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HomeMy WebLinkAboutItem 07 Approval of Cambria Suites at Ocoee Large-Scale Final Site Plan City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: September 16, 2025 Item #: 7 Contact Name: Anoch Whitfield Department Director: Contact Number: Ext. 1016 City Manager: Craig Shadrix Subject: Approval of Cambria Suites at Ocoee Large-Scale Final Site Plan: Project No. LS- 2024-005. (Development Services Deputy Director 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 located in 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 Final Site Plan consists of a 6- story hotel with 118 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-area 1 of Target Area 2 of the Community Redevelopment Area (CRA) and, as such, also benefits from the City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org 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. The Preliminary Site Plan was approved by the City Commission on March 5, 2024, with the waivers below: • Building Setback - North: from 25 feet to 9.79 feet • Building Setback - West: from 25 feet to .61 feet • Number of parking spaces: from 134 required spaces to 108 proposed spaces (based on a parking study provided at that time). • Number of loading spaces: from 3 loading spaces to 1 loading space • Maximum Building Height: from 5 stories to 6 stories The Preliminary Site Plan was also approved, subject to three (3) conditions. Two of the conditions have been met. The third condition was that a Development Agreement may be needed, depending on the timing of construction of the hotel and construction of the North Bluford Streetscape Project, relative to roundabout improvements, to avoid conflicts between the alignment and engineering of the Maine Street driveway and the planned roundabout at the intersection of Maine Street and North Bluford Avenue. At this time, construction has not yet begun on either project. Thus, staff recommends that this condition be carried forward. Stormwater: Stormwater retention will be provided on-site. 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 also includes a drive aisle that goes to the south property line in order to provide a vehicular interconnect to the existing hotel on the south. Utilities: The project will be served by City utilities. The Utilities Department has approved the project. Issue: Should the Honorable Mayor and City Commissioners approve the Final 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 condition that a Development Agreement may be needed, depending on the timing of construction of the hotel and Construction of the North Bluford Streetscape Project, relative to roundabout improvements, to avoid conflicts between the alignment and engineering of the Maine Street driveway and the planned roundabout at the intersection of Maine Street and North Bluford Avenue? Recommendations: Staff recommends that the Honorable Mayor and City Commissioners approve the Final Large-Scale Site Plan for the Cambria Suites at Ocoee Hotel, located on the property identified as parcel ID number 20-22-28-0000- 00-074, with one condition: Depending on the timing of the hotel's construction and the North Bluford Streetscape Project, a Development Agreement may be required to be brought back to address potential conflicts between the engineering and alignment of the Maine Street driveway and the planned roundabout at Maine Street and North Bluford Avenue. Attachments: 1. Location Map City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org 2. Aerial Map 3. Surrounding Zoning Map 4. Surrounding FLUM Map 5. Civil Plans 6. Landscape Plans Financial Impacts: None Type of Item: Consent S B l u f o r d A v e Maine St W Colonial Dr E Geneva St M a g u i r e R d R i c h m o n d A v e La k e B e n n e t D r O a s i s P a l m C i r Acces s R d Cambria Suites Large-Scale Site PlanLocation Map I Maine St M a g u i r e R d S B l u f o r d A v e Ri c h m o n d A v e O a s i s P a l m C i r O a s i s I s l a n d D r Acces s R d Mercantile Ct I 0 125 25062.5 Feet Cambria Suites at Ocoee Large-Scale Site PlanAerial Photography C-2 C-3 I-2 C-2 M a g u i r e R d Maine St Cambria Suites Large-Scale Site Plan Surrounding Zoning Map Development ServicesDepartment I 0 120 24060Feet Created: month year Subject Property 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)General Commercial (C-3) General Industrial (I-2)Commercial (PUD)Low Density (PUD)Medium Density (PUD) Restricted Manufacturing& Warehousing (I-1) High Density (PUD)Public Use (PUD)Unclassified COMM HI M a g u i r e R d S B l u f o r d A v e Maine St Mercantile Ct Cambria Suites Large-Scale Large-Scale Site Plan Surrounding Future Land Use Map Created: month year Development ServicesDepartment I 0 120 24060Feet Subject Property Future Land Use Classification:Low Density Residential (LDR)Medium Density Residential (MDR)High Density Residential (HDR)Professional Offices and Services (PS)Commercial (COMM)Light Industrial (LI)Heavy Industrial (HI)Conservation/Floodplains (CONS)Recreation and Open Space (REC)Public Facilities/Institutional (INST) ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT JOB #56359 DRAWN BY: SAH PREPARED FOR: LOCATION: ATLANTIKOS LENDING GROUP, LLC 924 AND 1100 MAGUIRE ROAD OCOEE, FL 34761 PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME: SHEET 1 OF 3SCALE: 1" = 40' BY:REVISIONDATE:JOB # SURVEY DATE:11/16/22 BOUNDARY AND TOPOGRAPHIC SURVEY COPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024 CO FH EM EB TV GM BB - BOTTOM OF BANK - BACK FLOW PREVENTER - BENCHMARK - BOLLARD -E-- BURIED ELECTRIC BWF - BARBED WIRE