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Home My WebLink AboutItem V (C) Wesmere Villages 10, 11, 12, 13 - Preliminary Subdivision Plans 1 AGENDA 6-21-94 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item V C Cr* Ocoee � y ° CITY OF OCOEE RUSTYJOHNSONNS d PAUL W.FOSTER 150 N.LAKESHORE DRIVE CO 4$ s;t OCOEE FLORIDA M761-2258 VERN COMBS (407)656.2322 JIM GLEASON QTY MANAGER ELLIS SHAPIRO STAFF REPORT SRP-438 DATE: June 15 , 1994 TO: The Honorable Mayor and Board of City Commissioners FROM: Russ Wagner , Director of Planning „p,,,� SUBJ: Wesmere Villages 10 , 11 , 12 , & 13 �•i' Preliminary Subdivision Plans ISSUE: Should the Mayor and City Commissioners approve the Preliminary Subdivision Plans for Wesmere Villages 10 , 11 , 12 , and 13? BACKGROUND: Wesmere PUD, located west of Maguire Road and north of Roberson Road, is approved for a total of 724 dwelling units in a variety of villages of varying densities . Four villages within the PUD have already been approved and constructed constituting 193 lots . The Development Program for the next four villages of the project is summarized below: Village 10 (Crestenlake) Gross Area : 13 . 32 Ac . No. Of Lots : 23 Net Density: 4 . 0 D.U . /Ac . Min. Lot Size: 5500 s . f . Min. Lot Width 50 ft . Min. Floor Area : 1400 s . f . Village 11 (Hampton Woods ) Gross Area: 21 . 4 Ac . No . Of Lots : 51 Net Density: 4 . 0 D.U . /Ac. Min. Lot Size : 6600 s . f . Min. Lot Width: 60 ft . Min. Floor Area : 1400 s . f . Villages 12 & 13 (Brookhaven Oaks) Gross Area: 31 . 33 Ac . No . Of Lots : 83 Net Density: 3 . 27 D.U. /Ac . Min. Lot Size: 8250 s . f . Min. Lot Width: 75 ft . Min. Floor Area : 1400 s . f . Staff Report June 15 , 1994 Page 2 Based on this data, the development of Villages 10 , 11 , 12 & 13 will add a total of 157 more lots within the Wesmere PUD. This will bring the total number of lots to 350 , less than half of the permitted number for the entire project . DISCUSSION The proposed phasing and lot sizes proposed within these villages vary slightly from those originally depicted upon the Wesmere PUD Land Use Plan; however, these changes are permitted under the development conditions of the PUD and do not represent an amendment to the Plan. Additionally, the project varies somewhat from current Land Development Code requirements pertaining primarily to environmental buffers . Since the application of these current requirements on the development would limit the ability of the developer to complete the project as originally permitted, provisions within the Developer Agreement for the PUD take precedence in such cases and permit the project to proceed based upon the approved Land Use Plan . Conversely, the developer was requested at this juncture to clarify the provision for adequate recreation land within the project as called out in the Land Use Plan. Based upon a review of the recreation lands already provided within the development , it was determined that the addition of a 2 . 1 acre play area within Village 10 as well as a 0 . 5 acre passive park would bring the plans into conformity with the requirement for a total 10 . 7 acres of recreation land within the project . At the DRC meeting, the developer agreed to provide this land area as part of the Village 10 development (see attachment ) and incorporate it within the Final Subdivision Plans and Plat . PLANNING AND ZONING COMMISSION RECOMMENDATION : The Planning and Zoning Commission met on June 14 , 1994 . Two residents from Wesmere were at the Public Hearing and expressed general support for the projects with the inclusion of the park area within Village 10 . After some further discussion regarding the maintenance of high quality development standards within the project , the Planning and Zoning Commission voted unanimously to recommend approval of the Preliminary Subdivision Plans in accordance with the staff recommendation. STAFF RECOMMENDATION : The DRC reviewed and approved this project unanimously on June 7 , 1994 . Based upon that action, as well as that of the P&Z , staff respectfully recommends that the Honorable Mayor and Board of City Commissioners approve the Preliminary Subdivision Plans for Villages 10 , 11 , 12 & 13 of Wesmere PUD with the condition to provide an improved 2 . 1 acre park area as part of the Village 10 development . Recreation Facilities Plan (R-1-AA) +uo- mrrt >.+1r I I /�� VILLAGE 21 '-''",.:-,. ..----1"-..---,1/4.-A-A v _. \=— ---- _», VILLAGE 3 , iii 3I, -_ = LAKE 14• 1 VILLAGE 12 3 13 \ /� I I 1 1 I /' WINDERMERE GROVES I — / VILLAGE 4 I ' 1 - .— 1 (A-1) IVILLAGE 11 / • u -i NW-► 11 LAKE AI . V lO � ROADS _ i - r 1 CONSERVATION j - 1 i __: ------ a il i VILLAGE 9 VILLAGE 6 i. I 1 1 1 �I1 I .er 1 �L"� 'I (A-1) 1 I 1 VILLAGE 8 7 --� VILLAGE 7 1 ROBERSON ROAD ser.Iw rail BEU.ERE ("°) 1,•1.10$C..E KOREA �.. .... 0 100 200 a0 - - - - - . . 1 WESMERE PROJECT SUMMARY LAND TYPE ACREAGE % Development Area 131.3 61.5 Roads 8.2 J.8 Wesmere Parkway 8.2 Recreation Facilities 11.8 5.5 Recreation Center 2.9 Wesmere Parkway Pedestrian Path 2.0 Wesmere Parkway Buffer 4.3 Village 10 Park 0.5 Lakeside Park 2.1 Open Space 62.3 29.2 Retention/Lakes 28.5 Roberson Road Buffer 0.7 Maguire Road Buffer 0.8 Conservation 32.3 Total 213.6 acres 100% J We'mere Lakeside Park n. " � , ':" ,l K3• I„It i 1 F Y1. } 44 pt' vt •.; ,,, -k.'.; -, . - , :- t ,, , 1 1l J]0,1' Y.A + N.Y .. i� s N kilo! rti/ 17164a:. t(7- , ,, ,,,-„, Y- it. 's• .r .h k 6 -,...A.,60.., ±... ,, .• . , ., ; ,. 'i”,f.' '7: '-' :1 ''''.:,''k N.-.. . :- . ' .,t.,:a, . ... , . .. ._ ,....,. , ,,, _ ,\.,--...„. ,,,,,,,,fr,;._,..--,.... „,„„ , - .--.. -.,\: .,..,. . . , • ., , ,. 4 .. . , . , .' . . t v _pi- j r-.. sli`f. "�2. s r, • f _ �� 4 <X _, j ` Jf! yr • nst y r Int _''' \I .%-.-, 1t #.,;t,i '' t t .7 `�1 1- ark t t t . t _ ` tom: i `. - y 11.961 t r r . i , 6 i Boundary of Lakeside Park TUESDAY''June 7,-1 Nan=OP PUIllUe •. • • CITY OP OCOEE. NOTICE HEWN MIX that the Ramble and Z Commission of the C:1;1nel Ocoee vial hold a Public Hearing on June 14,1904 at their reu- larly scheduled meeting,and Me Board of City Commissioners will hold a Public Hearing on June 21, 1994 at their roguierty scheduled mesilng. Both.rneet- Inge will be held at 720 p.m..or as soon thereatpossible, in the Comnialty Goner,locat- ed at 1 N. Lakeshore Drive, Coosa Aside 13 consider ap- proving the WES&IERE PUO nal Devedopment/Prellminary Subdivision Plans for Villages 10,11.and 12&13,.. .- The leg.descriptions.and sib locations NO NI follows: la 13 acne more or leer 11X iege 11:21 acres mon or iseac and Vanes 12&1*31 acme more or less portions of Section 31,Towrahip 22.Rang.28 and being 03 wry Way cc Easemens of= The lengthy metewasf-bounds legal dearipticas are available for inspection at the Planning Deparment, 150 N. Lakeshore Drive,0001111,Florida The sites we located an the West side of Weimer.Parkway oneksif mile from the Wetmore subdivision entrance off Maguire Road. Copies of in.provable may be examined in Cu Ocoee Planning Department, 150 N. Lakeshore Drive,between the home of ego a.m. and 5:00 p.m.,.Monday through Friday. or phone SG& 2322.ext 140.Interested Pardee may spear at du hearings and t ARMA/" PART! -RS 120 INTERNATIONAL PARKWAY SLATE 220 hfA IWOW, FLORVA 32746-5033 (407) 333-1071 LAND USE PLAN COMPARISON APPROVED ACTUAL APPROVED ACTUAL AREA AREA Lmrs LhTS VLLACE /O 4.8 AC. 13.320 AC. 37 23 TYPICAL STREET SECTION R 50' R.O.W. N 25' CITY UnW Y 25' CiTY UTLiTY 1 4' /0, lY it 0 / 4' 1 AE%w PROS CRAM 4' COW 5"WALK, rYP. N A.SC.S, rYPE S/ 6' SM CrM f BASE COMSE V CO'PACTED &WASE r0 49X MAX. DEiV53 A.A5.N.r0. (r -A90) 4' X 6' 5rABL1ZA176V rO F9.V. 50 PSL (rYP) SOILS LEGEND 26 cwa Fn- SAW 37 Sr. J2+6 Fn- SAW 4 2 SAAM Hoer 54 MfO FM SAM STORMWATER MANAGEMENT SUMMARY STORM EVENT POW 50 STAGE POW 60 STAGE FEET WV0 FEET A CV9 NAM CUQA IM PD WESMERE VILLACE UNPLA TTED \\ /i It All 1 * PD WESMERE UNPLA -r 7C-0 / '� / l�1/ 1 � /l - - - ;�\ � � _ \ \ / / / r/ 1j jr r - �\ � \ l l 1 I j,1 / i / r LOT SETBACKS FROWf/SDEIMM YARDS SPIKU FAMLY 20/73/20 Z-RO Lor Lt+L`r 20/0-10/20 TOWANOLM 20INA120 ZERO LOT LME HOI -5 WILL HAVE A I' MUN 10' SEPARATION. SDE YARD SETBACKS ON CORNER LOTS WLL BE A P9N0'k.Wl Cr- 20 FEET. SCREEN ENCLOSURES/POOL DECKS WLL HAVE A 171t&1LM1 5E18ACK FROM SIDE AND REAR YARDS OF 5 FEET UNLESS BULDNC SETBACK 15 LESS. SCREEN ENCLOSURES SHALL Of SCREENED TMZOUGHOUT TOP AND 5DES TO PERMT WATER TO PENETRATE. ALL &ARNC LNTS SHALL BE SET BACK A I`k MV OF 20 FEET FROM ALL 001kVAR1E5 OF THE PLAM4.EO LNT DEVELOPI-ENT. A BRiCK WALL, A 1'PJ-L 9 OF 5--11' N HEIGHT, SHALL BE CON57-RLICTEO ALONG TFE SOUTH 806WARY OF VLLACE 3 AM2 11-C EAST BO/AJDARY OF VLLACES 4, 6 & 7. *REAR YARDS ON UMTS FRONTNC A STREET WiTH A 40' R/CHT-OF-WAY SHALL BE A IW nxi OF 17 FEET. APPROVED LAND USE PLAN IwAVIIA IVERS L THE WESt"IERE PARKWAY R.O.W. IS 05' WITH A 20' BULDNG SETBACK FROM THE R.O.W. LRE. 2. 5EE 207' SETBACKS' FOR FULL SETBACK EXPLANATION. 3. TFC- 230 ADTe PROJECTED FOR TMS SITE WLL REOURF A 22' PA*I*NT W1,97 -H, EXCLUSIVE OF CURBS, FOR TFC- ENTRE NTERNAL STREET SYSTEI7. 4. THE MAXFtV AVERACE COVERAGE OF ALL BIRONGS WII'W WE5MERE SHALL NOT EXCEED 30 PERCENT 6F THE CROSS LAND AREA. SPECPCALLY, SWLE FAMY HOMES SHALL NOT EXCEED 40 PERCENT, ZERO LOT UNE H01*5 SHALL NOT EXCEED 45 PERCENT, AND TOWN- HOME5 SHALL NOT EXCEED 35 PERCENT. 5. THE n!! rkr7 LNNC AREA FOR 5NCLE FAI'4L.Y HOMES SHALL BE 1400 SQUARE FEET. If PD,, 11 1 If PELICAN ISLE If \\ \` ` •,1; ', CI I _ _ L _ i \ / / / / P. 8. 3/, PCS. 57-58 .5, , - ,'tI-,� , i ---i__1 / / 118.5 Z� _ �_� f_tV,I LA •}� \ 301�A� \, !�.`.�_-'� �� qg'�='1m._-R� I {j I III \�\\ / -�� ' 1 ` / / / r C _z `\\\ 127.0 _= -zz - \\\\� \ \ i 'h/ � � � , '\ 5zr i, y0 / E \ TQ Ar it 5 lOL'SCAPE BUFFER OPEN SPACB . Lam\ \ ��c�\ ■ ri , \\ Bi. - 3 T \a \\\\ �, 10 a 5° \\�\\\ -�,� \a 4 \ ,1' \:;;\\\ w�, 1 ,1 111 r 1 1 1 NOTrCOKW-RVAWV AREA WLL BE \\ n A�ArW DRANA l0) S f >>I,> 4 1`1' "_ f �p \ �, t°i 1 11 11 ,�r� <«llf 11 '•.oo1�P 25.0 D 3 ,� ,,;, 1 R.I.. .6-TENT/ON POND 60 42 mf P �\ \'�� ; \ r� •• -� ,'�' U�;,?t �;, ' it 1 t N.P.W. _ 122.00 TO MTO EX/STNC 570efl i 51 \\ 3 7 ' ;+i;; 13 v 124 5 ° U 1 \ ' � lO L -'SCA Pr- B(11 yfRIOPEN SPACE CONSE12VA TION AREA 44 f II Ti?r g'; �'f6 Ac. _ • '' I E TRACT 1T - 7.58 AC. �'i� iii, 1265 t \ MCr C' - 0.03 AC. • ,, 11,111 , I10 MA -C J ;;, --- - le' 24. \ \ \\\ \ 1114 ? 111 `i', 1 102' o - -- E'W ---L-" '�--- 49' \� \\ \\ / / /7r/6'AWV AREAS 1 +11111 �© 'e' /So So <q 57© Q 3!� \ ` \\� _ NCLIX.� N COt�3ERVArLV'hl �lii�iiii+ .S m �* ~� 1 es L7 esli `esl• \ \�\ \ \�\ ��,/i \ \ - - - - _ _ _ _ / / / / AREA (rRACr 27) �lilt 1111� 125.5-1 l \ 1 .o' rr \\ \ `\ \\ / ri� ��---------.__ �i ii��" i 18 -Ig 0 20', 22 X23 `.!;/ ~---------_-____ /i' lilt iI .` o- i , f� 1 r. \ \\ / ,,lllli,l+ .hlQ \ i 1 _- 44 i \� �\ -� /Z (T-' - I �+ • ' 111 11011 111' {, •123' 50'\V 0- i 5,7 S4' \ X58' 55' \ t _ 1 \\ \\ \ PROPOSED S�W OL I �� 111 +�• I �. I��O ! TIE INTO FA57 JG I \ \ \� \�\ K EXTENSION TO Fi.OW \\ • • ,iilil''�I ' I , 1/ SEWER SYSTEM %\ % \, GQOPOSEG LA,1,PS APE CCN -'E -P7- NX I \ '\l� { \L - --- •■L •.•' \ \\ "C\\\\\\\ `- o Ill 11,11 154 \\ \\ � + J- • O �,1;;/;1;,/l;,;1+l1;,L,, 1 II \�: Ji •�1�- 1 26.5` `' --_ �•__J � \ \ \\ PD ^- 125.5 126.0 , ,25.5,WE5ME)2E VILLAGE !O i' UNPLA TTED LEGEND 10W/24 fQ 123.8 12.18 Aev" caNTY SOL 80UWARY �� 25 YW24 Me 124.0 124.0 Aev" caMrY EXISTING R/GWf--Ar--WAY 100 YR/24 Me /24.6 /24.6 SCS rYPE 2 0 PROP05E-O S6WER WITH /7AN a -E FLAel7A HOOF 5XWM7/ACOE W17 -AAV LAC- WAYWL.