of The Standard �� R 1 ands NN/V '' , _ T1rPE SILT FENCE s s 3. Steel Speclflcattona• Coat Of Fabric To Be { t ei grates are to be used on all inlets where bicycle traffic is anticipated. Steel rates Yc P 9 Included in The contract Unit Price are to be used on ail inlets with traversable slots. Either cast iron or steel rates may be 9 For Baled Hoy Or Straw, TN� TYPE }i used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or steel grates may be used on all inlets with non -traversable slots. Approx. Weight 725 'Lbs. Subject to the selection 31',..TOP EL, 122.95 described above, when Alternate G rate is specified in the plans, either the steel rate 0 0 hot dippedgalvanized`o Loose son Placed a Shovel and Lightlypp floc fabrication, or the cast iron rate may be used unless the � Loose Son Placed By Shovel And Lightly Y 9 Y . Compacted Along e U e U P 9 fi tream Ed Of Bolas: Compacted on The sires Ede P 9a A! m P Grate"", eta (ans,stt stipulate the particular P 9 9 „ r p p e h a iul rt e. P YP Of Bales. - PLAN PM i- .,. .. �. r 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sixes larger than s f_5 _i1 P P P P P g 1 1s those recommended must be checked for fit. ••. 1 r Rau � BLEEDER INV. - 120.00 31 Spaces 5. All exposed comers and edges of concrete are to be chamered Post "'-..--- i - \ r^ ^� p, a'�, - Silt Flow 24"x3" SLOT 32 Bars ®. Ban 6: pavement #o be used on inlets without s 36" RCP OUTFALL ` slot and inlets with non -traversable slots only ' 1 Mtn. Recommed r• r when called f 5 T � � ' • � • • • n I or in the plans, but required on oil traversable slot inlets. Cost. to be T 1 Min. Recommen ,,. ,. . , . q \ - i •+ included in contract unit rice for inlets. Quantities shown are for information Anchor Lower Bales Wlth 2 - 2' x Y x 4' Stakes Per Bale. -• ^� + " ;„ p Qonly. - " r� - - » " Note eta N�ti _ _ rr •, Spa g for T Fence to be In Anchor T Bales To Lower Bales With 2 2 x 2 x 4 Stokes Per Bale. Anchor Bales With 2 2 x 2 x 4 S okoa Par Boa o ype s Top t 1 t� . -�- r" accordance.with Chart -. Sheet 1 of 3 d• ;: `h 7n and ditch'inatcdlationa at drainage INN EL _ i17.00 i 8"AYION 0"A71011 ag 7.` Traversable slots constructed in existing inlets shall be aid for as inletspartial, r�rr :• . atruaturea sheet 2.of 3. 9 P and shall include the `cost 'for slot openings, paving and any required `replacement rotes. Application and Spacing. The use of ''��aa1' do it bole barriers should be limited to the T H»� S'9b Fancy Protection' ..9 APP conditions outlined in Chart 1, Sheet i of 3, Index No. 102 7 e ��� $itt Fence Around Ditch Bottom Inlets. Type �»� ' Slit Fence 2 )p 8. Sodding to be used on all inlets not located in paved areas and paid for under contract TYPE Z M r Do not deploy io a manner that sit fences will act as a dam across permanent Rowing SECTION Band unit price for Sodding SY. ��+s� watercourses• Silt fences are to be used at upland locations and turbidity towdere TYPE H BARRIER � FOR UNPAVED i used at permanent bodlaa.of water. TYPE H As Require Lightly Compacted Along Upstream e4 e Face Of Bates. BA�.F.