FENCE - CABLE TV RISER -C-- BURIED CABLE TV Δ - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET LEGEND DOC #- DOCUMENT # DP - DUMPSTER PAD DW - DRIVEWAY - EASEMENT NUMBER - ELECTRIC METER - ELECTRICAL BOX EL - ELEVATION ESMT - EASEMENT EP - EDGE OF PAVEMENT FDC - FIRE DEPARTMENT CONNECTION FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION - FIRE HYDRANT -FM-- FORCE MAIN FND - FOUND - FIBER OPTIC BOX -FO-- FIBER OPTIC LINE -G-- GAS LINE - GAS METER - GAS VALVE - GREASE TRAP - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD - IRRIGATION VALVE L - ARC LENGTH LB - LICENSED BUSINESS - LIGHT POLE LSA - LANDSCAPE AREA LS - LICENSE SURVEYOR # D IV TSB TR UP T TP TB - TOP OF BANK - TRAFFIC POLE - TRAFFIC SIGN - TRANSFORMER/JUNCTION BOX - TELEPHONE RISER - TRAFFIC SIGNAL BOX TYP - TYPICAL - UTILITY BOX UE - UTILITY EASEMENT - UTILITY MARKER - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE WS - WOOD SHED - WATER VALVE - WATER METER - YARD DRAIN -T- - UNDERGROUND TELEPHONE - STORM INLET - STORM MANHOLE -S- - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SF - SQUARE FEET SWF - STOCK WIRE FENCE x00.00 - SPOT ELEVATION -D- - STORM/DRAIN LINE - SEWER VALVE - SANITARY MANHOLE SV S D MEAS - MEASURED MF - METAL FENCE MS - METAL SHED - MITERED END SECTION - MONITORING WELL N&D - NAIL & DISC NAVD - NORTH AMERICAN VERTICAL DATUM NGVD - NATIONAL GEODETIC VERTICAL DATUM NT - NON-TANGENT NTS - NOT TO SCALE ORB - OFFICIAL RECORDS BOOK -OW- - OVERHEAD WIRE PB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PF - PLASTIC FENCE PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE # PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY UB GV G FO TERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THE SURVEY DATE OR REVISION DATE." THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." -OR- THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371. SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/23 57371 SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/23 57528 SNHADDED ADDITIONAL IMPROVEMENTS1/4/24 57641 N. LINE, NW 1/4, SW 1/4, SW 1/4 SECTION 20-22-28 N. LINE, SW 1/4, SW 1/4 SECTION 20-22-28 N. LINE, S. 1/2 NW 1/4, SW 1/4 SECTION 20-22-28 W. L I N E , S W 1 / 4 SE C T I O N 2 0 - 2 2 - 2 8 N. R/W LINE WASHINGTON STREET TOWN OF OCOEE PB "A", PGS 100 & 101 POINT OF TERMINATION CURVE DATA Δ=24°30'58" R=2864.93' L=1225.87' DESC C E N T E R L I N E V A C A T E D 6 0 ' S E A B O A R D C O A S T L I N E R A I L R O A D R / W ( A L S O K N O W N A S F L O R I D A M I D L A N D R A I L W A Y ) TV TV TV TV TV TV TV UP UP X X X 6' MF 4' BWF 6 ' C L F 6' C L F 4' BWF (DILAPIDATED) 4 ' B W F ( D I L A P I D A T E D ) E P E P A S P H A L T A S P H A L T W I T N E S S M O N U M E N T D D D D D D OW OW G U A R D R A I L ZO N E " X " ZO N E " A E " Z O N E " X " Z O N E " A E " FLOOD LINE SCALED PER FIRM FLOOD LINE SCALED PER FIRM CURVE DATA Δ = 07°44'36" R = 1754.83' L = 237.16' CHORD S32°12'15"E 236.98' C&M FND 4"x4" CM NO # (BROKEN) (0.8'S) FND 5/8" IR LB #2108 2' CONC CURB ASPHALT ASPHALT EP OW C O N C H E A D W A L L 2.8' 4.8' 12.3' 2.7' 5.9' 4.6' 2.7' 18.8 ' 25' 34.1' NOT INCLUDED PARCEL: 19-22-28-0000-00-080 OWNER: SOMWARU SATISH M NE CORNER SECTION 19-22-28 AND S. 1/2, NW 1/4, SW 1/4 SECTION 20-22-28 EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t   ϰ ϴ ϯ ͘ ϳ Ϯ Ζ   Θ D ^ ϯ ϲ Σ Ϭ ϰ Ζ ϯ ϯ Η    ϭ ϳ Ϭ ͘ ϴ ϯ Ζ   Θ D ^ ϯ ϲ Σ Ϭ ϰ Ζ ϯ ϯ Η    ϰ Ϭ ϯ ͘ ϲ ϲ Ζ  D   ^ WEST DESC S 3 5 ° 5 1 ' 2 4 " E 7 0 5 . 9 4 ' D E S C N 3 5 ° 5 1 ' 2 4 " W 8 9 5 . 3 0 ' D E S C S0 0 ° 2 6 ' 0 5 " E 8 5 3 . 0 9 ' D E S C N89°58'30"W 1179.80' DESC N 1 1 ° 2 0 ' 2 6 " W 9 4 0 . 9 0 ' D E S C N 1 1 ° 2 0 ' 2 6 " W 1 1 0 . 0 0 ' D E S C V A C A T E D 6 0 ' S E A B O A R D C O A S T L I N E R A I L R O A D R / W ( A L S O K N O W N A S F L O R I D A M I D L A N D R A I L W A Y ) L4 X X X X X X X EP X X X X X X X X X X X X X POB (AND) C O N C H E A D W A L L C O N C H E A D W A L L Z O N E " A E " F L O O D W A Y Z O N E " X " T B T B TB TB W I T N E S S M O N U M E N T L 5 30' 30' A N D A N D ( L E S S ) PA R C E L : 1 9 - 2 2 - 2 8 - 0 0 0 0 - 0 0 - 0 3 1 OW N E R : B R I G H T H O U S E N E T W O R K S L L C (N O T I N C L U D E D ) SO U T H D E S C NORTH PARCEL VACANT - NO BUILDINGS OBSERVED S 3 6 ° 0 7 ' 1 6 " E 2 4 3 . 2 8 ' D E S C S O U T H B L U F O R D A V E N U E ( F O R M E R S T A T E R O A D 4 3 9 ) D B 4 3 0 , P G 3 0 ( 6 6 ' R / W ) L 1 3 L1 4 L 1 5 EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t   ϱ ϭ ϯ ͘ ϳ Ϯ Ζ   Θ D 1. BEARING STRUCTURE IS ASSUMED AND BASED ON THE SOUTHWESTERLY RIGHT-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 OR CLIENTS REPRESENTATIVE. 3. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THIS SURVEY WAS MADE ON THE GROUND. ANY UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM OBSERVED SURFACE UTILITY FEATURES AND/OR DRAWINGS PROVIDED BY CLIENT. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 4. SUBJECT PROPERTY LIES IN ZONE "A" AND "X" BASED ON FLOOD INSURANCE RATE MAP NO. 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. LIABILITY TO THIRD PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED. 6. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 7. THIS SURVEY MADE WITH BENEFIT OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY'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 AN ELEVATION 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, THEREFORE BEARINGS SHOWN AS "CALC" ARE TO DEPICT ALL PROPERTY LINES RELATIVE TO ONE BEARING BASIS AND DO NOT REFLECT ANY ISSUES WITH DESCRIPTION. PER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY'S COMMITMENT NO. 332443 A5, EFFECTIVE: MAY 12, 2017 ALL THAT PART OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING WEST OF THE VACATED FLORIDA MIDLAND RAILWAY, AND MORE PARTICULARLY DESCRIBED: BEGINNING AT A POINT IN THE SECTION LINE ON THE WEST SIDE OF SAID SECTION 20, AT A POINT 10 CHAINS NORTH OF THE SOUTHWEST CORNER OF SAID SECTION, RUN EAST 9 CHAINS MORE OR LESS TO RIGHT OF WAY OF THE VACATED FLORIDA MIDLAND RAILWAY; THENCE IN A NORTHWESTERLY DIRECTION ALONG SAID RIGHT OF WAY TO NORTH BOUNDARY OF SAID SOUTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE WEST TO SECTION LINE; THENCE SOUTH ON SECTION LINE TO THE POINT OF BEGINNING. LESS RIGHT OF WAY FOR MAGUIRE ROAD AS RECORDED IN O.R. BOOK 1294, PAGE 767 AND IN O.R. BOOK 6138, PAGE 3157, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. AND THAT 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 VACATED RAILROAD RIGHT OF WAY. AND A TRACT OF LAND LYING 30.00 FEET EITHER SIDE OF THE CENTERLINE OF SEABOARD COASTLINE RAILROAD AND EAST OF THE WEST SECTION LINE OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, SAID CENTERLINE DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE RUN N. 00 DEGREES 12'54” W. 1646.47 FEET ALONG THE WEST SECTION LINE FOR A POINT OF BEGINNING; THENCE S. 35 DEGREES 51'24' E. 705.94 FEET TO THE POINT 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 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE RUN NORTH 00°12'54” WEST 691.70 FEET ALONG THE WEST LINE OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE SOUTH 89°40'46” EAST 342.08 FEET ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20 FOR A POINT OF BEGINNING; THENCE NORTH 15°49'19” WEST 290.12 FEET; THENCE NORTH 54°21'11” EAST 150.84 FEET; THENCE SOUTH 35°51'24” EAST 455.00 FEET; THENCE NORTH 89°40'46” WEST 310.00 FEET TO THE POINT OF BEGINNING. 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 AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N 00°28'46” WEST, ALONG THE WESTERLY LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 1047.57 FEET, THENCE, DEPARTING SAID WESTERLY 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 OFFICIAL RECORDS BOOK 6138, PAGE 3157 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND BEING ON A CURVE CONCAVE SOUTHWESTERLY, THENCE RUN NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY AND ALONG THE ARC OF SAID CURVE HAVING A RADIUS LENGTH OF 560.27 FEET, A CENTRAL 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, RUN NORTH 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 47.57 FEET; THENCE, DEPARTING SAID EASTERLY RIGHT-OF-WAY, RUN NORTH 85°13'25” EAST, A DISTANCE OF 194.20 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE AND HAVING A RADIUS LENGTH OF 215.00 FEET, A CENTRAL 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, RUN NORTH 18°57'02” EAST, A DISTANCE OF 114.73 FEET TO THE WESTERLY RIGHT-OF-WAY OF SOUTH BLUFORD AVENUE AS PER OFFICIAL RECORDS BOOK 3607, PAGE 2027; THENCE, ALONG SAID WESTERLY RIGHT-OF-WAY, RUN SOUTH 36°07'16” EAST, A DISTANCE OF 243.28 FEET TO THE SOUTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3669, PAGE 1602 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID WESTERLY RIGHT-OF-WAY, RUN SOUTH 53°26'56” WEST, A DISTANCE OF 7.36 FEET ALONG SAID SOUTH LINE; THENCE, DEPARTING SAID SOUTH LINE, RUN NORTH 65°08'01” WEST, A DISTANCE OF 67.18 FEET; THENCE RUN SOUTH 85°13'25” WEST, A DISTANCE OF 305.15 FEET; THENCE RUN SOUTH 36°45'02” WEST A DISTANCE OF 55.77 FEET TO THE POINT OF BEGINNING. N E S W MAP OF SURVEY THE FOLLOWING ENCUMBRANCES LISTED BELOW PER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY'S COMMITMENT NO. 332443 A5, EFFECTIVE: MAY 12, 2017, ARE KNOW TO THIS SURVEYOR AND HAVE BEEN SHOWN HEREON. 5. (INTENTIONALLY DELETED.) 6. AMENDMENT TO CITY OF OCOEE WASTE WATER DEVELOPERS' AGREEMENTS RECORDED IN O.R. BOOK 4476, PAGE 1320 AND WATER AND SEWER REVENUE AND MAINTENANCE FEE AGREEMENT RECORDED IN O.R. BOOK 4958, PAGE 3817 AND AMENDMENTS RECORDED IN O.R. BOOK 10113, PAGE 7975, O.R. BOOK 10113, PAGE 7988 AND 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 EASEMENTS TO DEPICT.) 8. (INTENTIONALLY DELETED.) 9. NON-EXCLUSIVE PERPETUAL SLOPE EASEMENT AGREEMENT CONTAINED IN INSTRUMENT 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 OF THE CITY OF OCOEE CONTAINED IN INSTRUMENT RECORDED FEBRUARY 6, 2017, UNDER INSTRUMENT NUMBER 20170068631, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (SHOWN HEREON.) VICINITY MAP (NOT TO SCALE) N CF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024 DESCRIPTION NOTES ENCUMBRANCES GRAPHIC SCALE 1" = 80'40'120'20'0' 40' LINE CHART L1 S89°31'02"W 10.00' C&M S89°31'11"W 10.00' DESC L2 N26°31'57"E 37.26' DESC S26°31'46"W 37.26' MEAS S26°31'55"W 37.26' DESC L3 S74°33'25"E 17.31' C&M N74°33'16"W 17.31' DESC L4 N00°28'58"W 73.09' CALC L5 S36°04'33"E 58.80' MEAS L6 S54°04'52"W 44.00' MEAS L7 S53°26'56"W 7.36' DESC L8 N65°08'01"W 67.18' DESC L9 S65°08'13"E 49.78' C&M L10 S36°04'33"E 15.04' C&M L11 N36°44'50"E 55.77' CALC S36°45'02"W 55.77' DESC L12 S89°57'05"E 50.00' CALC L13 S36°04'33"E 108.81' CALC L14 N00°28'58"W 30.00' MEAS L15 S36°04'33"E 50.00' MEAS C1-CURVE DATA Δ=03°31'27” R=560.27' L=34.46' CHORD N12°33'55"W 34.46' DESC N12°31'16"W 35.39' MEAS C2-CURVE DATA Δ=13°50'53" R=560.27' L=135.41' CHORD N07°24'16"W 135.08' DESC N07°24'16"W 135.08' MEAS LAND AREA NORTH 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 ST RI C H M O N D A V E S . B L U F O R D A V E W. COLONIAL DR MA G U I R E R D OCOEE TOWN CENTER BLVD O A S I S I S L A N D D R SITE SITE MATCH LINE - SHEET 2 OF 3 WRITTEN BY SURVEYOR: A PORTION OF LAND LYING THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE N00°28'58"W ALONG THE WEST LINE OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, A DISTANCE OF 691.70 FEET; THENCE S89°57'05"E ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 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 A POINT 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 OF 10.00 FEET; (3) THENCE N00°28'58"W A DISTANCE OF 106.76 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 560.27 FEET, A CHORD BEARING OF N05°35'49"W, A CHORD DISTANCE OF 99.89 FEET, (4) RUN THENCE NORTHWESTERLY ALONG THE ARC 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 MAINE STREET; 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 FEET TO THE WEST RIGHT-OF-WAY LINE OF SOUTH BLUFORD AVENUE; THENCE CONTINUE S36°04'33"E ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 15.04 FEET; THENCE S54°04'52"W A DISTANCE 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 THE WEST LINE OF SAID OFFICIAL RECORD DOCUMENT #20230166746, A DISTANCE OF 290.12 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE N89°57'05"W ALONG SAID SOUTH LINE, A DISTANCE OF 292.08 FEET TO THE POINT OF BEGINNING. PROPOSED SOUTH PARCEL DESCRIPTION 1 - 24" OAK 2 - 24" OAK 3 - 20" OAK 4 - 24" OAK 5 - 21" OAK 6 - 14" OAK 7 - 28" OAK 8 - 30" OAK 9 - 28" OAK 10 - 15" CHINA 11 - 16" OAK 12 - 26" OAK 13 - 48" OAK 14 - CRAPE MYRTLE 15 - CRAPE MYRTLE 16 - CRAPE MYRTLE 17 - 9" OAK 18 - 9" OAK 19 - 8" OAK 20 - 7" OAK 21 - 6" OAK 22 - 9" OAK 23 - 10" OAK 24 - 14" OAK 25 - 11" OAK 26 - 9" OAK 27 - 7" CRAPE MYRTLE 28 - 10" OAK 29 - 10" OAK 30 - 11" OAK 31 - 11" OAK 32 - 13" OAK 33 - 9" OAK 34 - 11" OAK 35 - 11" OAK 36 - 9" OAK 37 - 11" OAK 38 - 10" OAK 39 - 7" OAK 40 - 9" OAK 41 - 9" CRAPE MYRTLE 42 - 9" OAK 43 - 9" OAK 44 - 9" OAK 45 - 12" OAK 46 - 10" OAK 47 - 10" OAK 48 - 12" OAK 49 - 10" OAK 50 - 11" OAK 51 - 8" OAK 52 - 8" OAK TREE CHART 120.64 121.10 1 2 1 . 6 3 11 8 . 4 5 11 9 . 1 5 S O U T H B L U F O R D A V E N U E ( F O R M E R S T A T E R O A D 4 3 9 ) D B 4 3 0 , P G 3 0 ( 6 6 ' R / W ) S. LINE, NW 1/4, SW 1/4, SW 1/4 SECTION 20-22-28POB 40' 50' LESS & EXCEPT NOT INCLUDED PARCEL: 20-22-28-0000-00-059 OWNER: 880 S BLUFORD AVE LLC N. R/W LINE STATE ROAD 50 S. LINE, SW 1/4 SECTION 20-22-28 W. L I N E , S W 1 / 4 SE C T I O N 2 0 - 2 2 - 2 8 N42°33'38"W (TANGENT BEARING) CURVE DATA Δ=06°42'14" R=5729.65' L=670.40' DESC V A C A T E D 6 0 ' S E A B O A R D C O A S T L I N E R A I L R O A D R / W ( A L S O K N O W N A S F L O R I D A M I D L A N D R A I L W A Y ) D D OW OW OW CW CW 2' C O N C C U R B 2 ' C O N C C U R B A S P H A L T AS P H A L T EP E P E P E P A S P H A L T S O U T H W E S T E R L Y R / W L I N E O R B 3 6 6 9 , P G 1 6 0 2 ( B E A R I N G B A S I S ) FND 4"x4" CM ILLEGIBLE FND 4"x4" CM NO # POB (PROPOSED SOUTH PARCEL) FND 1/2" IR, LB #6393 SET 1/2" IR LB #4475 ALSO FND 5/8" IR LB #2108 (0.7'S,0.4'E) 6.5' 5.9' 1.5' PARCEL: 20-22-28-0000-00-032 OWNER: BOULDER HOTEL ORLANDO WEST LLS (NOT INCLUDED) PARCEL: 19-22-28-0000-00-031 OWNER: BRIGHT HOUSE NETWORKS LLC (NOT INCLUDED) 118.9 CURVE DATA ȴсϭϬΣϭϭΖϱϯΗ R=215.00' L=38.27' CHORD EϴϬΣϬϳΖϭϲΗ 38.22' C&M N80°07'28"E 38.22' DESC N1 8 ° 5 7 ' 0 2 " E 1 1 4 . 7 3 ' D E S C S 3 6 ° 0 7 ' 1 6 " E 2 4 3 . 2 8 ' D E S C Eϭ ϴ Σ ϱ ϲ Ζ ϱ Ϭ Η    ϵ ϱ ͘ ϭ ϵ Ζ   Θ D SOUTH PARCEL VACANT - NO BUILDINGS OBSERVED EϮϬΣϯϭΖϱϬΗt 22.43' C&M L10 S . L I N E , O R B 3 6 6 9 , P G 1 6 0 2 5' TEMPORARY CONSTRU C T I O N E S M T INSTRUMENT NO. 20170 0 6 8 6 3 1 11 1 1 8 . 3 3 120.7 F H 12 1 . 4 5 12 1 . 3 9 CW CW CW CW C W CW CW CW A S P H A L T ASPHALT ASPHALT 2' CONC CURB 2' CONC CURB 8" CON C C U R B 8" CONC CURB 17.1 ' 2 ' 4.3' 2 . 5 ' 4 . 2 ' 1 1 5 . 7 3 EϴϵΣϱϬΖϮϰΗtϭϭϳ͘ϯϰΖD^ ^ϯϲ Σ Ϭ ϰ Ζ ϯ ϯ Η    ϰ Ϭ ϯ ͘ ϲ ϲ Ζ  D   ^ EϴϵΣϱϳΖϮϭΗϭϵϮ͘ϴϳΖD^ ^ ϯ ϲ Σ Ϭ ϰ Ζ Ϯ ϲ Η    ϰ ϱ ϰ ͘ ϵ ϳ Ζ  D   ^ N. 1 0 C H A I N S D E S C S89°40'46"E 342.08' DESC N O R T H W E S T E R L Y D E S C SO U T H D E S C N0 0 ° 1 2 ' 5 4 " W 1 6 4 6 . 4 7 ' D E S C N0 0 ° 1 2 ' 5 4 " W 6 9 1 . 7 0 ' D E S C E. 9± CHAINS DESC N54° 2 1 ' 1 1 " E 1 5 0 . 8 4 ' D E S C S 3 5 ° 5 1 ' 2 4 " E 4 5 5 . 0 0 ' D E S C N89°40'46"W 310.00' DESC S89°59'13"E 1178.37' DESC N 3 5 ° 5 1 ' 2 4 " W 1 2 9 8 . 7 0 ' D E S C N89°59'13"W DESC POC (AND) (LESS & EXCEPT) (AND LESS & EXCEPT) (PROPOSED SOUTH PARCEL) SW CORNER OF THE SW 1/4 OF SECTION 20-22-28 POB (LESS & EXCEPT) SW CORNER DOCUMENT #20230166746 SET 1/2" IR, LB #4475 ALSO FND 3/4" IP, LB #2864 (0.8'W) L6 L2 L8 N0 0 ° 2 8 ' 4 6 " W 1 0 4 7 . 5 7 ' D E S C MA G U I R E R O A D OR B 1 2 9 4 , P G 7 6 7 60 ' R / W POB (AND LESS & EXCEPT) D S85°13'25"W 305.15' DE S C NORTH PARCEL VACANT - NO BUILDINGS OBSERVED N O T I N C L U D E D O W N E R : C O N C E P T D E V E L O P M E N T I N C P A R C E L : 2 0 - 2 2 - 2 8 - 0 0 0 0 - 0 0 - 0 5 5 X X N0 0 ° 2 8 ' 4 9 " W 1 5 0 . 0 0 ' D E S C L1 N0 0 ° 2 8 ' 4 9 " W 1 0 6 . 7 6 ' D E S C L3 L9 C E N T E R L I N E V A C A T E D 6 0 ' S E A B O A R D C O A S T L I N E R A I L R O A D R / W ( A L S O K N O W N A S F L O R I D A M I D L A N D R A I L W A Y ) 30' 30' P O I N T O F T E R M I N A T I O N ( A N D ) N85°13'25"E 194.20' DES C EϴϱΣϭϯΖϭϯΗϭϵϰ͘ϮϬΖΘ D 5' TEMPORARY CONSTRU C T I O N E S M T INSTRUMENT NO. 20170 0 6 8 6 3 1 11 A N D ( L E S S ) D S 2 0 ° 3 1 ' 4 1 " E 7 0 . 0 0 ' D E S C S 2 0 ° 3 1 ' 5 0 " E 7 0 . 0 0 ' M E A S N 2 0 ° 3 1 ' 3 8 " W 4 7 . 5 7 ' D E S C 1.1'N E L7 FND 5 / 8 " I R NO # DWM (TYP) DWM (TYP) EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t   ϰ ϴ ϯ ͘ ϳ Ϯ Ζ   Θ D W. L I N E , S W 1 / 4 SE C T I O N 2 0 - 2 2 - 2 8 ^ϯϲΣϬϰΖϯϯΗ 170.83' C&M 30' 30' 30' 17' 33' 33' 110' S 3 5 ° 5 1 ' 2 4 " E 7 0 5 . 