&CAZI"X MY 2452 COOM0 e -L LORA 25 YR/24 Me 124.3 124.3 NAM CUQA IM PD WESMERE VILLACE UNPLA TTED \\ /i It All 1 * PD WESMERE UNPLA -r 7C-0 / '� / l�1/ 1 � /l - - - ;�\ � � _ \ \ / / / r/ 1j jr r - �\ � \ l l 1 I j,1 / i / r LOT SETBACKS FROWf/SDEIMM YARDS SPIKU FAMLY 20/73/20 Z-RO Lor Lt+L`r 20/0-10/20 TOWANOLM 20INA120 ZERO LOT LME HOI -5 WILL HAVE A I' MUN 10' SEPARATION. SDE YARD SETBACKS ON CORNER LOTS WLL BE A P9N0'k.Wl Cr- 20 FEET. SCREEN ENCLOSURES/POOL DECKS WLL HAVE A 171t&1LM1 5E18ACK FROM SIDE AND REAR YARDS OF 5 FEET UNLESS BULDNC SETBACK 15 LESS. SCREEN ENCLOSURES SHALL Of SCREENED TMZOUGHOUT TOP AND 5DES TO PERMT WATER TO PENETRATE. ALL &ARNC LNTS SHALL BE SET BACK A I`k MV OF 20 FEET FROM ALL 001kVAR1E5 OF THE PLAM4.EO LNT DEVELOPI-ENT. A BRiCK WALL, A 1'PJ-L 9 OF 5--11' N HEIGHT, SHALL BE CON57-RLICTEO ALONG TFE SOUTH 806WARY OF VLLACE 3 AM2 11-C EAST BO/AJDARY OF VLLACES 4, 6 & 7. *REAR YARDS ON UMTS FRONTNC A STREET WiTH A 40' R/CHT-OF-WAY SHALL BE A IW nxi OF 17 FEET. APPROVED LAND USE PLAN IwAVIIA IVERS L THE WESt"IERE PARKWAY R.O.W. IS 05' WITH A 20' BULDNG SETBACK FROM THE R.O.W. LRE. 2. 5EE 207' SETBACKS' FOR FULL SETBACK EXPLANATION. 3. TFC- 230 ADTe PROJECTED FOR TMS SITE WLL REOURF A 22' PA*I*NT W1,97 -H, EXCLUSIVE OF CURBS, FOR TFC- ENTRE NTERNAL STREET SYSTEI7. 4. THE MAXFtV AVERACE COVERAGE OF ALL BIRONGS WII'W WE5MERE SHALL NOT EXCEED 30 PERCENT 6F THE CROSS LAND AREA. SPECPCALLY, SWLE FAMY HOMES SHALL NOT EXCEED 40 PERCENT, ZERO LOT UNE H01*5 SHALL NOT EXCEED 45 PERCENT, AND TOWN- HOME5 SHALL NOT EXCEED 35 PERCENT. 5. THE n!! rkr7 LNNC AREA FOR 5NCLE FAI'4L.Y HOMES SHALL BE 1400 SQUARE FEET. If PD,, 11 1 If PELICAN ISLE If \\ \` ` •,1; ', CI I _ _ L _ i \ / / / / P. 8. 3/, PCS. 57-58 .5, , - ,'tI-,� , i ---i__1 / / 118.5 Z� _ �_� f_tV,I LA •}� \ 301�A� \, !�.`.�_-'� �� qg'�='1m._-R� I {j I III \�\\ / -�� ' 1 ` / / / r C _z `\\\ 127.0 _= -zz - \\\\� \ \ i 'h/ � � � , '\ 5zr i, y0 / E \ TQ Ar it 5 lOL'SCAPE BUFFER OPEN SPACB . Lam\ \ ��c�\ ■ ri , \\ Bi. - 3 T \a \\\\ �, 10 a 5° \\�\\\ -�,� \a 4 \ ,1' \:;;\\\ w�, 1 ,1 111 r 1 1 1 NOTrCOKW-RVAWV AREA WLL BE \\ n A�ArW DRANA l0) S f >>I,> 4 1`1' "_ f �p \ �, t°i 1 11 11 ,�r� <«llf 11 '•.oo1�P 25.0 D 3 ,� ,,;, 1 R.I.. .6-TENT/ON POND 60 42 mf P �\ \'�� ; \ r� •• -� ,'�' U�;,?t �;, ' it 1 t N.P.W. _ 122.00 TO MTO EX/STNC 570efl i 51 \\ 3 7 ' ;+i;; 13 v 124 5 ° U 1 \ ' � lO L -'SCA Pr- B(11 yfRIOPEN SPACE CONSE12VA TION AREA 44 f II Ti?r g'; �'f6 Ac. _ • '' I E TRACT 1T - 7.58 AC. �'i� iii, 1265 t \ MCr C' - 0.03 AC. • ,, 11,111 , I10 MA -C J ;;, --- - le' 24. \ \ \\\ \ 1114 ? 111 `i', 1 102' o - -- E'W ---L-" '�--- 49' \� \\ \\ / / /7r/6'AWV AREAS 1 +11111 �© 'e' /So So <q 57© Q 3!� \ ` \\� _ NCLIX.� N COt�3ERVArLV'hl �lii�iiii+ .S m �* ~� 1 es L7 esli `esl• \ \�\ \ \�\ ��,/i \ \ - - - - _ _ _ _ / / / / AREA (rRACr 27) �lilt 1111� 125.5-1 l \ 1 .o' rr \\ \ `\ \\ / ri� ��---------.__ �i ii��" i 18 -Ig 0 20', 22 X23 `.!;/ ~---------_-____ /i' lilt iI .` o- i , f� 1 r. \ \\ / ,,lllli,l+ .hlQ \ i 1 _- 44 i \� �\ -� /Z (T-' - I �+ • ' 111 11011 111' {, •123' 50'\V 0- i 5,7 S4' \ X58' 55' \ t _ 1 \\ \\ \ PROPOSED S�W OL I �� 111 +�• I �. I��O ! TIE INTO FA57 JG I \ \ \� \�\ K EXTENSION TO Fi.OW \\ • • ,iilil''�I ' I , 1/ SEWER SYSTEM %\ % \, GQOPOSEG LA,1,PS APE CCN -'E -P7- NX I \ '\l� { \L - --- •■L •.•' \ \\ "C\\\\\\\ `- o Ill 11,11 154 \\ \\ � + J- • O �,1;;/;1;,/l;,;1+l1;,L,, 1 II \�: Ji •�1�- 1 26.5` `' --_ �•__J � \ \ \\ PD ^- 125.5 126.0 , ,25.5,WE5ME)2E VILLAGE !O i' UNPLA TTED _ 50" REAR I I I 1 0 1 125.6 i i I I I I 1 I i - �FRONf� 'A' LOT 50' PEAR I 1 I i 0 1 125.6 1 _ i 1 I I 1 I 1 - �FRONT� 'B' LOT i F11-111 KCR 1,: REAR i 1 I 1 0 1 125:6 1 I I i - �FRONT� 'C' LOT 5-17-94 CP8 Revisions per City of Ocoee DRC comments (5-12-94) 4-19-94 CP8 Revisions per City of Ocoee DRC comments (4-15-94) 3-17-94 CPB Revisions per City of Ocoee DRC comments (3-10-94) 11-15-93 CPB Revisions per City of Ocoee DKC comments (11-2-93) DATE BY i)ESCRIPTiON REVISION PARCELS 3 & 4 ERWN W. & E ME Ffi tF.R 763 0V RtERE RD. WINTER CARS FLOWA 34787-5602 PARCEL 5 R69ERT s. do C"MACE A haLAN9 1180/ Roar-RSaW W. WINTER CAR^ Fi-OWA 34787-5607 LOT 7 Lor 8 Lor 12 Lor 15 LOT 21 LOT 25 L01'24 LOCATION MAP Commencing Commencing at the Northwest corner of the Northeast 1/4 of theNorthwest 1/4 of Section 31, Township 22 South, Range 28 East, run SOO-3412811W along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 31, a distance of 1355.68 feet for a POINT OF BEGINNING; thence departing said West line, run N89027149"E, a distance of 707.62 feet; thence run N72°57129"E, a distance of 539.51 feet to a point on a curve, concave Easterly, having a central angle of 38°38'17" and a radius of 884.58 feet, said point also lying on the Westerly right-of-way line of Wesmere Parkway, as recorded in Plat Book 31, Pages 57-58, Public Records of Orange County, Florida; thence from a tangent bearing of S06133'4511W, run Southerly along the arc of said curve and said Westerly right-of-way line, a distance of 596.53 feet to the point of tangency; thence departing said Westerly right-of-way line, run S32°04132"E, a distance of 24.33 feet; thence N8902513211E, a distance of 1369.78 feet to a point on the West line of the East 1/2 of the Northwest 1/4 of said Section 31; thence N0003412811E, a distance of 413.00 feet to the POINT OF BEGINNING. Containing 13.320 acres, more or less. O&A5 N`/ARK.9: L NORTH MANHOLE RIM: P.L AT CENTER LINE OF WE5J7E2E PA2KWAY & WE5CLIFF DRJVE: ELEV. 125.42 BR/AM R. BOWEN LEGEND FEMA 100 YR. KOOK OaAVARY ELEV. 127.00 C -45114a COVTOM ��------ SOL 80UWARY �� EX5rM WATER WM4 FRE HYDRANr EXLSrw SEWER WITH M"!A! e WO & AMO rA''>s'VACO = EX/STNGSrOH WJ,HALFr EXISTING R/GWf--Ar--WAY 2457 CVOieERK L LOW PROAOSeO RAO-,r--0r--WAY -- -- PROPOSED Sroem WITH hl_Er 0 PROP05E-O S6WER WITH /7AN a -E DATA 5XWM7/ACOE W17 -AAV LAC- WAYWL.&CAZI"X MY 2452 COOM0 e -L LORA PROPoSEO WATER WITH FPe HYDRANT PUY7 srORH FLOW ARROW ® aux: SETBACK 057-ANC`E (FEET) MA -C P'>ITdGATM AREA M-5f67VAMW _ 50" REAR I I I 1 0 1 125.6 i i I I I I 1 I i - �FRONf� 'A' LOT 50' PEAR I 1 I i 0 1 125.6 1 _ i 1 I I 1 I 1 - �FRONT� 'B' LOT i F11-111 KCR 1,: REAR i 1 I 1 0 1 125:6 1 I I i - �FRONT� 'C' LOT 5-17-94 CP8 Revisions per City of Ocoee DRC comments (5-12-94) 4-19-94 CP8 Revisions per City of Ocoee DRC comments (4-15-94) 3-17-94 CPB Revisions per City of Ocoee DRC comments (3-10-94) 11-15-93 CPB Revisions per City of Ocoee DKC comments (11-2-93) DATE BY i)ESCRIPTiON REVISION PARCELS 3 & 4 ERWN W. & E ME Ffi tF.R 763 0V RtERE RD. WINTER CARS FLOWA 34787-5602 PARCEL 5 R69ERT s. do C"MACE A haLAN9 1180/ Roar-RSaW W. WINTER CAR^ Fi-OWA 34787-5607 LOT 7 Lor 8 Lor 12 Lor 15 LOT 21 LOT 25 L01'24 LOCATION MAP Commencing Commencing at the Northwest corner of the Northeast 1/4 of theNorthwest 1/4 of Section 31, Township 22 South, Range 28 East, run SOO-3412811W along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 31, a distance of 1355.68 feet for a POINT OF BEGINNING; thence departing said West line, run N89027149"E, a distance of 707.62 feet; thence run N72°57129"E, a distance of 539.51 feet to a point on a curve, concave Easterly, having a central angle of 38°38'17" and a radius of 884.58 feet, said point also lying on the Westerly right-of-way line of Wesmere Parkway, as recorded in Plat Book 31, Pages 57-58, Public Records of Orange County, Florida; thence from a tangent bearing of S06133'4511W, run Southerly along the arc of said curve and said Westerly right-of-way line, a distance of 596.53 feet to the point of tangency; thence departing said Westerly right-of-way line, run S32°04132"E, a distance of 24.33 feet; thence N8902513211E, a distance of 1369.78 feet to a point on the West line of the East 1/2 of the Northwest 1/4 of said Section 31; thence N0003412811E, a distance of 413.00 feet to the POINT OF BEGINNING. Containing 13.320 acres, more or less. O&A5 N`/ARK.9: L NORTH MANHOLE RIM: P.L AT CENTER LINE OF WE5J7E2E PA2KWAY & WE5CLIFF DRJVE: ELEV. 125.42 BR/AM R. BOWEN 2. NAL & D/SK: 01 AT CENTER LINE OF WESMERE PARKWAY & SPRINC MEADOW LANE. - 2427 COGPMALL LOOP ELEV. 127.00 OCOEE, FLA2DA 3476/ WO & AMO rA''>s'VACO 2457 CVOieERK L LOW G'ClA<E, FLORDA 34761 SITE DATA WAYWL.&CAZI"X MY 2452 COOM0 e -L LORA EX/SrBMG ZO}'WMC PUY7 =Ea FLOWA 34761 PI-ANM-0 USE SJVCLE FAl';IL Y RESMNIM CHARLEs W. orf X. 2430 GOaPERhEL LOOP OCAS-, aMVA .34761 CROSS SITE AREA /3.320 AC. JAMS R. & 54aeY lx S/xS TOTAL UNITS 23 2402 COOPERML LOOP Oce , FLGI?DA 34761 GROSS DENSITY 1.73 OU/AC OM" RAYCAI`P & DAWN Ba -ANGER CA! Jp , 2363 Caa ci L" C0njt5ERVA1'10N AREA 7.56 AC. ' 0CGE0, FLO?DA 34761 FRAW & j0-%50f*,E 50W AC -r SITE AREA 5.74 AC. 237/ COAAERK.L LOYOLA OCA, FLA2DA 3476/ ACT DENSITY 4.00 OU/AC. JASON r. CAMFl3ELL & 0136RLY A. FAY 2377 COMC-04-1- LOOP Lor SIZE 5500 S.F. OCf1EE, H OWA 34761 M. Lor W197H 5 30, MSI. FLOOR AREA 1400 S. F. GENERAL OTE MAX. BLDG. COVERAGE 25.76X OF IST SITE AREA 1. SITE HAS BEEN MASS CRAOED. NO CUTS & FLL5 ARE ANT/CPATEO OTHER THAN MOI? LOT AVERAGE DAILY TRIPS 230 CeAONG DURING HOUSE C0N5TRUCn2N. THERE ARE NO TREES ON SITE. 2. STREET LIC147NC TO BE PROVIDED BY FLORIDA POWER CCRP0ieAT/ON. WATER, SEWER, & F12E �7 PROTECTION TO Be PROVIDED BY 7/-f CiTY OF OCOEE. OPEN SPACE 8.16 AC. (61.26%) 3. THE DEVELOPER HAS CREATED A MASTED NO FOWNER'S ASSOCIATION THROUGH INCORPORATION W*e FLORDA LAW FOQ1 THE OWtFR5HP AND t'1AWTEN4,NCE OF TRACT A, TRACT B; SCNOOL AGE POPULATION 14 TRACT 'C; TRACT D; AND SADJKL BAY LOOP. 4. STORMWATER LBWS WLL TE TO EXI57'NC STORMWATER MANACEMWT SYSTEM WIT4N WESMERE PD. /00 YR. FLOOD ELEVATION 124.6 5. TRACTS A; B; C- AND D' TO BE OWNED ANP MANTAMED BY TFC HOMEOWNERS A55OC1ATlON. p� ��y� M 6. PRO,.ECTED WATER 061AM2 LS 6800 CAL/DAY. PRO,.ECTEO SEWER DEMAND 15 6ROO CAL/DAY. MAMLIF1 BLOC. l >�/ut7! 35- (2 STOIC -5) Z BOWYER-SWLETONI & ASSOCIATES PROV06 BOTH ENGMEERW & SURVEY/NC SERVICES FOR THIS Peo-.Eci" 8. THE C17 -Y iS SL6JECT TO TFE TERMS, PROMS/ONS ANO RESTRICTIONS OF FLO?10A STATUTES CHAP- TER 163 CONCERNNC WRATORV1 ON THE 155UANCE OF 0MONC PERI'YT5 U,ZUER CERTAIN Cie- CV15TANCES. TFC- CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM TFC- APPLICATION Cr SUCH STATE LECISLATION AHD NOTWNG HEREIN SHALL BE CON-- 592ERE19 AS SUCH AN EXEMPTION. 50' 65' 8, EACH FIRE HYDRANT SHALL BE OSHA YELLOW N COLOR. A BILE REFLFCTIVE MARrFR SHALL BE --------- ---- --------------- AFFiXEO TO THE STREET IN THE CENTER LANE CLOSEST TO EACH HYDRANT /0. ALL UTLiTY AND WALL EASEMENTS WLL BE OWNED AND MAINTAMED BY THE MDNIDUAL LOT OWNERS WITH EASEIENT RICHTS TO THE HOP£ -OWNERS ASSOCIATION AHD TFC C/TY OF OCOEE. A TI -E FEMA 100 YR. FLOOD LINE ENCROACHES WTO THIS SiTE. THE DEVELOPER WLL APPLY FOR AND RECEIVE A LETTER OF MAP AMENDMENT FROM FEMA AHD A BASE FLOOD ELEVATION (BFE) WLL BE E5TABL15HE0 AN9 APPROVED BY FE11A PRIOR TO FNAL PLAT APPROVAL. ( ' ry Q 1 12. T/95 PLAN 15 BEING APPROVED UNDER VESTED RIGHTS CERTIFICATE NO. CV -83-01. 