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Item 22 Approval of Cambria Suites at Ocoee Large-Scale Preliminary Site Plan
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: March 5, 2024 Item #: 22 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Approval of Cambria Suites at Ocoee Large-Scale Preliminary Site Plan; Project No. LS-2023-010. (Zoning Manager Whitfield) Background Summary: Owner/Applicant: The applicant/property owner is Maguire Holding Group, LLC., as represented by Mr. Ruben Larrea. General Location: The property is located in Commission District 3 and generally on the southwest corner of the Maine Street and South Bluford Avenue intersection. Property Size and Parcel ID No.: The property contains approximately 2.6 acres and is assigned parcel ID number 20-22-28-0000-00-074. Existing Site Conditions: The table below summarizes the existing conditions of the property. Current Future Land Use Map Designation Current Zoning District Existing Land Use Overlays/Unique Features Commercial C-2 Vacant with scattered trees No unique features. Within Sub- Area 1 of Target Area 2 of the CRA The property is surrounded by the following jurisdictions, Future Land Use Map designations, zoning districts and land uses. Direction Jurisdiction FLUM Designation Zoning District Existing Land Use North City Commercial C-2 Vacant wooded land South City Commercial C-3 Hotel use East City Commercial C-2 Child care use (under construction) West City Commercial C-3 Commercial retail & retention Proposed Development: The proposed Cambria Suites at Ocoee Large-Scale Preliminary Site Plan consists of a 6-story hotel with 117 rooms and a 1,500 SF restaurant on the sixth (6th) floor. The property is zoned C-2 and is subject to the development standards of the C-2 zoning district. However, it is also located within Sub- City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org area 1 of Target Area 2 of the Community Redevelopment Area (CRA) and, as such, also benefits from the provisions of the CRA Target Areas Special Development Plan (SDP), which includes more flexible and alternative standards that allow for flexibility in design. The Target Areas SDP allows a minimum of zero (0) feet building setback in Sub-area 1 but does not have alternative parking and loading ratios for hotel uses. Therefore, the proposed Preliminary Site Plan includes a waiver table to request waivers as follows: • Building Setback - North: from 25 feet to 9.79 feet • Building Setback - West: from 25 feet to .61 feet • Number of parking spaces: from 133 required spaces to 108 proposed spaces (based on a parking study attached). Per the applicant's parking study, anticipated parking demands are as follows: 75% occupancy rate (25% vacancy rate) for the hotel, 8 parking spaces for employees (based on work shifts), and 8 parking spaces for food and beverage use. • Number of loading spaces: from 3 loading spaces to 1 loading space • Maximum Building Height: from 5 stories to 6 stories Staff supports the requested waivers since the vision for CRA Target Area 2, particularly with the planned wide-walks and round-about at Maine Street associated with the Bluford Streetscape Project, is for this area to be developed with suburban and urban land uses with a pedestrian-friendly environment and with buildings at maximum heights of 5 stories to 8 stories. Stormwater: Stormwater will be provided on-site, and engineering for the retention pond will be reviewed during the Final Site Plan review. Access: Access will be provided by a full driveway off of Maguire Road and a right-in/right-out driveway off of Maine Street. This development will also provide a vehicular interconnect to the existing hotel on the south. Utilities: The Utilities Department has approved the proposed Preliminary Site Plan and provided guidance to the applicant for the utility engineering for the Final Site Plan. Issue: Should the Honorable Mayor and City Commissioners approve the Preliminary Large-Scale Site Plan for the Cambria Suites at Ocoee hotel development located on the property assigned parcel ID number 20-22-28- 0000-00-074? Recommendations: Development Review Committee Recommendation The DRC met on Tuesday, February 6, 2024, to consider this item and, following discussion, made a recommendation of approval of the Large-Scale Preliminary Site Plan for the Cambria Suites at Ocoee Hotel development subject to the following conditions: 1. The alignment and engineering of the driveway at Maine Street will not conflict with the round-about, 2. A development agreement may be considered to address the re-alignment of this driveway, if needed, during the final design and construction of the round-about and 3. Staff and the applicant will continue to look into additional parking options at the time of final site plan review or future projects in the area. Planning and Zoning Commission (PZC) Recommendation The PZC met on Tuesday, February 13, 2024, to consider this item. Discussion was relative to parking and the restaurant use. The applicant team stated that their client now owns the property directly across from this property on the north side of Maine Street and that should additional parking be needed in the future, they would have the means to provide such parking. Also, the applicant stated that the restaurant in the hotel City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org would be operated by the hotel and not a separate end user. Following discussion, the Planning and Zoning Commission made a recommendation of approval of the Large-Scale Preliminary Site Plan for the Cambria Suites at Ocoee Hotel development subject to the DRC Conditions of Approval. Staff Recommendation Staff recommends that the Honorable Mayor and City Commissioners approve the Preliminary Large-Scale Site Plan for the Cambria Suites at Ocoee Hotel development located on the property assigned parcel ID number 20-22-28-0000-00-074, subject to the following conditions: 1. The alignment and engineering of the driveway at Maine Street will not conflict with the round-about, 2. A development agreement may be considered to address the re-alignment of this driveway, if needed, during the final design and construction of the round-about and 3. Staff and the applicant will continue to look into additional parking needs at the time of final site plan review or future projects in the area. Attachments: 1. Location Map 2. Aerial Map 3. Surrounding FLUM 4. Surrounding Zoning 5. Preliminary Civil Plans 6. Maine St Driveway 7. Preliminary Landscape Plan 8. Rendering 9. Parking Study 10. Legal Ad Financial Impacts: N/A Type of Item: Public Hearing S B l u f o r d A v e Maine St W Colonial Dr E Geneva St Maguire RdRichmond AveLake Bennet DrO a s i s P a l m C i r Access RdCambria Suites Large-Scale Preliminary Site PlanLocation Map I Maine St Maguire RdS B l u f o r d A v e Richmond AveO a s i s P a l m C i r O a s i s I s l a n d D r Access RdMercantile Ct I 0 125 25062.5 Feet Cambria Suites at Ocoee Large-Scale Preliminary Site Plan2022 Aerial Photography COMM HI Maguire RdS Bluford A ve M a i n e S t M e r c a n t i l e C t Cambria Suites Large-Scale Preliminary Site PlanSurrounding Future Land Use Map Created: month year Development ServicesDepartment I 0 120 24060Feet Subject Property Future L and Use C lassification:Low De nsity Residen tia l (LDR )Medium Den sity Residential (MDR)High Density Resid ential (H DR)Professional O ffices and Se rvices (PS)Commercial (COMM)Light Industrial (LI)Heavy Industrial (H I)Conservation/Flood plains (CONS)Recre ation a nd O pen Space (REC)Pub lic Facilitie s/Institutional (INST) C-2 C-3 I-2 C-2 M aguire R d M a i n e S t Cambria Suites Large-Scale Preliminary Site PlanSurrounding Zoning Map Development ServicesDepartment I 0 120 24060Feet Created: month year Subject Property Zoning C lassification:General Agricultural (A-1)Sub urban (A-2)Single-Family D welling (R -1 AAA)Single-Family D welling (R -1 AA)Single-Family D welling (R -1 A)Single-Family D welling (R -1 )One- & Two-Family Dwelling (R-2)Multip le-Fa mily Dwe llin g (R-3)Mob ile Home Su bdivisio n (RT-1)Professiona l O ffices & Services (P-S)Neighb orhood Shopping (C-1 )Commun ity Commercial (C-2)General Co mmercial (C-3) General Industrial (I-2)Commercia l (PUD)Low Density (PUD)Med ium De nsity (PUD) Restricted Ma nufacturin g& Wareh ousing (I-1) High Density (PUD)Pub lic Use (PUD)Unclassified ACCURIGHT SURVEYS OF ORLANDO INC., LB 44752012 E. Robinson Street, Orlando, Florida 32803www.AccurightSurveys.netACCU@AccurightSurveys.netPHONE: (407) 894-6314ACCURIGHTJOB #56359DRAWN BY: SAHPREPARED FOR:LOCATION:ATLANTIKOS LENDING GROUP, LLC924 AND 1100 MAGUIRE ROADOCOEE, FL 34761PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME:SHEET 1 OF 3SCALE: 1" = 40'BY:REVISIONDATE:JOB #SURVEY DATE:11/16/22BOUNDARY AND TOPOGRAPHIC SURVEYCOPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024COFHEMEBTVGMBB- BOTTOM OF BANK- BACK FLOW PREVENTER- BENCHMARK- BOLLARD-E-- BURIED ELECTRICBWF- BARBED WIRE FENCE- CABLE TV RISER-C-- BURIED CABLE TVΔ- CENTRAL ANGLECBW- CONCRETE BLOCK WALLCC- COVERED CONCRETECF- CONCRETE FLUMECHW- CONCRETE HEAD WALLCLF- CHAIN LINK FENCE- CENTERLINECM- CONCRETE MONUMENTCMP- CORRUGATED METAL PIPE- CLEAN OUTCONC- CONCRETECOVD- COVEREDCP- CONCRETE PADCW- CONCRETE WALKWAYD&M- DEED/DESC & MEASUREDDE- DRAINAGE EASEMENTDESC- DESCRIPTION- DOT INLETLEGENDDOC #- DOCUMENT #DP- DUMPSTER PADDW- DRIVEWAY- EASEMENT NUMBER- ELECTRIC METER- ELECTRICAL BOXEL- ELEVATIONESMT- EASEMENTEP- EDGE OF PAVEMENTFDC- FIRE DEPARTMENT CONNECTIONFIRM- FLOOD INSURANCE RATE MAPFFE- FINISHED FLOOR ELEVATION- FIRE HYDRANT-FM-- FORCE MAINFND- FOUND- FIBER OPTIC BOX-FO-- FIBER OPTIC LINE-G-- GAS LINE- GAS METER- GAS VALVE- GREASE TRAP - GUY WIRE ANCHOR- HANDICAP PARKINGHDPE- HIGH DENSITY POLYETHYLENEINV- INVERT ELEVATIONIP- IRON PIPEIR- IRON ROD- IRRIGATION VALVEL- ARC LENGTHLB- LICENSED BUSINESS- LIGHT POLELSA- LANDSCAPE AREALS- LICENSE SURVEYOR#DIVTSBTRUPTTPTB- TOP OF BANK- TRAFFIC POLE- TRAFFIC SIGN- TRANSFORMER/JUNCTION BOX- TELEPHONE RISER- TRAFFIC SIGNAL BOXTYP- TYPICAL- UTILITY BOXUE- UTILITY EASEMENT- UTILITY MARKER- UTILITY POLE-W- - WATER LINEWF- WOOD FENCEWS- WOOD SHED- WATER VALVE- WATER METER- YARD DRAIN-T- - UNDERGROUND TELEPHONE- STORM INLET- STORM MANHOLE-S- - SANITARY LINESDO- SHOWN FOR DIRECTION ONLYSF- SQUARE FEETSWF- STOCK WIRE FENCEx00.00- SPOT ELEVATION-D- - STORM/DRAIN LINE - SEWER VALVE- SANITARY MANHOLESVSDMEAS- MEASUREDMF- METAL FENCEMS- METAL SHED- MITERED END SECTION- MONITORING WELLN&D- NAIL & DISCNAVD- NORTH AMERICAN VERTICAL DATUMNGVD- NATIONAL GEODETIC VERTICAL DATUMNT- NON-TANGENTNTS- NOT TO SCALEORB- OFFICIAL RECORDS BOOK-OW- - OVERHEAD WIREPB- PLAT BOOKPC- POINT OF CURVATUREPEP- PER ENGINEERING PLANSPF- PLASTIC FENCEPG- PAGEPI- POINT OF INTERSECTIONP&M- PLAT & MEASUREDPOB- POINT OF BEGINNINGPOC- POINT OF COMMENCEMENTPRC- POINT OF REVERSE CURVATURE# PS- PARKING SPACESPSM- PROFESSIONAL SURVEYOR AND MAPPERPT- POINT OF TANGENCYPVC- PLASTIC PIPER- CURVE RADIUSRCP- REINFORCED CONCRETE PIPER/W- RIGHT OF WAYUBGVGFOTERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THESURVEY DATE OR REVISION DATE."THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BYCHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TOSECTION 472.027 OF THE FLORIDA STATUTES."NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THISFLORIDA LICENSED SURVEYOR AND MAPPER." -OR-THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WASAUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371.SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/2357371SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/2357528SNHADDED ADDITIONAL IMPROVEMENTS1/4/2457641N. LINE, NW 1/4, SW 1/4, SW 1/4SECTION 20-22-28N. LINE, SW 1/4, SW 1/4SECTION 20-22-28N. LINE, S. 1/2NW 1/4, SW 1/4SECTION 20-22-28W. LINE, SW 1/4 SECTION 20-22-28 N. R/W LINEWASHINGTON STREETTOWN OF OCOEEPB "A", PGS 100 & 101POINT OF TERMINATIONCURVE DATAΔ=24°30'58"R=2864.93'L=1225.87' DESCCENTERLINEVACATED 60' SEABOARD COASTLINE RAILROAD R/W(ALSO KNOWN AS FLORIDA MIDLAND RAILWAY)TVTVTVTVTVTV TV U P UPXXX6' MF4' BWF6' CLF6' C L F 4' BWF(DILAPIDATED)4' BWF(DILAPIDATED)EPEPASPHALTASPHALTWITNESSMONUMENTDDDDDDOWOWGUARDRAILZO N E " X " ZO N E " A E "ZONE "X"ZONE "AE"FLOOD LINESCALED PER FIRMFLOOD LINESCALED PER FIRMCURVE DATAΔ = 07°44'36"R = 1754.83'L = 237.16'CHORDS32°12'15"E236.98' C&MFND 4"x4" CMNO # (BROKEN)(0.8'S)FND 5/8" IRLB #21082' CONC CURBASPHALTASPHALTEPOWCONC HEADWALL2.8 '4.8'12.3'2.7'5.9'4.6'2.7'1 8 . 8 '25'34.1 'NOT INCLUDEDPARCEL: 19-22-28-0000-00-080OWNER: SOMWARU SATISH MNE CORNERSECTION 19-22-28ANDS. 1/2, NW 1/4, SW 1/4 SECTION 20-22-28EϬϬΣϮϴΖϱϴΗtϰϴϯ͘ϳϮΖΘD ^ϯϲΣϬϰΖϯϯΗ ϭϳϬ͘ϴϯΖΘD^ϯϲΣϬϰΖϯϯΗ ϰϬϯ͘ϲϲΖD ^WEST DESCS35°51'24"E 705.94' DESCN35°51'24"W895.30' DESCS00°26'05"E 853.09' DESCN89°58'30"W1179.80' DESCN11°20'26"W 940.90' DESCN11°20'26"W 110.00' DESCVACATED 60' SEABOARD COASTLINE RAILROAD R/W(ALSO KNOWN AS FLORIDA MIDLAND RAILWAY)L4 X XXXXXXEPXXXXXXXXXXX X X POB(AND)CONC HEADWALLCONC HEADWALLZONE "AE"FLOODWAYZONE "X"TBTBTBTBWITNESSMONUMENTL53 0 ' 3 0 'ANDAND (LESS)PARCEL: 19-22-28-0000-00-031OWNER: BRIGHT HOUSE NETWORKS LLC (NOT INCLUDED) SOUTH DESC NORTH PARCELVACANT - NO BUILDINGS OBSERVEDS36°07'16"E 243.28' DESCSOUTH BLUFORD AVENUE(FORMER STATE ROAD 439)DB 430, PG 30 (66' R/W)L13L14 L15EϬϬΣϮϴΖϱϴΗtϱϭϯ͘ϳϮΖΘD 1. BEARING STRUCTURE IS ASSUMED AND BASED ON THE SOUTHWESTERLYRIGHT-OF-WAY LINE OF SOUTH BLUFORD AVENUE, BEING N36°04'33"W.2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT ORCLIENTS REPRESENTATIVE.3. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THISSURVEY WAS MADE ON THE GROUND. ANY UNDERGROUND UTILITIES SHOWN HEREONHAVE BEEN LOCATED FROM OBSERVED SURFACE UTILITY FEATURES AND/OR DRAWINGSPROVIDED BY CLIENT. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUNDUTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFYTHAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.4. SUBJECT PROPERTY LIES IN ZONE "A" AND "X" BASED ON FLOOD INSURANCE RATE MAPNO. 12095C0220F, COMMUNITY NO. 120185, CITY OF OCOEE, ORANGE COUNTY, FLORIDA,EFFECTIVE SEPTEMBER 25, 2009.5. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED TO. LIABILITYTO THIRD PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED.6. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDASTATUTES.7. THIS SURVEY MADE WITH BENEFIT OF OLD REPUBLIC NATIONAL TITLE INSURANCECOMPANY'S COMMITMENT NO. 332443 A5, EFFECTIVE: MAY 12, 2017.8.- DENOTES A FOUND 1/2" IR, LB #4475, UNLESS OTHERWISE NOTED.- DENOTED A FOUND N&D, LB #4475, UNLESS OTHERWISE NOTED.9. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK "P1699031" HAVING ANELEVATION OF 124.159 FEET, (NAVD 88).10. TOPOGRAPHIC INFORMATION SHOWN HEREON IN THE AREA SPECIFIED BY CLIENT.11. DESCRIPTION SHOWN HEREON CONTAINS MULTIPLE BASIS OF BEARING, THEREFOREBEARINGS SHOWN AS "CALC" ARE TO DEPICT ALL PROPERTY LINES RELATIVE TO ONEBEARING BASIS AND DO NOT REFLECT ANY ISSUES WITH DESCRIPTION.PER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY'S COMMITMENT NO. 332443A5, EFFECTIVE: MAY 12, 2017ALL THAT PART OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OFSECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING WEST OFTHE VACATED FLORIDA MIDLAND RAILWAY, AND MORE PARTICULARLY DESCRIBED: BEGINNING ATA POINT IN THE SECTION LINE ON THE WEST SIDE OF SAID SECTION 20, AT A POINT 10 CHAINSNORTH OF THE SOUTHWEST CORNER OF SAID SECTION, RUN EAST 9 CHAINS MORE OR LESS TORIGHT OF WAY OF THE VACATED FLORIDA MIDLAND RAILWAY; THENCE IN A NORTHWESTERLYDIRECTION ALONG SAID RIGHT OF WAY TO NORTH BOUNDARY OF SAID SOUTHWEST 1/4 OF THESOUTHWEST 1/4; THENCE WEST TO SECTION LINE; THENCE SOUTH ON SECTION LINE TO THE POINTOF BEGINNING. LESS RIGHT OF WAY FOR MAGUIRE ROAD AS RECORDED IN O.R. BOOK 1294, PAGE767 AND IN O.R. BOOK 6138, PAGE 3157, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.ANDTHAT PART OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20,TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING WEST OF VACATEDRAILROAD RIGHT OF WAY.ANDA TRACT OF LAND LYING 30.00 FEET EITHER SIDE OF THE CENTERLINE OF SEABOARD COASTLINERAILROAD AND EAST OF THE WEST SECTION LINE OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28EAST, ORANGE COUNTY, FLORIDA, SAID