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Home My WebLink AboutItem 08 Ingram Trails – Preliminary Subdivision Plan�>>e Gzncer Of Good Lrp K OCOE AGENDA ITEM COVER SHEET Meeting Date: May 3, 2005 Item # 0 Reviewed By: Contact Name: Thomas Grimms, AICP, Department Director: Senior Planner Contact Number: 407-905-3100 X 1044 City Manager: Subject: Ingram Trails Preliminary Subdivision Plan. Background Summary: The Ingram Trails property includes approximately 20.482 acres. The property is located on the southwest side of Ingram Road near the intersection of Ingram Road and Clarcona-Ocoee Road. The subject property contains a house, several agricultural buildings as part of a former horse farm operation, with a mixture of secondary growth trees at the north 1/3 of the property. Issue: Should the Mayor and City Commissioners approve the Preliminary Subdivision Plan for Ingram Trails Subdivision? Recommendations Staff recommends the Mayor and City Commissioners approve the Preliminary Subdivision Plan for Ingram Trails # LS-04-019. Attachments: Location Map Future Land Use Map Zoning Map Ingram Trails Preliminary Subdivision Plan, date stamped April 6, 2005 Financial Impact: No Impact Type of Item: El Public Hearing Ordinance First Reading Ordinance First Reading Resolution Commission Approval Discussion & Direction For Clerk's Dept Use: ❑ Consent Agenda ® Public Hearing ❑ Regular Agenda ❑ Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ❑ N/A Reviewed by ( ) ❑ N/A Mayor be center of Good Liy Commissioners S. Scott Vandergrift Danny Howell, District 1 Scott Anderson, District 2 City Manager Rusty Johnson, District 3 Robert Frank Nancy J. Parker, District 4 STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Thomas Grimms, AICP, Senior Planner DATE: April 18, 2005 RE: Preliminary Subdivision Plan of Ingram Trails ISSUE Should the Mayor and City Commissioners approve the Preliminary Subdivision Plan of Ingram Trails ? BACKGROUND/DISCUSSION The Ingram Trails property includes approximately 20.482 acres. The property is located on the southwest side of Ingram Road near the intersection of Ingram Road and Clarcona-Ocoee Road. The subject property contains a house, several agricultural buildings as part of a former horse farm operation, with a mixture of secondary growth trees at the north 1/3 of the property. The West Orange Trail runs along the south and west boundaries of the subject property. The Future Land Use designation for the subject property is "Low Density Residential" (up to 4 DU per acre) and the property was rezoned R-IAA "Single Family Dwelling". The surrounding land to the northeast, on the opposite side of Ingram Road, is an enclave in unincorporated Orange County zoned A-1 "Citrus Rural District", and the existing land use is a mixture of residential with minor agriculture activity. To the east is the vacant, tree covered Meadow Lakes LLC property, zoned R-IAA (LUP pending for Arden Park residential PUD with approximately 950 single-family and townhouse units). To the south is the vacant, tree covered 99.93 acre Whispering Pines property, which is in the process of annexation with proposed Future Land Use designation of "Low Density Residential" and a proposed zoning of "Residential Planned Unit Development". To the west is the Forest Lake Golf Course. To the north is vacant land zoned R-1 AA. DISCUSSION: The proposed subdivision will be developed in one phase and consist of 55 single-family residential lots with a typical lot size of 9,000 square feet and a minimum living area of 1,400 square feet. Sidewalks for the approximately 36 students and others will be provided along both sides of all internal streets. A 6-foot sidewalk will also be installed along the subdivision where it fronts on Ingram Road. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Ingram Road to the north boundary of the subdivision and southward along Ingram Road to the southeast tip of the property boundary near the Clarcona-Ocoee Road/Ingram Road intersection. Both retention ponds will be dry and not required to be fenced since they will be 5:1 slope, although the developer does plan to install a 6-foot high decorative aluminum fence with brick columns on the northeast and south side of the retention pond at the Clarcona-Ocoee Road / Ingram Road intersection. A park will be provided at the north end of the subdivision and will include a tot lot and a 250 square foot permanent outdoor meeting space in the form of a gazebo. Water and wastewater will be provided by Orange County while reclaimed water, solid waste and police and fire protection will be provided by the City. As shown in the Preliminary Subdivision Plan, Ingram Trails Subdivision will have one access point from Ingram Road with a left turn lane into the subdivision. Ingram Road contains a 60-foot wide right-of-way from Clarcona-Ocoee Road northward to McCormick Road. Accordingly, the developer is not dedicating any additional land on the west side of Ingram Road for future widening. The developer will, however, construct the following improvement: Ingram Road shall be improved to a paved 24-foot wide curb and gutter roadway section as shown on the Preliminary Subdivision Plan. Paving of Ingram Road from the northern tip of the property to the southern tip of the property was a situation in this project's Annexation Agreement. PLANNING AND ZONING COMMISSION RECOMMENDATION: The proposed Preliminary Subdivision Plan of Ingram Trails was reviewed by the Planning and Zoning Commission on April 12, 2005. There was a discussion on the brick column -aluminum fence around the retention pond near the intersection of Clarcona-Ocoee Road and Ingram Road, and some discussion about the brick wall along Ingram Road. There also was discussion about the proposed middle school on the northside of "Cemetery Road" (an unimproved right-of-way) and the possibility of accessing onto the West Orange Trail by students in the proposed Ingram Trails Subdivision. The developer's representative stated that no access has been proposed from the subdivision on the West Orange Trail. There was a suggestion that access could be from the park at the north end of the Ingram Trails subdivision, but further discussion highlighted the concern of security for residents. There was a question about homeowners with rear yards along the West Orange Trail having direct access onto the trail from their property, but the developer's representative indicated that there would be a restriction on this in the Homeowners Association covenants. He mentioned that there is access to the trail at the intersection of Clarcona-Ocoee Road and Ingram Road. Another proposal is to create a connection from the 6-foot wide sidewalk along Ingram Road to the West Orange Trail at the very north tip of the subdivision. The developer's representative said that they could cut the tip off of the north point of the park for such a connection. The Community Development Director said this will be shown on the Final Subdivision Plan. The Planning and Zoning Commission unanimously recommended approval of the Preliminary Subdivision Plan as date -stamped April 6, 2005. STAFF RECOMMENDATION: Based on the recommendation of the Planning & Zoning Commission, Staff recommends that the Mayor and Commissioners approve the Preliminary Subdivision Plan for Ingram Trails Subdivision, as date -stamped received by the City on April 6, 2005. Ingram -Trails Location Map N V' Q O Qf W WeSt • • N lY W H Q HCIO LAKE SIMS ' CLAR�ONAC)r Ocoee Community 1 inch