13. WO PARKINC' S/CN5 ALL BE PLACED TO PREVENT 0657RUCTNC TRAFFIC. I 14. Ti -6 HOM-OWNERS ASSOCIATION WILL CRANT STREET ACCESS EASEMENTS TO TFf CITY OF OCOEE FOR /� /� EMERGENCY AND 1`1AINTENANCE PURPOSES AT TM Or' PLAT RECORONC. I House 15. ALL HOUSE PAD ELEVATIONS EXCEED TFf 100 YR. FLOOD ELEVATION BY A M%V'MxI OF ONE FOOT. 1 PAD ( `/9f]i!O 16. ALL ROADWAY fVROVOIENTS WLL BE CONTAINED ON SITE. , 40' -_ , 40• 20- /Z NO LOTS ABUT WES/IFRE PARKWAY, THUS CITY ACCESS RIGHTS ARE NOT APPLICABLE 0 1 18. NO CHANCES HA. VE BEEN MADE W-PRAWACE BASINS DUE TO CHANCES N VILLACE BOLNDARIES. I 0 ( O t O ✓�/G 18. TFC- STORMWATER MANAGEMENT PLAN IS CONSISTENT WITH CITY OF OCOEE ANO ST. JORI , IVFR I N NATER 17ANA,-FMNT 0/5TPCT DISTRICT PEQU6eEMENT5` PER PERiTT NO. 4-045-0343. 20. ON ALL CORNER LOTS, NO WALL, FENCE, SIGN, 5TRUCTURE OR ANY PLANT CROWn+' WHICH OB5TRUCT5 1 ' 5CHT LINES BETWEEN 2'-6' AND /0' ABOVE ANY PORTION/ OL THE CROWN Cr THE ADJACENT ROAD- WAY SHALL BE MANTAINED N A TRIANCLE FOfetED BY MA5URINC FROM THE POINT OF INTERSECT/ON '• 1 1 OF THE FRONT AND EXTERIOR S/DE LOT LAS A 0/STANCE OF 25' ALONC THE FRONT AN9 SIDE LOT LM -S, I I I AND COtMCT/NC THE POINTS SO ESTABLISHED TO FORM A 5/CHT MIANCLE ON THE AREA Cr- TFf LOT ADJACENT TO THE STREET WTERSECTIONS OF MNOe AND COLLECTOR STREETS. 21. PER SECTION 4-5(L)(6) OF TF -C- OCOEE LAND DEVELOPMENT CODE, A Mi-k.V OF 3 TREES WLL BE PLANTED PER LOT. 22. TFf 4'-6" HICH PLE5 OF ORT ON TFC- EAST SOE OF THE PROPERTY HAVE BEEN STOCKPILED 7EI'7PORARLY LANO WLL BE REMOVED AT TML OF SITE DEVELOPMENT _ ... Yz + j it I L 23. WHERE APPLICABLE, SDEWALKS SHALL NAVE ACCESS RAMPS CONSTRUCTED TO ACCOrlOOATE THOSE N WHEELCHARS OR THOSE WHO ARE PHYSICALLY CHALLENCEfl. l (� C s:PM1 i STANDARD LOT,ti3 �, CORNER LOT T Y PICS -- 0 T Sh FIELD: DRAWN BY: CPB CHECKED BY: RRB DESIGNED BY: CPB SCALE: 1-=100' WES`lERE PW MY OF OCOEE, aORX7A' • bown,"rm siflgleton nswdates %0; WM-4 M040"a N L A Kt _ IvcoRP oRAT Eo VILLAGE 1 O CONSULTING ENGINEERING • PLANNING • LAND SURVEYING /� �/ / �( �] / �j (/fQ /�p� 520 SOUTH MAGNOLIA AVENUE • ORLANDO. FLORIDA 32eOl /r1QaIHNrAafC Y SUL301I 51O PLAN \/ c� 407-843-5120 9 SBI DATE: 1-4-94 JOB NO. AVHS SHEET 1 OF 6 1 AGENDA 6-21-94 Item V C 1 1 1 1 I PD WESMERE VILLAGE g UNPLA tTED PD WESMERE VILLAGE I?�, UNPLA rrED ev/r WA%b /V/ /ell ` PD WEStlFRE VILLAGE UNPLA rrEOPD / /l P.B. 3/, PGS. 57-58 < , i;; I 1 1 lO' L `SCAPE 8lFEi? OPEN SPACE �I ne�►CT 13• — o oq ac. ® Al 1 QE TC-NT/OA1 POND 60 N.N.W.-122.00 �rt��' OPEN SPACE tr k 1 1 1 1 I PD WESMERE VILLAGE g UNPLA tTED PD WESMERE VILLAGE I?�, UNPLA rrED ev/r WA%b /V/ /ell ` PD WEStlFRE VILLAGE UNPLA rrEOPD / /l P.B. 3/, PGS. 57-58 < , i;; I 1 1 lO' L `SCAPE 8lFEi? OPEN SPACE �I ne�►CT 13• — o oq ac. ® Al 1 QE TC-NT/OA1 POND 60 N.N.W.-122.00 �rt��' OPEN SPACE k fif � u^Mar 08 09,37:09 1990 VAX1 AV03 zfa3-EpIotsJav03pp7.prfo4 A 040/ 8 Tx 6 TEE 2^-503'M48"RCP�0.04%� � STA.45+38-41'LT . STA: 44+00 20' 8"DIP WM 8" GATE VALVE 4th-8D/P WM '" 2^ -TYPE J -11T ,WH. s STDA=1RE HYD.W/GATE VALVE ASSY. 6" GATE :VALVE D TOPS 126.5p D6 27`- 6" PVC,:WATER MAIN INV s Ii7,.44' z8 ; a STA.48+00^-19.5' RT. W/6 PLUG (FOR DETAIL'' SEE SHT. 271 _ STA. 47+83 TYPE J 7T MH. _ _ _ 125 X380' 8" PVC , WAT R MAIN STD. FIRE HYD. W/ _ _ _ _ 1 GATE VALVE A.43*50 x 169 TEE o� v vet - - - - - " " •�- 12 6" GATE VALV «l.�F.IEG'ClOtl 25.55 35' P Bt 0.//;/.OTO HP 125.80, STA48+ _ CONST: _ - -(-125 55 _ TYPE J-4 INLET - - j - RM'_ - \� - - _ STA 42+50.40- P�oPov TYPE P-4 /NL S35 35 5 ' RCP 0 0.067.- STA 50+58^ - ` MH 76'�-1V2 VC WATER STD. SAN. 'SERVICE ZA-Q, \ / / I 1 6" PVC WATER MAIN \ TEMP. PLUG (THIS CONTRACT 7oP 125 W/6" PLU ' 1108 L.F. _MAIN 00 - 120 (NOT IN THIS CONTRACTS 12 ' .s BO_r 2 - X54' 46" RCP's a 0.04% D642 C> STA. 42 D. ' 0400 TYIN PE J e e8 0 STA 46+04-y98'RT 54'^-4" P.F.M. - ��d'(� �' - 60" RCP 0.46/. 2 - MODIFIED TYPE H INLETS LU ` TEMP G (TH/S �� G�� TOPS 122.93 �, y roti �' RETENTION POND 60 INV s 117.50 S38 �e (SEE DETAIL. SHEET 27) STA. 3 D72 DROP SAN. M 2 STA. 48*98.02104' LT. 70' 6" PVC WATER MAIN . MI /16.79 SEC. W/CONC. SPLASH PAD W16ff PLUG �. � 07/ . STD. FIRE HYD. W/ -�7 STA48--98.02-17.5-LT GATE VALVE ASSY. 0 S� TYPE J-4 INLET STA 5D+58^-62.5 LT. FUTURE WET WELL - z�1 .3-9 L� D80 D81 ld� WESMERE. PARKWAY 8" PVC a 0fG: STA 51+10-45LT TYPE J -7T MH. STA 50+83.65^-126' LT. 0 STD. MIT. END SEC. W/CONC. SPLASH PAD S37 8 D /NV. EL 1/8.79 STA 39+30.4/-2D8'LT 36" RCP t� 0.04% STD. SAN. MH TOP /25.2 /NV_ F/ - //#;4-P- 52 51 50 49 48 .46 45 44 4 40 39 38 N Lo 0 Q Lo �p Lr) tr +�, �NC\ 135 PLAT 0 c� ALL CONSTRUCTION LAYOUT WORK. REV. STORM SYSTEM D400, D401 W RM REV. STORM SYSTEM REV. AS PER CLIENT & IN-HOUSE REVIEW' 10-25-89. RM 10 -19 -89 �W Q. Q. DATE BY DESCRIPTION REVISION W Z 135 D80 TOP � � D71 7, D70 TOP EL 124.78 PROPOSEDCL GRAD EXIST. NG -GROUND 130 130 L 125.80 TOP EL /24.78 -0.30 •. S35 25.13 ----- 97 D69 TOP l 48 RCP's MIN. f ... +o.3oi W.M. 3 MIN. NV. EL 119 D ` L?62 06 06 INV. E INV. E TOP EL 125J3 l 2 -0.307 S38 TOP 3 TOP ""'L 126.05 0 Q) I+r� 125 125 0 U TOP ELI 4F.M. ' .38 (, 12004- TOP EL • +o.3oi 3 MIN. L 125.96 4 TOP *0.325'. "-L 126.05 EL/2560 -0.30•. . EL 117.2 TEMP. 30" RCP PLUG 0 0.08% INV. E /NV. E INV. E 119.63 D cn Z 120 15 1210 115 L z229.o RCP .• 118.83 I 1 66" 4 3 4 RCP C G ^-36 4 INV. EL "..�© 4% 120.30 D 118. 6 / MIN. 118.03 D © W.M. INV EL h 5--5a E. INV. EL /A5.7-& D64 r 110 110 Q � _2jf^-8" C a O % V. EL 112.7 NV. EL ll6 2 07/ //*'. EL 117.24 070 O'-8" DJ.F,. W.M. 0 40'^-8" DJ.P. INV. EL //,?.00 6-f FJWJ .40 © (-..6 8 ® Lm 105 . t INV. E uf I a INV. � 111-86 EL 105 _ a NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REV. STORM SYSTEM D400, D401 II -29-89 RM REV. STORM SYSTEM REV. AS PER CLIENT & IN-HOUSE REVIEW' 10-25-89. RM 8-10-90 WFR A5 WILT 15Y TOHNNY WE5T GRADWG U 2 -15-90 FSM REV.TOP EL.,REM. UD. CALLOUT D400. 12-29-89 RM REV. STORM SYSTEM D400, D401 II -29-89 RM REV. STORM SYSTEM REV. AS PER CLIENT & IN-HOUSE REVIEW' 10-25-89. RM 10 -19 -89 RM REV. AS PER CITY OF OCOEE REVIEW z DATE BY DESCRIPTION REVISION F!ELDs B.S.A. l DRAWN BYs KcOwyerms associates CHECKED BYs R INCORPORATED DESIGNED BYs ZMB 'CONSULTING ENGINEERING s PLANNING s LAND SURVEYING 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 SCALES H1�_I' ` : (407) 843-5120 { VI :5 PlzaPa�Ev 4,vE� ca�NrTio�l �s') S32 _STD 59+ s;Q 7R,/R, rl 91F?T �/ l AN TOP EL 1. 36" 1 111 RCP `h INV. EL 115 W. N 110 INV. E { 105 CV E W a co 3 W t - O 8-10-90 WFR AS DUILT BY ToHUUY WEST GRADIUG Q Z ED 4 _s -9O ZMB REALIGN ROGER ON RD.. ADD R.C.P. > 2 (�;,{ � 11 - 9 �29 8 RM REV. STORM T T - S t�UC ORES 0 } �W CONSTRUCTION PLAT'FORALL' DATE BY DESCRIPTION - REVISION •� .. S33 TYPE J-4 INLET 80' 6" PVC WATER MAIN W/6" PLUG 130' — 8" PVC 0 0.30% STA53+06-128.5-'LT STD. SAN. MH TOP 125.6 INV. EL 113,� •93 Q 52 36" INV. IrL 120J8 INV. QL 120J2 FIELDS B.S.A. DRAWN BYs KA r o ms et n . 0 8� amocicti'v s CHECKED BYe RM INCORPORATED DESIGNED BY: ZMB CONSULTING ENGINEERING : PLANNING s LAND SURVEYING .520 SOUTH MAGNOLIA AVENUE E UE e ORLANDO, FLORIDA 32801 H'=50' SCALE# VI - '_5' (407) 843-5120 L PLANTING DETAILS TREE PLANTING DETAIL SHRUB & GROUNDCOVER LAYOUT DETAIL \- v 1 . 1, l �2X (Max. X+241 i I Ligustrum lucidum Ligu§trum Tree, B&B; 8'x 8'; multi -trunk QV 6 Quercus vir iniana Live Oak 100 gal; 14'-15' x 7'-8'; 4" cal. WR 10 Washingtonia robusta Washington Palm I i .g ° U LL Cf) CZ AN 20 Annuals (Various Species;; Fiowering Annuals ...DOTES Ri �� 21 1. All plants shall be Florida No. 1 or better. 3 gal; 15"-18" spd.; 30" o.c. k shall be maintained vertical position Live (tubber Hose res 13) shell be kept feut top 1/3 of burlap ; cut cords ch Layer x2'x24' Stake (3) erillizer Tablet snling Soil Mix ipacted Soil Mix ting Bed A '�HR11BS f G2r•�JUt7G:7Y:izS =AL-I.iT 'TO ST tCiH"' EtXi j S�iAl.l. !3�• 'f12IAt.lCilll.a2- r-�t L�•J l}•7 IZCt�1i !',�.�.1-�-c� "iD 'fH1; 6i="HT Svni_ :8 SFlR11B5 j GfZ^.{Jt•liX'JVE12� AVjAG►+.t'f To CUOV=7 EZt:r_5 FE Qi,D IAt RO1.,S P?Y�+. ` r+y G'JttVCD -SHRUB & GROUNDCOVER PLANTING DETAIL a0� a baa.. 04+0 o,_o0 0 a .o 0 0 0 �o io 0 �Co O a ° °a � 0 00 0 od Oo o Oapo c a� 0 C di 000 o 0.60 P1.Ahr*1W(, SIL Mix Y CJNFA•Lm-7 Sall- nuc X- dX • �� x� I® MIN -H'1: • I�--Ilii-tI N IZA-4 . V/1- LA GE 12 -� 1� �-�1`�'1�u�b ��- Nom-+ �N�•�`�' unless removal of plants is specifically called for in the plans or by the Owner or Landscape Architect. 5. All plants shall be fertilized with an 18-6-12 timed - release fertilizer at the time of planting at a rate specified by the manufacturer. 4 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 Y2" of water per week. .8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the Contractor's expense. 9. .All residential building lots shall be planted with a minimum of three •(3) trees per lot. Said trees shall meet the following requirements: • trees shall be at least 2" diameter _breast height (DBH) • trees shall ba minimum of 10' in height • at least 2 of� he 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 130)(a) • trees shall be installed by the lot developer. 10. Street trees shall be planted at a rate of 1 for every 50 linear feet of right-of-way frontage and should meet the following criteria: • .street trees shall be live oaks • street trees shall be planted within 5',of the right- of-way line • street trees shall be maintained by the lot owner • street trees shall be located in such a manner as to avoid damage to driveways and utilities and to achieve a continuous canopy over the roadway and sidewalk; the maximum spacing of trees shall VI L LA GE 9 , SCALE: 1" = 100' be no greater than 80' • street trees may be credited toward the residential building lot tree requirements. 0 street trees shall be a minimum of 2" DBH and 10' in height at the time of planting. ENTRY AREA PLANT LIST x 2 11 SYM CJTY BOTANICALNAME "::<... COMMON NAME 'SPECIFICATIONS LL 10 Ligustrum lucidum Ligu§trum Tree, B&B; 8'x 8'; multi -trunk QV 6 Quercus vir iniana Live Oak 100 gal; 14'-15' x 7'-8'; 4" cal. WR 10 Washingtonia robusta Washington Palm See plans for trunk hei hts W ° U LL Cf) CZ AN 405 Annuals (Various Species;; Fiowering Annuals ...DOTES Ri 18& Raphiolepis indica'Alba' 1. All plants shall be Florida No. 1 or better. 3 gal; 15"-18" spd.; 30" o.c. ZP 75 \� I � 3 gal; 10"-12" spd.; 24' o.c. 2. Mulch shall be shredded cypress mulch and shall be applied to a thickness of 3" throughout all planting 1 2,000 ISt. Augustine 'Floratam' solid sods .ft. beds; trees in grass areas shall have a minimum 3' diameter tree ring.TYPICAL VILLAGE ENTRY 3. The Contractor shall provide a one-year guarantee on AND LANDSCAPE BUFFER SCALE: 1" = 20' - all plant materials from time of acceptance. 4. The Contractor shall take reasonable care to avoid damage of existing plant materials. The Contractor `jo t2-' I _l shall replace, at his expense, any and all plant materials damaged or destroyed during construction, -� 1� �-�1`�'1�u�b ��- Nom-+ �N�•�`�' unless removal of plants is specifically called for in the plans or by the Owner or Landscape Architect. 5. All plants shall be fertilized with an 18-6-12 timed - release fertilizer at the time of planting at a rate specified by the manufacturer. 4 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 Y2" of water per week. .8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the Contractor's expense. 9. .All residential building lots shall be planted with a minimum of three •(3) trees per lot. Said trees shall meet the following requirements: • trees shall be at least 2" diameter _breast height (DBH) • trees shall ba minimum of 10' in height • at least 2 of� he 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 130)(a) • trees shall be installed by the lot developer. 