CENTERLINE DESCRIBED AS FOLLOWS:COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22SOUTH, RANGE 28 EAST, THENCE RUN N. 00 DEGREES 12'54” W. 1646.47 FEET ALONG THE WESTSECTION LINE FOR A POINT OF BEGINNING; THENCE S. 35 DEGREES 51'24' E. 705.94 FEET TO THEPOINT OF TERMINATION. LESS RIGHT OF WAY FOR STATE ROAD NO. 439.LESS AND EXCEPT:COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE RUN NORTH 00°12'54” WEST 691.70FEET ALONG THE WEST LINE OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE SOUTH89°40'46” EAST 342.08 FEET ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20 FOR A POINT OF BEGINNING; THENCE NORTH15°49'19” WEST 290.12 FEET; THENCE NORTH 54°21'11” EAST 150.84 FEET; THENCE SOUTH35°51'24” EAST 455.00 FEET; THENCE NORTH 89°40'46” WEST 310.00 FEET TO THE POINT OFBEGINNING.AND LESS AND EXCEPT:A TRACT OF LAND LYING IN SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY,FLORIDA, AND BEING PART OF TAX PARCEL 20-22-28-0000-00-016, SAID TRACT BEING DESCRIBED ASFOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22SOUTH, RANGE 28 EAST; THENCE RUN N 00°28'46” WEST, ALONG THE WESTERLY LINE OF THESOUTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 1047.57 FEET, THENCE, DEPARTING SAIDWESTERLY LINE, RUN N 89°31'14” EAST, A DISTANCE OF 30.93 FEET TO THE POINT OF BEGINNING,BEING A POINT ON THE EASTERLY RIGHT-OF-WAY OF MAGUIRE ROAD AS DESCRIBED IN OFFICIALRECORDS BOOK 6138, PAGE 3157 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ANDBEING ON A CURVE CONCAVE SOUTHWESTERLY, THENCE RUN NORTHERLY ALONG SAID EASTERLYRIGHT-OF-WAY AND ALONG THE ARC OF SAID CURVE HAVING A RADIUS LENGTH OF 560.27 FEET, ACENTRAL ANGLE OF 03°31'27”, AN ARC DISTANCE OF 34.46 FEET, A CHORD DISTANCE OF 34.46 FEET,AND A CHORD BEARING OF NORTH 12°33'55” WEST, THENCE, NON-TANGENT TO SAID CURVE, RUNNORTH 26°31'57” EAST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 37.26 FEET;THENCE RUN NORTH 20°31'38” WEST, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 47.57FEET; THENCE, DEPARTING SAID EASTERLY RIGHT-OF-WAY, RUN NORTH 85°13'25” EAST, A DISTANCEOF 194.20 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, THENCE RUNEASTERLY ALONG THE ARC OF SAID CURVE AND HAVING A RADIUS LENGTH OF 215.00 FEET, ACENTRAL ANGLE OF 10°11'53”, AN ARC DISTANCE OF 38.27 FEET, A CHORD DISTANCE 38.22 FEET,AND A CHORD BEARING NORTH 80°07'28” EAST; THENCE, NON-TANGENT TO SAID CURVE, RUNNORTH 18°57'02” EAST, A DISTANCE OF 114.73 FEET TO THE WESTERLY RIGHT-OF-WAY OF SOUTHBLUFORD AVENUE AS PER OFFICIAL RECORDS BOOK 3607, PAGE 2027; THENCE, ALONG SAIDWESTERLY RIGHT-OF-WAY, RUN SOUTH 36°07'16” EAST, A DISTANCE OF 243.28 FEET TO THE SOUTHLINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3669, PAGE 1602 OF THE PUBLICRECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID WESTERLY RIGHT-OF-WAY, RUNSOUTH 53°26'56” WEST, A DISTANCE OF 7.36 FEET ALONG SAID SOUTH LINE; THENCE, DEPARTINGSAID SOUTH LINE, RUN NORTH 65°08'01” WEST, A DISTANCE OF 67.18 FEET; THENCE RUN SOUTH85°13'25” WEST, A DISTANCE OF 305.15 FEET; THENCE RUN SOUTH 36°45'02” WEST A DISTANCE OF55.77 FEET TO THE POINT OF BEGINNING.NESWMAP OF SURVEYTHE FOLLOWING ENCUMBRANCES LISTED BELOW PER OLD REPUBLIC NATIONAL TITLEINSURANCE COMPANY'S COMMITMENT NO. 332443 A5, EFFECTIVE: MAY 12, 2017, AREKNOW TO THIS SURVEYOR AND HAVE BEEN SHOWN HEREON.5. (INTENTIONALLY DELETED.)6. AMENDMENT TO CITY OF OCOEE WASTE WATER DEVELOPERS' AGREEMENTSRECORDED IN O.R. BOOK 4476, PAGE 1320 AND WATER AND SEWER REVENUE ANDMAINTENANCE FEE AGREEMENT RECORDED IN O.R. BOOK 4958, PAGE 3817 ANDAMENDMENTS RECORDED IN O.R. BOOK 10113, PAGE 7975, O.R. BOOK 10113, PAGE 7988AND O.R. BOOK 10158, PAGE 3771, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.(CONTAINS NO EASEMENTS TO DEPICT.)7. CITY OF OCOEE/COLBURN DEVELOPMENT AGREEMENT RECORDED IN O.R. BOOK 5623,PAGE 2313, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (CONTAINS NO EASEMENTSTO DEPICT.)8. (INTENTIONALLY DELETED.)9. NON-EXCLUSIVE PERPETUAL SLOPE EASEMENT AGREEMENT CONTAINED ININSTRUMENT RECORDED NOVEMBER 28, 2000, UNDER O.R. BOOK 6138, PAGE 3170,PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (SHOWN HEREON.)10. NOT A SURVEY MATTER.11. NONEXCLUSIVE TEMPORARY CONSTRUCTION EASEMENT AGREEMENT IN FAVOR OFTHE CITY OF OCOEE CONTAINED IN INSTRUMENT RECORDED FEBRUARY 6, 2017, UNDERINSTRUMENT NUMBER 20170068631, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.(SHOWN HEREON.)VICINITY MAP (NOT TO SCALE)NCF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024DESCRIPTIONNOTESENCUMBRANCESGRAPHIC SCALE1" = 80'40'120'20'0'40'LINE CHARTL1 S89°31'02"W 10.00' C&MS89°31'11"W 10.00' DESCL2N26°31'57"E 37.26' DESCS26°31'46"W 37.26' MEASS26°31'55"W 37.26' DESCL3S74°33'25"E 17.31' C&M N74°33'16"W 17.31' DESCL4N00°28'58"W 73.09' CALCL5 S36°04'33"E 58.80' MEASL6 S54°04'52"W 44.00' MEASL7S53°26'56"W 7.36' DESCL8N65°08'01"W 67.18' DESCL9 S65°08'13"E 49.78' C&ML10 S36°04'33"E 15.04' C&ML11 N36°44'50"E 55.77' CALC S36°45'02"W 55.77' DESCL12 S89°57'05"E 50.00' CALCL13 S36°04'33"E 108.81' CALCL14 N00°28'58"W 30.00' MEASL15 S36°04'33"E 50.00' MEASC1-CURVE DATAΔ=03°31'27”R=560.27'L=34.46'CHORDN12°33'55"W34.46' DESCN12°31'16"W35.39' MEASC2-CURVE DATAΔ=13°50'53"R=560.27'L=135.41'CHORDN07°24'16"W135.08' DESCN07°24'16"W135.08' MEASLAND AREANORTH PARCEL: 87,673 SQUARE FEET OR 2.013 ACRES MORE OR LESS.SOUTH PARCEL: 113,898 SQUARE FEET OR 2.615 ACRES MORE OR LESS.TOTAL: 201,571 SQUARE FEET OR 4.628 ACRES MORE OR LESS.MAINE STRICHMOND AVES. BLUFORD AVEW. COLONIAL DRMAGUIRE RD OCOEE TOWN CENTER BLVDOASISISLAND DRSITESITEMATCH LINE - SHEET 2 OF 3WRITTEN BY SURVEYOR:A PORTION OF LAND LYING THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 SECTION 20, TOWNSHIP22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE N00°28'58"W ALONG THE WEST LINEOF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, A DISTANCE OF 691.70 FEET; THENCES89°57'05"E ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THESOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY,FLORIDA, A DISTANCE OF 50.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF MAGUIRE ROAD FOR APOINT OF BEGINNING; THENCE THE FOLLOWING (5) COURSES ALONG SAID EAST RIGHT-OF-WAY LINE(1) THENCE N00°28'58"W A DISTANCE OF 149.79 FEET; (2) THENCE S89°31'02"W A DISTANCE OF10.00 FEET; (3) THENCE N00°28'58"W A DISTANCE OF 106.76 FEET TO A POINT OF CURVATURE ON ACURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 560.27 FEET, A CHORD BEARING OFN05°35'49"W, A CHORD DISTANCE OF 99.89 FEET, (4) RUN THENCE NORTHWESTERLY ALONG THEARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°13'44", A DISTANCE OF 100.02 FEET; (5)THENCE N36°44'50"E A DISTANCE OF 55.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF MAINESTREET; THENCE N85°13'13"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 305.15 FEET;THENCE CONTINUE S65°08'13"E ALONG SAID SOUTH RIGHT-OF-WAY LINE A DISTANCE OF 49.78 FEETTO THE WEST RIGHT-OF-WAY LINE OF SOUTH BLUFORD AVENUE; THENCE CONTINUE S36°04'33"EALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 15.04 FEET; THENCE S54°04'52"W ADISTANCE OF 195.01 FEET TO THE NORTHWEST CORNER OF OFFICIAL RECORD DOCUMENT#20230166746, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE S16°05'38"E ALONG THEWEST LINE OF SAID OFFICIAL RECORD DOCUMENT #20230166746, A DISTANCE OF 290.12 FEET TOTHE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OFSECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCEN89°57'05"W ALONG SAID SOUTH LINE, A DISTANCE OF 292.08 FEET TO THE POINT OF BEGINNING.PROPOSED SOUTH PARCEL DESCRIPTION1 - 24" OAK2 - 24" OAK3 - 20" OAK4 - 24" OAK5 - 21" OAK6 - 14" OAK7 - 28" OAK8 - 30" OAK9 - 28" OAK10 - 15" CHINA11 - 16" OAK12 - 26" OAK13 - 48" OAK14 - CRAPE MYRTLE15 - CRAPE MYRTLE16 - CRAPE MYRTLE17 - 9" OAK18 - 9" OAK19 - 8" OAK20 - 7" OAK21 - 6" OAK22 - 9" OAK23 - 10" OAK24 - 14" OAK25 - 11" OAK26 - 9" OAK27 - 7" CRAPE MYRTLE28 - 10" OAK29 - 10" OAK30 - 11" OAK31 - 11" OAK32 - 13" OAK33 - 9" OAK34 - 11" OAK35 - 11" OAK36 - 9" OAK37 - 11" OAK38 - 10" OAK39 - 7" OAK40 - 9" OAK41 - 9" CRAPE MYRTLE42 - 9" OAK43 - 9" OAK44 - 9" OAK45 - 12" OAK46 - 10" OAK47 - 10" OAK48 - 12" OAK49 - 10" OAK50 - 11" OAK51 - 8" OAK52 - 8" OAKTREE CHART 120.64121.10121.63118.45119.15 SOUTH BLUFORD AVENUE(FORMER STATE ROAD 439)DB 430, PG 30(66' R/W)S. LINE, NW 1/4, SW 1/4, SW 1/4SECTION 20-22-28POB40'50'LESS & EXCEPTNOT INCLUDEDPARCEL: 20-22-28-0000-00-059OWNER: 880 S BLUFORD AVE LLCN. R/W LINESTATE ROAD 50S. LINE, SW 1/4SECTION 20-22-28W. LINE, SW 1/4SECTION 20-22-28 N42°33'38"W(TANGENT BEARING)CURVE DATAΔ=06°42'14"R=5729.65'L=670.40' DESCVACATED 60' SEABOARD COASTLINE RAILROAD R/W(ALSO KNOWN AS FLORIDA MIDLAND RAILWAY)DDOWOWOWCWCW2' CONC CURB 2' CONC CURBASPHALTASPHALTEP EPEPEPASPHALTSOUTHWESTERLY R/W LINEORB 3669, PG 1602(BEARING BASIS)FND 4"x4" CMILLEGIBLEFND 4"x4" CMNO #POB(PROPOSED SOUTH PARCEL)FND 1/2" IR, LB #6393SET 1/2" IRLB #4475 ALSOFND 5/8" IRLB #2108(0.7'S,0.4'E)6.5'5.9'1.5'PARCEL: 20-22-28-0000-00-032OWNER: BOULDER HOTEL ORLANDO WEST LLS(NOT INCLUDED)PARCEL: 19-22-28-0000-00-031OWNER: BRIGHT HOUSE NETWORKS LLC(NOT INCLUDED)118.9CURVE DATAȴсϭϬΣϭϭΖϱϯΗR=215.00'L=38.27'CHORDEϴϬΣϬϳΖϭϲΗ 38.22' C&MN80°07'28"E38.22' DESCN18° 5 7 ' 0 2 " E 1 1 4 . 