equals 515 feet 0 130 260 390 520 Feet Printed: April, 2005 aSubject Property Unincorporated Territory Dand Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Road Right -of -Way Lakes and Water Bodies Ingram Trails Surrounding Future Land Use Map REC tINGRA�� LAKE SIMS LDR Ingram Trails PSP Surrounding Zoning Map ��e�tntcr of cool6tvi� __-- pCC� �E LAKE SIMS Ocoee Community Development\D�pa 1 inch equals 515.236793 feet 190 95 0 190 380 570 Feet Printed: April2005 aSubject Property Unincorporated Territory E3 and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) i General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies R-1-AA • CLARCONA OCOEE A Copy of Public Hearing Advertisement Date Published Sentinel Orange Extra, Thursday, April 21, 2005 Page H2O Advertisement 11 MMING INBRAM TRARf M EUMNMRY SUBDIVISION PLAN LS-2004.019 NOTICE IS HEREBY GIVEN pursuant to Section 4.4 G. (1)(cb Ocoee Land Development Code, that on Tues- day, MaY 3, 3005, at 7:00 P.m., or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBl1C HEMINS he Ooee l Commlfalon Chaatmbetrs, 150cNorthCty Lakeshore Drive, Ocoee, Florldq, to consider the Ingram Tralls Prellml- nary Subdivision Plan. The proposed Ingram Trails resl- dential development Is located near the Intersection of Ingram Road and Clarcono Ocoee Road. The City Commission will review - and may make a recommendation concerning the proposed Prelimi. nary Subdivision Plan, based upon Its conformance with the require- ments of the Ocoee Comprehensive Plan, Land Development Code and benefit to the public. The complete case file, complete legal description by -metes scres and bounds,: may be Inspected at the Ocoee Community Development Department,. 150 North Lakeshore - Drive, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except le- gal holidays. The City Commission may continue the Public hearing to other dates and times, as It deems necessary. Any Interested party shall be ad- vised that the dates, times, and Places of any continuation'of these or continued Public hearings shah be announced during the hearings and that no further notices regard- Ing these matters will be PU)ilfshsd. Interested Parties may appear at I the Public hearings and be heard with respect to the proposed Pre- llmhwry Subdivision Plan. Any per- son wishing to appeal ahy declslon made during the public Aearings will need a record of the Proceed - has and for this Purpose may need to ensure that a verbatim Tecord of the Proceedings Is madq'which in- j cludes the testimony and evidence upon which the appeal is based.'`. Persons with disabilities needing assistance to participate In any of the Proceedings should -contact the City Cferk's Office 4B hours Inad. vane of the meeting at (407) 905- 3105 OLS6142651 01 INDEX OF SHEE 10 COV COVER SHEET SY-1 SYMBOLS AND ABBREVIATIONS 1-5 BOUNDARY AND TOPO SURVEY 1-3 TREE SURVEY PSP-1 PRELIMINARY SUBDIVISION PLAN PSP-2 CONDITIONS OF APPROVAL CLS 1-4 CONCEPTUAL LANDSCAPE PLAN SECTION 05, TOWNSHIP 22 SOUTH, RANGE 28 EAST OCOEE, FLORIDA C NT X HOM S 385 DOUGLAS AVE., SUITE 2001 ALTAMONTE SPRINGS, FL 3271 PH (407) 838-1489 :4 Ll. M 1; 109 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: OWNER/APPLICANT CENTEX HOMES 385 DOUGLAS AVE., STE. 2000 ALTAMONTE SPRINGS, FL 32714 407-838-1489 CIVIL ENGINEER MADDEN ENGINEERING, INC. 431 E. HORATIO AVE., SUITE 260 MAITLAND, FL 32751 407-629-8330 GEO—TECH YOVAISH ENGINEERING SCIENCES, INC. 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 407-774-9383 SURVEYOR ALLEN & COMPANY, INC. 16 E. PLANT STREET WINTER GARDEN, FL 34787 407-654-5355 UTILITY PROVIDERS: POTABLE WATER & SEWER ORANGE COUNTY PUBLIC UTILITIES 109 EAST CHURCH STREET, SUITE 300 ORLANDO, FL 32801 407-836-7000 ELECTRIC PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 407-905-3303 CABLE BRIGHT HOUSE NETWORKS 844 MCGUIRE ROAD OCOEE, FL 34761 407-532-8511 TELEPHONE SPRINT P.O. BOX 770339 WINTER GARDEN, FL 34777 407-814-5310 GAS LAKE APOPKA NATURAL GAS P.O. BOX 771275 WINTER GARDEN, FL 34777 407-656-2734 REUSE/RECLAIMED WATER CITY OF OCOEE 150 N. LAKESHORE DR OCOEE, FL 34761 VICINITY MAP It 4z M N I M 04 �r, p (y) I m wo Z � Lj z F- N R Qo �2f¢ W ry U Q0 u� W 0 N I V) J Q_ a z APR 6 2005 CITY OF OCOEE Agenda 5-03-2005 Item 8 ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS A F P LINES LINES STORM DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDONED) FDN FOUNDATION PEP POLYETHYLENE PIPE �,. 100 LF STS 24 HDPE Q 0.20% 100 LINEAR FEET STORM PIPE AC ACRES O FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT �"�"""""""'""""- �� •-�-�--�•--•----�•-----�---- "" - �- -'-��---'-'--- CENTER LINE '- BUILDING LINE „ 24 HIGH DENSITY AC -FT ACP ACRE FOOT/FEET ASBESTOS CEMENT PIPE FF OF TRANSPORTATION FINISHED FLOOR PI PA POINT OF INTERSECTION PROPERTY LINE BOUNDARY POLYETHELENE PIPE @ 0.20% ADDL ADDITIONAL FG FINISHED GRADE POB POJ POINT OF BEGINNING PUSH ON JOINT """""' ""'" WIRE FENCE CONTOURS ADT AL AVERAGE DAILY TRAFFIC ALUMINUM FH F&I FIRE HYDRANT FURNISH AND INSTALL PP POWER POLE W--"r _ ••._-_-•-• CONSERVATION — — — — — — — — — UNDERDRAIN 8" PVC PIPE ALT ALTERNATE FIG FIGURE PR PHONE RISER SETBACK AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE x — CHAIN LINK FENCE RAILROAD TRACKS -.------ AMP AMPERE(S) FIT FITTING PRESS PRESSURE -.------ ►,----_ -DRAINAGE FLOW DIRECTION APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT — — CENTER LINE ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE _........................................................:: _.......-------- _.._------ _ WOOD FENCE GAS GAS MAIN FDOT INLET TYPE 1 ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT o 0 0 _ CHAIN LINK FENCE ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVENUE FND FOUND PT POINT OF TANGENCY AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE GUARDRAIL -------------- U: - -•• UNDERGROUND ----------_ 8� FDOT INLET TYPE 2 AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC CONTOUR B FPS FEET PER SECOND PWR POWER 80 BFP BACKFLOW PREVENTER FT FTG FEET/FOOT FOOTING Q _... .......................... _.__ . w _ _ EXISTING PLATS..............................................1 I....................................................... UNDERGROUND FDOT INLET TYPE 3 BL BASELINE G Q FLOW RATE TELEPHONE — — — — — — — — — EASEMENT BLDG BUILDING R BLVD BM BOULEVARD BENCH MARK GA GAL GAUGE GALLON R RADIUS ,....;....................................................................... RETAINING WALL --- ----........... -- --- - --- ------- --- -- -- OVERHEAD FDOT INLET TYPE 4 BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC " " X — FENCE BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R/W BOC BOT BACK OF CURB BOTTOM GPD GPH GALLONS PER DAY GALLONS PER HOUR RD RDY ROAD ROADWAY — — RIGHT-OF-WAY LINE `m3 - OVERHEAD Q GUARDRAIL i FDOT INLET TYPE 5 BRG BEARING GPM GALLONS PER MINUTE RED REDUCER TELEPHONE BS BOTTOM OF SLOPE CPS GALLONS PER SECOND REF REINF REFERENCE REINFORCE(D) :. - .......... _.. ......._ "' ... .:- ::�. �=: SHORELINE BV BUTTERFLY VALVE GR GIRD GUARD RAIL GROUND/GRADE REQD REQUIRED _ -'' - '.".__._.. UNDERGROUND LOT LINE FDOT INLET TYPE 6 C GSP GALVANIZED STEEL PIPE REV RPM REVISE/REVISION REVOLUTIONS PER MINUTE "`--..... -.... CABLE TELEVISION GV GATE VALVE GATE VALVE AND BOX RR RAILROAD _..... •� •• SWALE ........"