10. Street trees shall be planted at a rate of 1 for every 50 linear feet of right-of-way frontage and should meet the following criteria: • .street trees shall be live oaks • street trees shall be planted within 5',of the right- of-way line • street trees shall be maintained by the lot owner • street trees shall be located in such a manner as to avoid damage to driveways and utilities and to achieve a continuous canopy over the roadway and sidewalk; the maximum spacing of trees shall VI L LA GE 9 , SCALE: 1" = 100' be no greater than 80' • street trees may be credited toward the residential building lot tree requirements. 0 street trees shall be a minimum of 2" DBH and 10' in height at the time of planting. ENTRY AREA PLANT LIST x 2 11 SYM CJTY BOTANICALNAME "::<... COMMON NAME 'SPECIFICATIONS LL 10 Ligustrum lucidum Ligu§trum Tree, B&B; 8'x 8'; multi -trunk QV 6 Quercus vir iniana Live Oak 100 gal; 14'-15' x 7'-8'; 4" cal. WR 10 Washingtonia robusta Washington Palm See plans for trunk hei hts W ° U LL Cf) CZ AN 405 Annuals (Various Species;; Fiowering Annuals 4" pots; 9" o.c. Ri 18& Raphiolepis indica'Alba' Dwarf Indian Hawthorn 3 gal; 15"-18" spd.; 30" o.c. ZP 75 Zamia pumila Coontie 3 gal; 10"-12" spd.; 24' o.c. SOD 1 2,000 ISt. Augustine 'Floratam' solid sods .ft. BUFFER PLANT LIST ao GLATTING JACKSON KERCHER ANGLIN LOPEZ RINur-dTHART C�19' ��11 V11 1►1IN U �h1l1► t 33 ]East ]Pine Street Orlando, Florida 32801 (407)843-6552 FAX (407) 839-1789 Project No.: 7933 DesigDed: BCL Drawn: BCL . (lecked: JRH Date: 12/20/93 Revisions:: - Al to 0 Sheet No.: '( O 5 OF 6 C CCS Uj 0) 06 (10 l: 0) w W ° U LL Cf) CZ aS (1) W 70 0 Q O 0 C: Q Project No.: 7933 DesigDed: BCL Drawn: BCL . (lecked: JRH Date: 12/20/93 Revisions:: - Al to 0 Sheet No.: '( O 5 OF 6 C CCS T 0) 06 (10 l: 0) 0 T_ W (3) Co Q. U U) 0 Project No.: 7933 DesigDed: BCL Drawn: BCL . (lecked: JRH Date: 12/20/93 Revisions:: - Al to 0 Sheet No.: '( O 5 OF 6 I .17" x 5;,- 11 - - RA-rcl 067 MWm s cam= 4��1-1C'11E�4s � ✓F Gl20W i•A FF ( ,r Stbl�l i-�Cile�!k1A-� TO 3 SIGHT TRIANGLE DETAIL 1 "=10' zd clyr) ENTRY SIGN ELEVATION 1/2', = 1'-0" find 0c Nc+-tl464-) W 1:�� IaA4.J- I es t=1,4 _ o,lXg,,x ll� BRICK PIER SECTION 1/211 = 1'-0" ■ a ,� .;/ � " '.� G' ,�,�. `�=tl, _. �•�i....i_.. Com;?! .� � ; c�r.7F.,CJ�. -�.�►-!r ��;� wz�c� �.�l�r�-! i,�-�/ %:�' Gr.�-� 1-'-�ur-I-G �t-�{ --- � v�l�i Fto � a1�C> � ►'1 �. IJ -1 -069lk ig 41F 5; SIGN WALL SECTION 1/2', = 1'-0" a, GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 Bast lane Street Orlando, Florida 32801 (407)843552 FAX (407) 839-1789 W c cz cr :3 0 LjJ Drawn: O �U a LL 12/20/93 Revisions: W Q U 0 c Q C co T W 06 cz ip co Q. ca._._ � U VJ cu .J Project No.: 7933.00 Designed: BCL Drawn: BCL ( JRH- Doe: 12/20/93 Revisions: 311994 L2 OF 2 6 OF 6 Z OWNER/DEVELOPER ARVIDAl" PARTNERS 120 INTERNATIONAL PARKWAY SUM 220 PEArWOW, FLORVA 32746-5033 (407) 333-1071 STORMWATER MANAGEMENT SUMMARY STORM EVENT POW 50 STAGE PONS 60 STAGE FEET Na V9 FEET NCV97 okkq e CaNrY /om/-, 4 HQ 123.8 1218 124.0 124.0 ORV4V COLNI'Y AOO YR/24 W. 124.6 124.6 SCS rYPE 2 FiOWA HOOF -C-0 Commencing at the northwest corner of the Northeast i/4 of the Northwest, 1/4 of Section 31, Township 22 South, Range 28 East, run SOO'34'28"W along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 31, a distance of 433.68 feet for a POINT OF BEGINNING; thence departing said West line, run N89'25132"E, a distance of 349.08 feet; thencerun S82'48107"E, a distance of 381.46 feet; thence S55'53'4211E, a distance of 99.57 feet; thence S38'02112"E, a distance of 368.57 feet; thence S65'0911211E, a distance of 267.59 feet to a point on a curve, concave Easterly, having a central angle of 16'38109" and a radius of 884.58 feet; said point also lying on the Westerly right-of-way line of Wesmere Parkway, as recorded in Plat Book 31; Pages 57-58, Public Records of Orange. County, Florida; thence from a tangent bearing of S23'11154"W, run Southerly along the are, of said curve and said westerly right-of-way line, a distance of 256.84 feet; thence departing said curve and said Westerly right-of-way line, run 572157'29"W, a distance of 579.51 feet; thence S89'27149"W, a distance of 707.62 feet to a point on the West line of the East 1/2 of the Northwest 1/4 of said Section 31; thence N00'34'26"E, a distance of 922.00 feet to the POINT OF BEGINNING. Containing 21.401 acres, more or less. \ 2.5 YR/74 H2. 124.3 124.3 8H. A5"jARX_% 1 NORTH MANHOLE RIM PI AT CENTER LINE OF WESMERE PARKWAY & WESCLIFF DRIVE: \ ELEV. 125.42 • "'�"' 2. NAL & D/SK: P.I. AT CENTER LINE OF WESMERE PARKWAY & SPRINC MEADOW LANE: nulNu • lull!. , i I i ' ELEV. 127.00 F • ' unnnn I I "'+ ' 1 • ; lu!niln , III 1 _/ OUTFALL r0 POM7 i LJ \ L . nnnlnl it 50 • . Illllfilll � I i I I � ! I t/ • IIII,IIIII "' 1 ` PELICAN ISLE nnnnuo , I„ e6• �� 'iIlII111111,T, , IIIA `1 1 1 60' \1 121.5 / ■ nlnui- IN i -.J IIII '--�•., 1 60' �•.+� `��--'- . 111111111 I I 1,6 �---� 7q. / P.B. 3/, PG • • illilllll • • . ' I II I I I I I I I I l'15 ' I +271 • ulJl�{II J i l l I I t I_N / 13 � � •11111' 76 I ,1© , 1 � � 1� 1 i/ /\ ullli'lll127_-PD m I III i / iIIIIHIIII lilt • III III 171 m� PI 1 i 60" I \� 11;II, III , ,? a.^ VILIt ACE 12 111111 124' 9 UNPLATTED I I) i 1 15'//� I Iillull,l I , , ( lO I��CAFE &X-FERIOPEN SPACE 19 rRACT A - 0 III (11111,1 lr• may. ��J 1 �- _ 2& \ , \ �. \ . 02 AC. %�„� • • '�i;l�;+III, , 1 I ;. 43it of A; ,Illl,hfh'- h I 12To �� +mlU`gl HP •; • ' II�I;iI; ' , ml i I ' 44 • tIIl�I l�n1�1j�l1pji1ul1I11ll RE I I 1 �JJ/,/ `• \, \ , %''/,,♦' /J,p '�'///ir/ �r�i ///\ / \r �\ `\• \\ \ �\'`\� \ _F3\sO/n '\ rO/ NY/A C �E 4J „ ,,'' 'CONSE2 VA TON AREA ,�r TRACT C - 8.75 AC. '139 421 1 , ! •�It11141111 I I 6' �! '' I' '\\ �- �. L / / 1 \ A 46 %3h J /J \/\ / AkA,i 38 hl ! I.3 / III 41uI1 I I- �i r ,r. J F l g /, / \ I' I I Iif 1I I I' 1 I i 1 4 �. -moi,--�"q�'✓ ' �1 ` / L/ �� / IuIUfE: COtMRVArM AREA WLL BE DEOCAIW r0 1} MY OF OCOEE •o Illiiiiill i AS A FERPlAPENr ORANACE ESl'1T. i'i�lil"'' ' l I i �,y` �` 17es moo,,tae.�',', •• I hill - - 1. I ' i 7 / �III�!�2 \'- /�' \ 48 ' l 1j' 1 s. 1 II l i , , I 36 MA -E ; I !f(c / f A j 2 6b ; `/ 4 a Q 5 i'/ �.:..8 L S / • ym nA_II JQ 1, � 1114^ IIII i , ,. , 35 -- 4�� ,q, IIII VyI I •\v� \ - _ �-- • � � . � I �l / U 1 r Ii, ! ✓ 1 \.` , \ --- -- _-�, \2 i •• OQ •/ �16� A , , If , /, , 1 r II;I!i,'' Q• R� \ �5_ �. �/ i'13T 5 i }+ 11 /, \ l i\ •`M HP �\ .\s .` �i \� J / \ / +t ii 1 1 r 1 1 l ... \\ / / �`' +HP _ - , ,'l i111� ,>(» ��• ,, _ T � � -' 6 • I� .�- - -551,-- `;\\\`��`<\J ••:� a �_* �l �, `\�!- •�•• 34 ♦ Y 27 39 �•a�� vJ/' +111, ,1 05y' \ A`\"\27i� �\I��;^�., 1 •� 1'� / / / 1 29 + Q/\ '33 ice �'-• �'� .I 11 TO BE t�A^LLG1E47 N I, Ir x'5.5; 1 = 3 \ ;/h€; _- -- t l i u ��11 C�i2VArl><!JN III ,LEG ( ) \� 12 p •oto ` s`- �,,-�-i,�- I'�cs-A TRACT G" 1 ` �- Eo 1 n p, ' `7 3' SDEWALX EA-SVE /r 22 MA -D ,1 "' h" �1 /• /Ii`�' / si �1 hl 1 I /0" L "SCAPE BC/HTWIOPEN SPACE TRACT 6' - 0.03 AC. It RJ O ' \ ` \\\\` 7E MO VALAG'E b i� ' , It 'll '- t `` V•\ '• SAN. SYSTET7 {' til II i, , ESKf.lln 1\' it �2E TENTION POND 60 PD 01, IV 11ILLACE /0 / 5r 10 .�(} LOOT SETBACKS UNPLA TTED �, FRGNr/Sd7L/REAR YARDS' STREET SECTION 'A' R #4/Y 0 /) W 3/4"/Fr. 1/4'/Fr. 4' C6W. SIAEWALX, TYPO P A S.C.S. - TYPE M 6' Sac C5"& f BASE C"39 12' CaVACTED SUWSE rO 45A' RAX. DEi+rl9vrY A.A.SX 11.0. (r-/80) 4' X 6' STABl.144WN r0 FAV. 50 P-51 (rYP.) 1 !AM 67.4;8, TYPO *716 PORWV OF &AMMVEN LOIS BErWEEN WESI`ERE PARKWAY AnD LOT 49 SHALL HAVE A PAVEMNr WDTN OF 24: STREET SECTION "By srr onW 9 3/4'/ -Ir //4'/Fr. 4' COW. SDEWALK, rYP. P A -%C-% TYPE S/ 6' 556[ CHT:t r BASE COl'.42SE 12' COWAC1W SL ASE TO 9= K49. G1E alY A.A.S.Al.0. (r-180) 4'X 6' STABLUAT1ON 1110 F.B.V. 50 P.S.L (rYP.) MA/1 CU?B, rM *rtf POI2rAri1V OF &XXF4AVEN LOW WEST OF LOr 49 SHALL HAVE A PA VHTWr WDrH GIS 22: GENER L. OTES 1. SITE NAS BEEN MASS GRADED. NO CUTS & FILLS ARE ANTL-PATFO OTHER THAN 1'I/NOR LOT CQADNC OURINC HOU5E CONSTRUCTION TFERE ARE NO TREES ON SITE. 2. STREET L CHTINC TO BE PROVIDED BY FLORCA POWER CORPORATION. WATER, SEWER, & FIRE PROTECTION TO BE PROVIDED BY THF CITY OF OCOEE. 3, TIE 9EVELOPER HAS CREATED A MASTER HOtEOWNFRS ASSOCIATION THROUCH NCORPORATION LTDER FLORIDA LAW FOR TIE OWNERSMP AND MAINTENANCE OF TRACT A, TRACT 6; TRACT C; BUCKHAVEN LOOP, KENNOWAY COUQT, AND WALES COURT. 4. 5TORMWA7ER LM5 WLL TE TO E457W STORMWATER 11ANACEPENT SYSTEM W/T14N WE5(-ERE PD. 5. TRACTS A; B; ANO C' TO BE OWNED ANC MANTANEO BY THE HOMEOWNERS ASSOCWTION. 6. PQO,.ECTEO WATER OEMAND 15 15,300 GAL/DAY. PQOXCTEO SEWER OEPIANO 15 15,300 GAL/DAY. 7 BOWYER-5NCLETON & ASSOCIATES PROVDE B0714 FNCM--EQNC & SURVEYNC SERVICES FOR THIS PROJECT. 8. THE CITY /S 5U5X-CT TO THE TERMS, PROVISIONS AND RESTRICTA" OF FLORIDA STATUTES CHAP- TER 163 CONCERNNC MORATORAA7 ON TFf 155UANCC OF OLX0/NC PER197S UNDER CERTAIN C/R- CU157ANCES. THE CITY HAS NO LAWFUi AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM TFC APPLICATION OF SUCH STATE LEGISLATION AN7 N07N/NC HEREIN SHALL BE CON- S/06Q60 AS SUCH AN FXE1'PTION 9. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR. A BELL° REFLECTIVE MARKER SHALL BE AFFIXED TO Ti -C- STREET N rlf CENTER LANE CLOSEST TO EACH HYDRANT. /0. ALL UTILITY ANO WALL EASEMENTS WLL BE OWNED AND MANTAAEO BY TFL A.JDIVCUAL LOT OWNlRS W17'H EASEMENT e/CHTS TO THE HO,'-IEOWNERS ASSOCIATION AND TIf CITY OF OCOEE. A THE FEMA 100 YR. FLOOD LINE ENCROACIfS INTO 7H5 SITE. 7FE DEVELOPER WLL APPLY FOR AND RECEIVE A LETTER OF PIAP AMM'-' TENT FROI"I FEMA AND A BASE FLOOD ELEVATION (BFE) WLL BE F5TABL15FED AND APPQOVEO BY FEMA PRIOR TO FINAL PLAT APPROVAL. 12. THIS PLAN lS BEING APPROVED UN3EQ VESTED RIGHTS CERTIFICATE NO. CV -93-01. 13. MO PARK,IJC" SIGNS WLL BE PLACED TO PREVENT 0357RUCTNC TRAFFIC. 14. THE HOMEOWNIFRS A55OCrAT10N WILL CRANT STREET ACCESS EASEMENTS 7-0 THE C/7Y OF OCOEE FOR EMERGENCY AND MAINTENANCE Pt IPOSE5 AT TATE OF PLAT QECO2DINC. 15. ALL HOUSE PAD ELEVATIONS EXCEED THE 100 YR. FLOOD ELEVATION BY A f1NA-b" OF ONE FOOT. 16. ALL ROADWAY rP2OVErLNT5 WLL BE CONTAI'ED ON SITE. 17. NO LOT5 ABUT WE.SMFRE PARKWAY, THUS CITY ACCESS Q/CHTS AQE NOT APPLICABLE. 0. NO CHANCES HAVE BEEN MAGE IN OQANACE BASNS DUE TO CHAWE-5 N ✓ILLACE BOJNDAQIES. 19. THE STORMWATER MANACEMENT PLAN 15 CONS/STENT W/7H CT(Y OF OCOPE AND ST. JOHNS RIVER WATER IiA.NACEMENr DISTRICT DISTRICT REQ'' REPIENTS PFR PE-krIT NO. 4--095-0343. 20. ON ALL CORNER LOTS, NO WALL, FEN.C'E, 546N, STRUCrUQE OR ANY PLANT CQOWTH WHICH 0057-QUCf5 SIGHT LINES BETWEEN 2'--6' AND 10' ABOVE ANY PORTION OF THE CQO',✓U OF 7HE ADJACENT ROAD- WAY SHALL BE MANTANEO /N A Te1ANGLE FORMED BY /1�A5UQNC FROM THE POINT OF NTEQSFC7710N OF THF FRONT ANC EXTEQIOQ 549E LOT LINES A DISTANCE OF 25' ALO:•.IG 7HE FRONT AND SIDE LOT ONES AND CON`-CTNC THE PON75 50 E5TA005HEO TO FOAM A 5/CHT TOANCLE ON THE AREA OF THC- LOT HELOT ADJACENT TO THE STREET NTERSECTIONS OF MANOR AND COLIECTOQ 5rQEE7S. 2L AN EXISTING 2 FOOT I-ACH GERM Al-ONG THE WESTERNMOST LOT LINES OF LOTS 16-22 ANC 27-30 HAS BEEN CONSTRUCTFO TO PREVENT EROSION TEMPORARILY. IT WILL BE REMOVED AND QECRAOED WHEN LOTS ARE DEVELOPED ANC SODDED. 