7 3 ' D E S C S36°07'16"E 243.28' DESCEϭϴΣ ϱ ϲ Ζ ϱ Ϭ Η ϵ ϱ ͘ ϭ ϵ Ζ Θ DSOUTH PARCELVACANT - NOBUILDINGS OBSERVEDEϮϬΣϯϭΖϱϬΗt22.43' C&ML10S. LINE, ORB 3669, PG 16025' TEMPORARY CONSTRUCTION ESMTINSTRUMENT NO. 2017006863111118.33120.7FH121.45121.39CWCW CWCW CWC WCWCW ASPHALTASPHALTASPHALT2' CONC CURB2' CONC CURB8" CONC CURB8" CONC CURB1 7 . 1 '2'4.3'2.5'4.2'115.73EϴϵΣϱϬΖϮϰΗtϭϭϳ͘ϯϰΖD ^^ϯϲΣϬϰΖϯϯΗ ϰϬϯ͘ϲϲΖD ^EϴϵΣϱϳΖϮϭΗ ϭϵϮ͘ϴϳΖD ^^ϯϲΣϬϰΖϮϲΗ ϰϱϰ͘ϵϳΖD ^N. 10 CHAINS DESC S89°40'46"E 342.08' DESCNORTHWESTERLY DESCSOUTH DESCN00°12'54"W 1646.47' DESCN00°12'54"W 691.70' DESC E. 9± CHAINS DESCN5 4 ° 2 1 ' 1 1 " E 1 5 0 . 8 4 ' D E S C S35°51'24"E 455.00' DESCN89°40'46"W 310.00' DESCS89°59'13"E 1178.37' DESCN35°51'24"W 1298.70' DESCN89°59'13"W DESCPOC(AND) (LESS & EXCEPT) (AND LESS & EXCEPT)(PROPOSED SOUTH PARCEL)SW CORNER OF THE SW 1/4 OF SECTION 20-22-28POB(LESS & EXCEPT)SW CORNERDOCUMENT #20230166746SET 1/2" IR, LB #4475ALSOFND 3/4" IP, LB #2864(0.8'W)L 6 L2 L8N00°28'46"W 1047.57' DESCMAGUIRE ROADORB 1294, PG 76760' R/W POB(AND LESS & EXCEPT)DS85°13'25"W 305.15' DESCNORTH PARCELVACANT - NO BUILDINGS OBSERVEDNOT INCLUDEDOWNER: CONCEPT DEVELOPMENT INCPARCEL: 20-22-28-0000-00-055XXN00°28'49"W 150.00' DESC L1N00°28'49"W 106.76' DESC L3L9CENTERLINEVACATED 60' SEABOARD COASTLINE RAILROAD R/W(ALSO KNOWN AS FLORIDA MIDLAND RAILWAY)3 0 ' 3 0 'POINT OFTERMINATION (AND)N85°13'25"E 194.20' DESCEϴϱΣϭϯΖϭϯΗ ϭϵϰ͘ϮϬΖΘD5' TEMPORARY CONSTRUCTION ESMTINSTRUMENT NO. 2017006863111AND (LESS)DS20°31'41"E 70.00' DESCS20°31'50"E 70.00' MEASN20°31'38"W47.57' DESC1 . 1 'N E L 7 FND 5 / 8 " I RNO #DWM(TYP)DWM(TYP)EϬϬΣϮϴΖϱϴΗtϰϴϯ͘ϳϮΖΘDW. LINE, SW 1/4SECTION 20-22-28 ^ϯϲΣϬϰΖϯϯΗ 170.83' C&M30'3 0 ' 3 0 ' 1 7 ' 3 3 ' 3 3 ' 1 1 0 'S35°51'24"E705.94' DESC^ϯϲΣϬϰΖϯϯΗ ϰϬϯ͘ϲϲΖD ^DDD118.51118.67118.22118.30118.09118.46 X XXXXXXXXXXXC1DDDDDDDDDDDDDDDDDC2CW D D DDDDD D DDDDDDDDN89°31'14"E30.93' DESCTBD D D D D D D 118.86118.58118.35120.44119.04117.54120.321 2 1 . 9 0 118.73121.45121.27120.26119.77119.33116.74118.97120.03121.01120.66116.54120.02121.38115.98121.37118.93116.05119.87 121.13120.64119.89119.38116.00116.61121.67120.81121.08118.40117.331 2 1 . 9 4 120.80116.05121.75121.27119.61115.93118.771 2 1 . 9 7 120.87120.70120.30115.82121.72117.02119.81120.93 120.71120.29119.70116.69121.73 1 2 0 . 9 8119.55118.61 121.67121.13118.76116.93122.27118.79119.45121.07119.88120.28115.50121.34121.29120.34119.09119.00116.83118.70117.62119.48115.47115.96121.44121.41117.58120.18120.72121.58115.49115.94116.65117.98117.93116.94117.39 118.21116.29117.95117.97118.32117.31117.60 115.62118.38 118.29121.66 118.74121.90121.58 118.99121.96118.26118.50121.98121.56122.08118.34121.85121.79119.06 118.58 118.31121.63121.82118.38121.96121.89 121.88121.60 118.39121.94 118.43121.86118.35118.53 117.91121.96121.91119.29 122.00118.09119.32119.39 119.04121.55 118.85118.09 117.72 122.34122.10119.41120.461 2 2 . 0 7 121.22121.41113.95118.22122.32121.97119.33120.39121.63121.85 120.29119.87116.37117.2122.58121.54117.75120.29120.71121.38120.63120.23119.10116.32117.7122.52120.20120.85121.44121.26120.87120.11119.21116.45117.01117.54121.55121.18120.52118.87118.70116.01121.51121.67120.98119.99118.75119.22115.87116.01121.73121.70120.73120.18119.48116.19116.43117.71116.66 121.65118.68 12 1 . 6 4116.43113.71121.88122.06118.37121.17121.34120.78119.57119.43115.90116.61115.35122.18122.09118.34 118.20122.23121.39121.87120.84120.37119.50116.53115.60117.7118.25120.6112 2 . 3 4 121.06115.98116.48114.61122.25121.81121.47120.96121.75120.32119.76119.47116.41116.89117.5121.79119.82122.06121.50120.20119.63122.44121.72117.68118.29 121.51119.74116.68117.63117.25121.62117.97119.01119.93120.42119.79118.30117.39122.58117.34119.14120.74121.84116.92117.39122.60117.07 120.61120.97121.15121.04120.20119.25116.30117.0 122.70121.65120 . 6 1 122.08121.3 7 121.25121.08119.89116.30117.17117.1122.68121.67118.81120.501 2 0 . 9 0 120.66120.70116.29116.11117.3122.68121.57117.65121.18121.54120.59120.69120.07116.59117.5118.00119.24120.53121.83121.59120.07115.98116.17122.34119.90116.76117.04117.2 121.791 2 1 . 9 7 121.48119.89120.28118.87115.98116.47116.97122.40121.78121.03121.49121.72121.45119.57119.98117.71115.98118.54117.33116.70117.98 117.48118.63 116.45117.01118.21 118.20 116.05118.13 117.95 118.67117.79 116.90117.68118.79116.57115.91116.97118.13 116.58116.70118.53 117.92 117.19117.02116.41118.04 117.99117.47118.69 119.06 117.96117.03117.67117.16118.05 117.86 117.82118.14118.60 117.15116.32117.87 117.75117.64118.34 118.31 119.15 116.62115.27119.01 118.65117.47122.10118.73118.08121.48119.12118.90 118.13122.37122.08 118.35118.68119.84 119.33 118.94119.83 118.35122.46119.44 118.84118.87 118.00119.38122.04 118.71119.58 119.10122.27 118.30122.31118.95119.07119.01119.64 119.01 118.08 119.11118.69 118.99118.10119.86 121.47122.40119.02118.60118.92119.24 118.10122.42119.54 119.07122.45120.01 122.38 118.95121.39122.35119.51 122.32122.50119.72121.33 122.44 118.50119.69 122.48119.76 118.74119.25122.13 118.8 124.3122.1121.9118.5120.0120.1119.4120.7121.6121.6121.7119.4120.6121.71 2 1 . 6 121.7120.3119.8121.4121.7119.81 2 1 . 6 124.1119.9119.91 2 4 . 2 119.1118.4 1 2 3 . 7 122.1122.3119.4121.0122.0119.0118.7 121.4122.6121.4119.5118.7119.3120.6121.4122.0118.3120.8121.1121.7117.4116.4121.0121.1124.3119.1116.3121.2119.41 2 2 . 1 1 2 4 . 3 116.5121.4119.5121.7122.5119.6116.6119.8120.4121.7121.6116.5120.3120.3122.0116.4119.9116.5121.11 2 5 . 0 121.8116.7120.81 2 4 . 6 116.2118.4121.3121.5122.2119.9116.2116.6121.0119.11 2 1 . 6 119.1121.1116.2121.3119.31 2 1 . 3 122.4116.4120.9119.2121.7 1 2 1 . 9 121.9118.2 116.5121.6119.4122.1122.0119.1 122.1116.4116.7121.7119.4121.1122.1122.3119.0 120.3121.5117.0 113.3118.7113.8118.9117.9119.0 116.6118.4119.1 118.5118.5 118.4118.1 118.6113.8118.6118.1 116.8114.4118.6117.3124.6121.5119.0120.7121.3121.2 119.4120.81 2 2 . 4 119.1 124.5120.0123 . 2 119.5 119.8118.9 117.7121.2120.3121.6122.3122.0 121.8121.3122.6119.0118.9122.3 118.5117.7119.8124.7122.9118.3121.0122.0119.6 118.7122.1118.7 119.1120.5120.5121.5122.3125.8125.4119.2119.1122.4 117.9118.5121.5120.3122.0118.6 118.0 121.2121.5118.9119.7120.6125.7121.8116.7122. 3 118.7 118.6120.9118.6 117.8120.6121.1120.8121.8121.6121.6120.4117.9118.0122.0 118.4 119.3119.8120.2121.7118.6 122.7120.8122.5119.1119.2120.9 117.0117.7119.8125.4122.9118.5 117.4121.5118.8119.5121.9 119.1121.2121.2124 . 4 118.4 124.9118.9122.3 117.1118.4121.4120.7121.7118.8 117.6 121.9121.1122.2117.8119.4120.9122.11 2 1 . 6 120.9118.4119.9118.5119.6126.1121.6124.5119.8124.1119.5117.5120.5119.9121.6122.7122.5122.0121.7122.9118.0119.9121.6122.1122.4 118.9 117.9124.3121.1121.8119.7 117.3119.8121.1121.012 2 . 6 122.4 118.3 121.3122.4117.5118.5118.7118.9 118.8120.8120.6121.8122.2122.0125.8123.2118.6119.0122.4 117.3118.3121.7120.7121.8121.6119.8119.0117.7120.9 118.4119.5121.9121.9125.7120.2122.7118.2119.4 118.6117.5120.2119.8123.5123.0121.8122.8122.7119.2 117.3118.2121.2120.3122.2118.5 123.7120.8121.9117.8119.6120.9122. 