..... """"""' """"""' ..............""""""' ........EASEMENT P/L CAP CAPACITY GV&B MANHOLE CB CATCH BASIN GW GUY WIRE RT RIGHT PROPERTY LINE CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CF CEMENT CUBIC FEET H R/W RWM RIGHT-OF-WAY REUSE WATER MAIN SANITARY MITERED END SECTION CFM CUBIC FEET PER MINUTE HB HOSE BIBB S RETAINING WALL CFS C&G CUBIC FEET PER SECOND CURB AND GUTTER HDPE HDW HIGH DENSITY POLYETHYLENE HARDWARE S SOUTH R/W SEWER SLOPE DIRECTION ARROW CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SANITARY SEWER LINE ................... FM ..................... FORCE MAIN — — — — RIGHT-OF-WAY LINE FOR POND SIDE SLOPE CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT CENTER LINE HP HR HORSEPOWER HOUR SCH SD SCHEDULE SIDE DRAIN CLEANOUT 000.00 CA DRAIN MANHOLE SPOT ELEVATION CLP CONCRETE LIGHT POLE HT HEIGHT sDN SHELF �� SETBACK LINE CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS SECT SECTION CM CONCRETE MONUMENT HWY HIGHWAY SH SHEET WATER & REUSE WATER SHORELINE STORM INLET CMP CORRUGATED METAL PIPE HYD HYDRAULIC �'� '� —. CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT SIM SIMILAR CO. COUNTY 1-4 INTERSTATE HIGHWAY SA SETBACK LINE uN —�— SWALE CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE 6"�li�i WATER MAIN 6" PVC PIPE (;�` WATER VALVE COL COLUMN ID IF INSIDE DIAMETER INSIDE FACE SM SPEC SHEET METAL SPECIFICATION(S) HIGHWAY & UTILITIES COMP CONC CONN COMPLETE CONCRETE CONNECTION IN INL INCHES INLET SQ SQ IN SQUARE SQUARE INCH(ES) .......................... '• M................................. REUSE WATER MAIN �� FIRE HYDRANT ) TREE LINE CONST CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET 4, CONT CONTINUOUS INST INSTALL SQ YD SQUARE YARD(S) COORD COORDINATE(S) IP IRON PIPE SR STATE ROAD BACKFLOW PREVENTOR Irk WATER METER BOUND CORNER coR CORNER IR IRON ROD SS ST STAINLESS STEEL STREET SANITARY CPLG COUPLING INT INTERSECT/INTERSECTION CPP CONCRETE POWER POLE INV INVERT STA STATION Cs CONTROL STRUCTURE J -STD STD DARD STANDARD STEEL STORM DRAIN CONCRETE CTG CTR COATING CENTER JB JUNCTION BOX STIR STRUCTURE 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET CTV CABLE TELEVISION JCT JUNCTION STS SUP STORM SEWER SUPPORT SANITARY 8 PVC f s; , CULV CULVERT JST JOIST PIPE CAD 0.40% SLOPE i COUNTY ROADS CY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION STORM SEWER : `3..... FDOT TYPE 1 INLET CYL D CYLINDER SVc SW SWK SERVICE SOUTHWEST SIDEWALK CLEANOUT 01 DETAIL REFERENCE DBL DEC OR ' DOUBLE DEGREE L LAT LATL LENGTH LATITUDE LATERAL SYM SYMM SYMBOL(S) SYMMETRICAL •. !"� T; MANHOLE FDOT TYPE 2 INLET '� DOUBLE SANITARY Z4 DEFL DEFLECT(ION) LB LF POUND LINEAR FEET/FOOT SYS SYSTEM SERVICE x DUMPSTER PAD DEPT DEPARTMENT T DET DHWD DETAIL DESIGN HIGH WATER LEVEL LG DIM LONG LIMIT(S) T TANGENT """"""'"""". [ MITERED END f.........3 .-::•::'•.... FDOT TYPE 3 INLET FM 4 PVC FORCE MAIN FF-98.76 DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK , — , _ - — - _ - FINISHED FLOOR ELEVATION DIA DIAMETER LONG LONG T&B TOP AND BOTTOM 4" PVC PIPE TYPE A W/ FHA LOT TYPE DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK ;. f:.....4: STORM INLET FDOT TYPE 4 INLET DIM DIMENSION PIPE LWL LOW WATER LEVEL TC TD TIME OF CONCENTRATION TRENCH DRAIN Alah qp MANHOLE GUY POLE DIP DUCTILE IRON M TDH TOTAL DYNAMIC HEAD DISCH DIST DISCHARGE DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL ti FDOT TYPE 6 INLET FDOT TYPE 5 INLET DMH DROP MANHOLE MAIL MATERIAL TEMP TL TEMPORARY TERMINAL LAMPHOLE �T 1 AT E R WATER & REUSE WATER HANDICAP PARKING DN DOWN MAX MAXIMUM DRN DRAIN MECH MECHANICAL TOB TOC TOP OF BANK TOP OF CURB HIGHWAY & UTILITIES WM 6 DIP WATER MAIN 6" DWG DRAWING ME MITERED END DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE � �� l INTERSTATE ROADS ' --:�" MGD MILLION GALLONS PER DAY TOT TOTAL TS TOP OF SLOPE E MH MANHOLE MHC MANHOLE COVER TWP TOWNSHIP - - - DIP PIPE 11 1/2' BEND "M E EAST TYP TYPICAL BENCHMARK GUY POLE ; ; BRICK PAVERS 4'"i EA EACH MHWL MEAN HIGH WATER LEVEL MINIMUM LIGHT POLE EC ED EDGE OF CONCRETE ENERGY DISSIPATOR MIN MISC MISCELLANEOUS I I� `' WOOD UTILITY POLE ` R " G 22 1 /2' BEND EF EACH FACE MJ MECHANICAL JOINT UD UNDERDRAIN RECOVERED 4x4 CM "'3 z DIRT ROAD EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND 45' BEND SIGNS EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL UON UNLESS OTHERWISE NOTED 3 POLE EA ELB EASEMENT LINE ELBOW MON MPH MONUMENT MILES PER HOUR UTC \ / UNDERGROUND TELEPHONE CABLE CONCRETE UTILITY SET 4x4 CM 8" MAPLE TREE si 90' BEND 16 15 SECTION CORNER EDEC ELECTRIC MSL MEAN SEA LEVEL V 21 22 ELEV ELEVATION MTG MOUNTING VB VALVE BOX ELECTRIC MANHOLE 8" OAK TREE 1=i ELLIP ELLIPSE/ELLIPTICAL N VC VCP VERTICAL CURVE VITRIFIED CLAY PIPE 11 SET IRON ROD TEE ENC ENCASEMENT VERT VERTICAL 50 STATE ROADS ENG ENGINEERING) NAWTH N NORTH NORTH VPC VERTICAL POINT OF CURVE S TELEPHONE MANHOLE %- "' 8" PINE TREE CROSS " EOP EQ EDGE OF PAVEMENT EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION 0 RECOVERED IRON ROD EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY m TELEPHONE RISER 8" PALM TREE —N— CHECK VALVE SILT FENCE EQUIV ESMT EQUIVALENT EASEMENT NE NG NORTHEAST NATURAL GROUND W -��'-I� EST ESTIMATE NIC NOT IN CONTRACT W w/ WEST WITH CONCRETE � ELECTRIC BOX / Y DOUBLE DETECTOR � TRAFFIC FLOW Ew EACH WAY NO OR # NUMBER WM WATER MAIN TRANSFORMER 8 MISC. TREE CHECK VALVE PAVEMENT MARKING EWL EXC ENDWALL EXCAVATE/EXCAVATION NOM NTS NOMINAL NOT TO SCALE W/o WITHOUT '` DOUBLE WATER EXIST EXISTING NW NORTHWEST WP WATER WEATHER PROOF / ':'............. COUNTY ROADS �' WELL SERVICE Q� UTILITY POLE EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE EXT EXTEND/EXTENSION O WS WSWT WATER SURFACE WET SEASON WATER TABLE " N GATE VALVE oc ON CENTER WT WEIGHT Q i ; u - ;? INTERSTATE ROADS � MONITORING WELL BLDG OR STRUCTURE OD OUTSIDE DIAMETER wV WATER VALVE FIRE HYDRANT OE OR EQUAL WWF WWM WELDED WIRE FABRIC WELDED WIRE MESH DUMPSTER OPNG OPENING STATE ROADS OPP OPPOSITE Y€',f O METER TYPE F CURB &GUTTER ORCP OVAL REINFORCED CONCRETE PIPE OS OVFL OUTFALL STRUCTURE OVERFLOW YD YR YARD YEAR RR CROSSING SIGN WOOD AND/OR METAL D REDUCER OVHD OVERHEAD MISC �j' LIGHT POLE MIAMI CURB AND RR CROSSING GATE Q BLOWOFF ® 0 DELTA CONCRETE LIGHT POLE TRAFFIC SIGNAL POLE ON'NO BACKFLOW PREVENTER 901 CROSS SECTION DETAIL YARD LIGHT fl S B SAMPLE POINT 24 r fSATELLITE DISH �- MISCELLANEOUS SIGN O UNDERDRAIN CEANOUT 16 15 GUY WIRE 6 PVC RECLAIMED WATER MAI 21 22 SECTION CORNER _RWM_ _ _ _ 6" PVC PIPE ; HANDICAP PARKING EDGE OF PAVEMENT REUSE WATER SYSTEM CONNECTION t W/0 CURB SPOT ELEVATION ,50 EDGE PAVEMENT DOUBLE REUSE WATER SERVICE W/CURB I T im'-Ls ,, eni,tineering, Inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 VI W O 't o O N N � F- LL 0) I 00 �' w CD I > z_ 00 0! w) X V)a QDD .� W-j 1-0 o v O :� Lf) < I— z Z 0D w UJ U U M N � 00 o 0 (y) m ## w �j � d z Q z w A o F= Q w 0 z a r w LijJ z 0 w = o U F z w U x w U a n Vid 1f I� JOB # 24110 DATE: 05/27/04 SCALE: N.T.S. DESIGNED BY: JTP DRAWN BY: I AN APPROVED BY: CMM -"OUNDARY AND TOPOGRAPHIC OF SURVEY LEGAL DESCRIPTION ( as provided by client ): SURVEYOR'S NOTES: PARCEL 1 Bearings shown hereon are based on the East line of the Northeast 1/4 of Section 5, ALL THAT PART OF THE NORTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 5, TOWNSHIP Township 22 South, Range 28 East as being an assumed bearing of South 02'32'49" West. 