9 4 ' D E S C ^ ϯ ϲ Σ Ϭ ϰ Ζ ϯ ϯ Η       ϰ Ϭ ϯ ͘ ϲ ϲ Ζ  D   ^ D D D 118.51 118.67 118.22 118.30 118.09 11 8 . 4 6 X XXXXX XXX XXX C 1 D D D D D D D D D D D D D D D D D C 2 CW D D D D D D D D D D D D D D D D N89°31'14"E 30.93' DESC TB D D D D D D D 118.86 1 1 8 . 5 8 118.35 120.44 119.04 1 1 7 . 5 4 120.32 121 . 9 0 118.73 121.45 1 2 1 . 2 7 120.26 119.77 119.33 116.7 4 118.97 120.03 121.01 120.66 1 1 6 . 5 4 120.02 1 2 1 . 3 8 1 1 5 . 9 8 1 2 1 . 3 7 118.93 1 1 6 . 0 5 119 . 8 7 121.1 3 120.64119.89 119.38 116 . 0 0 1 1 6 . 6 1 1 2 1 . 6 7 120.81 121.08 118.40 117 . 3 3 121 . 9 4 120.80 116 . 0 5 1 2 1 . 7 5 121.2 7 119.61 1 1 5 . 9 3 118.77 121 . 9 7 120 . 8 7 120. 7 0 120.30 115.82 121.72 117.0 2 119.81 120.9 3 12 0 . 7 1 120.29 119.70 1 1 6 . 6 9 121.7 3 120.9 8 119.55 118 . 6 1 121.67121.13 118.76 116.9 3 1 2 2 . 2 7 118.79 119.45 121.07 119.88 120.28 115.50 121.34 121.2 9 120.34119.09 119.00 116.8 3 118.70 1 1 7 . 6 2 119.48 115.47 1 1 5 . 9 6 121.44 1 2 1 . 4 1 1 1 7 . 5 8 120.18 120.7 2 1 2 1 . 5 8 115.49 1 1 5 . 9 4 1 1 6 . 6 5 117.98 117.93 1 1 6 . 9 4 11 7 . 3 9 1 1 8 . 2 1 1 1 6 . 2 9 1 1 7 . 9 5 117. 9 7 11 8 . 3 2 1 1 7 . 3 1 11 7 . 6 0 115.62 11 8 . 3 8 118.29 12 1 . 6 6 11 8 . 7 4 121.90 12 1 . 5 8 118 . 9 9 121.96 11 8 . 2 6 11 8 . 5 0 12 1 . 9 8 121.56 122.08 118.34 12 1 . 8 5 12 1 . 7 9 11 9 . 0 6 11 8 . 5 8 11 8 . 3 1 121.63 12 1 . 8 2 118.38 121.96 12 1 . 8 9 121 . 8 8 12 1 . 6 0 11 8 . 3 9 12 1 . 9 4 11 8 . 4 3 1 2 1 . 8 6 118.35 11 8 . 5 3 117.91 121.96 121.91 11 9 . 2 9 122.00 11 8 . 0 9 11 9 . 3 2 11 9 . 3 9 11 9 . 0 4 12 1 . 5 5 118.85 11 8 . 0 9 117. 7 2 1 2 2 . 3 4 1 2 2 . 1 0 119.41 120.46 122 . 0 7 121.22 1 2 1 . 4 1 1 1 3 . 9 5 118.22 12 2 . 3 2 1 2 1 . 9 7 119.33 120.39 1 2 1 . 6 3 12 1 . 8 5 120.29119.87 1 1 6 . 3 7 117.2 1 2 2 . 5 8 1 2 1 . 5 4 1 1 7 . 7 5 120.29 120.71 1 2 1 . 3 8 120.63 120.23 119.10 1 1 6 . 3 2 117.7 1 2 2 . 5 2 120.20 120.85 1 2 1 . 4 4 1 2 1 . 2 6 120.8 7 120.11 119.21 1 1 6 . 4 5 1 1 7 . 0 1 1 1 7 . 5 4 1 2 1 . 5 5 121.18120.52 118.87 118.701 1 6 . 0 1 121.51 121.6 7 120.98 119.99 118.75 119.22 1 1 5 . 8 7 1 1 6 . 0 1 1 2 1 . 7 3 121.7 0 120.73 120.18 119.48 1 1 6 . 1 9 1 1 6 . 4 3 117. 7 1 116 . 6 6 1 2 1 . 6 5 11 8 . 6 8 121 . 6 4 1 1 6 . 4 3 1 1 3 . 7 1 1 2 1 . 8 8 1 2 2 . 0 6 1 1 8 . 3 7 121.17 1 2 1 . 3 4 120.78 119.57 119.43 115.90 1 1 6 . 6 1 1 1 5 . 3 5 1 2 2 . 1 8 1 2 2 . 0 9 118 . 3 4 1 1 8 . 2 0 1 2 2 . 2 3 121.39 121.87120.84 120.37 119.50 1 1 6 . 5 3 1 1 5 . 6 0 117. 7 1 1 8 . 2 5 120.61 122 . 3 4 121.06 115.9 8 1 1 6 . 4 8 1 1 4 . 6 1 1 2 2 . 2 5 1 2 1 . 8 1 1 2 1 . 4 7 120.96 121. 7 5 120.32 119.76 119.47 1 1 6 . 4 1 1 1 6 . 8 9 11 7 . 5 1 2 1 . 7 9 119.82 1 2 2 . 0 6 121.50 120.20 119.63 1 2 2 . 4 4 1 2 1 . 7 2 1 1 7 . 6 8 118. 2 9 1 2 1 . 5 1 119.74 1 1 6 . 6 8 1 1 7 . 6 3 1 1 7 . 2 5 1 2 1 . 6 2 117.97 119.01 119.93 120.42 119.79 118.30 1 1 7 . 3 9 1 2 2 . 5 8 1 1 7 . 3 4 119.14 120.74 121.8 4 1 1 6 . 9 2 117.39 1 2 2 . 6 0 11 7 . 0 7 120.61 120.97 1 2 1 . 1 5 121.04 120.20 119.25 116.30 11 7 . 0 1 2 2 . 7 0 1 2 1 . 6 5 120.6 1 12 2 . 0 8 121.3 7 1 2 1 . 2 5 121.08 119.89 1 1 6 . 3 0 1 1 7 . 1 7 117.1 1 2 2 . 6 8 1 2 1 . 6 7 1 1 8 . 8 1 120.50 120 . 9 0 120.66 120.70116.29 1 1 6 . 1 1 117.3 1 2 2 . 6 8 1 2 1 . 5 7 1 1 7 . 6 5 121.18 1 2 1 . 5 4 120.59 120.69 120.07 1 1 6 . 5 9 11 7 . 5 1 1 8 . 0 0 119.24 120.53 1 2 1 . 8 3 1 2 1 . 5 9 120.07 115.98 116.17 1 2 2 . 3 4 119.90 1 1 6 . 7 6 1 1 7 . 0 4 11 7 . 2 1 2 1 . 7 9 121 . 9 7 121.48 119.89 120.28 118.87 115.98 116.47 1 1 6 . 9 7 1 2 2 . 4 0 1 2 1 . 7 8 121.03 1 2 1 . 4 9 121.72 1 2 1 . 4 5 119.57 119.98 11 7 . 7 1 11 5 . 9 8 1 1 8 . 5 4 1 1 7 . 3 3 11 6 . 7 0 11 7 . 9 8 11 7 . 4 8 11 8 . 6 3 1 1 6 . 4 5 11 7 . 0 1 11 8 . 2 1 11 8 . 2 0 1 1 6 . 0 5 11 8 . 1 3 11 7 . 9 5 118.6 7 11 7 . 7 9 1 1 6 . 9 0 1 1 7 . 6 8 1 1 8 . 7 9 1 1 6 . 5 7 115.91 1 1 6 . 9 7 11 8 . 1 3 116.58 1 1 6 . 7 0 11 8 . 5 3 11 7 . 9 2 1 1 7 . 1 9 1 1 7 . 0 2 1 1 6 . 4 1 11 8 . 0 4 11 7 . 9 9 1 1 7 . 4 7 11 8 . 6 9 11 9 . 0 6 1 1 7 . 9 6 1 1 7 . 0 3 1 1 7 . 6 7 1 1 7 . 1 6 11 8 . 0 5 11 7 . 8 6 11 7 . 8 2 1 1 8 . 1 4 11 8 . 6 0 1 1 7 . 1 5 11 6 . 3 2 11 7 . 8 7 1 1 7 . 7 5 1 1 7 . 6 4 11 8 . 3 4 11 8 . 3 1 11 9 . 1 5 116.62 1 1 5 . 2 7 11 9 . 0 1 1 1 8 . 6 5 1 1 7 . 4 7 122.10 11 8 . 7 3 11 8 . 0 8 121.48 11 9 . 1 2 11 8 . 9 0 11 8 . 1 3 122.37 12 2 . 0 8 11 8 . 3 5 11 8 . 6 8 11 9 . 8 4 11 9 . 3 3 11 8 . 9 4 11 9 . 8 3 11 8 . 3 5 12 2 . 4 6 11 9 . 4 4 118.84 11 8 . 8 7 11 8 . 0 0 11 9 . 3 8 12 2 . 0 4 11 8 . 7 1 11 9 . 5 8 11 9 . 1 0 122. 2 7 11 8 . 3 0 122.31 11 8 . 9 5 11 9 . 0 7 11 9 . 0 1 11 9 . 6 4 11 9 . 0 1 11 8 . 0 8 11 9 . 1 1 11 8 . 6 9 11 8 . 9 9 11 8 . 1 0 11 9 . 8 6 121.47 122.40 11 9 . 0 2 11 8 . 6 0 11 8 . 9 2 11 9 . 2 4 11 8 . 1 0 12 2 . 4 2 11 9 . 5 4 11 9 . 0 7 12 2 . 4 5 12 0 . 0 1 12 2 . 3 8 11 8 . 9 5 121.39 122.35 11 9 . 5 1 12 2 . 3 2 12 2 . 5 0 11 9 . 7 2 12 1 . 3 3 12 2 . 4 4 11 8 . 5 0 11 9 . 6 9 122.48 11 9 . 7 6 118.74 11 9 . 2 5 12 2 . 1 3 118 . 8 124.3 122.1 1 2 1 . 9 1 1 8 . 5 120.0 120.1 119.4 120.7 121.6 1 2 1 . 6 121.7 119.4 120.6 121.7 121 . 6 121.7 120.3 119.8 121.4 1 2 1 . 7 119.8 121. 6 1 2 4 . 1 119.9 119.9 124. 2 119.1 118 . 4 123. 7 122.1 1 2 2 . 3 119.4 121.0 12 2 . 0 119.0 118 . 7 121.4 1 2 2 . 6 121.4 119.5118.7 119.3 120.6 121.4 1 2 2 . 0 1 1 8 . 3 120.8 121.1 1 2 1 . 7 1 1 7 . 4 1 1 6 . 4 121.0 121.1 1 2 4 . 3 119.1 1 1 6 . 3 121.2 119.4 122. 1 124. 3 1 1 6 . 5 121.4 119.5 121.7 1 2 2 . 5 119.6 116.6 119.8 120.4 121.7 12 1 . 6 116.5 120.3 120.3 122.0 116.4 119.9 116.5 121.1 125. 0 1 2 1 . 8 116.7 120.8 124. 6 116.2 118.4 121.3 121.5 1 2 2 . 2 119.9 116.2 1 1 6 . 6 121.0 119.1 121. 6 119.1 121.1116.2 121.3 119.3 121. 3 1 2 2 . 4 116.4 120.9 119.2 12 1 . 