�J SACKED v trtGgLtG Apron Ditch `+} Anchor Boles With 2 - 2' x 2� #"!"• Ditch Overlap Ends Curb dt Gutter Stokes Per Bata Curb de GutteF^ 1- Fni Slope _.... .,,.: -,A[R?tAL t�ILET tOMP1.EiED �l.ET p11CH BpiT�lTt' �1t.ET Sod . DIMENSIONS AND QUAN1171ES See General Note No. 3. See Sheet 5 Of 6 For 3" Slab Quantities D X A B C E F G M N .54 CONCRETE. SLAB (CY) 0 SODDING (SO. YDS.) Singto I Double `Tri le I Quad. Slrigle. . Doub[e ' Tripie <,. Quad; Singie:•' :"-QdUbI0 ITri Is I Quad. Pie P Pie P Pie P Pt e. P Ffpe Pipe PIpp P. Pipe Pipe Pips, , Pipe Pipe 2: i Slope 2'-7- 1.92 2.18 4. 0 2.06 5 1.22 4.63 7.21 9.79 . 1.19 038 .. ... 0:58 `: 0 77 21 : , . .24::, 27 3 0 " 2'-10" 1.97 2.74 .7 2.56 6 1.41 4.92 7.75 10.58. 13:42 1421 . . 0.44 0.65 0.87 .. 22 2 5. 28 31 3 -5 2 O6 3.85 5.91 3.56 7 1.73 .5.50 8:92 3 12. 3 15.75- 1 i25 0.54 . 0 83 . 1 1 • 2 24 ` . 28 32 3 5 " _ 4 3 2.15 4.95 7.10 8 2 00 6.08 10.33 14.5$ 8:83 - 1:29 0:66 -1.09 1.50 26 31 35 40 36"5 -1 2,25 6.08 8.33 5.56 9 2.24 6.67 11.75, . 16.83 21.92 1.33 0.81 1.38 : 1.95 . 28 34 39 45 6 -0 2.34 fi.56 10 2:45 7.25 13.25 1 5 25.25 1.3$ 0 .97 130 ' 2 45 30 37 43 50 6 -9 2.43 8.33 T0:76 7.56 11 2.65 7.83 14.58 . 21.33 28.08 1,42 1.1,5 2.04 -2.93. 32 39` 47 - 54 7 -8 2.52 9.44 11.96 8.56 12 2.83 8.42 16.08 23.75 31.42- 1. 1:31 2.44 3.58 34 42 51 59 60. 8 -6 2.62 10.56 13.18 9,56 14 3.00 9.00. 17.50 26:00 34.50 1.50 1.51 2:89 4, 8 3 45 55 64 66 9 -214.39 10.56 15 3.18 9.58 18.75 27.92 37.08 1.54 1.68 3.25 4.84 38 4.8 58 68 " 10'- 2.80 15.60 11.56 16 3,30 10.' 20.16 TO-A6 40.16 1.58 1:89 3.74 5.597,4540 51 62 73 4:1 Slope " " " " " " 2'-7 2-10 3'-5"- 4 -3 5'-1" 6 -0 6-9 7 -8 8 -6 9 -2 10 -0 2.27 2.36 2.53 2.70 2.87 3.05 3.22 3.39 3.56 3.73 3.91 4.09 5.i2 7.18 A 9.25 11.3 i3.37 15.43 1 .49 19.55 21.62 22.68 6.36 7 9.7 1 i.95 14.113 16.42 18.65' 20.88 23.11 25.35 26.59 5.03 7.03 A 9.03 11.0 13.03 15.03 17.03 19.03 21.03 23.03 8 9 11 13 15 7 19 21 23 25 27 1.22 1.4 1.73 2.00 2.24 2.45 2.65 2:83 3.00 3.18 3.30 4.63 4.92 5.50 6.08 6.67 7.25 7.83 8.42 9.00 9.58 10.16 7. 7,75 8.92 10.33 11.75 13.25 14.58 16.0$ 17.50 18.75 2016 9:79 10.58 12.33- 1 .58 16.83 19. 5 21.33 23.75 26.00 27.92 30:16 12.37 13.42 ,15.75 18.83 21.92 25.25 28.08 31.42 .34.50 37.08 40.16 1.19 1.21 1.25 i.29 1:33 1,38 7.42 1.46 1.5- ` 1.54• 1.58 0.57 0.66 - 0.85 - .10 1.32 -' 1.515 1.85 2:14 2.45 2.88 3.18 0.87 - 0.99 - 1.30 1.74 2.21 2.76 3:30 3.95 4:66 : 554 6.27 1A5 1.3 1.75 2.39 3.08 . 3.91 4.73 5.77 6.87 8.18 9:36 - 1.44 165 ' 7.58 5 23 25 28 31 34 38. 