22. PER SECTION 4-5(1)(6) OF THE OCOEE LANG DEVELOPMENr CODE, A 1'74YUM OF 3 TREES WLL BE PLANTEO PER LOT. 23. WHERE APPLICABLE, SDFWALKS SHALL HAVE ACCESS RMP5 CONSTRUCTED 70 ACCOMODATE THOSE IN WHEELCHAIRS Oe THOSE WHO ARE PHYSICALLY GHALLENCEO. ' � L USE L. ® R1 bU - - _ 3r i I SAACLE FALX. Y 20/7:5/20 \\ \ \,\\ ` \ -- -- Ck- 00 / - �" \� \ \ \ \ APPROVED ACTUAL APPROVED ACTUAL e 1 ZERO LOr LIQ 20/0-10/20 „ �, \ 3 / \ "\ `� \ _ AREA AREA Lurs UMTS i� 9 / tOW?\i SSE 20/NA/20 N \ >\ JJ \ \ -' - - - - - - - - - OL \o - O -- ---------- 41 A& /1 14.6 AC. 2140/ AC. 137 51 ZERO LOT LINE I+r✓MES WLL HAVE A /7CJl hA7 l0' SEPARATION. SIDE YAQO 5E7BACK5 ON CORnER LOTS \ '\ \ `\ i - WILL BE A MN8`NJPI OF 70 FEET \\� ' _- - - - - - - --- - -- �- -- -- - ' _ / SCREEN ENCLOSE qFS/POOL DECKS WILL HAVE A MINI AX1 SETBACK FROM SIDE ANC REAR YAQOS OF 5 \` \`��\\\ ` \\ ' ` - - - - - - -- _ - _ _ FEET UNLESS 5U2DLNC SE`BA.CK 15 LESS. SCREEN ENCLOSURES SHALL BE 5CQEENF9 THROUGHOUT LEGEND FH7A 100 YR. FLOOD BUCWARY EXi5rNG CONTOI R . •' • • ••. ` SOL BOLWARY EXlSriviG' WA rL-R VM4 FRE NYMANr - - - -�- - - - EX157M SEWER 1111J M"V1415- _ EXISTING STORM W" "X -r EX15rW R/GNr---OF-WAY PROPOSED RAS( -OF -WAY PROPOSED 5TORH Vr N Wr PROPOSED SEWER W11H HAA KX E 5J2WtV1AC0C- WrMAW LW PROPOSED WA Ir -P WITH FPB HYDRANT tom,. STORH FLOW ARROW ® BLDG. SETBACK 06-rANG7r (FEET) MA -E M77CA1XW AREA DESARNAWV 6' TOP AND SIDES TO PERM f WATER TO PEN4 TQATE. ALL &&0#4C UMTS SHALL BE SET BACK A /14MV1 OF 20 FEET FROM ALL 60JNDAR<S OF TIE PLANNFO UJ/T CEVN OPMENT. A BRICK WALL, A 1NVA1UP1 OF 5.-I1' e4 HI -c ', SHALL BE CONSTRUG'TFO ALONG TFL SOUTH B0LN9ARY OF VLLACE 3 AND THE EAST BOUNDARY OF VALACES 4, 6 & Z *AFAR YA.ROS ON UNITS FRONT/NC A STRE-Er WITH A 40" R/CHr-OF--WAY SHALL BE A PBN/Mfl OF 17 FEET. L. LEGE N D 37 sr. ,x�trts Fi1L° sAw 4,2 SAn�3EL rx�r Q Q SHY" HTS SANT 54 u�FO HIZZ SAW APPRO"'VED LAND USE PLAN 1. 7FE WESMERE PARKWAY R.O.W. IS 85' WITH A 20' BULONC SETBACK FROM THE Q.G.W. LINE. 7 SEE 20T SETBACKS' FOR FULL 5Er5ACK EXPLANATION 3. 7i� 230 ADTs PRO,.ECTEO FOR Tit -CS SITE WLL REOURF A 22" PA.VEMENT WYJTH, EXCLUSIVE OF CURES, FOR THE ENTIRE INTERNAL STREET SYSTEM. 4. THE MAXA'IUM AVERACE COVERAGE OF ALL BULONCS WITHIN WESPERE SHALL NOT EXCEED 30 PERCENT OF 1-1-C CROSS LAAO AREA. SPECLICALLY, SINGLE FAMLY H01 -L5 SHALL NOT EXCEED 40 PERCENT, ZERO LOT LA•E HOPES SHALL NOT EXCEED 45 PERCENT, AN7 TOWN - HOMES SHALL NOT EXCEED 35 PERCENT. 5. P -C MIMIXV L Vh%C AREA FOR SINGLE FAMLY HOMES SHALL BE 1!00 5a)ARE FEET. (VERS EXISTING ZOINNC PW PLANNED USE SNCLE FAM Y RESIDENTIAL CROSS 517W AREA 21401 AC. TOTAL LHrS 51 CROSS DENSITY 2.38 DU/AC. CM5rERVAWN AREA 8.75 AC. NET SITE AREA 12.651 AC. NET OEN%rY 4.03 DU/AC. I't9�1. LOT SIZE 6600 S.F. M. LOT WVTH QEA.R M. FLOOR AREA 1400 S.F. REAR 32.39X OF NET SITE AREA A VERACE DAA. Y TRPS REAR I i 56'NM AGE POPUAT10N I II 124.6' I I WAY,,,6 L. & CARMELA H TROY I I i I CHARLES W. HEPIBQEE JR. I I I LOT /5 JAPIE5 R. & 5HPLEY M. SIMS 2402 COOPEQFALL LOOP rf11 F.F. I I M1 FF. i 2363 COOPERHLL LOOP /25.6 S( it o I 123.6 2371 COOPERItl. LOOP i?S 6 OCOEE, FLORDA 34761 II I JA50N T CAMPBELL & K176ERLY A. FAY I I I� I tl I i I I FRONT I I I I FRONT I I I I FRONT I I 'A' LOT 'B' LOT 'C' LOT L. LEGE N D 37 sr. ,x�trts Fi1L° sAw 4,2 SAn�3EL rx�r Q Q SHY" HTS SANT 54 u�FO HIZZ SAW APPRO"'VED LAND USE PLAN 1. 7FE WESMERE PARKWAY R.O.W. IS 85' WITH A 20' BULONC SETBACK FROM THE Q.G.W. LINE. 7 SEE 20T SETBACKS' FOR FULL 5Er5ACK EXPLANATION 3. 7i� 230 ADTs PRO,.ECTEO FOR Tit -CS SITE WLL REOURF A 22" PA.VEMENT WYJTH, EXCLUSIVE OF CURES, FOR THE ENTIRE INTERNAL STREET SYSTEM. 4. THE MAXA'IUM AVERACE COVERAGE OF ALL BULONCS WITHIN WESPERE SHALL NOT EXCEED 30 PERCENT OF 1-1-C CROSS LAAO AREA. SPECLICALLY, SINGLE FAMLY H01 -L5 SHALL NOT EXCEED 40 PERCENT, ZERO LOT LA•E HOPES SHALL NOT EXCEED 45 PERCENT, AN7 TOWN - HOMES SHALL NOT EXCEED 35 PERCENT. 5. P -C MIMIXV L Vh%C AREA FOR SINGLE FAMLY HOMES SHALL BE 1!00 5a)ARE FEET. (VERS EXISTING ZOINNC PW PLANNED USE SNCLE FAM Y RESIDENTIAL CROSS 517W AREA 21401 AC. TOTAL LHrS 51 CROSS DENSITY 2.38 DU/AC. CM5rERVAWN AREA 8.75 AC. NET SITE AREA 12.651 AC. NET OEN%rY 4.03 DU/AC. I't9�1. LOT SIZE 6600 S.F. M. LOT WVTH 60' M. FLOOR AREA 1400 S.F. MAX. BL.DG: COVERACE 32.39X OF NET SITE AREA A VERACE DAA. Y TRPS 510 OPEN SPACE 8.80 AC. (41.12X) 56'NM AGE POPUAT10N 31 100 YR. FLOOD ELEVATION 124.6' MAXIMV1 BLDG: WCHr 35' (2 STORES) e L 3 O STANDARD LOT �y �� OCOEE TYPICAL L 75' I I 1 1 IHobw PAD 150' 20' 1 Io5 r. SVF l 1 ^ 1 1 I ER PARCEL 2 OCNALO C. & RICHARD A. CLOUCHTY P.O. BOX 671 WINTER GARDEN, FLORIDA 34787 PARCELS 3 & 4 ERWIN W. & ELINOCE' FIEDLER 763 WINDERMERE RO. WINTER CAROEN, FLORIDA 34787-5602 PARCEL 5 ROBERT S. & CONSTANCE B. HOLLAW 1180: ROOER50N RD. WINTER CAROEN, FLORIDA 34757-5607 PELICAN 15115- 51ELOT 107'3 BRIAN R. BOWEN 2427 COOPERHI-L LOOP OCOEE, FL ORDA 14761 107 7 J1QO & .'JNKO TOMNACO 2457 COOPERHLL LOOP OCOEE, FLOkVA 34761 LOT 8 WAY,,,6 L. & CARMELA H TROY 2452 COOPE04LL LOOP OCOEE, FL -009A 34761 LOT /2 CHARLES W. HEPIBQEE JR. 2430 COOPERIILL LOOP OCOEE, FLOkDA 34761 LOT /5 JAPIE5 R. & 5HPLEY M. SIMS 2402 COOPEQFALL LOOP OCOEE, F-LORDA 34761 LOT 21 CANNY RAYCAPIP & DAWN BELANCER CATV 2363 COOPERHLL LOOP OCOEF, FLORDA 34761 LOT 23 FRANK & JOSEPHM BOYD 2371 COOPERItl. LOOP OCOEE, FLORDA 34761 LOT 24 JA50N T CAMPBELL & K176ERLY A. FAY 2377 COOPERHLL LOOP OCOEE, FLOQDA 34761 L 3 O STANDARD LOT �y �� OCOEE TYPICAL L 75' I I 1 1 IHobw PAD 150' 20' 1 Io5 r. SVF l 1 ^ 1 1 I 1 f AGENDA 6-21-94 Item V C 4 ■ ■ • /� EXIISTIV�' VILLA CC /2 UNPI.ATTED F !O' L'SCAPE BIFERIOPEN SPAG , %''/" • TRACT 'A• - 0.02 AC. / ' �" II `�� \`�. © � I E- COACERVAWN AREA A ,,; J TRACT C - 8.58 AC. " ♦ \ ESMr �- /r AVTC- C06MVAMN AREA WLL BE DW CA IIP rO TFL C" OF OCGLrf AS A PEO AAEN'/ DI2WCE C -5W. J ri l��r /I �, ` sir r/(I ��\ \ \\ ( , PD f/ /1 rr I' \ \ ... \ ' �.. PLANTING DETAILS TREE PLANTING DETAIL SHRUB & GROUNDCOVER LAYOUT DETAIL .. SPECIFICATION LL. 10 Li ustrum lucidum Ligubtrum Tree: B&B; 8'x 8'; multi -trunk QV 6 Quercus vir iniana Live Oak i 00 al; 14'-15' x 7'-F, 4" cal. - I- A 10 Washin tonia robusta Washington' Palm See plans for trunk hei 'its Co w W w a) • -0 GUIcS - . Trunk shall be maintained 405 Annuals Various Species:- in a vertical poslllon A 5HRU155 t =ULJMCONE AI7Jl►G MT -ro 5TZI,IGH? E>x+r�:, 18& Ra hiole is indica 'Alba' 5HA1.L M 1 Z N— 4UL_\2 - 4;rX J Ill =-� MRA -: ',T7 ?Hi; • ZP. `1' i1ZA14HT 'ci�,c. Zamia pumila -S S+fRlJBS � GfZ'xJ � �� t%:ac�u-r -ra G:.�evz;s7 FiriF►�! �jiIAL.. P,E ?LA3.lr5V IAI 9--7..S PICU—' 9t. 'a 114z GURVCD f-- Protective (lubber Noss+. SOD Guy Wires (3) shalt be kept isul . St. A ustine 'Floratam' solid sods .ft. Flemove top 1/3 0( burlap; cup{ cords _SHRUB & GROUNDCOVER PLANTING DETAIL 2' Mulch Layer oo4'Ze°°,ov o /r- �l ,� 2'x2'x24' Sisk* (3) 0%0�Oo ° 0•0 o00 � 'iso Firilllzer Tablet C,o°O .;\` • : •. ' --�.�— Planting Soil Mix 0 0-3 0 oa oCo p 0 Do o e• ;,.� 4:.,:';:_' ��' Compacted Sall Mix 3'•. .r ouo oo t� 0000•'0* o p�% •`1ULL:1 LAYfc>` ' Setting Bed' X �2X- (Max. X+24') �- FLWkMT1W6 SIL MIX I %=Y1PtC.TEt7 SAIL MIX •�•' SE'f71J.l4 t5� X— y. ZX -+r I 16 \ 15 14 13 17 I 1� I 19 i / 41 20 �- 40 21 1 22 23 24 1 27 l 26 25 achieve a continuous canopy over the roadway VILLAGE 9 , and sidewalk; the maximum spacing of trees shall , j SCALE: 1" = 100' be no greater than 80' •t b redited t a d th -�Ic�s.�. S7��T �� 1�1..�►�F-t7 �I' Lam' b��) • I,l,�� to � MIN +-fi 1" • In�ITf-tlN l �Z/1A . Vi L LA GE 12 ------------------------- ------------ -.__— _ _ -- - — _ _.-------------_— I -----,�__ �--�---- ..MOTES ---_ - 1. All plants shall be Florida No. 1 or better. TZ) Z. Mulch shall be shredded cypress mulch and shall be applied to a thickness of 3" throughout all planting beds; trees in grass areas shall have a minimum 3' diameter tree_ring. 3. The Contractor shall provide a one-year guarantee on all plant materials from time of acceptance. 4. The Contractor shall take reasonable care to avoid damage of existing plant materials. The Contractor shall replace, at his expense, any and all plant materials damaged or destroyed during construction, unless removal of plants is specifically called for in the plans or by the Owner or Landscape Architect. 5. All plants shall be fertilized with an 18-6-12 timed - release fertilizer at the time of planting at a rate specified by the manufacturer. 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by - the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 'h " of water per week. 8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the Contractor's expense. 9. All residential, building lots shall be planted with a minimum of three -(3) trees per lot.- Said trees sha meet the following requirements: • trees shall be at least 2" diameter breast height'- (DBH) • trees shall b a minimum of 10' in height • at least 2 of he 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 130)(a) • trees shall be installed by the lot developer. 10. Street trees shall be planted at a rate of 1 for every----- 50 linear feet of right-of-way frontage and should meet the following criteria: • street trees shall be live oaks n , • street trees shall be planted within 5'.of the right- of-way line • street trees shall be maintained by the lot owner • street trees shall be located in such a manner as f to avoid damage to driveways and utilities and to TYPICAL VILLAGE ENTRY AND LANDSCAPE BUFFER L\ 1W SCALE: 1" = 20' ENTRY AREA PLANT LIST x 2 I SYM .::.QTY . B0TAN.ICA L :NAM. COMMON :NAME .. ;: .. SPECIFICATION LL. 10 Li ustrum lucidum Ligubtrum Tree: B&B; 8'x 8'; multi -trunk QV 6 Quercus vir iniana Live Oak i 00 al; 14'-15' x 7'-F, 4" cal. WR 10 Washin tonia robusta Washington' Palm See plans for trunk hei 'its Co w W w a) LJ -0 O AN 405 Annuals Various Species:- Rowp.Cing Annuals 4"pots; 9" o.c. Ri 18& Ra hiole is indica 'Alba' Dwarf Indian Hawthorn 3 al; 15"-18" s d.; 30" o.c. ZP. 75 Zamia pumila Coontie 3 al; 10"-12" s d.; 24' o.c. SOD 2,000 St. A ustine 'Floratam' solid sods .ft. street rees may e c ow r e residential building lot tree requirements is street trees shall be a minimum of 2" DBH and 10' -in height at the time of planting. i GLATTING JACKSON KERCHER ANGLIN LOPEZ R INEHART rora 33 East Pine Sma Orlando, Florida 33811 (407)863d552 FAX (407) 839-1789 Project No.: 7933 Eli6d ed: BCL . Drawn: QCL - Checlimit jRH Date: 12/20/93 Itevisiong: Slek-•#1" Sheet No.: L471 FIE R26* 1994 4 OF 5 C Cis 4_ r W C co W E O C O U_ C / 1 Cf) V ♦j Co w W w a) LJ -0 O > L_ Q U 0 70 Q Project No.: 7933 Eli6d ed: BCL . Drawn: QCL - Checlimit jRH Date: 12/20/93 Itevisiong: Slek-•#1" Sheet No.: L471 FIE R26* 1994 4 OF 5 C Cis C CD T !•�^' VJ � W 4� CD CO a � CCS U W 70 co iJ Project No.: 7933 Eli6d ed: BCL . Drawn: QCL - Checlimit jRH Date: 12/20/93 Itevisiong: Slek-•#1" Sheet No.: L471 FIE R26* 1994 4 OF 5 as 1 N N NcrrIE: i }A-rGHi06v MWoms , RZA IV 1e Com_ 05sTv-L. mc1'4s f3e-fweeW g'.e 4 to, A86W— C420w f4 &f= W E-r'I eWE FA;2y�Y 1 _ SNOW T- 611 fj � 3 m SIGHT TRIANGLE DETAIL 1'1=101 ENTRY SIGN ELEVATION 1/2" = 11-011 &Wut" oev- r.5:p c fINt Mo ', . ' --FA �-t50 Wk-k- zd c tYr-� 4.dzW�.bte1-G C3�v� �a Nd-fO-�-) W I'�� I�-lit-�-- • A 0 � - L =d- !lU ! BRICK PIER SECTION 1/211 = 11-011 A- SIGN WALL SECTION t aur-o-�. - , ►.A.a - -12P 1/211 = 11-011 311994 GLATTING JACKSON KERCHER ANGLIN LOPEZ . , • 33 Bast Pine Sbvd Orlando, Florida 32801 (407)843-6552 FAX (407) 839-1789 c CO T AA♦♦ T W 06 co C T w V� co Qa co Q ca.