3 122.5 117.2 122.2118.9 118.5117.6 118.4121.2121.2121.1121.8125.4121.5118.5119.3118.8118.5121.6121.0124.6116.50119.56119.80 NW CORNERDOCUMENT #20230166746SET 1/2" IR, LB #4475ALSOFND 5/8" IR, NO # (0.6'N)121.2121.1121.2122.1122.4 122.4 118.8118.95119.02 119.1 119.08118.9 119.1119.13118.92SLOPE EASEMENTORB 6138, PG 31709118.2 118.02E. R/W LINEORB 6138, PG 3157 122.2121.7121.8121.9121.6N15°49'19"W 290.12' DESC121.71 2 2 . 0 1 2 4 . 5 1 2 4 . 0 124.5118.27117.04118.13119119 119120120121122 119119 118 118119120 12 1121 122123124125122125124 123 1 2 2 1 2 4 1 2 3 1 2 2 118118 118119 117 117117 116 116116118119119120121 1221211221 2 1 1211221221 2 1120120120119119118117119120 121119122 L11 121CW CW CWFOCFOCFOCFOFOFO FOFOFOCFOTRUPUPUPUPUPOWOWOWOWOW118.86118.79118.6FOCFO DTRSDFHDTRDD S13121110987654321OW OW OW OW OWOWOWOWOW116.17116.42OW OW141516TOP=120.09N. INV=116.24(18"RCP)S. INV=116.39(18"RCP)SDO D D D D D D D D D DTOP=120.06N. INV=116.52(30"RCP)S. INV=116.56(30"RCP)D DSDOTOP=119.56N. INV=115.16(30"RCP)E. INV=115.83(18"RCP)S. INV=115.16(30"RCP)TOP=118.32N. INV=114.32(18"RCP)S. INV=114.32(18"RCP)TOP=117.87N. INV=112.47(18"RCP)S. INV=112.62(18"RCP)E. INV(PIPE RECESSED)W. INV=112.12(24"RCP)DDTOP=116.58S. INV=113.18(18"RCP)TOP=118.01NW INV=113.81(2)(30"X18"RCP)S. INV=114.01(36"RCP)TOP=119.05N. INV=114.18(36"RCP)S. INV114.18=(30"RCP)TOP=118.85N. INV=113.93(36"RCP)S. INV=113.93(36"RCP)D DAND LESS & EXCEPTMAINE STREETTOP=119.30N. INV=115.20(12"X18"RCP)TOP=118.94E. INV=115.14(12"X18"RCP)S. INV=115.17(12"X18"RCP)TOP=120.45E. INV=115.11(15"RCP)S. INV=115.13(15"RCP)W. INV=115.19(12"X18"RCP)TOP=120.39N. INV=115.19(15"RCP)TOP=121.53NE INV=114.88(15"RCP)W. INV=115.17(15"RCP)TOP=120.43NE INV=113.33(18"RCP)SW INV=113.83(15"RCP)SDO TOP=122.65S. INV=118.38(8"PVC)W. INV=118.45(8"PVC)SSDOSDO 120TOP=116.57NW INV=111.26(24"RCP)SW INV=111.02(24"RCP)SDOSITE BENCHMARK #ELEVATION = 2119.56N&D, LB #7143NAVD 88SITE BENCHMARK #ELEVATION = 3121.55N&D, "SSMC"NAVD 88INV=114.11(15" RCP)HEADWALLTOP=118.34BOTTOM=113.07N. INV(PIPE RECESSED)S. INV(PIPE RECESSED)W. INV(PIPE RECESSED)TOP=116.57W. INV=114.51(15" RCP)TOP SKIMMER=116.91BOTTOM SKIMMER=115.91OW OW OW OW OW OW OW4' MFTRMONUMENT SIGNCPBURIED DRAINAGESTRUCTUREINV=113.55(30"X18"RCP)DDDDDDDDINV=113.54(30"X18"RCP)CWDSITE BENCHMARK #ELEVATION = 1119.00N&D, LB #4475NAVD 88SITE BENCHMARK #ELEVATION = 4119.18N&D, "SSMC"NAVD 88UNDER CONSTRUCTIONUNDE R CON S T RU C T IONN00°12'54"W 75.00' DESCL12S R/W LINEW R/W LINEWEST LINEDOCUMENT #20230166746N89°41'01"W 292.08' DESCN00°28'58"W 691.70' CALC EϬϬΣϮϴΖϱϴΗtϭϰϵ͘ϳϵΖΘD EϬϬΣϮϴΖϱϴΗtϭϬϲ͘ϳϲΖΘD CURVE DATAȴсϭϬΣϭϯΖϰϰΗR=560.27'L=100.02'CHORDEϬϱΣϯϱΖϰϵΗt99.89' C&MEϴϱΣϭϯΖϭϯΗ ϯϬϱ͘ϭϱΖΘD^ ϱ ϰ Σ Ϭ ϰ Ζ ϱ Ϯ Ηt ϭ ϵ ϱ ͘ Ϭ ϭ Ζ ΘD^ϭϲΣϬϱΖϯϴΗ ϮϵϬ͘ϭϮΖΘDEϴϵΣϱϳΖϬϱΗtϮϵϮ͘ϬϴΖΘDEϬϬΣϮϴΖϱϴΗt513.72' C&MASPHALT FHTFOCWWWWWWWWWWWWWWW1 2 0 . 0 7GGGGGCW121.31121.40121.42121.52121.47121.81121.181 2 1 . 7 2121.26121.03 121.07120.59121.01121.18 121.68121.13121.22 121.72 1 2 1 . 6 9 1 2 1 . 5 5 1 2 1 . 7 3 121.25121.09 1 2 1 . 6 3 121.24121.09121.29 121 .55 1 2 1 . 8 5 1 2 1 .81 1 2 1 . 8 0 1 2 1 . 7 3 1 2 1 . 8 8 121.41121.51121.29121.20121.16120.98120.88121.48 121. 6 3121.21121.40 1 2 1 . 5 1 1 2 1 . 5 7121.65121.59121.53121.48122.16122.38122.25121.741 2 2 . 1 6 12 1 . 6 9 1 2 2 . 1 0 1 2 2 . 0 0 122.05121.67121.66121.60121.52121.42121.03120.96120.67120.10120.25120.26120.64120.77120.84116.32121 .9 7 121.021211 2 2 122122 121121EPEPCONC CURBEPCONC CURBASPHALT17181920233639120.99121.51121. 32121.69 1 2 1 . 4 1 2 1 . 9 7 1 2 2 . 2 3 121 . 9 9 121.91 1 2 2 . 2 5 122.25121.6121.8121.4121.7 1 2 1 . 7 W WW121. 9 5 GFO6" ELECTR ICAL STUBOUTGATEPAVERSCBWTOP=119.70N. INV=116.15(18" RCP)TOP=120.55N. INV=116.19 (18" RCP)TOP=121.86N. INV=118.18 (18" RCP)SE INV=118.16 (18" RCP)TEPCWGVGVTOP=121.40NW INV=118.57(18"RCP)SE INV=118.57(18"RCP)DD121.45CWDSDODDINV=116.02 (18" RCP)NOT PLATTEDORB 10162 PG 8905LOT 1OCOEE TOWN CENTER - PHASE 2PB 92 PG 86LOT 1OCOEE TOWN CENTER - PHASE 2PB 92 PG 86121.40121.18121.0116.5116.6116.6ACCURIGHT SURVEYS OF ORLANDO INC., LB 44752012 E. Robinson Street, Orlando, Florida 32803www.AccurightSurveys.netACCU@AccurightSurveys.netPHONE: (407) 894-6314ACCURIGHTJOB #56359DRAWN BY: SAHPREPARED FOR:LOCATION:ATLANTIKOS LENDING GROUP, LLC924 AND 1100 MAGUIRE ROADOCOEE, FL 34761PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME:SHEET 2 OF 3SCALE: 1" = 40'BY:REVISIONDATE:JOB #SURVEY DATE:11/16/22BOUNDARY AND TOPOGRAPHIC SURVEYCOPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024COFHEMEBTVGMBB- BOTTOM OF BANK- BACK FLOW PREVENTER- BENCHMARK- BOLLARD-E-- BURIED ELECTRICBWF- BARBED WIRE FENCE- CABLE TV RISER-C-- BURIED CABLE TVΔ- CENTRAL ANGLECBW- CONCRETE BLOCK WALLCC- COVERED CONCRETECF- CONCRETE FLUMECHW- CONCRETE HEAD WALLCLF- CHAIN LINK FENCE- CENTERLINECM- CONCRETE MONUMENTCMP- CORRUGATED METAL PIPE- CLEAN OUTCONC- CONCRETECOVD- COVEREDCP- CONCRETE PADCW- CONCRETE WALKWAYD&M- DEED/DESC & MEASUREDDE- DRAINAGE EASEMENTDESC- DESCRIPTION- DOT INLETLEGENDDOC #- DOCUMENT #DP- DUMPSTER PADDW- DRIVEWAY- EASEMENT NUMBER- ELECTRIC METER- ELECTRICAL BOXEL- ELEVATIONESMT- EASEMENTEP- EDGE OF PAVEMENTFDC- FIRE DEPARTMENT CONNECTIONFIRM- FLOOD INSURANCE RATE MAPFFE- FINISHED FLOOR ELEVATION- FIRE HYDRANT-FM-- FORCE MAINFND- FOUND- FIBER OPTIC BOX-FO-- FIBER OPTIC LINE-G-- GAS LINE- GAS METER- GAS VALVE- GREASE TRAP - GUY WIRE ANCHOR- HANDICAP PARKINGHDPE- HIGH DENSITY POLYETHYLENEINV- INVERT ELEVATIONIP- IRON PIPEIR- IRON ROD- IRRIGATION VALVEL- ARC LENGTHLB- LICENSED BUSINESS- LIGHT POLELSA- LANDSCAPE AREALS- LICENSE SURVEYOR#DIVTSBTRUPTTPTB- TOP OF BANK- TRAFFIC POLE- TRAFFIC SIGN- TRANSFORMER/JUNCTION BOX- TELEPHONE RISER- TRAFFIC SIGNAL BOXTYP- TYPICAL- UTILITY BOXUE- UTILITY EASEMENT- UTILITY MARKER- UTILITY POLE-W- - WATER LINEWF- WOOD FENCEWS- WOOD SHED- WATER VALVE- WATER METER- YARD DRAIN-T- - UNDERGROUND TELEPHONE- STORM INLET- STORM MANHOLE-S- - SANITARY LINESDO- SHOWN FOR DIRECTION ONLYSF- SQUARE FEETSWF- STOCK WIRE FENCEx00.00- SPOT ELEVATION-D- - STORM/DRAIN LINE - SEWER VALVE- SANITARY MANHOLESVSDMEAS- MEASUREDMF- METAL FENCEMS- METAL SHED- MITERED END SECTION- MONITORING WELLN&D- NAIL & DISCNAVD- NORTH AMERICAN VERTICAL DATUMNGVD- NATIONAL GEODETIC VERTICAL DATUMNT- NON-TANGENTNTS- NOT TO SCALEORB- OFFICIAL RECORDS BOOK-OW- - OVERHEAD WIREPB- PLAT BOOKPC- POINT OF CURVATUREPEP- PER ENGINEERING PLANSPF- PLASTIC FENCEPG- PAGEPI- POINT OF INTERSECTIONP&M- PLAT & MEASUREDPOB- POINT OF BEGINNINGPOC- POINT OF COMMENCEMENTPRC- POINT OF REVERSE CURVATURE# PS- PARKING SPACESPSM- PROFESSIONAL SURVEYOR AND MAPPERPT- POINT OF TANGENCYPVC- PLASTIC PIPER- CURVE RADIUSRCP- REINFORCED CONCRETE PIPER/W- RIGHT OF WAYUBGVGFOTERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THESURVEY DATE OR REVISION DATE."THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BYCHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TOSECTION 472.027 OF THE FLORIDA STATUTES."NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THISFLORIDA LICENSED SURVEYOR AND MAPPER." -OR-THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WASAUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371.SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/2357371SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/2357528SNHADDED ADDITIONAL IMPROVEMENTS1/4/2457641NESWMAP OF SURVEYCF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024GRAPHIC SCALE1" = 80'40'120'20'0'40'MATCH LINE - SHEET 1 OF 3MATCH LINE - SHEET 3 OF 3 ACCURIGHT SURVEYS OF ORLANDO INC., LB 44752012 E. Robinson Street, Orlando, Florida 32803www.AccurightSurveys.netACCU@AccurightSurveys.netPHONE: (407) 894-6314ACCURIGHTJOB #56359DRAWN BY: SAHPREPARED FOR:LOCATION:ATLANTIKOS LENDING GROUP, LLC924 AND 1100 MAGUIRE ROADOCOEE, FL 34761PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME:SHEET 3 OF 3SCALE: 1" = 40'BY:REVISIONDATE:JOB #SURVEY DATE:11/16/22BOUNDARY AND TOPOGRAPHIC SURVEYCOPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024COFHEMEBTVGMBB- BOTTOM OF BANK- BACK FLOW PREVENTER- BENCHMARK- BOLLARD-E-- BURIED ELECTRICBWF- BARBED WIRE FENCE- CABLE TV RISER-C-- BURIED CABLE TVΔ- CENTRAL ANGLECBW- CONCRETE BLOCK WALLCC- COVERED CONCRETECF- CONCRETE FLUMECHW- CONCRETE HEAD WALLCLF- CHAIN LINK FENCE- CENTERLINECM- CONCRETE MONUMENTCMP- CORRUGATED METAL PIPE- CLEAN OUTCONC- CONCRETECOVD- COVEREDCP- CONCRETE