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY LINE OF INGRAM ROAD. SUBJECT TO THE RIGHT OF WAY OF There may be easements and restrictions of record and/or private agreements not Y / P 9 CLARCONA-OCOEE ROAD. furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land LESS AND EXCEPT: use rights of the subject property. . LEGEND: PARCEL 2 This Survey was performed with the benefit of a Title Insurance Commitment, prepared by -x- Denotes fence line First American Title Insurance Company, Issuing Office File Number 402896, commitment A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF pQ Denotes water valve date January 14, 2002 at 8:00 a.m. SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ® Denotes meter box There may be environmental issues and/or other matters regulated by various Departments ® Denotes covered area of Federal, State or Local Governments affecting the subject property not shown on this BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST survey. QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N 86'57'17" ..� Denotes dirt road W ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, A Denotes edge of pavement This Survey was performed for the sole and exclusive benefit of the entities listed hereon DISTANCE OF 693.25 FEET TO THE FORMER NORTHERLY RIGHT-OF-WAY LINE OF THE and shall not be relied upon by any other entity or individual whomsoever. ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR (AS DEPICTED ON RIGHT-OF-WAY Denotes underground drainage pipes AND TRACK MAP SECTION V.12 FLA, SHEET 5); THENCE RUN N 73'31'29" E ALONG THE SAID ❑ Denotes catch basin This Survey is not valid without the signature and original raised seal of a Florida licensed NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 703.26 FEET TO THE SOUTHWESTERLY surveyor and mapper. y pp RIGHT-OF-WAY LINE OF INGRAM ROAD (60 FOOT RIGHT-OF-WAY); THENCE RUN S 46'24'38" ® Denotes mitered end section E ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE 37.60 FEET TO THE EAST LINE OF SAID Denotes wood power pole Underground utilities and improvements were not located, unless shown hereon. NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE S 02'32'39" W ALONG SAID e- o Denotes trial boring g Subject property shown hereon is in Zone X, area determined to be outside 500 year EAST LINE, A DISTANCE OF 210.56 FEET TO THE POINT OF BEGINNING. SUBJECT TO THE floodplain, according to Flood Insurance Rate Map panel number 210 of 700, map number RIGHT-OF-WAY OF CLARCONA-OCOEE ROAD. Denotes centerline 12095CO210 E effective date December 6, 2000. LESS AND EXCEPT R/w Denotes right-of-way Elevations shown hereon are based on Orange County vertical datum, benchmark number -Q- Denotes sign R-207-002 having an elevation of 90.756 feet. PARCEL 3 Denotes wood power pole A PARCEL OF LAND LOCATED IN THE NE 1 /4 OF THE NE 1 /4 OF SECTION 5, TOWNSHIP 22 Denotes overhead power SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY E Denotes DESCRIBED AS FOLLOWS: guy wire ME Denotes electric box and /riser COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 5; THENCE S 02*33,12" E ALONG Denotes light pole THE EAST LINE OF SAID SECTION 5, A DISTANCE OF 1366.74 FEET; THENCE N 86'57'33" W ALONG THE SOUTH LINE OF THE NE 1 /4 OF THE NE 1 /4 OF SAID SECTION 5, A DISTANCE 10 Denotes telephone box / marker / riser OF 1319.0 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE WEST LINE OF THE NE - 142 Denotes contour elevation 1 /4 OF THE NE 1 /4 OF SAID SECTION 5, SAID INTERSECTION BEING THE POINT OF BEGINNING; THENCE N 02'01'34" E ALONG SAID WEST LINE, A DISTANCE OF 445.00 FEET; ,so.z, Denotes spot elevation THENCE S 87'58'26" E, A DISTANCE OF 50.0 FEET; THENCE S 02'01'34" W, A DISTANCE OF (M) Denotes measured 358.4 FEET; THENCE S 42'27'59" E, A DISTANCE OF 53.5 FEET; THENCE S 86'57'33" E, A (D) Denotes description DISTANCE OF 680.1 FEET; THENCE S 73'31'29" W, A DISTANCE OF 149.7 FEET TO A POINT ON THE SAID SOUTH LINE; THENCE N 86'57'33" W ALONG SAID SOUTH LINE, A DISTANCE OF FPc Denotes Florida Power Corporation 625.6 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT PARCEL 4 A PORTION OF THE NORTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY LINE OF INGRAM ROAD AND WEST OF WEST RIGHT-OF-WAY LINE OF CLARCONA-OCOEE ROAD, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1 /4 OF SAID SECTION 5; THENCE RUN SOUTH 02'35'53" WEST, A DISTANCE OF 1152.28 FEET; THENCE RUN NORTH 46'23'58" WEST, A DISTANCE OF 53.81 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 73'31'29" WEST, A DISTANCE OF 88.16 FEET TO THE POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1701.20 FEET, A CENTRAL ANGLE OF 01'19'56", AN ARC LENGTH OF 39.56 FEET, AND A CHORD BEARING OF NORTH 59'01'21" EAST TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 466.00 FEET, A CENTRAL ANGLE OF 17'01'17", AND ARC LENGTH OF 138.43 FEET, AND A CHORD BEARING OF NORTH 32*35'57" WEST; THENCE RUN NORTH 48'5324" EAST, A DISTANCE OF 5.41 FEET; THENCE RUN SOUTH 46'23'58" EAST, A DISTANCE OF 166.91 FEET TO THE POINT OF BEGINNING. CONTAINS 20.482 ACRES MORE OR LESS. SCHEDULE OF BORINGS POINT NORTHING EASTING ELEVATION BORING 1100 1553832.3341 487332.7849 142.30 B-16 1101 1554227.2105 486967.8037 148.02 B-15 1102 1554977.7010 486177.2853 149.80 B-13 1103 1554618.0674 486556.5332 149.68 B-14 1104 1554556.7153 486162.9807 151.23 B-20 1105 1554133.8900 486199.3817 152.78 B-19 1106 1553748.8005 486202.9157 154.48 B-18 1107 1553696.5554 486884.1627 149.25 B-17 1108 1554192.6941 486566.8164 151.36 B-21 1113 1554192.6941 486566.8164 151.36 B-21 1114 1554618.0674 486556.5332 149.68 B-14 1115 1554977.7010 486177.2853 149.80 B-13 1116 1554227.2105 486967.8037 148.02 B-15 1117 1553832.3341 487332.7849 142.30 B-16 W D U) W U. 00 U W z � 0 CL = O 0 LL v � z 0 0 N N 0 O OU = LLJ Z Q fr_ z W o O < = � ' Z 0 Q ® U z W 0) D 0 m w ::D V) z b w z > Q wto cV)d r- pa0L.Li = 0 O I- ::)Oz XONOQ .. � 0 ::Er" 0 zLn~I--p I W00--)-!_I 01-)tnaLL- U) W Z O s > Ix w R � o w C Q M Q JOB # 24033 DATE: 03-03-04 SCALE: 1 " = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR SHEET 1 OF 5 o- � SEE SHEET 4 OF 5 co 00 CM I I � • c LL•cm • co • I • Ico • z co W U Z U W z Q rz wU 0 a O W N =CDOF--n ::) O Z x0NOQ .. W O I-W O Z'��=�0 W 00 J J r m M Nto M M Lo (n W 1,. Z �a U; o .. l z w U 0 i W J En W 0 V) 8 O a U) W N ry 0 0 0 Lij N M Cl JOB # 24033 DATE: 03-03-04 SCALE: 1 " = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR SHEET 2 OF 5 .............. Mir I � - xror.vo x w N I �- x o <� c: x � I s ffr• f� �� fff� :�:i I X :# X r? II �X .. 148.63X , \+ \ ,7 X 149.16'� • �• .,{ITS 148.15^_'-� X 148.25 1 G, \ \ • r 148.2948. X 149.43 � + % > �,; +'• •,L'"", Yam`• .... 1.41 x•: > r' -15 x 149.80 's r :95 � ,o hry 4jN 1$Zpe X X X h` �^ x X148.69 ' 6y x i x151.86 X X X X )(X X X 15160^y�• 92 xX X X � �h � •. fi. � \ L + l o. �s hti ry6 X B-21 X148.36 , x X 149.69 ti i}X X X X X X- X - 149.55,/f/ �} + X X 7 r \ X150.20 r \ xa:•. 7L X >''� xAr h � r7::• ta6.os x 02s 15258 '} n \ I X . x150.12to .. } X W 6v B-19 x152.41 0x152.40 />c i X 149.83 N 87 X151.4758f48 W Ml \ , \ 152.92 50•0Of/M\ x751.10 X X150.39 149.15 � , /� 1 I PARCEL 1 x 50.89 s., ahX x } ( ` U yy. 52g6 ( r �' ^ S 67 58 26' E (D) 50.0'O D RECOVERED 5/8" RECOVERED 5/8" IRON ROD #3691 IRON ROD #3691 X xt5o.29 /' / �.:. 0.15'W ^ 0.13'W 6 X 1 Jro ' oa. X r� 1° oi`v X152.43 �I X149.8s / j �', # �� ,� . hN xX g 150.03 % r 9�1 ,/ .f; 153.26 X X X X X+ X X X{=X X X X X-n151.92 151.34 X X X X X X�y--X�7---X-X-X-t4 n -X-X 153.37 x 153.23x X w I X 153.31 x X •;,• 6 I 15t X X 153.0 �. ^ y X^�� X N-X-X- X X {� X X X15 4 'T-- J r 153.57x X 5� x a r; O M X G X I v o x Cn o X >, XM X753.37 I O ;. W I I x GRAPHIC SCALE 40 0 20 40 X I N x a 240.3' R W :t x X of X T153.20 r� ( IN FEET ) ' x Q •. X I i inch = 40 ft. x w y� 10 o I W X 153.37 X Y :. Ill .' 3 I x N I (• a o Io X •; �>: I N x O IX w o N 4i.