� � U W 0 c cz .-j Pmjed No.: 7933.00 Des�goed: W 'E co Checke& E jam; Wo Revisia". . L 0 4L -e(6f'+T U u' co W o Q U 0 c Q c CO T AA♦♦ T W 06 co C T w V� co Qa co Q ca.� � U W 0 c cz .-j Pmjed No.: 7933.00 Des�goed: BCL Drawn: OCL Checke& .iRH' jam; 12/20/93' Revisia". . . 4L -e(6f'+T ~ bLE- L_ . 0 spa No.: L2 OF 2 5 OF 5 R -ice TYPICAL STREET SECTION D OWNER/DEVELOPER BLACKJACK OAK CT.SECTION N 84'4031" E 583.38 • w / ARVVAI" PARTNERS MCMO uo' tOf PPTM \�3Q \ 120 NMRNATIONAL PARKWAY SUITE 220 40' Q.O. w. 50' R.o.w. MR) Js 1 WA IhROW, FLORVA 32746-5033 ■ \ \ (407) 333-107/ lo' Sw 20' MY un,ny 20' C"UrilfY lo' sw JrL. 2s MY ururr 2s' MY Miry PROPOSW 6' WATER I'!!AN o \ , 1 1 1-- !/2'/-r. I 3/4'/Ft. TO EJUSr1�l^ Srt.68ED 6' WA1LR MAN a o \ 25 ` 24 , 4' 1 Ir Ir /r 4' �1 4' 1 4' 9=10'x' lr l2'� I!--1?"� q-10 / 4" ' _ 2' l/4'/Ft. 2'- - X -%W PRa" l/4'/Fr" 3 7 _ - AESJG)V PRGI�LF --- S 60'04'12' W ✓ \ \ .. �' �I- - - - - - - - �.RA� .�1;� i• . \ _ MA -H 2111111, 6B.1� r \ \ � !y _ _-_ _ _ _ 4' Carte: snfwA1A rY ;� ' 4' COW. -VEWA A rYP• r .. - _-T-_ --1- ( N A.S.C.a TYPE 58 '77 N AS.C.s. TYPE S/ 6 S(X CEl LINT BASE Ca0 122J5 Q,'.123E ••. t 123A_ _-^ 4 --so lis � - 123 \ �G� o�'�� I : a ••. -.� v 44-- , , 6 SOL C&Off fX1.�F C"SE 23, �' ^ rl Ca VACrW _cUWSE rO RW n' Ca nACrEO RAWASE ro 951X � %. � s� o ' � -� \ r I { { lug ' MAX.DEf�StrY AA3 f 1 -.0. (f--180) �^ ••. -'` -ii --- ,24.0 \ i' \ , { 33 1 34 I 35 ' ml [11I 1: MAX. XW%fY AAS.Mf.O. (T-100) M . 6' STA�A.SX f0 F.O.V. i \ 124.5 / ;s4:dt18 �. iF - \ " 32 fie i `''••... ° ;,, '',' "�` 1!0 28 / n \ , I 1 i ilii i 4' X 6' SfABtIZArKN TO PA. V. o / k �% '/ \\ \ 31 , { ( I 1 fill I nl 1 •t SO PS.tC (TYi?) 50 P.S.1< (rYl?) `� --t ' -- --ue-- \-1-- t / i� \ { 1 I ilii °I 1 i---lfAM CL!?B, r7P. MA/"/ CURB rYP. / ------------- 1 -- i �' It , J-----1 _ -.L- lilt _ --J- --(� •np 71* /- J \` ro• UTLTY E51r.� I r _- -- �`\ W 7!/LLQ 3(� , / .i T - - - III' Ii : $ \ „� \ y y� 1 *nv Paan aP Ef'AA?Y OAK srmr-r BErWEfN WES/Vee PARKWAY AN7 Posr OAK COWr SMAU HAVE A PAVEMsT + 1 30 i 5 05 srs5" E ♦♦ �/` \ / / \ I ii �i ' '�` I i WDTN OF 24. ALL. 2H`L4MC INTERNAL SrRfOr3 SHALL NAVE A PAVEf VWr WDTN OF 22: 1st• n I 146.23' /��-'�t� \.. / / 53 V 2, i� a / ; 158• ', 29 / 'D.•-\ \ / / ( -- s +�, '�;, 52 I n �• / I a 1 m; y/� 50 I LEGAL _ •^ /�' , 1r� i -,,,,_,...,_ -• � pp�^� \ / / 1 ( I f.i - \\� L tler;JfiY at the Southwest corner Or the :East 1f2 'Of C4sb.`Sauthuegt , Z•ubllo liaeisYdaf of aren9' CouAty, Florida; ::thanea :dupnrtjng: 2V , I J \\ \ \ \ / / / I i DESCRIPTION - Ns \\ `� \ 1 I I I 1/4. Pl Serction 30, Township 22 South, Stange 20 East,, run said Westerly and Sautbetly line, run S24.20!14'1N along ga'Ati u I i U / 3 i \\ , - \\ \ �\ ( 49 Moe•2;412A"£, along the Nest lino of the East 1/3 of the Southvonc Wostarly, right line, a distance at 125.07 teat to tiifia 15Y I i /-__t26A� \\ / /%�"�\ \ \ / ' ' ,,, ' \\�`\\ I { i 'S74.Ot SoOtien' 30, Township,22'south, hango 26 East it distance of )point of curwuturo' of a curve, 'concave itorthwasterly,' ttavinry `;a �o / r -rte / \ \ 5li / ��: \` ��`�-- -- -- �- --•(� 774.47 toot; thence departing *aid west line, run N09.40'31uE, u central angle of 26.14'50" and a radius at 6G5.1G coat; rtit'eneo /� �J I �. \\ / \ �� _ - - _ - _ _ =__ - _ - - - distance of $01.30 toot to the Wartorly and Southerly line of run Southwesterly along' sold right-of-way line and the arc` of // \ / / \ \ / ♦ �� - - _____________ ____� _______ Nasmere, at Ocoee, Unit One, as recorded in Plat book 25, Pageu said curve, ;a distance of 704.74 feat to the point of tanjency; a-- 1Y0�112, Public flacords o[ Orange County, Nloridn; thence run thenen run'S4G•35'12"w, a distance of 3(16.35 font to Eno lie qC 2 t5 �• - / \ \ / ,t`� �,_ „ice ---- - --------------------------- - alnnd said Westerly and Southerly lino for tho following courses curvature of a curve, coneavo Southeasterly, having a central ' .n I ` % ^ ____ ---�=------------ ----- -arid distances; 'thence S45.00.57"N, a distance of 212.39 tont; am le of 23•23`10" and a radius of 004.50 foot; thence ruts. 2% r" ' S 0628 14' k' \`--ice \ \ ` \ / /• � - 505.51155"L, Southwesterly along the arc of said curve, a distance of ]61.49 I , B7.3q' \ \ \ / • ''.tlaohca L'4 a of 196 a distance of 60.14 teat; thenen 42 f � / • r� "T 1 T- �" - ' 'a distance o! 196.27 foot; thence So6.2o'34"N, a distance of foot; thence departing the right-of-way line of said Navmara ! ' 151' I I I I /' ,� ' < \ \ `/ 55 / PD / I I ( { I I 07.39 Suet; thnnco 520.10'39"w, a distance of 67.19 feet; thence Parkway and said .arc, run 1165.09112"w, a distance of 267.59 fuet; ` •526.50']4"E, a distance -of 67.10 feet; thence S61.1712111E, a thence R70.02.12•'w, a distance of 360.57 foot; .thence ------ f34i---- -'-' \ \ I I I I distance o[ 73.74 feet; thence S74.06'14"E, a distance of 62.71 1155'5]'42"w, a distance 'of 99.57 feet; thence wU2•40•07"w, a 1; I -- S ?0'!0'34• W \\ W _54TL E Af OIC6160 LW OAA I I I I I { ( iy I 1 il® ?4' 67.i4 \ \ P.B. ?5, PGS. 110-112 I t { I I ( I fent; thence 501.72'46"E, a dlctance .o[ 709.49 font; tlwnen distance of 701.46 feet; thence 1109.25'32"w, a distance of, 349.00 t -' 1, ` \ • Il' :S?0°05'2]"E, a distance of 05.92 teat; thence 564.40'32"E, a feet to n polilt on the West line of the East 1/2 of the northwast j / I distance of 00.07 feet; ithence "57.02.01"E, a distance of 00.07 1 4 o[ Section 31, Township 22 South, Range 20 East; thence i ^� ' 24 \ +� 1 n 1 a I \ S?6'58'34" E S 61'! 34 * E VILLAGE �3 \ \ \\ J • 5 6 I I 1 c 6 2 3 I 6 t• I p� II 1 P I : \ \\ +, j\ U , 57 I i ' 8 I 59 1 60 I 61 ( 6 I 63 tll " teat; thence 549.2]' ce o a distance of 00.07 fast; thence the 11 UT O along sold 17est lino, a distance of 477.60 fact to 67.18' 7334' � \ / I I I I II' $39.09'2U"E, a distance of 160.29 Leet; thenen '577.05'14"E, a the fOI117. OF OECTNRIIIC. 1 i �!r \ \ \ I t I I 1 fill III ( 'distance . of 76.10 foot; thence U20.51' 34"E, .a,. distdnco Of 140.47 33 / \ \ (/ (PHASE V✓ir 1 \ / 1 '• I , I ( I ( { I I IIII IIi feet;, Bence 1!42.39'59"E, a distance ot. .100.00 feat; thencu. containing 71.726' acres, more or .loss. S 762.31' " Cr t \ `� \ \ \ � \\ \ ` � ' ' I ( I I --' i II t----'ti79°49'DB"E, a distance of 160.45 .toot;, thence561.19 40 :E, a \ /� 6?.31' ; I I 1 111 I distancu of 210.23 foot to a point on the Westerly right-of-ua nn ( p r_y d !fie 'ol. wasmnro.. Parkway, as recorded in Plat nook 31, Pagac •`.� .� \ ` • �II :. 51- .'� _ ----------IIII I23 It T---------�---- TII \ lilt tip ' VeNCHIARM -- - 11 1. Ix NORTH MAM-IOLE RiM: P,Y AT CENTER LINE OF WES!`&RE PARKWAY & WESCLIFF t9RIVE: i----------------- i- ELEV: 125.42 53\� \ r ?s 37' a ' ``-------------1---------L---------1--- , l \\, / a ` k0 \\ /}r Sal-32V6' /,1� / 2. NAIL & DISK: P./. AT CENTER LIME OF WE-5/`SRC- PARKWAY & SPRINC MEADOW LANE.• \ �\ �' ` \\ \ \ a7Gi O 7s 8%3?q6" E ; ..� ..�... �•� :/.:' �� ELEV. 127.00 \moo 1 ( \\'�J 4 L �R //-` _', 389.69' \S ��\ \\ •.. • • ..•• , \\� ■• //i' j- �s , Ir 22 _ o c+Q, 2's , Lir 33' 9 �� RETICAITIMI P®D 50 `\ ` ■ f ,yr l \ '' �►\ � ,\ � \� _ � LTJ ey/ r r �_ 33. \ \ �� \,/�!,� �,� �.•• �� / \�\ \ \` �\ \ 34 s�j . \�J,.�• �y ``_ i i `air , 2 i i ,,` ``3. �6 �\ XANIw) \ \ \`\�\\\\'••••• /♦\\ 21 � \P!S: `s`� ` �� ----`�\ v^0 '�:\�`�, \\� �'- ��•�.��94' J 22 l ��s�s. BBQ \`�/� s �'�\� �/`\\ `\ ..�'� .•-"-_ - .� � \ / / / /I / / /r//i' ��%f•,�;%y'4 . % - 5' 55"WNXNAW. r22.0073 EAr V' ?S- \\ 20 ' / 5i! 1 fes' •• , s - /.,� „,, PD w / %-----tzas�--- --- 4z. '^ � /��;... •�� C� _� ` \ +- •��•QQ/ 1 \' ✓�' / ,►' o j4; + , 61 \ \\1 ` •/ /. / RECREAI MV AREA COrtSERVAf1YXJ AREA ' '• �\ \ \ %� o' , ---- -- �' .. \ . r / ea \ 18 �' ` \ %� // / �✓ \o �i \ \ o. \\ / �/� unl�LarrFD 1 I TRACT C' - 5.45 AC. % ` �\ \ � I �+ _ \- > \ / / ` ♦ / // }► • y \\\ \ V `.,/ �\ / r / 3 / ` 1 ' J ' ` I ■• • •/ A ,' ESitt. /DRAIN. 1t , i9� ` r/ I //' l // It I - / \. 111 tt \ j i 27 ( _� ' `� '/'~J \ \ / oh \ �i q /in �o • 111 t _ +` ■ r / . / \ \ 'e• t� ` A / � S 70'70.14" W : MA -F q11+,+`t'4} _= ran---�___ 20 i `` \` �\ \ 1 •• p1 7 i / 125.77' 0 @y l • Itl t 1 29 !�` i7 9.� h t ' I 50' I - -/ i i � S \ ✓ �'' `\ Tscso9- \ •' / � +1 � �<` ® pl / �/ 1�l NOTE.' CONSERVATION AREA WLL BE I'M t,l o. R/w /-----_> __-- t \� ' , .'a6 \ .•�•• / / / 1+ ® ( / )/ OEDICA. TEO TO THE CITY OF OCOEE ! I i t1 i t I I I ! 3 I ' t - - - _ _ AS A PERMANENT VRAMAGE EASEfLNT : \ 'ml 11 ' m / -- J 'e• _ `�:�' �s ©s- �� / a' S / 5yi sr� d / 4 U ' IO' LAWSCAPE BU'FER/ o u u 1 / 371 r - - - _ _ / 30. \ ® \ 4� /I v 1L m. 0/ ^ r to / • a ( 37. 7s - , ` • 4' • • • •......: SPACE i - r... ■ \ 711 U'I \ I i \ 7B' TRACT A' - 0.13 AC. / to 31 M : • � ,t+' 111 \1 P. { , I ) v` 4 \ � �. m ,5._ ,, 0/®t ` �O/� ) hz • �: ; \ v'1'1,`�1�I,i\i`11"\11'i1 1; Il ` V 3A /7 38 40 32 15V/LLAGE i� I A' q�iil//,11Irlli l/ 70 kill / / 1. SITE71CUL-DE-SAC . DETAIL CRAZI`P/A69/T4 PD ,/ / r ' ' '� ./ ` `. i� / ii / FAI2FAX VL1.A6V 2 STR 4gG "1',17/1/ /� i iv' -_____ +�rh'HP 42 33 \ \ 14 1h \'// \� ? ,' / / P.B. 30, PG. 46 PRO 111 + 'InI I 116.5 So ` �„ © �`.® I �0 e /ql' a� / �'/i j �'/ `` \\ / 68 E7 / 3. rHB ABA/V M EJ)!l9 W DRAMA $WALE . II. I I est.' i _ - - - zT.o 7�� _ _\� \ j t ` �/ 0 , ,i/ ' / �� \� \ / / AAV CAWECr TO Mro_ggo srozi : Qput yll �' ao u�t/DQAnL i� i1 1 r -- �o•�� ` 12 �'' 4 / % / �'ii TRA oll��nln esnr. 1 a.Ir �_- r -__ 27s -_ \ \\ / o°J / �' /�/i' \� // 65 • SEWLti2 $YstEM gluulr 1 ' i I ii , ` I - _ 43 ' 34 ao I / /' 'ii \( // T T 4. ST • illlllli III 15 '� I ` . , K v' 1 \ o- p j// /6 / \ .� 5. TRA : �II111111 i I r I3 C / 'ti. C%`�< \\ 's.`�`\/ t2' ` 13 tiP �° '/ \` '/� /'/'' 1 / /\\ / 6. PRO nuul,l r tt� \ ( r / / I I I I I I II U 11 1 I / i) t sMARY . \\ \ ''6 a ' 1, // / �` \� • • III 1 12 \ J / / / / ♦ �\ �\ / tI �� l ` \ + \ \ eke ; /✓ 3 '' /'G'' / FXISiNG 5' / / / �'-1\ `:: / E5 STORM EVENT POND 5O SMCE POW 60 STACE z Bow N 87'48'07" W 38146. null - I1 _\L jf \ \ \ 44 ~ \ 3 �fi' ,' Thr' / p .' / '/' / SDfWALK / 2 / / �� ``: FEET NGVO FEET NCVD :4S i' I I i I I N to •' - __BO' _ \ \ - B. THE • IIi1111111N N 8?4807%W r SBL � 73- \ / /s~ \ \ 4_1 0 l ,' C / ,r 1 - lnlnl111- , ' I I I i 46' ?- - to r/ / , o Z ��\ \\ P o5 \ r a/'�' / �'. / / TER , , ` ♦i • \ \ n 0� a. , 2 /%i' 4 `:\ A2Alv(iE CA.1JiY cuM IIIIIIIII / l b 24 H?. f23.8 /23.6 slvE r \ \ ® \ \` 3 � ✓ i' // / \�\\\ \\\ �/ /TSE 1111111115 (III' 14 ' I _ Ss. FS. ' // 45 \ ,/� ,> / ,% / / / / : IIIIJIII { 1 r X271 _ y� '� \ //¢ � \ ,.�. � \ �0 / \\ o. `,Lb�i ;' / / / I4=665.168" • a ` I I I I r 1 1 s / r i o 1 \, \ 1\ `� // G�Alv�l+ Ca.1�TY 9. FACi 1 L Sq h L iw� �� I I I1111 1 M. A d } \ 48 h 1 11141 I1 I I I 1 / 1 / L=364.74 / i ,IZ, u , I 1 I I , J 1.. / 1 , \ ( \ / ,�/ / / \ \ 1 y 1 / 5 ?5 Y2/24 H2. 174.0 /24.0 1 t ' \ I PD I / \ \ '- / 1 i ,i / / / lO. ALL 1111111 II III r 1 1 ' ` / ( /� ` i \ + �i5' \ /,� �a r l \ O 6AS/NGEQ FiNF SAnf7 DEPRESSiONAL I I I I N I I I t i \ . J i , 1 ' I \/ MI -A t'. I i r \ r t�✓ ' '' `\ \ 46 \ \ m / \ / // ,�'r/' \ I �Ah�:� COL#" iNT ' w /.,' /\ 100 YR/24 W. 124.6 124.6 UPO't.ATTED � � 0 i ' / 23 \ 1 : 1 / 1 / / � \ \ a'' = LL THR i 26 ONA FINE SAND E T Illllltlill 1F i '�• 1 I I --� - / .r / ,q ♦ ':r.