7 121. 9 1 2 1 . 9 118 . 2 116.5 121.6 119.4 122.1 1 2 2 . 0 119 . 1 122. 1 116.4 116.7 121.7 119.4 121.1 122.1 1 2 2 . 3 119 . 0 120.3 121. 5 11 7 . 0 113.3 11 8 . 7 113.8 1 1 8 . 9 11 7 . 9 11 9 . 0 116.6 11 8 . 4 11 9 . 1 11 8 . 5 11 8 . 5 11 8 . 4 11 8 . 1 118 . 6 113.8 118.6 11 8 . 1 116.8 114.4 118.6 117.3 1 2 4 . 6 1 2 1 . 5 11 9 . 0 1 2 0 . 7 121.3 12 1 . 2 119.4 120.8 122. 4 11 9 . 1 1 2 4 . 5 120.0 12 3 . 2 11 9 . 5 119.8 11 8 . 9 117.7 121.2 120.3 121.6 122.3 122 . 0 1 2 1 . 8 121.3 122.6 11 9 . 0 11 8 . 9 12 2 . 3 11 8 . 5 117.7 119.8 1 2 4 . 7 122.9 118 . 3 121.0 122.0 11 9 . 6 118.7 122.1 11 8 . 7 119.1 120.5 120.5 1 2 1 . 5 122.3 1 2 5 . 8 1 2 5 . 4 11 9 . 2 119.1 12 2 . 4 11 7 . 9 118.5 121.5 120.3 1 2 2 . 0 118 . 6 11 8 . 0 1 2 1 . 2 121.5 118.9 119.7 120.6 1 2 5 . 7 121.8 1 1 6 . 7 12 2 . 3 11 8 . 7 118.6 120.9 11 8 . 6 117.8 120.6 121.1 120.8 121.8 121.6 121.6 1 2 0 . 4 117.9 118.0 12 2 . 0 11 8 . 4 119.3 119.8 120.2 121.7 11 8 . 6 1 2 2 . 7 120.8 122.5 11 9 . 1 11 9 . 2 12 0 . 9 11 7 . 0 117.7 119.8 1 2 5 . 4 122.9 118 . 5 117.4 1 2 1 . 5 11 8 . 8 119.5 12 1 . 9 119.1 121.2 121 . 2 12 4 . 4 11 8 . 4 124.9 118.9 12 2 . 3 117.1 118.4 121.4 120.7 1 2 1 . 7 118 . 8 11 7 . 6 1 2 1 . 9 121.1 122.2 117.8 119.4 120.9 122.1 121. 6 120.9 11 8 . 4 119.9 118.5 119.6 1 2 6 . 1 121.6 1 2 4 . 5 119.8 124.1 119.5 117.5 120.5 119.9 1 2 1 . 6 122.7 122.5 1 2 2 . 0 121.7 122.9 118.0 119.9 1 2 1 . 6 122.1 12 2 . 4 118 . 9 117.9 124.3 121.1 121.8 11 9 . 7 11 7 . 3 119.8 121.1 121.0 12 2 . 6 12 2 . 4 118 . 3 121.3 122.4 11 7 . 5 118.5 118.7 11 8 . 9 118.8 120.8 120.6 121.8 122.2 122.0 1 2 5 . 8 1 2 3 . 2 11 8 . 6 119.0 12 2 . 4 11 7 . 3 118.3 121.7 120.7 1 2 1 . 8 1 2 1 . 6 11 9 . 8 119.0 11 7 . 7 12 0 . 9 118.4 119.5 1 2 1 . 9 121.9 1 2 5 . 7 120.2 122.7 11 8 . 2 11 9 . 4 11 8 . 6 117.5 120.2119.8 1 2 3 . 5 123.0 1 2 1 . 8 1 2 2 . 8 122.7 11 9 . 2 117.3 118.2 121.2 120.3 1 2 2 . 2 118 . 5 1 2 3 . 7 120.8 121.9 11 7 . 8 119.6 120.9 12 2 . 3 12 2 . 5 11 7 . 2 1 2 2 . 2 11 8 . 9 11 8 . 5 11 7 . 6 118.4 121.2 121.2 121. 1 121.8 1 2 5 . 4 1 2 1 . 5 11 8 . 5 119.3 11 8 . 8 118.5 121.6 121.0 1 2 4 . 6 116.50 119 . 5 6 11 9 . 8 0 NW CORNER DOCUMENT #20230166746 SET 1/2" IR, LB #4475 ALSO FND 5/8" IR, NO # (0.6'N) 121.2 121.1 121.2 12 2 . 1 12 2 . 4 12 2 . 4 118.8 11 8 . 9 5 11 9 . 0 2 11 9 . 1 11 9 . 0 8 11 8 . 9 119 . 1 119. 1 3 118.9 2 SLOPE EASEMENT ORB 6138, PG 3170 9 11 8 . 2 1 1 8 . 0 2 E. R / W L I N E OR B 6 1 3 8 , P G 3 1 5 7 122.2 121.7 1 2 1 . 8 1 2 1 . 9 121.6 N 1 5 ° 4 9 ' 1 9 " W 2 9 0 . 1 2 ' D E S C 1 2 1 . 7 122. 0 124. 5 124. 0 1 2 4 . 5 118.27 1 1 7 . 0 4 118.13 11 9 11 9 1 1 9 120 12 0 12 1 12 2 1 1 9 11 9 11 8 1 1 8 11 9 12 0 121 1 2 1 1 2 2 1 2 3 1 2 4 1 2 5 122 1 2 5 12 412 3 122 124 123 122 118 11 8 11 8 11 9 11 7 1 1 7 11 7 11 6 116 1 1 6 118 119 119 1 2 0 12 1 122 121 1 2 2 121 121 1 2 2 1 2 2 121 120 120 120 119 1 1 9 118 1 1 7 1 1 9 12 0 1 2 1 1 1 9 12 2 L11 121 CW CW C W FO C FO C FO C FO FO FO FO FO FOC FO TR UP UP UP UP UP OW OW OW OW OW 118.86 118.79 118.6 FO C FO D TR S D FH D TR D D S 13 12 11 10 9 87 6 5 4 3 2 1 OW OW OW OW O W O W O W O W O W 116.17 116.42 OW OW 14 15 16 TOP=120.09 N. INV=116.24(18"RCP) S. INV=116.39(18"RCP) SD O D D D D D D D D D D TOP=120.06 N. INV=116.52(30"RCP) S. INV=116.56(30"RCP) D D SD O TO P = 1 1 9 . 5 6 N. I N V = 1 1 5 . 1 6 ( 3 0 " R C P ) E. I N V = 1 1 5 . 8 3 ( 1 8 " R C P ) S. I N V = 1 1 5 . 1 6 ( 3 0 " R C P ) TO P = 1 1 8 . 3 2 N. I N V = 1 1 4 . 3 2 ( 1 8 " R C P ) S. I N V = 1 1 4 . 3 2 ( 1 8 " R C P ) TO P = 1 1 7 . 8 7 N. I N V = 1 1 2 . 4 7 ( 1 8 " R C P ) S. I N V = 1 1 2 . 6 2 ( 1 8 " R C P ) E. I N V ( P I P E R E C E S S E D ) W. I N V = 1 1 2 . 1 2 ( 2 4 " R C P ) D D T O P = 1 1 6 . 5 8 S . I N V = 1 1 3 . 1 8 ( 1 8 " R C P ) TOP=118.01 NW INV=113.81 (2)(30"X18"RCP) S. INV=114.01(36"RCP) TO P = 1 1 9 . 0 5 N. I N V = 1 1 4 . 1 8 ( 3 6 " R C P ) S. I N V 1 1 4 . 1 8 = ( 3 0 " R C P ) TOP=118.85 N. INV=113.93(36"RCP) S. INV=113.93(36"RCP) D DAND LESS & EXCEPT MAINE STREET TOP=119.30 N. INV=115.20 (12"X18"RCP) TOP=118.94 E. INV=115.14(12"X18"R C P ) S. INV=115.17(12"X18"R C P ) TOP=120.45 E. INV=115.11(15"RCP) S. INV=115.13(15"RCP) W. INV=115.19(12"X18"RC P ) TOP=120.39 N. INV=115.19(15"RCP) T O P = 1 2 1 . 5 3 N E I N V = 1 1 4 . 8 8 ( 1 5 " R C P ) W . I N V = 1 1 5 . 1 7 ( 1 5 " R C P ) TOP=120.43 NE INV=113.33(18"RCP) SW INV=113.83(15"RCP) SD O TOP=122.65 S. INV=118.38(8"PVC) W. INV=118.45(8"PVC)SSDO SD O 12 0 TOP=116.57 NW INV=111.26(24"RCP) SW INV=111.02(24"RCP) S D O SITE BENCHMARK # ELEVATION = 2 119.56 N&D, LB #7143 NAVD 88 S I T E B E N C H M A R K # E L E V A T I O N = 3 1 2 1 . 5 5 N & D , " S S M C " N A V D 8 8 I N V = 1 1 4 . 1 1 ( 1 5 " R C P ) H E A D W A L L TO P = 1 1 8 . 3 4 BO T T O M = 1 1 3 . 0 7 N. I N V ( P I P E R E C E S S E D ) S. I N V ( P I P E R E C E S S E D ) W. I N V ( P I P E R E C E S S E D ) TOP=116.57 W. INV=114.51(15" RCP) TOP SKIMMER=116.91 BOTTOM SKIMMER=115.91 OW OW OW OW OW OW OW 4' MF TR MONUMENT SIGN CP B U R I E D D R A I N A G E S T R U C T U R E I N V = 1 1 3 . 5 5 ( 3 0 " X 1 8 " R C P ) D D D D D D D D INV = 1 1 3 . 5 4 (30" X 1 8 " R C P ) CW D SITE BENCHMARK # ELEVATION = 1 119.00 N&D, LB #4475 NAVD 88 SITE BENCHMARK # ELEVATION = 4 119.18 N&D, "SSMC" NAVD 88 U N D E R C O N S T R U C T I O N UND E R C O N S T R U C T I O N N00°12'54"W 75.00' DESC L12 S R/W LINE W R/W LINE W E S T L I N E D O C U M E N T # 2 0 2 3 0 1 6 6 7 4 6 N89°41'01"W 292.08' DESC N0 0 ° 2 8 ' 5 8 " W 6 9 1 . 