PADCW- CONCRETE WALKWAYD&M- DEED/DESC & MEASUREDDE- DRAINAGE EASEMENTDESC- DESCRIPTION- DOT INLETLEGENDDOC #- DOCUMENT #DP- DUMPSTER PADDW- DRIVEWAY- EASEMENT NUMBER- ELECTRIC METER- ELECTRICAL BOXEL- ELEVATIONESMT- EASEMENTEP- EDGE OF PAVEMENTFDC- FIRE DEPARTMENT CONNECTIONFIRM- FLOOD INSURANCE RATE MAPFFE- FINISHED FLOOR ELEVATION- FIRE HYDRANT-FM-- FORCE MAINFND- FOUND- FIBER OPTIC BOX-FO-- FIBER OPTIC LINE-G-- GAS LINE- GAS METER- GAS VALVE- GREASE TRAP - GUY WIRE ANCHOR- HANDICAP PARKINGHDPE- HIGH DENSITY POLYETHYLENEINV- INVERT ELEVATIONIP- IRON PIPEIR- IRON ROD- IRRIGATION VALVEL- ARC LENGTHLB- LICENSED BUSINESS- LIGHT POLELSA- LANDSCAPE AREALS- LICENSE SURVEYOR#DIVTSBTRUPTTPTB- TOP OF BANK- TRAFFIC POLE- TRAFFIC SIGN- TRANSFORMER/JUNCTION BOX- TELEPHONE RISER- TRAFFIC SIGNAL BOXTYP- TYPICAL- UTILITY BOXUE- UTILITY EASEMENT- UTILITY MARKER- UTILITY POLE-W- - WATER LINEWF- WOOD FENCEWS- WOOD SHED- WATER VALVE- WATER METER- YARD DRAIN-T- - UNDERGROUND TELEPHONE- STORM INLET- STORM MANHOLE-S- - SANITARY LINESDO- SHOWN FOR DIRECTION ONLYSF- SQUARE FEETSWF- STOCK WIRE FENCEx00.00- SPOT ELEVATION-D- - STORM/DRAIN LINE - SEWER VALVE- SANITARY MANHOLESVSDMEAS- MEASUREDMF- METAL FENCEMS- METAL SHED- MITERED END SECTION- MONITORING WELLN&D- NAIL & DISCNAVD- NORTH AMERICAN VERTICAL DATUMNGVD- NATIONAL GEODETIC VERTICAL DATUMNT- NON-TANGENTNTS- NOT TO SCALEORB- OFFICIAL RECORDS BOOK-OW- - OVERHEAD WIREPB- PLAT BOOKPC- POINT OF CURVATUREPEP- PER ENGINEERING PLANSPF- PLASTIC FENCEPG- PAGEPI- POINT OF INTERSECTIONP&M- PLAT & MEASUREDPOB- POINT OF BEGINNINGPOC- POINT OF COMMENCEMENTPRC- POINT OF REVERSE CURVATURE# PS- PARKING SPACESPSM- PROFESSIONAL SURVEYOR AND MAPPERPT- POINT OF TANGENCYPVC- PLASTIC PIPER- CURVE RADIUSRCP- REINFORCED CONCRETE PIPER/W- RIGHT OF WAYUBGVGFOTERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THESURVEY DATE OR REVISION DATE."THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BYCHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TOSECTION 472.027 OF THE FLORIDA STATUTES."NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THISFLORIDA LICENSED SURVEYOR AND MAPPER." -OR-THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WASAUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371.SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/2357371SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/2357528SNHADDED ADDITIONAL IMPROVEMENTS1/4/2457641121.63S36°07'16"E 243.28' DESCASPHALT33'D D121.58121.54121.38121.55121.81121.79121.72121.51121.62121.65121.67121.57121.54121.59121.79121.78121.45DTOP=121.53NE INV=114.88(15"RCP)W. INV=115.17(15"RCP)SDOSITE BENCHMARK #ELEVATION = N&D, "SSMC"NAVD 88FHFOCFHFHWWWWWWWWWWWWWWWW WWWWW120.07GGGG E EFHBPCBPCUBDDDDDDDBRICKCWCWASPHALTBRICKE E EE120.45CWCWPS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS2PS1BRICK121.31121.40121.52121.47121.81121.18121.72121.26121.28121.30121.63120.49121.05121.08120.94120.82121.30121.08121.03 121.07121.01121.18 121.68121.13121.22121.72121.69 121.55121.73121.25 121.09121.02120.75121.02120.78120.56121.63 121.24121.09120.91121.00120.99121.17120.94121.11121.29121.55121.85121.81121.80 121.73121.88121.41121.51121.29121.20121.16120.98121.38120.93120.75121.16120.62120.49120.43120.78120.55120.11119.64119.79120.02119.97119.91119.85119.77120.28120.56120.61120.60120.34120.77120.76120.54120.74120.91121.19121.12121.20121.53120.92120.85120.96120.83121.34121.38121.30120.91120.74120.31120.88120.47121.48121.63121.21121.40121.51121.57121.65121.59121.53121.48122.16122.25121.74122.16121.69 122.10122.00 122.05121.67121.66121.60121.52121.42121.03120.96120.67120.56120.10119.98119.63120.25120.15120.26120.19120.56120.64120.77120.73120.84121.03120.93121.00121.15121.07121.36121.42121.31121.29121.42121.46121.47121.66121.10121.63121.97 D TOP=123.91NW INV=112.01(18"PVC)E. INV=112.01(18"PVC)DS SSDD DTOP=123.23W. INV=117.93(18"HDPE)TOP=123.46 N. INV=117.76(18" HDPE) E. INV=117.86(18" HDPE) S. INV=117.86(18" HDPE)STOP=124.13SE INV=111.78(18"PVC)SW INV=111.78(18"PVC)N. INV=105.53(18"PVC)SSTOP=123.74NE INV=105.84(18" PVC)SW INV=105.84(18" PVC)XXXX X TOP=123.88SE INV=117.38(18"HDPE)NW. INV=117.13(18"HDPE)X X X WW 124.00123. 9 4 1 2 3 . 5 4 123.60122.43122.39123.79 123.48 123.45 123.88 123.36 123.77 123.31 123.70123.74123.25123.20123.72123.22123.70123.16123.69123.16123.75123.3612 3 . 8 7123.48123.50123.49123.55124.02124.06123.59123.73123.75124.08123.71123.98123.62124.06123.61124.55124.42124.42123.98124.10124.06124.04123.96123.96124.24124.20124.19124.09123.57123.65123.67123.81123.86123.75123.541 2 3 . 2 8 123.401 2 2 . 9 7 1 2 2 . 7 6 1 2 2 . 7 6 123.08 12 2 . 5 8 1 2 2 . 6 1 123.82123.93124.01124.00124.14124.14123.92123.79 123.71123.53 123.33123.56 123.73 123.87123.79123.57123.19123.22123.19122.76122.8112 3 . 1 7123.53123.35123.70123.26123.49123.94123.48123.26123.13122.55122.41122.22122.16122.08122.01123.21122.79122.80122.61123.08122.54122.55122.48122.53122.19122.12121.87121.49121.63122.13122.22121.76122.02121.58121.02120.91122122122 121 1211211211211201201201201 2 1 1211211211221 2 2 122122 122123123123 1231231241 2 4 12412412412312312 2 122122EPEPCONC CURBCONC CURBEPCONC CURBASPHALTASPHALTASPHALTASPHALTASPHALT 141516171819202122232425262728293031323334353637383940414243444546474849505152SCWCWCWTOP=121.29N. INV=117.14(15" RCP)TOP=121.31S. INV=117.04(15" RCP)E. INV=116.80(18" RCP)W. INV=116.71(18" RCP)DWWWFHGATE8' CLF8' CLF8' CLFDIRT ROAD2" PVC STUBOUTGAS STUBOUTTOP=119.70E. INV=115.85 (18" RCP)W. INV=115.80 (24" RCP)S. INV=115.82 (18" RCP)DG1" ELECTRICAL STUBOUT2" ELECTRICAL STUBOUT1" ELECTRICAL STUBOUT1" PVC STUBOUT4" PVC STUBOUTCP123.47123.54123.79123. 5 8123.91121.94123.41122.90123.45123.84 123.86 121.13121.19119.8120.9120.6120.1120.1123.9121.9122.4 1 2 1 . 9123.0123.41 2 2 . 0122.1122.5122.6122.8123.7123.9124.0124.3122.8123.9122.8122.0121.8124.0123.9122.4121.7124.7124.6124.5124.6124.7123.9123.7124.1124.1124.1123.8124.2124.7124.2124.9124.7124.6123.7 123.6 123.7123.6124.1123.6123.7123.01 2 2 . 8122.3123.1122.1121. 6 121.61 2 2 . 2 123.4122.9122.3122.5 122.5 122.5 122.5 122.2122.2 122.1 122.0 122.0 122.0 121.9 121.8 121.6 121.7 121.3121.4121.4121.7121.6121.6121.8121.4121.4121.9121.4121.8122.1122.4122.3122.0123.38123.22123.60121.37121.94121.40121.40121.15121.12121.55121.53120.39119.99120.28120.99121.51121.33120.88122.15121.65121.72120.78120.33120.42120.46120.75120.29120.36120.29121.32120.87120.70121.69121.6121.1120.5121.5121.6121.0121.4 121.1121.97122.23 121.99121.91122.25 122.25121.6121.8121.4121.7 121.7 C BW1.5" PVCTOP=120.58E. INV=115.47 (24" RCP)N. INV=115.92 (24" RCP)S. INV=116.01 (18" RCP)CONCW WW121.95 FO6" ELECTRICAL STUBOUTGATEGATEPAVERSUP COCBWCBW DDDDDDDDDDDDD120.92120.75DDDD120.32DTOP=119.70N. INV=116.15(18" RCP)TOP=120.55N. INV=116.19 (18" RCP)SDOTOP=121.86N. INV=118.18 (18" RCP)SE INV=118.16 (18" RCP)EPCWGVGVDD121.45SITE BENCHMARK #ELEVATION = 5122.47BENCHMARK N&DNAVD 88SDO SDO SSDOS SDO SDO SDOPAVERSDDINV=116.02 (18" RCP)MAINE STREET (80' R/W)122.2NOT PLATTEDORB 10162 PG 8905NOT PLATTEDORB 10162 PG 8905NOT PLATTEDNOT RECORDING INFORMATION PROVIDEDNOT PLATTEDDOC #20220522293NOT PLATTEDDOC #20220522293NOT PLATTEDDOC #20180007748NOT PLATTEDDOC #20200049358LOT 1OCOEE TOWN CENTER - PHASE 2PB 92 PG 86RICHMOND AVENUE VACATED PER RESOLUTION NO.99-08 ORB 5689 PG 830 MAINE STREET(30' R/W)RICHMOND AVENUE (30' R/W)119.91120.13121.33121.15121.40121.0NESWMAP OF SURVEYCF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024GRAPHIC SCALE1" = 80'40'120'20'0'40'MATCH LINE - SHEET 2 OF 3 SYMBOLBOTANICAL / COMMON NAMECONT.CALSPECIFICATIONWATER USAGENATIVECANOPY TREESMAGNOLIA GRANDIFLORA `D.D. BLANCHARD`TMSOUTHERN MAGNOLIACONT.3.5" CAL10` H X 4` SLOW-MEDIUMYESQUERCUS VIRGINIANASOUTHERN LIVE OAKCONT.3.5" CAL10-12` HT X 4-6` SPRLOW-MEDIUMYESTAXODIUM DISTICHUMBALD CYPRESSCONT.3.5" CAL10` H X 5` SLOW-HIGHYESUNDERSTORY TREESILEX CASSINEDAHOON HOLLYCONT.2.5" CAL8` H X 3` SMEDIUM-HIGHYESILEX VOMITORIA `PENDULA`WEEPING YAUPON HOLLYCONT.2.5" CAL8` H X 3` SMEDIUMYESLAGERSTROEMIA INDICA `GLENDORA WHITE`GLENDORA WHITE CRAPE MYRTLE-STANDARDCONT.2.5" CAL8` H X 3` SLOW-MEDIUMNOTABEBUIA UMBELLATAYELLOW TRUMPET TREECONT.2.5" CAL8` H X 3` SLOWNOPALM TREESSABAL PALMETTOCABBAGE PALMETTOB & B14" CALVARY HEIGHTSMEDIUMYESSYMBOLBOTANICAL / COMMON NAMECONT.