° � I La x M orOk F N 153.59X 0 0 ^y' i q: IX153.32 O O X 153.41 2 2 x X RECOVERED 5/8" I IRON ROD #3691 I 0.08'S, 0.17'W X x X X X X X X X X 153.35 X h I RECOVERED 5/8" IRON ROD #4141 I %• sy� j�+� 0.05'S, 0.26'W 1 4.33 X 151.54 % SJ X 150.71 X 151.78 SEE SHEET 2 OF 5 x,5,.2, MAT X X151.51 X 151.26 k1s Sp Sp 50.19 r x15o.53 15040 a? ?¢ % , ' Y�1 X148.55 14.00' FPC DISTRIBUTION x151.66 x � u, y, - ig EASEMENT PER /// /,/ X X152.08 151.53 X t O.R.1425, PG.854 / 9 X150.30 '+'xIf A x, // // X147.44 ti r ' ray; A''F.. x j; STABLES xt5o.s7�� ' xt48.77 X X x '_•►'�'X '' � ;:'; ••` ;+' :•756.3�:••' ,:,• ;+;F ,• x152.31 151.77,rX F •/� 7 I /•: �'%%'%�,' X X X X x=x151.73 �y 148.99 ° x148ss x X146.92 / t //BONE STORY I x152.49 lC"�o' > ,/ ,/ \• x149.52 ' a MASONRY RESIDENCE P X FINISHED FLOOR v 1 • // / ��'r/ � � �, // � // / � • f // � 150.38' X152.45 .. X X 152.47., -' y �4,b'• / / / r` ate' jr I X 153.02 t 182.00' X152.46 .�. `-"•''."¢,°,•. �•»--r''•'. v` / M .v, // / j�1 1 I b' STORY ' // a /�-------- v�C--------- '/ a / +'�' / l OOD SHED X ".MASONRY'151.17x / .%�'.� �. �` •' .. 9e ''`•.e._....7)- .•'' _ f X149.55 ESIDENC // ---'-' "`".�--,.,,:'•..•y''...+- ----- �'$' � . • x149.68 f 2`.e� `/ 14.00' FPC DISTRIBUTION -------- - �` r�ix, x149.76 '\� x x152.97 EASEMENT PER 15p•08� �``• O.R.1425, PG.854 'low A47.31 X 151.82 x 150.14'- I 5 153.03 X X J 152.99 OOD SHED c 149.41 X Lo X 152.34 • �`` x 148.52 X 153.12 E STORY MASONRY ' LL o x 153.54 N °ra+ X152.3B b :NORTH AVENUE X 151.21 ^4O r X l' .141.11 150.21 X X- X X149.82 X X o. X X 150.22 0 0 151-; x I , O d- x X148.66 I F- W x W I x LIJ X X 7499 W WOOD SHED'o X X I147.65 X146.79 f' 148.09 X X 1 X�x Y GREENNOUSS � 5"10R X ON 148.2 X 3Zf O • ' x ''c� :' Felt -17 X�'X I+ N 733,'29 1%18 146 PARCEL 2 - X149.71 a; 145.82 LESS OUT R -X-X- 50.01 47.08 y4 `1Jr 149.51X 1sOsa x' 148 48.66 x 148. 147.21 4'1'�Di X 48.80 08 X147.8850.25 � 14.::::•:.;;�:i X 146.09 X146.57 X 145.67 PARCEL 1 Lo V. ON BUILDING 20 FINISHED FLOOR = 150.20' 7 3' 150.29X iA ;a 150.00 x149.39 X X X X X X X io X 149.15 m 09 :. 1.' ..� ...�. N 86'57'17' W (D) N 86.5726' W (M) SOUTH LINE OF THE NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 5-22-28 ' X• X 145.54 X 145.63 146.13x X145.49 TB=S5 I X1. F5•�6- w D V/ w U. N U w z i a a. _ 0O J 0 D l V lL 0- U z 0 O N cv 0 O O U � = W Z Q Z W 0 O a = �., w) Z 0 a U Z fA D M0 W W Z U W z LLl (n V) O Q 0 W N 0OI-n ::D CD XONOQ Q [if O z�~l0 LL WOO1:)JJ Un(nQL,_ U) 8 O a > U) LI I V) � o .i• joiL JOB # 24033 DATE: 03-03-04 SCALE: 1" = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR SHEET 3 0 5 \ BOUNDARY AND TOPOGRAPHIC OF SU VEY X,49.16Ilk \ 148.2z s, \ X148.25 148.5 % :5::•. X149.43 {�j c� •Zi?'F7.41X 1� POINT OF COMMENCEMENTCORER OF ` xt48.69 i{ /eR�hy .k NORTHEASTNORTHEASTN/4 OF \\ \ RECOVERED 6X6 CONCRETE \ SECTION 5-22-28 \ MONUMENT, NO # \ � X148.36 \ X149.69 149.5 P:w/ 0 } l AV.8' \ .'i R9 }f l 148.06 x %_ /\ ,�R R=466.00'(M)�) S ;: L=138.43 (D) C.B.=N32'36'32-W(M) 9 , C.B: N32'35'57-W(D) \/i0 3 3 1 rJ I 149.83 /'• a ` � / 49.00 // /// \ i Q, U% \ N }l 149-SE SHEET 2 OF 5 Q ' 19'S3'(M) X150.39r A=119'56-(D) 90+ O ": SAS h<':. \ ; R=17L \�1s =39.53'(M) L=39.56'(D) (% X148.55 /// i�'is o'p/, I \ C.B.-N59'00'47"E(M) /[Mi SB %;:C'S' / ` C.B.=N59'Oi'21'E(D) /3�5 . N i0) G S3 7Y rpJ / SdB :. T\ �C _ \\ 5 133\�29 G\NN�N .5�, r I / vi 1XX50.03 0\N1 LESS \� j -X 14 X X T50.19 �j` " } 1X X X X X X X ,dC X j t x 5 14.00' FPC DISTRIBUTION /' f' i cat 148.5 EASEMENT PER O F� \O9' O.R.1425, PG.854 �' /' 5 .`:'.D.p x147.44 X150.30 x146.57 Tom'\ Ali +x sr I x148.77 x x145.49 /r by • ,/ ,/ , i \ rS , / / \ i'' 148.99 3e o' f/x14856 x X 146.92 �S :± '~":a. � / / O° I `Ne ONSTORY RSA .:•/ \ %4 MASONRY \ \ RESIDENCE x x145.87 . ,.. FINISHED FLOOR 144 X 136.50 / ` Ji 17 01 17 (M) +R�� \ X,36.2D x R=466.00'(M) 137 L=138.44' M / \ \ 138.00 w / a f OOD SHED x x 146.09 e » / \ 138 --- '9�\ '�'TB- S41 07 11 E (M) � / \ \' , �� `` ,' ,� • '`'•......---r.."/ j X 149.55 �yo•' 1 \�RJ i 1 -�3 j `((xt49.66' I PARCEL 1 �� 1 \ 1 X R..' P ... X149.76 . AR } S •--••�- ' // 138.90 "``O 360X � ..�y';+'e \ ; ,40.23 139 ....:.•O ., :::�:•'X137.90 t5op6` o d r� I ?s'`' \/gi I �O 1 .--"'� - \ O 1� 47.31 �'. • �x `r '6'S �i .�� /� 139.90 , �,•` P 13A - i 2 1 \`� 1 19 39 M I C) x X o u I h 9 x •••R 4. (w� b f 147.21 .;.35:::::::::: :::•:�n ,3 - 1.20 M o --- 1 R 170 � , 41.30 � I 150.14 A O 41.59 % 1 7 1 I I + >z O �. I - , W x () r F ^� 0 149.41 ! 1 \ i r\ D w • s C� 0 S 4 0 I 5 0 i 'tJ 5• 5 M s 3 3s 44 W E` + TB S 59 40 J C) i X 5 148. 2 ONRY x s� O R� �° ,•:.:,39 6 9 E STORY MAS g 1 A i ON ING:: o s \ + �t1P�p0 5$ Leo• r.or::::; 1 U / BUILD 1 0::•.':><'" 9 ' ED FLOOR = 150.20 r w > 1 0E� \Eip� �p0 0 .;•' �g9. // :::i:::::...• FINISH Lli 150.29x �AaSa. x,3 '-12 �� X148.66 X d "O h O 1 x150.1 to,'ef /' -5 x145.54 x' \ x141.06 /X / S� Pr��J ;?::,. ?/ .� ;:;.v"''' ! 'r?:»"''' Li- X 149.62 150.00 i x A W '\ik \\ X OJ(� ' :r.•�S .'::::;;T 141.9 J� tYU':.. ' •.:•t'O• R x,3a51 R/W X149.23 ,•f• 96 / X k; :::'`• .,:,::!.;;>•''"'~' O Ln I 141. 1 /X Z :; X X149.39 ,4�99X 1 X ' „ _.,�4...•::::• 1,yJ� •yh A a k I- X X X X143.87 �\ ::'% / w X ' 150.21 X X X X�X X X X - :,0•: .:,AF• y / : • t}; :: X X WOOD SHED'o x X \ ,39.77 '�41 +j2 142 140.8 iN .•':��40.67 / r• �9�y.....,..,.. 3g66 / w X X,49.82 X,49.15 i3 P 09 I X \ ��h`1-. +�� X145.6/iX 3 SS'%•;: (n I 137.40 141.85 LL.I a 0 l 147.65 X//(Z \/ q.3 :::;:•::a:::: <.un.................................._ <. AV 144 64 1 `\, z= •140.39 +^ t%:::: rJ I x x #j I b', m X 150.22 151-� x X 146.79 E S�oRY GREENNOUs� oN X 149.71 X- 150 -- 149.07' PO�RCEL 3 LES , pP L/ 149.51X ,5o83 X,5\�� _ -148 48.66 X 146. ,k9 �C3CMS X 48.80 149 N 86'57'17" W (D) N 8657'26' W (M) SOUTH LINE OF THE NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 5-22-28 ' 321 O� S j3'3�29 `D) ,45,OX � 18 14 .2 PARCEL 2 LESS OUT '.08 14), X 147.88 X' 6 6 X/ 5• M 1.0 2 �Di X 144.64 3 p9 143.36 x ' 6 143.99 146.04 146.13x 1319.0'(D) T:• !:.1. ry}:: 40.35 41.84 `xry x .75 x141.17 aN ::� [� X136.90 •' +ram`^ ;; `• �A• / ��/k�• o / h^O A PARCEL 2 x,4o.DD : o 6� LESS OUT X 3v 3 M OM NNj : 00 < y'n :. W - POINT OF BEGINNING U PARCEL 2 LESS OUT O SOUTHEAST CORNER OF V NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 5-22-28 J RECOVERED 1-1/2" M IRON PIPE IN WELL BOX U CCR # 66240 3 SOUTHEAST CORNER OF a I NORTHEAST 1/4 OF a SECTION 5-22-28 M RECOVERED 1-1/2" o IRON PIPE IN WELL BOX CCR # 66240 N I V GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. w D Cl) V/ W U. 0 N U_ w _ z a o CL = O J ac 0 u- (n I- z ® N N 0 O O U 0- = w Z z ® 0 O z W O r 0 Q U w Z f!) D m0 W w z 0 w z Q Fy w (/) (.j Q -1W O N (-D O 1- r7 ::DOZ N Q Lli O w Q ry 0 z'�`_1--O L!_ w00::)JJ U r7 (n Q LL- W Z o O U) > Lti D llf O 0 L LL Q 0 JOB # 24033 DATE: 03-03-04 SCALE: 1 " = 40 FEET CALC BY: JLR FIELD BY: JM DRAWN BY: PJR CHECKED BY: JLR SHEET 4 OF 5 132 X126.10 x 130.90 -< 1;, 13, "13 40 1-110 _ U�= uwUW- " I X132.15 X13119 .1-31,915.111".. X 126.60 m 171 j MgL Mw "A 37160111 Tg rbl F.-gj M; A I L 136-20 X- - R/W- - 1351P� ii-f ou X 136.20 X136.10 134 133 x. x x77- ....... . . - X 124.80 Ov X 125.30 125 X124.10 :��, 125.60 128.16"-,� 17, IM V& I w uw- X uw uw Nrl� wl�p X 129.10 X 126.80 12, s GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. X132.90 X131.90 x 129.90 -131 .......... . .. ............ Z' N6, X122 60 .... . . . . . . . X119.70 -�R/W-' lig 18 W 5D *00 � �.;096 12 2220 D Po . . . . . . . . . . . . . X115.06 oNN A 118.60 A15. 0 ...... ..... . . . . . . . . . . . . . . X114.60 ROAD . . . ......... ............ . ... NA OCOEE ................ ................ X uw ... ......... 40 121.73 uw C 123. A ?-A 1. 1860 X114.( 11 23.00 �-uw X 122.50 X120.80 W-Ull 123.50 -uw _Uw uw� 1, ** . . . . . . . . . X117.67 ........... . . . . . . . . . . . . ....... X 119.37 X120.27 ... 9R X122.14 .10. X115.50 X126. 0 123.60 3r CP Vx 126.50 Ld UJI m ............... ............... . . . . . . . . . . . . . . . . . . . . X116.90 (o X119.60 __,121.40 R/W- 77 1-30 10 (9 - k 119.74 Y x x -A-iii-va , \ 118.6 ■ CQ )0-- w D Cl) w U- 0 00 CM w z < < (L w (L CK, 0 a: 0 D li OL. 0 CO 0 O C', 04 0 0 OL 1 (.) F- oc Zo Lu ® C� o 0�- <z z 0 < z cn D m0 Ld U) o Lli > < V) n Ld U) in ::E < 0 -1 0 LLj 04 (-D 0 F- r-) ::D 0 Z x 0 N 0 < ry LLJ 0 Ld Er- 0 z Lo 1-- 0 U- LLJ OC) ::D -J _j (-) t-) V) < I -_ 5-: m te) C11 pe) r- (D Lr) V) V) Ld z V) m ui V) z LLj Ld iE U) Ld 0 z 0 U) Ld U) 0 JOB # 24033 DATE: 03-03-04 SCALE: 1 " = 40 FEET CALC BY: JLR FIELD BY: im DRAWN BY: PJR CHECKED BY: JLR SHEET 5 OF 5 (33,500 NS.F.) TRACT C /\ PROPOSED PVC iu FENCE WITHIN EASEMENT (TYP.) FIF 152.3 TYPE A SOILS LEGEND ENTIRE SITE PARK AMENITIES WILL INCLUDE Z\ TOT LOT AND GAZEBO. 270 S .F WILL BE ALLOTTED FOR THE GAZEBO . /\ O 3|OEVW�UN �l�P� /r-- ` ''/�L� IPS' 2 ~ /\ TCT | �/-� TBL/-\| /_p�/ �/ ` / � �-_ 05-22-28-0000-00+036 ORANGE COUNTYZ— LINE OF SIGHT /\ ZONING: A-1 /\ 5��\ TYPE i | | ACT F N\� ' FF� / r�W@. .�v- rF= N1� � 15lo Y��. �'� _��' `�M�� -�>' 152�0 j LAND USE— OWNERSHIP Z MAINTENANCE RETENT|[lN /RE[`REA7lON A[lA��T��T|�l�y��T|O� A�� .,`- .`_., .....,� n.-...``-,. ,.`^.. . .^^,, RECREATION AOA�[l�� |T� O� �l��)�� ROADWAY ... . . CITY . = ^^"°._�_ ||�T �T�7l�� l�� `[lU�T� LIFT ~^.'`..^^.. ~.,'.,~^_ COUNTY . �|[��J A�� ~'=` ' '^~'` c�|[�KJ A�l� ^^.^^. . . .~' ` REUSE WATER /\ ORANGE COUNTY znwwG: A-1 PROPOSED STORM � SEWER (TY9) 'm! \ N�� 1�� ' �0NU K U� , ~� - \TRACT G LIE A IN 27 di < TYPE A 2.3 0 ou .7 15 .0 151.3 FF= ORANGE COUNTY 155.3 0 CITY OF OCOEE NN\ TYPE A ZONING: CITY PARKS 151.5 0 10' WALL D LANDSCAPE Ty 25 5.5 EASEMENT FF= In E TYPE 2A f��E . \ - 153.o 3 5.0 .0 5 TO BE REMOVED PROPOSED SANITARY SEWER (TY9') FF= ORANGE COUNTY 50.0 -/TRACT A 46-1 )PE C 7-O7-A| A 153, u7 FF FF FF*zt-/ 1j;R 152.6 E B E PE A TY 9 Alm FF- MOD 152.0 TYPE A PE A TYPE A o TYPE MOD ffl MOD I — EXISTING STRUCTURES 0BEREMOVED m��-��1�-��10 �- ORANGE COUNTY �� 7n°'"". � ��` .~.,~ ._ /\ TREE PROTECTION BAF DR|PUNE NOR7H AVENUE DR|PUNE (MIN) —DRIPUNE (VARIES)— cL/AIN Vir-VV ENCE LOCATION (MIN."0%FROM oRIPuNEr~- ~_ ��__ DRIPUNE Ai,/�APROTECTIVE TREE BARRIER « GRAPHIC SCALE ( IN FEET ) 1 �7 ..^^' ��~ �1�� '`°. \.^'^"-�,m� � �7 ^�^^.' ��. /�1 ��\ '`^' \`^.'.^��/ �7� "^' ' ��` y1�� ' `^^^ �.~."_`^�� ^°� | �f` �� '`", \��,��m� OO� ",="- �y~ /�� | | ' `^^, \`^,"_^^m�/ . O O1 `^^" ' | | �[` /� 1 �� ' `^^' \"` '`^�� O O1 °`^^ ' ��` �� 1 �� | ' `^^` �`'^ ' ~^^�/ | / \ CONNECT TO EX. 12" F.M. ATCLARKERD. ICLARCONA OCOEE ROAD IMPROVEMENTS BY ORANGE COUNTY �� Z/1ROW WIDTH VARIES CLARCONADCOEE u M /\ TCLJ| |NE «�A�� K��" /\ SITE DATA: /'�L 1SECTION 5: TOWNSHIP 22 SOUTH; RANGE 28 EAST. 2. CURRENT ZONING: R_1&A, FUTURE LAND USE: LOW DENSITY RESIDENTIAL 3. OVERALL SITE CONTAINS 30.483 GROSS ACRES. 4. SUBJECT PROPERTY |S UNDER CONTROL OR OWNED BY APPLICANT. 5. TOTAL NUMBER OF LOTS: 55 8. PROPOSED DEVELOPMENT. SINGLE FAMILY RESIDENTIAL. 7. RESIDENTIAL DENSITY ~~ 3'24 DU/AC. 8. PROJECTED SCHOOL AGE POPULATION = 0'65 X 55 = 36 8. MINIMUM LOT SIZE: 8,000 8F. 10' MAXIMUM BLDQ HEIGHT = 35 FEE'[ 11' SETBACKS: FRONT. 25' REAR: 30' SIDE: 7.5' (25- FOR SIDE A 12' FLOOD HAZARD FOR THE AREA IS ZONE "h". ACCORDING TO FLOOD INSURANCE RATE MAP 12095CO210E OF ORANGE COUNTY ZONE ^X^ ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLDODPLA|N 13' TOPOGRAPHY PROVIDED BYALLEN &x COMPANY, |NC- 1^L NO SITES FOR PUBLIC USE ARE PROPOSED. 15' AOT= 55 UNITS x 10 TRIPS PER OAY= 550 TRIPS PER DAY. 16' PROPOSED DEVELOPMENT WILL BE DEVELOPED IN (1) PHASE. 17' THE MAXIMUM IMPERVIOUS SURFACE AREA OVER ENTIRE SUBDIVISION IS 70% ROADS/PAVEMENT 2.15 AO LOTS 7'85 AO TOTAL IMPERVIOUS AREA 10.10 AC (GD%OF TO SUBDIVISION AREA) 18' COORDINATION WITH ORANGE COUNTY IS ON GOING FOR UTILITIES CONNECTIONS ALONG CLARCONA OCOEE ROAD. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 00 EL 00 LLJ 04 LLJ Elf ry 0 CD CD a 000 DATE: 05/27/04 DESIGNED BY: JTP APPROVED BY: CMM Q CONDITIONS OF APPROVAL 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, 27. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATIONAL PURPOSES ONLY. FINAL EASEMENT CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM CITY REQUIREMENTS. THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 28. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 2. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL 29. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. REPLACING THOSE USES. 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH 30. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL BY THE CITY COMMISSION. SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 31. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND POND. RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT TO 32. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF ONE DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. FOOT. 5. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD 33. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE FOLLOWING PROVISIONS: REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. I. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO ii. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TREES ON SITE. TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET III. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND AROUND EXISTING PROTECTED TREES TO BE PRESERVED. THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE 8. ALL U11LIlIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE DISSOLUTION OF THE ASSOCIATION. PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. iv. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA 9. EACH RESIDENTIAL LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT, AND ONE STREET TREE SECRETARY OF STATE. WITH A MINIMUM SIZE OF 10 FT. IN HEIGHT AND 2 INCH DIAMETER AT BREAST HEIGHT (DBH). V. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, 10. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH 11. UNLESS OTHERWISE INDICATED, ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE BENEFIT OF THE HOMEOWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACT10N AT THE DECLARANT'S EXPENSE AND OWNED BY THE INDIVIDUAL LOT OWNERS. TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 12. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO vi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. viii. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 13. ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE 34. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. TREES AS MUCH AS POSSIBLE. 14. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR 35. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. PLAN. 15. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA11ON SHALL BE 36. THIS PROJECT SHALL BE DEVELOPED IN ONE (1) PHASE. CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 37. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO 16. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT OF WAY AS A RESULT OF THE CONSTRUCTION ACTIVITIES ORANGE COUNTY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 17. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 38. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON THE WAIVER TABLE. 