\ m \\ / ,/ O / / \ / • It'ullun 11 I I � I 1 ( \ \\ s � / >, / � '� �/' /''// / / /\ \ � /i / SC$ TYPE 2 3 / L REC © sr. JOHNS FlI� SAND Illlilnl1l I / `\ 47 a' °' `' \ /r;' % G \ - / FICROA fl c Inlunul "' ' t I / \ 1 ./ 2S 4 W. 124.3 .3 12. THS 1 IIIIIIidII ' , i I I I I i", •.` '� W _-a 13. NG I I I�1 I 1 1 ti' Q�i %' / ;/ / \ �4 \\ ,.- // YR r14 SANBEL MUCK I, i ------ 9 �� \ `` \\ moo\ r' 1' �\ ''p� / / ` 'l T-i / -fit S 46'35'/?' / ° Itllll 1 t i i I♦ t \ l /I I // �a. \ , (o ` `� r / / a //,, / \ \ 186.35' r `\♦< 2Q 14. tHE 44 SMYRNA FINE SAM7 IIIIUIIIII mom fi ll �+ i I -- i I / a. \ 1 `\ // o /^\ �_' // 1. // / \ '25 \ //r '\ EIS / N 3 / / / 1 ` l5 ALL IIIjjIII��I o�b I 1 j �„r 't, of 1/ ♦.[ '\ / / /J L L llli�l p i i i I I/ t 1 t\` >/ j 8 7 / / /o/ �' i" )114 APrmuVED ♦ \ / '' // ' / r/ `` \ // /6.ALL ,• a` \ / of \ moi. _ t4P 2 / /i , ," , "\\ \ `•\ ` 2 rE ;�, 19 SETBACKS I I 1 , \ i / •sem \A / e + / 1. THE WE5MEQE PARKWAY R.O.W. tS 85• WlTN A ?O' EIALDi,NG 5ETBACK FROM 711E R.O.W. LINE. 17. NO L T \I® i 1 1 / \ 1 1 / �' "' \ `ti6r -\ / mss•. a ,, ,i , \�\ ``�� Q♦ / ' / \ 1 !8. NO 1 ♦ \// ,�' ` 8 ?. SEE "LOT SETBACKS' FOR FLLL SETBACK EXPLANA.r/0N I ( \120.0 \ \ ♦ / 7 /1 IS' � ®J�. 0• ' /I�\\\� \@ ' // f /\ - - \ ` / 6� i / '/ ' / p \`� '/ \ 14. THE / '% 30' / ,j /j ,j / / ♦\ \\ //i / q 3. THE 830 ADTe PROJECTED FOR T`45 SITE WLL REQL44E A 24' PAVEMENT WIDTH, EXCLiIS/VE i�QONr//REAR YARDS t �\ S' v/�lT �t1 3 / /i //i I <=2!'23'15' ♦ \O` `` �'�/ / \ 17 OF CURES, GN EMGRY OAK STREET BETWEEN WESl1�RE PARKWAY AND POST OAK COLd2T ALL WA / ``\ �� esyr/ \\\ \ �/ / , 4'/ , /'r ,� R-854.58 ` °\1\ ��itd�/j� \ REMAN,NC PAVEMNT WIDTHS WLL BE 22; EXCLUSIVE OF C1JQB5. ?O. ON St�Y6 PAI`�Y ?0%15/20 /\ \ % / 1 ,/ �'/ / L=36/oq' o %/� \ \ 510 \ //\ o, /„ 4„ / /'� / 4. 7HE 1V.X117UM AVEQAGE COV£ -PACE OF ALL BU7l DINC5 WITHN 'WE5MEQE SHALL NOT EXCEED 30 WA \\ 6 / 4/ ' /y \ N / , „ / / \ 1 / \ f tj' \ PERCENT OF 7'HE CRO55 LAND AREA. 5PECIFICALLY, SNCLE FAMILY HOMES 9 AU NOT EXCEED 1� 2O O-1� 0 / �� ' / / / 0� i � / \ \ \ 40 PEI<CFNT, ZFPO LOT LNE HONES SHALL NOT EXCEED 45 PERCENT, AND TOWnH0f7E5 SHALL Or / �, NOT EXCEED 35 PERCENT. ZERO LOT / /2 / / / I \\ \ 1 w / , / / /. / p \ \ ANO rown��sE 20/NA/2® / / / /�/ �� (, 4 / // '' " \ 15 \ 5. THE /YN1MJM L/VINC AREA FOR SINCLB FAMILY HONES SHALL BE 1400 S.F. \ I / /i / / \ / r /i ` J � 2!. PER 5 \ + \ 6. BLACKJACK OAK COURT WILL CONTAIN A 40' RICHT-OF-WAY WITH A 5. SIDEWALK EASEMENT BE ZERO LOT LNE HOMES 'WLL HAVE A i71,N LX1 /O' 5EPARARON. S/DE YARO SETBACKS ON CORICR LOTS / ♦ ( / t ty r�`\.zss / /,/ i ,r N. /q /rj a \ WILL BE A MLvu7UM OF 2G FEET. // GUTSIDE OF THE RIGHT-OF-WAY. (SEE DETAIL) / ♦ 1 / a6 j J \ J Ch SCREEN ENCLOSURES/FOOL DECKS WLL NAVE A N N'7UM SETBACK FROM SIDE AND REAR YARDS OF 5 /O' // \ \ \� \ - ' -- - -- FEET UNLESS BLkLO1NC SETBACK !S LESS. SCREEN ENCLOSURES SHALL BE SCREENED THROJGHOUT ♦ `♦� / ' / \�"//''' / \ y/ �' /q' // \ 14 \� 75 75' 75' TOP AND SIDES TO PEQI7/f WATER TO PE/.FTRATE. //f \ ,' ' // ,j / /'j / / \ \ALL Bt�LONG [Ad1TS SHALL BE SET BACK A PIUMI , OF 20 FEET FROM ALL BOUNDARIES OF THE ♦ /' ' � ♦ / I 26o /- PLANNED UNT DEVELOPMENT. A BRICK WALL, A r9N/M/Jf1 OF 5'-11" N HEIGHT, SHALL BE CONSTRUCTF.O ' ' ' ' ` (r g/ `�``� / '/ / �/' �/ / / \ I '' l/4 // \ 12 \Y ALONG THE SOUTH BOJNDAQY OF ViLLAGE 3 AND THE EAST 60U,^�A.RY OF VLLAGES 4, 6 & 7./'// / 4 \ y/ �// / ,/V \ � %i - - - RFAR REAR REAR r *REAP YARDS ON 1JNff5 FRONnNC A STREET WITH A 40' RICHT-OF--WAY SHAIL BE A fTiN6� OF 17 s �� /' i / // \ �1� 7� / y/ ` /'/ \ / /ii �r a PE{ ICAN ISLE FEET, i /'' r / / ' // / q ' P.B. 31, PCS. 57- 58 ��/ //✓ /'' /' (1 �� j 111/ / ,� `tilt\ / / /// '' ; \ \ \ 12 \ -.. _\\` EXISTINC CONTOUR 1 NU manI T \ // ` I I l/ of //l / Itl ` 5 �f!//7` I \\�, \\ 501L BOUNDARY I ' �/ �C•` 1 I �i /dill l / r1�1 \ -••' .•-••-.,- EXISTINC WATER 'AIM4 PIPE HYDRANT O 1E5' V' �,/ / / I / Ij t !II / r �� +t\ % \ - - �.- - - EX/SriNG SEWER '411TH MANI;OLE = bow' / /` / 7✓ ,�' ' 1 - - �C., ;f` 1 I = - _ _ EX15TINc STORM W,TH ;INLET WESMPE AT OCOEE LN/T I LOT 55 ROBERT W. & RUTH E. VAWEe LUCIr `� / / of / �U �1 r -'♦� ti>�/ \\ - _ EXISTINC P/CHr--OF -- WAY 442 CROFTON OR. ( LOT 30 DOUGLAS E. & JULIANNE M SrVNS WNTER GARDEN, FLORIDA 34707 / l 1 ( Vii' I /b i 1' 1 1� \ _ PROPOSED RIGHT-OF-WAY 650 LAURENBURC I N I I i i 1 1 1 1 N. FP. 1 I i P�1 P.P. 1 t l o I 123+6 I ° I/ !25 6 \ I WIN7FR CARDEN, FLORIDA 347,7-4712 LOT 56 ALFRED & EDWINA CYR ' II / ij r 6 1 y PROPOSED 5T001 WITH INLET 8560 SNOWFLRE DR. 1 / fl 'U f 1 1 1 ` LOTS 53, 57-58, ARVVA/Jh18 PAR7rERS ORLANDO, FLORIDA 32818 IO' l AN7SCAPL BI.�=F£iZ� ' ' �f i it / ' 1 \ PROPOSED SEWER W/tH MANHOLE 1 FRONT 1 1 FRONT 1 1 FRONT 1 60-63 % REAL PROPERTY' TAX CONSULTANT SPACE ' l7 q / -- - - - 7775 LAKE l-LATHROW LOT 5q SUZANhAN H. ELROO i it iU ' 1 % 1 8 1 \ - .. - .. - .. CONSERVATION BOUNDARY - HEATHROW, FLORVA 32746 388 CROFTON OR. TRACT B" - 0.076 AC. 1 j �'_ 1 9 !_ PROPOSFO WATER W1TH FRE HYDRANT /� / "B" e(� WNTER CARDc'N, FLORR�A 34787 / A LOT � LOT V L O T LOT 54 MARK O. & KATHRYN A. ROOCERS r� i� J\ _ STORM FLOW ARROW 6205 WESTGATF OR. x'1206 LOT 64 SPENCER R. SOLOMON & VICTORIA L. LEWIS 1 �" ORLAN70, FLORIDA 32835 7085 MEL5TONE VALLEY WAY �\i � ® BLDG. SE76ACK DISTANCE (FEET) MARR/OTTVLLE, MARYLAND 21104 ' PELICAN ISLE MA -H MIT1GAtlON AREA DESIGNATION LOT 3 BRIAN R. BOWEN LOT 3 DANNY RAYCAi7P JR. & OA WN BELANCER CAf`V ■e i /, 7427 , FIL00 A LOOP 2363 CGGPERNLL LOOP E 5-25-94 CPB Revise to 751 Lots per Client Instruction FIELD: = WESMERE OCOEE, FLOQNJA 34761 OCOEE, FLORLDA 34761 E E LOT 7 JRO & J-WKO TaWACO Lor 7 FRANK & JOSEPHINE BGYD 5-18-94 CPB Revisions per City of Ocoee DRC comments (5-16-94) Noffelme N MAP IT D T FXIS rw ZONING PW PLANNED USE SN67-E FAi'� Y k. .*VENTIAL CROSS SITE AREA 31.326 AC. TOTAL UNITS 83 CROSS DENSITY 2.65 DU/AC. COAL CW VA WV AREA 5.45 AC. iX-T SITE AREA 25.376 AC° iX-T DENSITY 3.27 OU/AC. M. LOT SIZE 8250 S.F. M. LOT WIDTH 75• M. FLOOR AREA 1400 S.F. MAX. BLDG, COVERAGE 36.04% OF NEI SITE AREA A VERACE DAi Y TRIPS 830 OPEN SPACE 0.209 AC. (0.67X) SCHOOL ACE POPLLAT/ON 50 700 YR. FLOOD ELEVATION 124.6' MAXb^�`f BLOC" hC-CHI 35' (2 STORES) GENERAL TE HAS BEEN MASS GRADED. NO CUTS & FILLS ARE ANTICPATED OTt-4-R THAN L'6NOR LOT DING ?!/RNC HOUSE CON57RUCTION THERE ARE NO TREES ON SITE. FET LIGHTING TO BE PROVVED BY FLORVA POWER CORPORATION. WATER, SEWER, & FIRE TECT/ON TO BE PROVIDED BY THE CITY OF OCOEE. DEVELOPER HAS CREATE? A MASTER H017EOIA'WeS ASSOCIATION THROUCH INCORPORATION IXJDER FLORIDA LAW FOR THE OWA RSMP AAV MAINTENANCE OF TRACT A, TRACT B, AND CT C: ORMWATER LINES WLL TIE TO EXISTINC STORMWATER MANACEMENT 5Y5TFf9 Wll' dV WESt ERE P0. CTS A, B' & C' TO BE OOX-O AND MANTAINEO BY THE HOMEOWNERS A5500ATION. ECTEO WATER DEMAND 15 24,400 CAL/DAY. PROJECTED SEWER DEf1AM7 15 23,400 GAL/DAY. YER-SNCLETON & A55OCIATF5 PROVIDE BOTH ENCNEERNC & SLRVEYNC SERVICES FOR PROJECT CITY IS 5U13_6CT TO THE TFQMS, PROVISIONS ANO RE5T2/CTIO, 5 OF FLOROA STATUTES CHAP - 163 CONCER�NC MORATOQ011 ON THE 65UANCE OF fkAPhVG PERMTS UNOFQ CERTAIN CLQ - STANCES. THE CITY t4A.5 NO LAWFUL AUTa'ORIIY TO EXEMPT ANY PR41ATE ENTITY, OR LF, FROM THE APPLICATION OF SUCH STATE LE615LADON AND N0T;17NC I-EREN SHALL BE CON- KED AS SUCH AN EYefVT/0N. H FIRE HYDRANT SPALL OF 094A YELLOW N COLOR. A BLUE REFGFCTNE MARKER SHALL BE eEO TO TI -C STREET N THE CENTER LANE C105F5T 70 EACH HYDRANT. UTL/TY AND WALL EASEMENTS WLL BE OWNED AAC MAINTAINED BY T16 INO/VIDUAL LOT OWIERS N EASEMENT RIGHTS TO TIE I40/7E0'W FRS ASSOCIATION AND THE CiTY OF OCOEE. FEMA 100 YR. FtO6V LNE ENCROACr4ES INTO THIS SITE. THE DEVELOPER WLL APPLY FOR AW Ei'VE A LETTER OF MAP A17EN017ENT FROM FEMA AND A BASE Ft000 ELEVATXW (BFE) WLt,BE TA O AND APPQGVED BY FEMA PRlOQ TO FINAL PLAT APPROVAL. PLAN IS BEING APPRO'✓ED UNOE-Q VESTED QCHT5 CERTIFICATE NO. CV -43--01. PARKING' 5CN5 WLL BE PLACED TO PREVENT Ob5TRUCT/NC TRAFFIC. HON(OW1JER5 ASSOCIATION WILL CRANi 574FET ACCESS EA55MN75 TO THE C;'Y' OF OCOEE FOR RCENCY ANJ MAINTENANCE Fi,KPOSES AT TINE OF PLAT RECORDING. hMSE PAD ELEVATlO,'JS EXCCEn Tim 100 YR. FLOOD ELEVA775N BY A M1MMI,(i OF ONE FOOT. ROADWAY �OVEf7ENTS WILL BE CON7A.NEO ON 5iTE. LOTS ABUT` WESMERE PA?KWAY, ThV5 CITY ACCESS QrCHTS ARE NOT APa4ABLE. CHANCES HAVE SEEN MADE /N DRA.NACF BA5'NS DUE TO CHANCES N VLLACE BOLNOARIES. STO01WAtER MA.NACEtlENT PLAN 15 CONSIS`Fa'T WITH CITY OF OCC£E Am') Sr JOINS RIVER TER MANACF[-ONT D157QICT D6TR/CT REOJ1PcMc.,IS PPQ PERMIT NO. 4-045--0343. ALL COQNFQ LOTS, NO WALL, FENCE, 5/CN, S ^Z'// tUQF OR ANY PLANT GROWTH n'4cl t ✓.55TPJCTS HT LINES BETWEEN 1' 6' AND 10• ABOVE ANY PUkrICIN OF THE CeO'4'.V OY- THE 40 /r_rNT RC/12- Y 5r'A.tt BF MAT,. r - ) IN A "R,ANCLF F::1 I E i ='Y ML ASJQYJG FROf7 7HE PONT OF TIE FPONT AND EXtF-'0Q S[JE LOT ONES A L5TANCE OF 25' ALONG Tt•- FRONT AND Sor-- 107 •,1E5, CONNECTINC T!4E FONTS 50 ES7ABt%SHED TO '-:'QM A SAFE 5/CI� TRIANCLE ON TIF A• EA C4'- LOT F LOT ADJACENT 70 TT4£ SSQEET k'7ERS£,T10. r- MN✓0R AND COLLECTOR STREETS. SECTION 4-5(L)(6) OF THF_ OCOH' LAND ✓T%- ENT COOS, A ITA'lU/7 OF THREE TREES 4 Y1 PLAN7"ED PER LOT. 8 .5. 1 1 I t 1 1 I I I h� 1 I ` AO I I PAO I 5T?�..y OF -�_ Z_ - STANDARD LOT CORNER LOT TYPICAL L T Pb CITY OF OCOEE,` FLORDA 2457 COOPERHLL LOOP 2371 COOPERHLL LOOP APPROVED ACTUAL APPROVED ACTUAL OCOEE, FLORIDA 3476/ OCOEE, �LORt7A 3476/ A�?EA AREA UIWTS UNITS DRAWN B Y: CPB w ti � F 4-19-94 CPB Revtafona per City of Ocoee DRC comments (4-15-94)� �>. `�� BR001441�1-1j% LOT 8 WAYtrr L & CAOIELA H. 126Y LOT 8 JASON T. CAMPBELL & rT15FRLY A. FAY 2452 , FLO2 A LOOP OCOEE, , FtOR A LOOP VMLAGE 12 Ac6 AC - q4 46 3-17-94 CPB Revisions per City of Ocoee DRC comments (3-10-94) CHECKED BY: RRB IiNCORPORATEO OCOEE, FLORA 34761 OCOEE, FLORIDA 34761 F CDNBUtTiNO'ENt31NEERING, PLANNING (ANO SURVEYING . LOT 12 C14ARLES W. tt-MREF JR, MAGE /3 7.7 AC. - ��9 35 North 11-15-93 CPB Revisions per City of Ocoee DRC comments (11-2-93) 2430 COOPE04L LOOP DESIGNED BY: CPB 520 SOUTH MAGNOLIA AVENUE • ORLANOO, FLORIDA 32601 OCOEE, FLORIOA 34761 L&IAGys 17 & Iq 24,5 AC. 31326 AC. 1,33 63 DATE BY DESCRIPTION 407-643-5120 F c LOT 15 JAPES R. & 514eLFY M. SIMS 2402 COOPt-04L LOOP OCOEF, FL ?RVA 34761 SCALE: 1".100, REVISION DATE: 7-Z VILLAGES 12. -& 1 4-94 JOt3 NO. AVH6 SHEET 7 OIF i' 5 AGENDA 6-21-94 Item V C t.1�CAT71D � �o 0 N 89'4031' E 583.30" 'a ��TEs /�o• Lor o� �� \\ l 25 24 26 S 60'0972' W60.14 r= - MA -H -- .l \ 1 iiiiii W", ( 33 34 35 18 \ 1 ( I I 1:;:1 � :1, iri I) /�,� 31 1 ( ( t mr I n I 11, M u \ 1 I ( I ni iii ' ---- ;; W It ` __l L---- 101 --- _'J-- i S 05'5%55' E w ,46.73" / �:►�• \ / (53 29 V1 51 50 Psi. 49 Ile 54 100, I 87.39 _' \ �\\ \ \< 55 //PD 1 7t — S 20'10'39' w \ \ \ \ iYESt�AT OCOIEE -112 or 01'+L° / 67.19" B IN. I ` S 26'5_8' 34' E 6S 61'1721' E )\\ \\\ \ \�/56 58 (I 59 I 60 I 61 I 62 I 63 IISIiI 64 67.18' 73.34' VILLA ♦E 13 57 s 7404' E (PHA SE %��I� "Ii1u"'i "11iI � un I,... _ _. _ \ y ---_—_ \ 1�� -----•1-ti�--/-----�-----1-----1----1----L-----1--�-i---- iii ��i •� 7r- --------------I---------L--------L— '32461 � � \ � , ,� a� • e 4.69' RETENTION POND 50 M -G A _ •�.