-SPECIFICATIONWATER USAGENATIVESHRUBSALPINIA ZERUMBET `VARIEGATA`VARIEGATED SHELL GINGER3 GAL.13"X18"LOW-MEDIUMNOBAMBUSA GLAUCESCENSHEDGE BAMBOO15 GAL.8-10FT HTLOW-MEDIUMNOGALPHIMIA GLAUCATHRYALLIS7 GAL.15"-18" OALOW-MEDIUMYESLOROPETALUM CHINENSE VAR. RUBRUM RUBYREDLEAF CHINESE FRINGE BUSH3 GAL.14" H X 16" SLOWNOPODOCARPUS MACROPHYLLUS MAKISHRUBBY YEW7 GAL.36" HT MINLOW-MEDIUMNORHAPIS EXCELSALADY PALM15 GAL.4` H MINLOWNOSCHEFFLERA ARBORICOLA `TRINETTE`SCHEFFLERA3 GAL.16" H X 16" SLOW-MEDIUMNOVIBURNUM OBOVATUMWALTER`S VIBURNUM3 GAL.14" H X 12" SLOWYESSYMBOLBOTANICAL / COMMON NAMECONT.-SPECIFICATIONWATER USAGENATIVESPACINGSHRUB AREASPLUMBAGO AURICULATABLUE PLUMBAGO3 GAL.18" H X 18" SLOWNO30" o.c.ZAMIA PUMILACOONTIE3 GAL.12" H X 12" SLOWYES30" o.c.GROUND COVERSEVOLVULUS GLOMERATUSBLUE DAZE1 GAL10" H X 12" SLOWNO18" o.c.LANTANA BLOOMIFY REDBLOOMIFY RED LANTANA1 GAL.6" O.A.LOWYES18" o.c.MUHLENBERGIA CAPILLARISPINK MUHLY GRASS3 GAL.22" H X 18" SLOW-HIGHYES24" o.c.TRACHELOSPERMUM ASIATICUM `MINIMA`DWARF JASMINE1 GAL10" H X 12" SLOW-MEDNO18" o.c.SODPASPALUM NOTATUM `ARGENTINE`BAHIA GRASSSODPALLETN/ANOSTENOTAPHRUM SECUNDATUM `FLORITAM`FLORITAM ST. AUGUSTINE SODSODPALLETMEDIUMNOPLANT SCHEDULESLOPE EASEMENTORB 6138, PG 3170118.4118.09117.97118.95118.67118.35118.73121.85118.25121.91 121.94119.83117.79117.56117.32118.04118.49118.90118.94122.33118.44119.16122.40118.91122.29122.42119.4122.1119.4121.2119119 119119119 118 118119 118118 118119 117117 118119119 117119 1 2 0 120 12 1121 122123124125122125124 123 1 2 2 1 2 4 1 2 3 1 2 2 120121 1221 2 1 1211221201 2 0 120 121 121FH32141516S. LINE, NW 1/4, SW 1/4, SW 1/4SECTION 20-22-28POB40'50'LESS R/W (HATCHED)ORB 1294, PG 767 2' CONC CURBEP EPEPFND 4"x4" CMNO #FND 1/2" IRLB #6393FND 5/8" IRNO #6.5'1.5'CHORDN05°35'49"W99.89' MEASL10S . L IN E , O R B 3 6 6 9 , PG 1 6 0 25' TEMPORARY CONSTRUCTION ESMTINSTRUMENT NO. 201700686312' CONC CURB8" CONC CURB8" CONC CURB1 7 . 1 '2'4.3'POINT OFTERMINATION (AND) 70.00' DESC 70.00' MEASFND 5 / 8 " I RNO #DWM(TYP)30'N89°31'14"E30.93' DESCE. R/W LINEORB 6138, PG 3157 FOFOTRS. INV=114.32(18"RCP)TOP=116.58S. INV=113.18(18"RCP)TOP=118.01NW INV=113.81(2)(30"X18"RCP)S. INV=114.01(36"RCP)TOP=119.05N. INV=114.18(36"RCP)S. INV114.18=(30"RCP)TOP=118.85N. INV=113.93(36"RCP)S. INV=113.93(36"RCP)AND LESS & EXCEPTMAINE STREETTOP=119.30N. INV=115.20(12"X18"RCP)TOP=120.39N. INV=115.19(15"RCP)SITE BENCHMARK #ELEVATION = TOP=118.34BOTTOM=113.07N. INV(PIPE RECESSED)S. INV(PIPE RECESSED)W. INV(PIPE RECESSED)UNDER CONSTRUCTIONUNDE R CON S T RU C T IONPCPCPCPCPCPC PCPCPCPCPCPCPC PCPCFO2119.56N&D, LB #7143NAVD 88SYMBOLBOTANICAL / COMMON NAMECANOPY TREESMAGNOLIA GRANDIFLORA `D.D. BLANCHARD`TMSOUTHERN MAGNOLIAQUERCUS VIRGINIANASOUTHERN LIVE OAKTAXODIUM DISTICHUMBALD CYPRESSUNDERSTORY TREESILEX CASSINEDAHOON HOLLYILEX VOMITORIA `PENDULA`WEEPING YAUPON HOLLYLAGERSTROEMIA INDICA `GLENDORA WHITE`GLENDORA WHITE CRAPE MYRTLE-STANDARDTABEBUIA UMBELLATAYELLOW TRUMPET TREEPALM TREESSABAL PALMETTOCABBAGE PALMETTOSYMBOLBOTANICAL / COMMON NAMESHRUBSALPINIA ZERUMBET `VARIEGATA`VARIEGATED SHELL GINGERBAMBUSA GLAUCESCENSHEDGE BAMBOOGALPHIMIA GLAUCATHRYALLISLOROPETALUM CHINENSE VAR. RUBRUM RUBYREDLEAF CHINESE FRINGE BUSHPODOCARPUS MACROPHYLLUS MAKISHRUBBY YEWRHAPIS EXCELSALADY PALMSCHEFFLERA ARBORICOLA `TRINETTE`SCHEFFLERAVIBURNUM OBOVATUMWALTER`S VIBURNUMSYMBOLBOTANICAL / COMMON NAMESHRUB AREASPLUMBAGO AURICULATABLUE PLUMBAGOZAMIA PUMILACOONTIEGROUND COVERSEVOLVULUS GLOMERATUSBLUE DAZELANTANA BLOOMIFY REDBLOOMIFY RED LANTANAMUHLENBERGIA CAPILLARISPINK MUHLY GRASSTRACHELOSPERMUM ASIATICUM `MINIMA`DWARF JASMINEPLANT SCHEDULEPROPOSED HOTELMAINE STREETMAGUIRE ROAD SOUTH BLUFORD AVENUEC-2FLU=COMMERCIALDAY CARE CENTERDAY CAREPROPOSED WET DETENTION PONDPOOLRAIN GARDENMary Katherine MagleyState of Florida Lic. No.: LA 0001375Landscape Archi tectu re Site PlanningProject Managemen t 1817 E. Was hi ngt o n Str eet ▪ Orlando, FL 3 28 0 3 ▪ 407. 75 8.9 4 5 6Seal1/25/2024 10:02:50 AM MagleyDesignMDSCALE AS INDICATEDCHECKED BY:DRAWN BY:DATE:PROJECT NUMBER:MKMMDNOVEMBER 14, 2023MD#2328PRELIMINARY SITE PLANCONCEPTUALPLANTING PLANNOVEMBER 16, 2023ISSUEDPRELIMINARY SITE PLANREVISION NUMBERREVISIONSREVISION DATEREVISION DESCRIPTIONCAMBRIA SUITES AT OCOEE924 Maguire RD Ocoee, FL 34761Maguire Holding GroupL1CITY COMMENTS12CITY COMMENTS01/25/202412/21/2023 Ocoee Parking: (117 rooms with 112 parking spaces) Guest Room: (total 88 parking spaces) Our hotel concept is to build a 117-room, upscale, Cambria Hotel by Choice Hotels. In the past most guests traveled to their hotel via with their own personal car or when flying to the destination they would arrive via rental car. Today, as you know, there are several other choices such as Uber, LIFT ect.. We have experienced a falloff of the one-to-one vehicle per rented room over recent years in Orlando and anticipate the same average ratio in the hotel market that we are entering in Ocoee. We have observed, in many locations, the reduction from the one-to-one ratio parking space per bedroom to a 0.5-to-1 ratio. I have attached a CoStar report that reflects similar type hotels averaging a 0.84 spaces ratio for every guestroom occupied; subsequently, we are requesting consideration to a reduction authorizing a 0.75-to-1 ratio, equating our 117 rooms to 88 spaces. This does not include having some public, street parking alongside our hotel property. When you review this report and our editorial below, we are hopeful that consideration will be granted accordingly in order for us to proceed with our project. Employee Parking: (total 8 parking spaces) In this scenario we are requesting you to stay with the code per shift of 1 space for manager plus one space for every three employees. We estimate that at any peak period we would not exceed the following: Scenario: 117 occupied rooms if at 100% occupancy = housekeeping staff average guest length of stay would be 2.5 days. We would realize 47 check out rooms of which a maid cleans16 C/O day that equates to 3 maids., the remaining 70-rooms are classified as stayovers and require a daily refresh (our maids do 30 to 32 daily refreshes per day), which would calculate to 2 additional maids. We would also require 1 houseman, 2 supervisors and the department manager, for a total of 9 employees (this takes into consideration Do not disturb requests, which get zero service). Next, we have Front desk, which would require 2 employees. Maintenance would require 2 pp. F & B with 50 seats and a staffing guide of 25 covers per 4 hours for breakfast and 4 hours for lunch (8-hour shift) would equate to 2pp plus culinary staff of an additional 2 pp plus 1 bartender and 1 manager for a total of 6pp in F&B. Then there is the event space of 1,500 sq ft reflecting day-time events more than nighttime. A sit-down meal function requiring the most servers, we count 10 sq ft per function attendee. So 1,500 would equate to a maximum of 150 pp (we would discourage maximum capacity in lieu of attendee comfort.) We would increase ours to 15 sq ft per person, which equates to 100 maximum attendees divided by 1 server for every 25 seats, equaling 4 servers as the F & B manager would supervise the event. This gives a total of 24 employees divided by 3, which equals a total of 8 parking spaces. F & B: (total 8 parking spaces) The build out of the F & B outlet space (mainly rooftop) is driven to attract our in-house guest and to capture more than our fair share of the market’s occupancy; therefore, we have minimal expectations of driving heavy local traffic to the hotel. Although we do believe we will capture some of that local business, it would be controlled understanding that most locals coming will be nighttime patrons, visiting when we do not have the housekeeping staff at the property that reduce available spaces. I view this as potentially a trade-off as employees leaving from the heavy daytime shift are now available for local drive-to guests to the property. However, the code reads, “one parking space for every six seats”, which would equate to 8 parking spaces. We do not