18. ALL U11LIlIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 39. THE DEVELOPER SHALL COMPLY WITH ORDINANCE 2001-19 RELATING TO COMMUNITY MEETING ROOMS. 19. ALL UNDERGROUND UTILITY SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL 40. ALL BUILDING SETBACKS FROM ALL RETENTION PONDS SHALL BE 30 FT. FROM TOP OF BANK IN SINGLE MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAT 5 FT. FORWARD OF THE FAMILY PARCELS. FROM BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FT. IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT -OF WAY. 41. A 5' WALL AND LANDSCAPE EASEMENT SHALL BE PLATTED ADJACENT TO INGRAM ROAD. THE DEVELOPER SHALL CONSTRUCT A 6' HIGH BRICK WALL ALONG INGRAM ROAD, ALL WITHIN THE 5' WALL AND 20. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND LANDSCAPE EASEMENT. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND DEVELOPMENT CODE. LANDSCAPING WITHIN THE 5' WALL AND LANDSCAPE EASEMENT EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 21. A HOMEOWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 42. A DRAINAGE EASEMENT SHALL BE DEDICATED TO THE CITY OF OCOEE ALLOWING STORMWATER FROM INGRAM ROAD TO DRAIN INTO THE TRACT B RETENTION POND. 22. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF INCORPORATION OF THE HOMEOWNERS' ASSOCIATION, AND WARRANTY 43. THE DEVELOPER AND/OR THEIR SUCCESSORS, SHALL BE RESOPNSIBLE FOR THE MAINTENACE OF ALL DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPERANCE OR A PORTION OF THE PROPERTY. FREE OF REFUSE AND DEBRIS. 23. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, ALL INTERIOR SUBDIVISION ROADS WILL BE DEDICATED 44. UTILITY EASEMENTS TO BE DEDICATED TO ORANGE COUNTY. TO THE PUBLIC. 45. DRAINAGE EASEMENTS TO BE DEDICATED TO THE HOME OWNERS ASSOC. 24. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS A AND B (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE 46. THE HOME OWNERS ASSOCIATION WILL OWN AND MAINTAIN ALL COMMON AREAS AND FENCES. HOMEOWNERS ASSOCIATION. 47. SIDEWALKS TO BE CONSTRUCTED THROUGHOUT THE ENTIRE PROJECT IN COMPLIANCE WITH THE CITY OF 25. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETEN11ON PONDS TO THE HOMEOWNERS' OCOEE. ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER 48. 10' UTILITY EASEMENT ALONG ROW. MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH 11ME AS: (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION 49. ALL PONDS TO BE DEDICATED TO THE HOME OWNERS ASSOC. ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE S0. ALL WALLS AND FENCES SHALL BE OWNED AND MAINTAINED BY THE HOA. CONVEYED TO THE HOMEOWNERS' ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS' ASSOCIATION, (111) THE HOMEOWNERS' ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE 51. REUSE CONNECTION FOR PROPERTY TO THE SOUTH WILL BE COORDINATED AT FINAL ENGINEERING, AND RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN WILL BE DEDICATED TO THE CITY OF OCOEE. EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN 52. THE DEVELOPER SHALL CONSTRUCT THE FOLLOWING ROADWAY IMPROVEMENTS: INGRAM ROAD SHALL BE PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE IMPROVED TO THE SECTION AS SHOWN ON THE PSP, AND IN ACCORDANCE WITH THE FINAL SUBDIVISION DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS' PLANS. NEITHER THE DEVELOPER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THESE IMPROVEMENTS. 26. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 2' Q MIN P /L LANDSCAPE - EASEMENT 10' 2' 10' 7 12" (TYP.) - L CONC SIDEWALK (TYP) LMATCH EX. GRADE LANDSCAPE BUFFER ELEV. = 149.20 WALL Q 9 60' R/W 24' C/L ELEV. = 149.40 2' 1 10' TYPE "F" CURB (TYP.) � ASPH CONC. (TYP.) - \\ BASE (TYP.) MATCH EX. GRADE SUB BASE (TYP.) TYPICAL 2 LANE INGRAM ROAD RIGHT OF WAY SECTION N.T.S. P /L 50' R/W 4' 7' 224' 2' 1 7' 1 4' MIAMI CURB (TYP) 7-- ASPH CONC F_ � --I f-- " 12" (TYP) --I 126" THICK STABILIZED SUBGRADE (TYP) (TYP) CONC SIDEWALK (TYP) BASE SUBBASE *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. r9O"2A TYPICAL 50' RIGHT OF WAY SECTION N.T.S. P /L LANDSCAPE 60' R/W EASEMENT 10' 2' 1 12' THROUGH 12' LEFT TURN 10' LANE LANE 2, EXISTING PAVEMENT L MIN 6' ASPH CONC (TYP.) %% MIN C/L ELEV. = 148.40 4 7 z12" (TYP) --- I-- ONC SIDEWALK (TYP) LANDSCAPE BUFFER MATCH EX. GRADE WALL ELEV: = 148.17 P /L FENCE EASEMENT 10' 6' Q 2, MIN11 12" (TYP) 12' THROUGH 2' 10' LANE TYPE "F" CURB (TYP.) \ ASPH CONC. (TYP.) \\ MATCH EX. GRADE BASE (TYP.) SUB BASE (TYP.) 6" THICK STABILIZED SUBGRADE (TYP) *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION N.T.S. 60' R/W 10' 2' 12' THROUGH 12' LEFT TURN LANE LANE EXISTING PAVEMENT ASPH CONC (TYP.) C/L ELEV. = 144.15 12" (TYP) - (-- CONC SIDEWALK (TYP) )MATCH EX. GRADE ELEV. = 144.0 ALUMINUM FENCE WITH BRICK COLUMNS 0 Im MEDIAN CURB (TYP) 70' R/W FDOT TYPE A 4' 6' 2' 1 12' 1.33' 7.34' 1.33' 24' 1 2' 1 6' 4' /-MIAMI CURB (YP) //_ASPH CO C 12" (TYP) 12' THROUGH 2' 10' LANE TYPE "F" CURB (TYP.) � ASPH CONC. (TYP.) \\ BASE (TYP.) MATCH EX. GRADE - SUB BASE (TYP.) 6" THICK STABILIZED *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE SUBGRADE (TYP) LAND DEVELOPMENT CODE. TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION N.T.S. / � [_:-) 1-- 12" (TYP) 12" (TYP) 6" THICK STABILIZED SUBGRADE (TYP) -CONC SIDEWALK (TYP) ZIBSE SUB BASE *NOTE: MATERIAL DEPTHS SHALL MEET CITY OF OCOEE LAND DEVELOPMENT CODE. 0 902E TYPICAL 70' ENTRANCE ROAD RIGHT OF WAY SECTION N.T.S. 25' An VARIES 25' POND 1 TOP ELEV. = 152.5 BOT. ELEV. = 147.5 POND 2 TOP ELEV. = 148.5 BOT. ELEV. = 140.5 ALL DRY RETENTION PONDS WILL BE UNFENCED so2c TYPICAL POND SECTION - N.T.S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 VI W o o izz O N N r,.) 0 LJL_cn w i > z co a x QED H O WJ O O O .� O z Lo F- z W W � U M N 0 ap o M m w L, j d c� z w (= z 0 0 C=� w F- N ELI Q _ ` ¢ iR o U z D a - L� o Elf C W W Li J < < z � �5 ¢ z U w w U cn F- M M w w 0 0 v � w w CD CD 0 0 0o z O U U � d d W U) En 0o W o �r E- N N Q o � �-Nrod Lrcor_00(3)0 JOB # 24110 DATE: 11 /11 /04 SCALE: NTS DESIGNED BY: JTP DRAWN BY: BAN APPROVED BY: CMM PSP-2 Prepared for: Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 daly design group inc. Land Planning .Landscape Architecture .Project Management 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Phone 407.740.7373 •Fax 407.740.7661 . www.dalydesign.com Ingram Trails Conceptual Landscape Plans March 2005 3-25-05 Revised per City of Ocoee DRC Comments I 0 I PARC O .O 30 31 32 29 33 28 f( 34 35 27 i. 37 36 26 38 3 39 25 1 �dsP�dp� 40 2 - 24 55 41 3 °e 54 42 23 4 l 43 53 5 I 44 6 52 45 i 21 See Plan CLS-1 for lift station 20 51 i� 7 19 50 e 49 48 47 46 8 ya� ¢ 18 ...... .,.f......7QA(I"7 8TREET ...,.,,..„...,. ...y .....sir ............... �me--- b O os�: W 17 10 ^C R�ONP 16 15 14 13 w w 0 O _' 0 -- — U I --T KeyMa p NORTH Not To Scale SHEET INDEX SHEET DESCRIPTION Key 1 Key Sheet CLS-1 CLS-4 Conceptual Landscape Plans CLS-5 Conceptual Detail Plan APR 0 5 2005 2434 Typical Ingram Road Buffer Treatment (See sheet CLS-2) • Six (6) foot brick wall with columns 50' o.c. • One (1) shade tree for every fifty (50) linear feet of right-of-way. When allowable per the Final Subdivision Plan, existing trees and native tree species will be utilized. • Hedge and ground cover running the length of the buffer walls Start PVC Fence; Color Tan See Sheet CLS-4 for Park Street Trees 63 QV's LOT TREE, THREE PER LOT (TYP.) SEE PLANT SCHEDULE. See Ingram Road Entrance Plan (This Sheet) STREET TREE, ONE PER LOT (TYP.) SEE PLANT SCHEDULE. 