41 44 47 49 52 26 - 28 32 36 40 44 48 52 56 59 - 63 29 31 _36 41 46 51 56 61 66 69 74 32 35 40 46 52 58 63 69 75 80 85 g E A 6.42' © 6.25' Dimensions permitted to allow use of 8' standard pipe P P P 010.40' O 10.10' Dimensions permitted to allow use of 12' standard pip pOConcrete stab shall be deepened to form bridge across crown of pipe. See sectio r� -1 Of Pipes o Dia. + 1'-6" i� 6_7• 9'-0" 1,2,J. ' " 1`-2 r 00 Grote bolt i E Ye X See Index 201 n f0 . a" 7'-8"in 2 CL 6n . N MAIGtt YaC. UKAUL 5" 5. BERM VARIES BERM VARIES ELEV. - 124.10 5:1 MAX. 2.0 MATCH ` EX. GRADE w. ... ... ..................... 1 ELEV. = 120.00 Slope �\� Gen Tres % era/ a N Sae Notes No A ''� Deepen Around Outside 1. PER ARTICLE 6-24 (2)(C) OF THE CITY OF UCOEE LAND DEVELOPMENT CODE A Edge Of Pipe For5� SI •••..:....• 4: 8 Concrete Slab, 3" 06�� Thies, in , , 7 '�--` sa 1 o LANDSCAPE BUF Paid For As Pipe 2:1 Reinforced With WWF 64-W1.404.4 FER _IS REQUIRED ,BETWEEN ADJACENT TRACTS. THIS BUFFER � SHALL B E PLANTED WITH'2 SHADE. -TREES -.:PER 100' LiNEAR FEET AND 3 ' t1NDERSTORY ?BEES 0 PER 100 LINEAR FEET Concrete - „ TOP `VIEW MULTIPLE PIPE 2. PER y r' Pie Connect R ARTICLE 6 14 (3)(A) SHADE TREES SHALL. BE A' MINIMUM SIZE OF 3 T O 3 1/2 DIAMETER P trey AT BREAST HEIGHT, 10 TO 12`'FEET`HIGH, A SPREAD OF �5`FEET, AND CONTAINER GROWN.- Saddle ` m Side Ditch Grade, do SEE CODE FOR -1REE TYPES. 2' Not Less Than r co NOTE: See sheet 6 for details and notes. 3. PER ARTICLE 614 (3 (8) UNDERSTORY TREES .SHALL BE A MINIM " DIAMETER ) UM SIZE OF 2 TO 2 1/2 = 4 Bar AT .BREAST HEIGHT, '8 TO lO' FEET HIGH, A' SPREAD OF 3` FEET ::AND CONTAINER No Pie Joint Permitted # 5' Sod N AINER GROWN. P ed B The Engineer 6 Unless Approved " SEE CODE FOR TREE TYPES. *Slope: 4:1 Miter. To Pipe For Pipes 18 And Smaller. E P ( " p a p ndLrer .1 or Pipes 24 A 2 F p 9 4. SHRUBS AND GROU DCO R S , .... ... VE iiALL COMPRISE AT LEAST 3 0% OF THE. . _ . REQUIRED d Section " ,. - Q ED BUFFER A t Unit Price For Mitered En AREA AND Cutve o Be Included Under i , F (Pipe T e, :., . 2.1 Miter. To Pipe For Pipes 18 And Smaller. 5 SHALL FORM A C071NUOUS 3 O0 _.,..: .. FOOT LANDSCAPE SCREEN-ADJOINI I ADJOINING DRIVEWAYS AND PARK " ; . _ LNG Larger. 1. i For Pipes 24 And L rg AREAS. -SWEET V18URNUM SHALL • BE:USED AS 1NEPRIMARY SCREENING' HEDGE. SECTION - 27z . MITERED END SECTION N.T.S. �B TYPICAL LANDSCAPE BUFF . ER - 3 4 -- N.T.S. POND # 1 TOP - 124.10 Z 4 5r1/2,1 BREAK AK 118,00 ¢ � BOTTOM 108.00 W d MADDEN engin eerin g, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Z U Z v W W J 0 < O ¢ G� wo J V J V 0 to Lv m W CC Cf- nu7 C, C) N �. Z V Z V O o o X We W11, WC,�fn¢� Ld U¢ Z � 1 < � .-• � QN W W Mto G3 c' O Z O .�¢_f N i\ OD o m w Li ® n' O z Z Lai 0 Q � bi i= Q A Z Q 0 W J ¢ 0 tY Z L) W w ca f oLir wU iz.•i of =0vc�v ��wWr.,.i �a bi c),,o00 t.�U CC -IV p Y ti La. O la_ O W O (70E c� v v V) Wa W W Wo:w W W W Z Z a- a_ 0. a,. Q r02www 5 5 5 5 5 W W ix0:=was W W W W a�000 W d orn�tt C Co C� �-NMd I[)cfli,Do0)