7 0 ' C A L C EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t   ϭ ϰ ϵ ͘ ϳ ϵ Ζ   Θ D EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t   ϭ Ϭ ϲ ͘ ϳ ϲ Ζ   Θ D CURVE DATA ȴсϭϬΣϭϯΖϰϰΗ R=560.27' L=100.02' CHORD EϬϱΣϯϱΖϰϵΗt 99.89' C&M EϴϱΣϭϯΖϭϯΗϯϬϱ͘ϭϱΖΘ D ^ϱϰΣ Ϭ ϰ Ζ ϱ Ϯ Η t   ϭ ϵ ϱ ͘ Ϭ ϭ Ζ   Θ D ^ ϭ ϲ Σ Ϭ ϱ Ζ ϯ ϴ Η    Ϯ ϵ Ϭ ͘ ϭ Ϯ Ζ   Θ D EϴϵΣϱϳΖϬϱΗtϮϵϮ͘ϬϴΖΘD EϬ Ϭ Σ Ϯ ϴ Ζ ϱ ϴ Η t 51 3 . 7 2 ' C & M AS P H A L T FH T FOC W W W W W W W W W W W W W W W120. 0 7 G G G G G CW 1 2 1 . 3 1 1 2 1 . 4 0 1 2 1 . 4 2 1 2 1 . 5 2 1 2 1 . 4 7 1 2 1 . 8 1 1 2 1 . 1 8 121. 7 2 1 2 1 . 2 6 12 1 . 0 3 121.07 1 2 0 . 5 9 121.01 12 1 . 1 8 121.68 121.13 12 1 . 2 2 12 1 . 7 2 121. 6 9 121. 5 5 121. 7 3 121.2 5 121.09 121. 6 3 121.2 4 121.09 121.29 121.5 5 121. 8 5 121.8 1 121. 8 0 121. 7 3 121. 8 8 121.4 1 121.5 1 121.29 121.20 121.16 120.98 120.88 121.48 12 1 . 6 3 121.2 1 121.4 0 121. 5 1 121 . 5 7 1 2 1 . 6 5 1 2 1 . 5 9 1 2 1 . 5 3 1 2 1 . 4 8 1 2 2 . 1 6 1 2 2 . 3 8 122.2 5 121.74 122. 1 6 121 . 6 9 122.1 0 122. 0 0 122.0 5 121.67 121.66 121.60 121.52 121.42 121.03 120.96 120.67 120.10 120.25 120.26 120.64 120.77 120.84 1 1 6 . 3 2 121. 9 7 121.02 121 122 122 12 2 121 121 EP EPCONC C U R B EP CONC C U R B ASPHALT 17 18 19 20 23 36 39120.99 121.51 121.3 2 121.69121. 4 121. 9 7 122. 2 3 12 1 . 9 9 121.9 1 122. 2 5 122.2 5 121.6 121.8 121. 4 121. 7 121. 7 W W W 121. 9 5 G FO 6" ELE C T R I C A L STUB O U T GATE PAVERS CBW TOP=119.70 N. INV=116.15(18" RCP)TOP=120.55 N. INV=116.19 (18" RCP) T O P = 1 2 1 . 8 6 N . I N V = 1 1 8 . 1 8 ( 1 8 " R C P ) S E I N V = 1 1 8 . 1 6 ( 1 8 " R C P ) T E P C W GV GV T O P = 1 2 1 . 4 0 N W I N V = 1 1 8 . 5 7 ( 1 8 " R C P ) S E I N V = 1 1 8 . 5 7 ( 1 8 " R C P ) D D1 2 1 . 4 5 C W D S D O D D INV=116.02 (18" RCP) NOT PLATTED ORB 10162 PG 8905 LOT 1 OCOEE TOWN CENTER - PHASE 2 PB 92 PG 86 L O T 1 O C O E E T O W N C E N T E R - P H A S E 2 P B 9 2 P G 8 6 1 2 1 . 4 0 1 2 1 . 1 8 121.0 116.5 116.6116.6 ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT JOB #56359 DRAWN BY: SAH PREPARED FOR: LOCATION: ATLANTIKOS LENDING GROUP, LLC 924 AND 1100 MAGUIRE ROAD OCOEE, FL 34761 PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME: SHEET 2 OF 3SCALE: 1" = 40' BY:REVISIONDATE:JOB # SURVEY DATE:11/16/22 BOUNDARY AND TOPOGRAPHIC SURVEY COPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024 CO FH EM EB TV GM BB - BOTTOM OF BANK - BACK FLOW PREVENTER - BENCHMARK - BOLLARD -E-- BURIED ELECTRIC BWF - BARBED WIRE FENCE - CABLE TV RISER -C-- BURIED CABLE TV Δ - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET LEGEND DOC #- DOCUMENT # DP - DUMPSTER PAD DW - DRIVEWAY - EASEMENT NUMBER - ELECTRIC METER - ELECTRICAL BOX EL - ELEVATION ESMT - EASEMENT EP - EDGE OF PAVEMENT FDC - FIRE DEPARTMENT CONNECTION FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION - FIRE HYDRANT -FM-- FORCE MAIN FND - FOUND - FIBER OPTIC BOX -FO-- FIBER OPTIC LINE -G-- GAS LINE - GAS METER - GAS VALVE - GREASE TRAP - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD - IRRIGATION VALVE L - ARC LENGTH LB - LICENSED BUSINESS - LIGHT POLE LSA - LANDSCAPE AREA LS - LICENSE SURVEYOR # D IV TSB TR UP T TP TB - TOP OF BANK - TRAFFIC POLE - TRAFFIC SIGN - TRANSFORMER/JUNCTION BOX - TELEPHONE RISER - TRAFFIC SIGNAL BOX TYP - TYPICAL - UTILITY BOX UE - UTILITY EASEMENT - UTILITY MARKER - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE WS - WOOD SHED - WATER VALVE - WATER METER - YARD DRAIN -T- - UNDERGROUND TELEPHONE - STORM INLET - STORM MANHOLE -S- - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SF - SQUARE FEET SWF - STOCK WIRE FENCE x00.00 - SPOT ELEVATION -D- - STORM/DRAIN LINE - SEWER VALVE - SANITARY MANHOLE SV S D MEAS - MEASURED MF - METAL FENCE MS - METAL SHED - MITERED END SECTION - MONITORING WELL N&D - NAIL & DISC NAVD - NORTH AMERICAN VERTICAL DATUM NGVD - NATIONAL GEODETIC VERTICAL DATUM NT - NON-TANGENT NTS - NOT TO SCALE ORB - OFFICIAL RECORDS BOOK -OW- - OVERHEAD WIRE PB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PF - PLASTIC FENCE PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE # PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY UB GV G FO TERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THE SURVEY DATE OR REVISION DATE." THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." -OR- THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371. SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/23 57371 SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/23 57528 SNHADDED ADDITIONAL IMPROVEMENTS1/4/24 57641 N E S W MAP OF SURVEY CF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024 GRAPHIC SCALE 1" = 80'40'120'20'0' 40' MATCH LINE - SHEET 1 OF 3 M A T C H L I N E - S H E E T 3 O F 3 ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT JOB #56359 DRAWN BY: SAH PREPARED FOR: LOCATION: ATLANTIKOS LENDING GROUP, LLC 924 AND 1100 MAGUIRE ROAD OCOEE, FL 34761 PARCEL 16 AND 74, SECTION 20-22-28SUBDIVISION NAME: SHEET 3 OF 3SCALE: 1" = 40' BY:REVISIONDATE:JOB # SURVEY DATE:11/16/22 BOUNDARY AND TOPOGRAPHIC SURVEY COPYRIGHT © 1986 - , ACCURIGHT SURVEYS 2024 CO FH EM EB TV GM BB - BOTTOM OF BANK - BACK FLOW PREVENTER - BENCHMARK - BOLLARD -E-- BURIED ELECTRIC BWF - BARBED WIRE FENCE - CABLE TV RISER -C-- BURIED CABLE TV Δ - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET LEGEND DOC #- DOCUMENT # DP - DUMPSTER PAD DW - DRIVEWAY - EASEMENT NUMBER - ELECTRIC METER - ELECTRICAL BOX EL - ELEVATION ESMT - EASEMENT EP - EDGE OF PAVEMENT FDC - FIRE DEPARTMENT CONNECTION FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION - FIRE HYDRANT -FM-- FORCE MAIN FND - FOUND - FIBER OPTIC BOX -FO-- FIBER OPTIC LINE -G-- GAS LINE - GAS METER - GAS VALVE - GREASE TRAP - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD - IRRIGATION