see this ratio happening during the daytime, but if so, this would be when the majority of our hotel guests will be off sight thus freeing up parking spaces. Event Space: (total 8 spaces) The event space, if I read the code correctly, refers to assembly, which is 1 space for every 100 sq. ft. In our case being 1,500 sq ft. requires us to have 15 dedicated spaces. I am asking consideration for 0.5 parking spaces for every 100 sq. ft. of meeting space. My reasoning is that this space is being considered for two objectives. One being to accommodate in-house groups for their respective meetings, noting that at best minimal, local, non-staying, guests would be attending as these meetings would take place during the daytime primarily. The second reason is to attract some local, social, events that would be more driven for night-time events allowing for additional parking spaces being available from the lack of our day-time employees not being on-site. These events also spark attendees to stay over as we promote “take the elevator home” campaigns. Once again reducing parking burden Alternatively we could incorporate valet parking to assist in controlling on-site traffic while adding a touch of elegance to the event. If you grant us this allowance, this will account for another 8 parking spaces. In closing, the above scenario also does not take into consideration the additional public curbside parking spaces, which we understand can be used for our visiting local guests as well. The above, if granted, gets us to our 112 parking spaces, which we believe will adequately accommodate our hotel staff and their guests. I am available to attend any meeting in person or by telephone to answer any questions that you may have. I am hopeful that you and your committee will consider our request so that we may move forward to the next level of our hotel project. Sincerely and respectfully, Marco A. Manzie CHA, CAM President 12562 International Dr. Orlando, FL 32821 (321) 329-4054 - DL (954) 914-5464 - Cell (321) 329-4001 - Fax www.paramounthospitality.com Open and Under Construction Properties Properties exluded if # of Parking Spots was Blank Property Name Property Address Rooms Constr Status Brand Scale Year Built Hotel Open Date Operational Status City State Zip Market Name Submarket Name Hotel Location Type Secondary Type Restaurant Number Of Parking Spaces Parking Spaces/Room Home2 Suites by Hilton Orlando Lake Nona 10002 Eagle Creek Sanctuary Blvd 70 Existing Home2 Suites by Hilton Upper Midscale 2023 09/08/2023 Open Orlando FL 32832 Orlando Orlando South Suburban Hotel No 160 2.285714286 The Terraces at The Grove Resort 14501 Grove Resort Ave 160 Under Construction Independent 2023 Winter Garden FL 34787 Orlando Orlando Central Resort Hotel Yes 211 1.31875 Hilton Garden Inn Orlando I-4 Millenia Blvd Mall 5058 Millenia Palms Dr 132 Under Construction Hilton Garden Inn Upscale 2023 Orlando FL 32839-2178 Orlando Orlando South Suburban Hotel Yes 141 1.068181818 WoodSpring Suites Orlando East UCF 1675 Bonneville Dr 122 Under Construction WoodSpring Suites Economy 2023 Orlando FL 32826 Orlando Orlando Central Suburban Hotel No 125 1.024590164 Hyatt House Orlando/International Drive 5374 International Dr 175 Under Construction Hyatt House Upscale 2023 Orlando FL 32819-9427 Orlando Orlando International Drive Resort Hotel No 148 0.845714286 Hyatt House Orlando Airport 5472 Gateway Village Cir 156 Existing Hyatt House Upscale 2023 02/07/2023 Open Orlando FL 32812 Orlando Orlando South Airport Hotel Yes 81 0.519230769 Cambria Hotel Orlando Universal Blvd 6801 Visitors Cir 118 Existing Cambria Hotels Upscale 2023 05/18/2023 Open Orlando FL 32819 Orlando Orlando International Drive Resort Hotel Yes 25 0.211864407 WoodSpring Suites Orlando I-4 & Convention 6025 Sand Lake Vista Dr 122 Existing WoodSpring Suites Economy 2022 06/09/2022 Open Orlando FL 32819-3539 Orlando Orlando International Drive Resort Hotel No 88 0.721311475 Disney's Star Wars Galactic Starcruiser 201 S Studio Rd 100 Existing Disney's Deluxe Resorts Upper Upscale 2022 03/01/2022 Open Lake Buena Vista FL 32830 Orlando Lake Buena Vista Resort Hotel Yes 26 0.26 Holiday Inn Express & Suites Sanford - Lake Mary 4750 W State Road 46 121 Existing Holiday Inn Express Upper Midscale 2021 09/16/2021 Open Sanford FL 32771 Orlando Orlando North Suburban Hotel No 188 1.553719008 Element Orlando International Drive 5750 Central Florida Pky 140 Existing element Upscale 2021 02/01/2021 Open Orlando FL 32821-8638 Orlando Orlando International Drive Resort Hotel No 216 1.542857143 Aloft Orlando International Drive 5730 Central Florida Pky 144 Existing aloft Hotel Upscale 2021 02/01/2021 Open Orlando FL 32821-8638 Orlando Orlando International Drive Resort Hotel No 218 1.513888889 Extended Stay America Orlando - Kissimmee 7727 W Irlo Bronson Memorial Hwy 122 Existing Extended Stay America Suites Midscale 2021 01/01/2021 Open Kissimmee FL 34747-1727 Orlando Kissimmee West Resort Hotel No 130 1.06557377 Homewood Suites by Hilton Orlando at FLAMINGO CROSSINGS Town Center 411 Flagler Ave 229 Existing Homewood Suites by Hilton Upscale 2021 02/18/2021 Open Winter Garden FL 34787 Orlando Orlando Central Suburban Hotel No 210 0.917030568 Residence Inn Orlando at Flamingo Crossings Town Center 2111 Flagler Ave 223 Existing Residence Inn Upscale 2021 12/03/2021 Open Winter Garden FL 34787 Orlando Orlando Central Suburban Hotel No 178 0.798206278 Holiday Inn Express Orlando - South Park 2776 Destination Pky 92 Existing Holiday Inn Express Upper Midscale 2021 04/15/2021 Open Orlando FL 32819 Orlando Orlando International Drive Resort Hotel No 73 0.793478261 SpringHill Suites Winter Park 1127 N Orlando Ave 126 Existing SpringHill Suites Upscale 2021 11/11/2021 Open Winter Park FL 32789-1901 Orlando Orlando Central Suburban Hotel No 95 0.753968254 Fairfield by Marriott Inn & Suites Orlando at FLAMINGO CROSSINGS® Town Center 631 Flagler Ave 273 Existing Fairfield Inn Upper Midscale 2021 10/11/2021 Open Winter Garden FL 34787 Orlando Orlando Central Suburban Hotel No 197 0.721611722 Cambria Hotel Orlando Airport 7986 Conway Rd 108 Existing Cambria Hotels Upscale 2021 04/20/2021 Open Orlando FL 32812-4000 Orlando Orlando South Airport Hotel Yes 77 0.712962963 Tru by Hilton Orlando Convention Center Area 6461 Westwood Blvd 259 Existing Tru by Hilton Midscale 2020 09/03/2020 Open Orlando FL 32821 Orlando Orlando International Drive Resort Hotel No 193 0.745173745 Home2 Suites by Hilton Orlando Flamingo Crossings Flamingo Crossings Blvd 272 Existing Home2 Suites by Hilton Upper Midscale 2020 12/17/2020 Open Winter Garden FL 34787 Orlando Orlando Central Suburban Hotel No 192 0.705882353 Aloft Orlando Lake Buena Vista 7950 Palm Pky 141 Existing aloft Hotel Upscale 2020 01/01/2021 Open Orlando FL 32836 Orlando Lake Buena Vista Resort Hotel Yes 75 0.531914894 element Orlando Universal Blvd 8278 Universal Blvd 165 Existing element Upscale 2020 06/29/2020 Open Orlando FL 32819 Orlando Orlando International Drive Resort Hotel Yes 35 0.212121212 Home2 Suites by Hilton Orlando Near UCF 3414 Technological Ave 124 Existing Home2 Suites by Hilton Upper Midscale 2019 12/01/2019 Open Orlando FL 32817 Orlando Orlando Central Suburban Hotel No 135 1.088709677 Holiday Inn Express & Suites Orlando - Lake Buena Vista 11409 Marbella Palms Ct 140 Existing Holiday Inn Express Upper Midscale 2019 05/01/2019 Open Orlando FL 32836 Orlando Lake Buena Vista Resort Hotel No 102 0.728571429 La Quinta Inn & Suites by Wyndham Orlando IDrive Theme Parks 11545 International Dr 101 Existing La Quinta Inns & Suites Upper Midscale 2019 11/01/2019 Open Orlando FL 32821 Orlando Orlando International Drive Resort Hotel No 64 0.633663366 Tryp by Wyndham Orlando 11539 International Dr 98 Existing Tryp by Wyndham Upper Midscale 2019 11/01/2020 Open Orlando FL 32821-7331 Orlando Orlando International Drive Resort Hotel Yes 60 0.612244898 Home2 Suites by Hilton Orlando Near Universal 5910 American Way 121 Existing Home2 Suites by Hilton Upper Midscale 2019 03/01/2019 Open Orlando FL 32819 Orlando Orlando International Drive Resort Hotel No 31 0.256198347