\ ge�\ \\� \ N.i•�W. 122.00 \ •, \ \ �i ri /r q / rq 7V4 , / / �-- / r, PD CG4VSERVATI(A! AREA \\ % / /�� \Qo �g�•s \ \f / ��A /urs, EC?EUWLAIN AREA TRACT G" - 5.95 AC. /ri n / MA -F �9 \ \ f / / a1 / l/ / b a 125.77" NofE: CONSERVATION AREA WILL BE oc-OICATEO To THE CITY OF OCOEE — - \ %\J \ JAS A PER1AENf ORAWACE EA5E19ENT „ !l lO'LAM7SCAPE B X-FfR/ • l//11.OPEN SPACE/ ■ _ ? // /D // /l TRACT A' - 0.13 AC. VILLAGE 12 c %1 70 (PHASE 2)PD �• / /.2 / , E Oq y _ / 66 It V/ / \ 55 W 38EX/STINC 5-, 7 / 1 I // C N B?'4B"GT 1.46' 3 ' `" 1 N 87'40'07 W 381.46" . �y ,• + I II �II�� / i' / / , / / \ ��\ i I�I II,r -26'4�[I<'S8' 1 13 (� I �i X/o, .''/- I:®\L=304.74-,` ( \ I /ce// / \ w,/JPD / \\ ` I UNPLATTED _ - _- �r/ \\ 13 16 1r I I , 0 - - \ 24 \ _ ! /—fit S 46'35'12" W'\, 9 ` 25 25 .40 \ �� 1' , 7 / % / / + �/ p'4058' \ %/ t. it / ii /r �C 6 \ VIL L A V E 12 V CL L /Q GE 13 L O T a7 28 & 37 Ns /416�. 1 ' ' ,' \\ \ ♦ \ \ IN. LOT SID TH 75 75 VARIES K / �♦ // 4 , ? ..5� , ,,;;' N. -# ';/ \\ ,4 \��` MIN. LOT SIZE 9000 S.F. 9000 S.F. 8250 S.F. ..01 moi\ /� 3 // ; /% X, / <\\ 3 y�' /�i� /� ' � / \ \ , \ \ /' \\\\� SE TI3A/aa7 z �� / % /4 \ /�//��;'� / .� FRONT 20' 20' 20' PD �+ -y PELICAN Me SIDE O, ami' Z51 Z5' 2 �\ REAR 20' 20' 20' 5 jf �,, \ ,.. S'TREE T SIDE 20' 20' 20' , ; �,�'N, < „ MAX. PAD SIZE 4800 S.F. 4800 S.F. 4200 S.F. (60"x801 (60'x801 (60'x,707 10 t� /0' LAWSC P &kfER/ �, Ilii t I / 7 OlPaV 'n t TRACE 9' - 0.076 AC. I t f , q �4 ..-•s�rrE � r Thu Mar 08 09--37.09 1990 VAX1 AV03 zfa3*lplotslav03pp7-prf;4 20'-8"DIP WM D69 zh STA 413+00-19.5' RT. TYPE J -7T MH. No ST-A.4/+yv 0 8x6"TEE 2^-503- -48-RCPoO.O4%A- 8" GATE VALVE 6" GATE VALVE 40'8"DIP WM D 27',- 6" PVC WATER MAIN W/6" PLUG STA. 47+83 STD. FIRE HYD. W/ GATE VALVE- - D401 z STA. 45+38: _•4/'LT STA. 44+00 2 -TYPE J -7T MH.'s STD. FIRE HYD. W/GATE VALVE ASSY. TOPS 126.50 0 /NV's 117..44'.28 (FOR DETAIL SEE SHT. 27) 1380'- 8" PVC WAT R MAIN S A43+50x 6" TEE 126_ 6" GATE VALV D70 - _ - _HP�125.80 STA. 48+98.0 I-00NST: -- - - - 7 125_55 7 TYPE J-4 INLET - r - _ r� Riw_ _ _ - - - - - _ _ _ _ -,� - r _ - �r S35 35' � 541QRCP @ 0.067. STA. 50+58-C" STD. SAN. MH 7'�'�1V2 VC WATER 'SERVICE - qo - - - TOP 125 O 120 130T.110 0 i ��'� G 60" RCP 0.46% RETENTION POND • 60 D72 6 v 0 7 0\ TEMP. PLUG iQki (THIS CONTRACT) O D80 STA. 51+10-45'LT TYPE J -7T MH. 8 o' /&\ i9-cV-36" RCP c 0.04% STA. 48+98.02^-104' LT. STD. MIT. ENI: SEC. W/CONC. SPLASH PAD D71 INV. EL.116.79 STA. 48 -98.02 -17.5 -LT TYPE J-4 INLET STA. 50+58-62.5' LT. FUTURE WET WELL 35' lr 6" PVC WATER MA/NU W/6" PLU 1108 L.F. 1.0 MAIN� j (NOT IN THIS CONTRACT) /58./6\ 2 - 454' - 48" RCP's e2 0.04% D62 STA. 42+ D400 ZA� zis TYPE STA. 46+04-98'RT 2 - MODIFIED TYPE H INLETS TOPS 122.93 INV -'s 117.50 (SEE DETAIL, SHEET 27) ,oar zh WESMERE PARKWAY STA 50+83.65-126" LT. __. STD. MIT. END SEC. W/CONC.SPLASH PAD INV. EL /18.79 'P 0 OJ/y. ST A. 42+50.40.17.5'RT TYPE P-4 INLET PQoPoerev AcGEr,4 S36 STA. 39+30.41 �-195'RT STA. 39+48 STD. SAN. MH 8" x 6" CROSS TOP 125.2 8" GATE VALVE INV. EL ll2�- 2 - 6" GATE VALVES • 61 20' 6" PVC WATER MA N W/6" PLUG .5'LT IN 541-4" TEMP LUG (THIS N STA. 3 +30.41^ DROPI SAN. M, 70' 6" PVC WATER MAIN W/6" PLUG STD. FIRE HYD. W/ GATE VALVE ASSY. 6 .33 2f1 -2G61'- 8" PVC o 0 -0G% - S37 STA. 39+30.4/-208LT STD. SAN. MH TOP 125.2 /M/_ F/ _ / ;4p - i93 .39� GoI.IUEGT 4r-'wez Tb EXI�ffIh1G-1 S" rvcl D63 �.� STA 39+05-25'RT ' TYPE J -7T MH. �� h �-----36� � 48 •� SCP 0 �tiA �ti s9 54" RCP 82 0.06% 6 48A f xO O ' D64 STA. 39+05-2 'L TYPE J -7T �V FOR CONTINUATIONSEE SHT.5 52 51 50 49 48 47 46 45 44 43 42 © .10 41 40 39 38 2 -15-90 RM REV.TOP EL.,REM. UD, CALLOUT D400 12-29-89 RM REV. STORM SYSTEM D400, D401 II 29- 89 RM REV. ST ORM SYSTEM A REV. AS PER CLIENT & IN-HOUSE REVIEW T 10-25-89 RM 10 -19 -89 RM REV. AS PER CITY OF OCOEE REVIEW C DATE BY DESCRIPTION N � aq In Q d) 0) to N ,i + N N N N LQ W �W �W (f)� oLL V) v\� \� Q,135 lob 135 PROPOSED GRAD D80 D70 TOP EL 124.78 EXISTING GROU 'D 130 124.78 130 TOP L 125.80 D71 TOP EL � S35 D69 1 � D6 D6 - TOP EL 125J3 S38 63 TOP L 126.05 TOP EL TOP EL L 125.96 4 TOP L 126.05 O 25J3 l25 J3 TOP U 125 N - O'. 0 +0.30% 3' MIN. TOP L 125.60 -0.30'. 8 P.V. " +0.30% . W.M. 3' M • 4' -0.30% +0.325'. ° 125 F.M. TEMP.PLUG � � 12048' RCP 3©^- 30" RCP 0.08% 120 G , ^-36 Z '. �. 97 @ 4% l . EL ll7.2 PCP's NV. EL 119.0 D62 /NV. E 120 D l 4 Zi INV. E !19.63 D 6 INV. EL 118.83 _ --- MIN. INV. E !20.30 D52 INV. E //8. 6 3 MIN. 115 z © 6 . o / INV. E 1!8.03 D 4 9 ® -co 115 INV. EL 15 -5a E. INV. EL I! .76 D64 co � -231'--8" PVC O % NV. EL !l6 2 D7/ �- O'�8" D.I . W.M. 0 .q o � " Q INK EL 117.24 D70 40'•--8" DJ .P. W.M. INV. EL 11 � 110 110 l V. EL 112. . G8 .00 L 77722 C 71 IN4EL 105 105 1 NOTEcUSE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. 8-10-90 WFR A5 (5u1LT 6Y J'OHuuY WE5T GRADWG (� 2 -15-90 RM REV.TOP EL.,REM. UD, CALLOUT D400 12-29-89 RM REV. STORM SYSTEM D400, D401 II 29- 89 RM REV. ST ORM SYSTEM A REV. AS PER CLIENT & IN-HOUSE REVIEW T 10-25-89 RM 10 -19 -89 RM REV. AS PER CITY OF OCOEE REVIEW C DATE BY DESCRIPTION REVISION FIELD: B.S.A. DRAWN BY: KA CHECKED BY: RM DESIGNED BY: ZMB SCALE: H1.=50' *er.s*leton & associates INCORPORATED CONSULTING ENGINEERING :PLANNING :LAND SURVEYING 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 (407) 843-5120 WESJ` RE PtJO OTY OF ,OCOEE, aO-'/OA BROOKHAVEN OAKS VlLL,^ ;ES 12 13 afWARY 5"IMM PLAN �„' P ��-J WESMERE PARKWAY EXISTING UTILITY PLAN,11 , DATE: 1-13-94 JOB NO. AVH6 SHEET 3 OF 5 PLANTING DETAILS TREE PLANTING DETAIL L_2X------'--* (Max. x+241 56 57 Trunk shall be maintained In a vertical position Protective Rubber Hose Guy Wires (3) shell be kept taut Remove top 113 of burlap; cut cords - 2' Mulch Layer -2 x2'x24' Stake (3) =yf- Fertilizer Tablot �,�-- Plantlnd Soil Mix Compacted Soil Mix Setting Bed 58 1 59 1 60 61 SHRUB & GROUNDCOVER LAYOUT DETAIL A W 1,141ZUBS iG2^..1J3.117GOVF.R`5 AD..AG= }.1'r ?O 517'1IGi4"r 5r"''7 644AW- % IZANc,U.a.Z - SMC= N 1ea1n rA :-a- 1V "R1; 141Wa14HT sccz. SHALT. FE ?I..i3 rre5,sD Ill K -4,.'S F=N_ Z- ';a '-,"y G'jrNt:D �i*'rz- -SHRUB & GROUNDCOVER PLANTING DETAIL o10,�°cQ5,310 a o�oo p off•° ° O 40 o00 O C ° 00 a 00. c cc OO O V O�Q O v0 ,tl %LY 62 63 ?L.Atu n" xIL MIX GJt 1P11C.. >7 SQIL. M `j£"r?It.lCa 'SED I' "_ BOULEVARD%atAPE PLAN t!0 ..r NOTES 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 '/2 " of water per week. 8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the Contractor's expense. 9. All residential building lots shall be planted with a minimum of three (3) trees per lot. Said trees shall meet the following requirements: • trees shall be at least 2" diameter breast height (DBH) • trees shall be a minimum of 10' in height • at least 2 of the 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 (30)(a) • trees shall be installed by the lot developer. VILLAGE ENTRY 1 20' PLANT LIST SYM QTY I BOTANICAL NAME. COMMON NAME _ _ SPECIFICATIONS 1 Ligustrum Tree B_&B; 8'x 8'; multi -trunk Live Oak_ _ 100 gal 14'-15' x T-8'; 4" cal. LL_ QV 6 6 Ligustrumlucidum Quercus virginiana. All plants shall be Florida No. 1 or better. 10 Washingtonia robusta _ Washington Palm u — See plans for trunk heights 2. Mulch shall be shredded cypress mulch and shall be . o U applied to a thickness of 3" throughout all planting AN 290 beds; trees in grass areas shall have a minimum 3' Flowering Annuals _ 4" pots; 9" o._c diameter tree ring. 39 3. The Contractor shall provide a one-year guarantee on 1 gal; 12" min. ht; 5-7_ppp_ 24" o.c. PT all plant materials from time of acceptance. Pittosporum tobira 'Compacta' 4. The Contractor shall take reasonable care to avoid PS 21 damage of existing plant materials. The Contractor Philodendron 3 gal; 24"-30" x 24"-30"; 4' o.c _ shall replace, at his expense, any and all plant 102 Raphiolepis indica'Alba' materials damaged or destroyed during construction, 3 gal; 15"-18"spd.; 30" o.c. unless removal of plants is specifically called for in the plans or by the Owner or Landscape Architect. SOD 5. All plants shall be fertilized with an 18-6-12 timed - release fertilizer at the time of planting at a rate specified by the manufacturer. 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 '/2 " of water per week. 8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the Contractor's expense. 9. All residential building lots shall be planted with a minimum of three (3) trees per lot. Said trees shall meet the following requirements: • trees shall be at least 2" diameter breast height (DBH) • trees shall be a minimum of 10' in height • at least 2 of the 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 (30)(a) • trees shall be installed by the lot developer. VILLAGE ENTRY 1 20' PLANT LIST SYM QTY I BOTANICAL NAME. COMMON NAME _ _ SPECIFICATIONS 1 Ligustrum Tree B_&B; 8'x 8'; multi -trunk Live Oak_ _ 100 gal 14'-15' x T-8'; 4" cal. LL_ QV 6 6 Ligustrumlucidum Quercus virginiana. WR 10 Washingtonia robusta _ Washington Palm u — See plans for trunk heights o o U AN 290 Annuals (Various Species) Flowering Annuals _ 4" pots; 9" o._c LEG 39 Liriope 'Evergreen Giant' Giant Lilyturf 1 gal; 12" min. ht; 5-7_ppp_ 24" o.c. PT 176 Pittosporum tobira 'Compacta' __ Compact Green Pittosporum 3 gal; 15"-18" x 15"-18"; T o.c. PS 21 Philodendron selloum Philodendron 3 gal; 24"-30" x 24"-30"; 4' o.c _ R! 102 Raphiolepis indica'Alba' Dwarf Indian Hawthorn 3 gal; 15"-18"spd.; 30" o.c. SOD 1.500 ISt. Au ustine 'Floratam' solid sods .ft. 10. Street trees shall be planted at a rate of 1 for every 50 linear feet of right-of-way frontage and should meet the following criteria: • street trees shall be live oaks • street trees shall be planted within 5' of the right- of-way line • street trees shall be maintained by the lot owner • street trees shall be located in such a manner as to avoid damage to driveways and utilities and to achieve a continuous canopy over the roadway and sidewalk; the maximum spacing of trees shall be no greater than 80' • street trees may be credited toward the residential building lot tree requirements • street trees shall be a minimum of 2" DBH and 10' in height at the time of planting. i GLATTING JACKSON KERCHER ANG LIN '1`'"No, 33 East Fine Street Orlando, Florida 32801 (407)843-6552 FAX (407) 839-1789 co CL CZT 06 N r T "' CA � CZ a CZ � U CA ..J Project No.: 7933.00 Designed: BCL Drawn: BCL Cbedked: PLU Date: 10/6,, 93 Revisiom +�}= Sheet No.: OF 2 4 OF 5 W F_ CZ WE o o U le ^ co w LJ�� O Q 0 O C: Q co CL CZT 06 N r T "' CA � CZ a CZ � U CA ..J Project No.: 7933.00 Designed: BCL Drawn: BCL Cbedked: PLU Date: 10/6,, 93 Revisiom +�}= Sheet No.: OF 2 4 OF 5 0 -15tbv-4 ��Cs Nc7TT-= , �} cHlt-A& M-VACnF,-s AIZEA1. in ee cj-G�. &X-- ob5T;2LACM0�-AS P-4----Tweei-4 9 O 4 I41 Aeoef--- CIZOW14 d1= SIGHT TRIANGLE DETAIL ENTRY SIGN ELEVATION 1/211 11-011 BRICK PIER SECTION 1/2. 1 `-0" I �tc SIGN WALL SECTION 1/2'. = V-011 GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART MbOdUMW MANNW0 33 East Pine Sftet Orlando, Morida, 32801 (407)843-6552 FAX (407) 839-1789 uj:E' Cz fr:3 E -0 LJ E s - 0 :E 0 0 Date: �Cz Revisions: D F., n ey Lij E 0 0 iii3 pl* ID ;Its SIE • YON; 1 � V i i I %11 illi .2111 BRICK PIER SECTION 1/2. 1 `-0" I �tc SIGN WALL SECTION 1/2'. = V-011 GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART MbOdUMW MANNW0 33 East Pine Sftet Orlando, Morida, 32801 (407)843-6552 FAX (407) 839-1789 uj:E' Cz fr:3 E -0 LJ E s - 0 :E 0 0 Date: �Cz Revisions: D IV51,&T3 Lij E 0 0 C Cz CL Cf) Cz 06 C 0) C\j 65T— Cp cz$ Cz CL CIO V r., Cts Project No.: 7933.00 BCL Drawn: BCL Checked: RLU Date: 10/6/93 Revisions: D IV51,&T3 0 Sheet No.: LZ OF -201 �i