17 51 I L _-J i...., I 50 '- qg� ' 8 W J I 1 g� i 48 47 46 0 I I L �L L I L _I Q� Er I r f 9 W � � I 18.................�.,,,,..........,...............-..,,. �.,,.,. qIN STREET .. . I I I F F F / 10 17 16 15 14 13� I 12� 11 \ I I L L L L L L - - - - - - - _ - NORTH AVENUE End 6' PVC Fence A Park Plan LS-4 1" = 100, CM w 10' Wall /Fence o Easement o z -------- _______ O ` 6' Aluminum Fence � with Brick Columns g U — — — -1 2" Square aluminum tubing with chamfered aluminum post cap 2" Top rail --,, Finish grade 1 1 /2" Bottom rail -� 2'-0" I -- '000E Typical Aluminum Fence Elevation Not To Scale Atlantic Foam Column Cap PC 14, or equal. Atlantic Foam Cap PC14, or equal Typical Residential Lot Treatment • Within five (5) feet of the right-of-way of each street within the residential development, one (1) shade tree for every fifty (50) linear feet of right-of-way. The trees shall be placed alternately on either side of the street. When allowable per the Final Subdivision Plan, existing trees and native tree species will be utilized. Trees located on residential lots will be counted towards the three tree per lot requirement. • All residential building lots shall have, at a minimum, three (3) trees per lot. Said trees shall be at least two (2) inches in DBH and at least ten (10) feet in height. All required yards shall be sodded. Ingram Road Entrance Plan 1 " = 20 0 2'-0„ 50' o.c. n AII.. ^A11 fN_I.- rr'\/M\ I IGIIjl IL LV Uri II IGCtJUI UU II VIII LI Iri III IIJI IGV Ij ICt.J0 VlI which ever side of the wall is higher, front or back. Typical Road Buffer Wall Elevation Not To Scale Atlantic Foam Column Cap PC 14, or equal. �— Atlantic Foam Cap PC14, or equal 0 GV 441M Sign panel centered between columns. Brick wall /� 2'x2' Square / brick column Typical Road Road Sign Elevation Not To Scale NORTH O ■ 000000 Finish Grade N O U O) S (D UCZ E om CL)co cz po d- o a� t c" rn U �0i CZ L Q Q— a- u- i O CZ ` � L co Y� Q U Q W J > 7 W C C CIO °- z � �� T J CY) Cn } m z W O v c� o z w O O O CD CO O w U Ir W CL W Ir o LLJ Lri Q N � T M G C1i CU C �LJ�• a V� CID -L Cn C .9 C: LL ai CU N - U U � O C/) U � C PROJECT NO. 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-1 A Buffer Plan LS- 1 " = 30' Typical Road Buffer Wall (See Elevation) Note: Centerline of walls, and ,-.Q, XA/.,Il fence are to be minimum S from NORTH(r .0 0 N'�o V'-� ,", I-': � o Date: E O U O1 � N 70 O tl7 U� E oCY) gCY) oC5 1;4- Q� 0) M0) I-- C)o U criN Q4 0 CZ C Q U) Z .� (ll > 7 •� C C � IL C� -0 z --j J U m 9 W O U U z w O Ui 0 O U O U u- U) O w H U M w a w CO LO W CD N Q co r W L Q� �S .0 r� CL C LL UJ \ . � .a VJca L —Co F— � � ai 0 J C " 75- 050 � o C N � U � O U) U 2:% t6 C .E N L PROJECT NO. 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-2 0 Note: Centerline of walls, and fence are to be minimum 5' NORTH to, ot 30'.0 E O U � C U� o m �C') po d- �ti coo c 00 (1 N co Q. °� LL o i L � L (3) Q Q U Q �.} --' 7 �C c roo a z � a� cts J � U m W O U U Ir ❑ Z W O W O U o Ir LL U O w U CL LU W U) Ir O W Sri Q N ❑ c >> �-- W _CU Cn CU FL CL (D U- uJ ca M •— (n � o LL d. ai CU 0 E U O O c- U CU � U O C/) U � cU c .E T ORANGE RAILS TO TRAILS - 50' RIGHT-OF-WAY - - A Park Plan LS-3 1" = 20' E O U C � N O 0 U� a� E o CY) a� co po 0 m co rn c 00 C) N o7 LL i L �o� �_ c Q Q O U Q W J j C z m � Z } m z 0 ff Fr U w Lu o= tC3 CL N cn cu M CL CQ a) .� tla OL LL — t) cu V C ' Co -s o cu F- cu 0 0 — 0 O U) L �i .E a� PROJE O. 2434 SCALE 1"=20' DATE Dec. 2004 SHEET CLS- NOTES: 1. WASHINGTONIA AND SABAL PALMS INSTALLED W/BOOTS AND SKIRTS INTACT 2. SEE PLANS AND SPECS. FOR PALMS W/BOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER 4. CONTRACTOR SHALL ASSURE ADEQUATE PERCOLATION OF ALL PLANTIN PITS PRIOR TO INSTALLATION. 2"x4" WOOD STAKES PAINTED BROWN PRUNE AND TIE FRONDS WITH HEMP TWINE TWO LAYERS OF BURLAP TO PROTECT TRUNK Y TWO STEEL BANDS TO SECURE BATTONS FIVE 2"x4"xi B" WOOD BATTONS PAINTED BROWN 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE 2" MULCH �- BERM SOIL TO HOLD WATER PALM TREE GUYING DETAIL SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. FINISH GRADE PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE Plant List Quanti SYMBOL BOTANICAL NAME 32 AJ Trachelospermum asiaticum minima 6 AR Acer rubrum 16 CA Crinum asiaticum 206 DI Dietes iridoides 1031 DT Dianella tasmanica 1709 JC Juniperus conferta compacts 'Blue Rug' 199 IF Illicium floridanum 4 LIN Lagerstroemia indica'Natchez' 50 PE Pinus elliotti 3 PO Platanus occidentalis 39 QV Quercus virginiana 26 RIA Rhaphiolepis indica alba 302 SAT Schefflera arboricola'Trinette' 110 Sb Spartina baked 26 SP Sabal palmetto 13 TD Taxodium distichum 375 VO Viburnum odoratissi mum BAHIA SOD Bahia STREET TREES NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x B' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED NOT TO SCALE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE 6" TYP_ COMMON NAME Dwarf Asian Jasmine Red Maple Crinum Lily White African Ids Blueberry Flax Lily Blue Rug Juniper Anise Crape Myrtle, White Slash Pine Sycamore Live Oak Indian hawthorn Schefflera Trinette Cord Grass Sabal Palm Bald Cypress Sweet Viburnum Bahia Sod 4'TrP. SHRUB AND GROUND COVER DETAIL VARIES WITH PLANT BALL LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. SPECIFICATIONS min., 1 gal., full pot, 24" o.c. min., 30 gal., 10'ht x 5' spd, 2"cal. min., 30" overall ht., full plant, 36" o.c. min., 3 gal., 18" ht., full pot, 24" o.c. min. 1 gal, 12" ht., full, 16' o.c. min., 3 gal., 18" spd., full, 18" o.c. min., 3 gal., 30" ht. x 24" spd., 36" o.c. mina, 30 gal., 8' spd. x 6' spd., multi -trunk min., 30gal., 2" cal, 8-10' ht.x 5-6' spd. min., 65 gal., 12' ht. x 10' spd., 2 1/2" cal. min., 100 gal., 3 1/2" cal., 14' ht. x 8' spd. min., 3 gal., 18" ht. x 18" spd., 24" o.c. min., 3 gal., 18" ht. x 20" spd., 24" o.c. min., 1 gal., 24" overall height, 24" o.c. see plans for ht. min., 7 gal.; 36" overall height min., 3 gal., 24" ht. x 24" spd., 36" o.c. solid sod, green side up SHRUBS SHALL BE PLANTED 2' HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER NOT TO SCALE 1/2" DIA. BLACK RUBBER HOSE TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER TREE TURNBUCKLE AND WHITE FLAGGING 3" MULCH RING WIDTH OF PLANTING HOLE NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL 2"x4" WOOD STAKES OR #5 REBAR 24" LONG 3" BELOW GRADE PLANT TABLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" shredded cypress mulch or equal. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. 8. All landscaping shall conform to the City of Ocoee standards. 9. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 10. All landscaping areas shall be 100% irrigated with an automatic irrigation system. 11. The developer and /or their successors, shall be responsible of the maintenance of all landscape areas. Landscape areas shall be kept in a neat, healthy and orderly appearance free of refuse and debris. The city shall conduct periodic inspections to assure that all "required" plant material is in good, healthy condition. 12. All plant material will conform to the City of Ocoee LDC. +" f + + NOTE: ALL SHRUBS AND GROUND COVER MASSES + + + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + + + + + INDIVIDUAL PLANT SPACING W. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE E O V N Cn U—q QCf) 0 �m o� c coo C) N c� 0 O 0 EL i Q� �Q c: W � Ti u� V C 7 7C) CTJ� 09 z 0 o= 0 U) W 0 W Q 0 C _ca n CD cCU G C CU �— U u /� \V V! � cu L . _ `� /IW�1 C:♦♦L— u c� 0 l.� Q Ci O U -f-+ 0 cu O It 0.0 V U) CU C .E L PROJECT N0. 2434 SCALE As Noted DATE Dec. 2004 SHEET CLS-5