VALVE L - ARC LENGTH LB - LICENSED BUSINESS - LIGHT POLE LSA - LANDSCAPE AREA LS - LICENSE SURVEYOR # D IV TSB TR UP T TP TB - TOP OF BANK - TRAFFIC POLE - TRAFFIC SIGN - TRANSFORMER/JUNCTION BOX - TELEPHONE RISER - TRAFFIC SIGNAL BOX TYP - TYPICAL - UTILITY BOX UE - UTILITY EASEMENT - UTILITY MARKER - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE WS - WOOD SHED - WATER VALVE - WATER METER - YARD DRAIN -T- - UNDERGROUND TELEPHONE - STORM INLET - STORM MANHOLE -S- - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SF - SQUARE FEET SWF - STOCK WIRE FENCE x00.00 - SPOT ELEVATION -D- - STORM/DRAIN LINE - SEWER VALVE - SANITARY MANHOLE SV S D MEAS - MEASURED MF - METAL FENCE MS - METAL SHED - MITERED END SECTION - MONITORING WELL N&D - NAIL & DISC NAVD - NORTH AMERICAN VERTICAL DATUM NGVD - NATIONAL GEODETIC VERTICAL DATUM NT - NON-TANGENT NTS - NOT TO SCALE ORB - OFFICIAL RECORDS BOOK -OW- - OVERHEAD WIRE PB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PF - PLASTIC FENCE PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE # PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY UB GV G FO TERRENCE W. RUTTER, JR., PSM 7371 "THE DATE OF SIGNATURE DOES NOT REVISE OR SUPERSEDE THE SURVEY DATE OR REVISION DATE." THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." -OR- THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TERRENCE W. RUTTER, JR., PSM 7371. SNHADDED TOPOGRAPHY IN AREA SPECIFIED BY CLIENT10/4/23 57371 SNHADDED PROPOSED SOUTH PARCEL DESCRIPTION11/13/23 57528 SNHADDED ADDITIONAL IMPROVEMENTS1/4/24 57641 1 2 1 . 6 3 S 3 6 ° 0 7 ' 1 6 " E 2 4 3 . 2 8 ' D E S C A S P H A L T 33' D D 1 2 1 . 5 8 1 2 1 . 5 4 1 2 1 . 3 8 1 2 1 . 5 5 1 2 1 . 8 1 1 2 1 . 7 9 1 2 1 . 7 2 1 2 1 . 5 1 1 2 1 . 6 2 1 2 1 . 6 5 1 2 1 . 6 7 1 2 1 . 5 7 1 2 1 . 5 4 1 2 1 . 5 9 1 2 1 . 7 9 1 2 1 . 7 8 1 2 1 . 4 5 D T O P = 1 2 1 . 5 3 N E I N V = 1 1 4 . 8 8 ( 1 5 " R C P ) W . I N V = 1 1 5 . 1 7 ( 1 5 " R C P ) SD O S I T E B E N C H M A R K # E L E V A T I O N = N & D , " S S M C " N A V D 8 8 FH FOC FH FH W W W W W W W W W W W W W W W W W W W W W120. 0 7 G G G G E E F H BPC BPC UB D D D D D D DBRICK CW CW ASPHALT BRICK E E E E 120.45 CW CW PS2 PS2 PS2 PS2 PS2 PS2 PS2 PS2 PS2PS2PS2PS2PS2PS2PS2PS2PS1 BRICK 1 2 1 . 3 1 1 2 1 . 4 0 1 2 1 . 5 2 1 2 1 . 4 7 1 2 1 . 8 1 1 2 1 . 1 8 121. 7 2 1 2 1 . 2 6 121.28 121.30 121.6 3 120.49 121.05121.08 120.94 120.8 2 121.30121.08 12 1 . 0 3 121.07 121.01 12 1 . 1 8 121.68 121.13 12 1 . 2 2 12 1 . 7 2 121.6 9 121. 5 5 121.7 3 121.2 5 121.0 9 121.02 120.75 121.02 120.78 120.56 121. 6 3 121.24 121.09 120.9 1 121.00 120.99 121.17 120.94 121.11 121.29 121.5 5 121. 8 5 121. 8 1 121. 8 0 121. 7 3 121.8 8 121.4 1 121.5 1 121.29 121.20 121.16 120.98 121.38 120.93 120.75 121.16 120.62 120.49 120.43 120.78 120 . 5 5 120.11 11 9 . 6 4 119.79 120.02119.9 7 119.91 119.85119.77 120.28 120.56 120.61 120.60 120.34 120.77 120.76 120.54 120.74 120.91 121.19 121.12 121.20 121.53 120.92120.85 120.96120.83 121.34 121.38 121.30120.91 120.74 120.31 120.88 120.47 121.48 12 1 . 6 3 121.2 1 121.4 0 121. 5 1 121 . 5 7 1 2 1 . 6 5 1 2 1 . 5 9 1 2 1 . 5 3 1 2 1 . 4 8 1 2 2 . 1 6 122.2 5 121.74 122. 1 6 121 . 6 9 122.1 0 122. 0 0 122.0 5 121.67 121.66 121.60 121.52 121.42 121.03 120.96 120.67 120.56 120.10 119.98 11 9 . 6 3 120.25 120.15 120.26 120.19 120.56 120.64 120.77 120.73 120.84 121.03 120.93 121.00 121.15 121.07 121.36 121.4 2 121.31 121.29 121.42 121.46 121.47 121.66 121.10 121.63 121. 9 7 D TOP=123.91 NW INV=112.01(18"PVC) E. INV=112.01(18"PVC) DS S S D D D TOP=123.23 W. INV=117.93(18"HDPE) TO P = 1 2 3 . 4 6 N. I N V = 1 1 7 . 7 6 ( 1 8 " H D P E ) E. I N V = 1 1 7 . 8 6 ( 1 8 " H D P E ) S. I N V = 1 1 7 . 8 6 ( 1 8 " H D P E ) S TOP=124.13 SE INV=111.78(18"PVC) SW INV=111.78(18"PVC) N. INV=105.53(18"PVC) S S TOP=123.74 NE INV=105.84(18" PVC) SW INV=105.84(18" PVC) X X X X X TOP=123.88 SE INV=117.38(18"HDPE) NW. INV=117.13(18"HDPE) X X X W W 124.00 12 3 . 9 4 123 . 5 4 12 3 . 6 0 122.43 122.39 12 3 . 7 9 12 3 . 4 8 12 3 . 4 5 12 3 . 8 8 12 3 . 3 6 12 3 . 7 7 12 3 . 3 1 123.70 123.74 123.25 123.20 123.72 123.22 1 2 3 . 7 0 123.16 123.69 123.16 123.75 12 3 . 3 6 123 . 8 7 123.48 123.50 123.49 123.55 124.02 124.06 12 3 . 5 9 123.73 123.75 124.08 123.71 123.98 123.62 124.06 123.61 124.55 124.42 124.42 123.98124.10 124.06 124.04 123.96 123. 9 6 124.24 124.20 124.1 9 124.09 123.57123.65123 . 6 7 123.81 123.86123.75 123.54 123 . 2 8 1 2 3 . 4 0 122 . 9 7 122 . 7 6 122 . 7 6 12 3 . 0 8 122 . 5 8 122 . 6 1 123.82 123.93 124.01 124.00 124.14 124.14 123.92 12 3 . 7 9 123.71 12 3 . 5 3 123.33 12 3 . 5 6 12 3 . 7 3 123.87 123.79 123.57 123.19 123.22 12 3 . 1 9 12 2 . 7 6 122.81 123 . 1 7 123.53 123.35 123.70 123.26 123.49 123.94 123.48123.26 123.13 122.55 122.41 122.22122.16 122.08 122.01 123.21 122.79 122.80 122.61 123.08 122.54 122.55122.48 122.53 122.19 122.12 121.87 121.49 121.63 122.13 122.22 121.76 122.02 121.58 121.02 120.91 122 122 12 2 121 121 121 121 121 120 120 120 120 121 121 121 121 122 122 1 2 2 12 2 122 12 3 123 12 3 12 3 123 124 124 124 124 124 123123 122 12 2 122 EP EP CONC CURB CONC C U R B EP CONC C U R B ASPHALT ASPHALT ASPHALT ASPHALT AS P H A L T 14 15 16 17 18 19 20 21 22 23 242526 27 2829303132 3334 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5152 SCWCW CW TOP=121.29 N. INV=117.14(15" RCP) TOP=121.31 S. INV=117.04(15" RCP) E. INV=116.80(18" RCP) W. INV=116.71(18" RCP) D W W W FH GATE 8' CLF 8' CLF 8' CLF DI R T R O A D 2" PVC STUBOUT GAS STUBOUTTOP=119.70 E. INV=115.85 (18" RCP) W. INV=115.80 (24" RCP) S. INV=115.82 (18" RCP) D G 1" ELECTRICAL STUBOUT 2" ELECTRICAL STUBOUT 1" ELECTRICAL STUBOUT 1" PVC STUBOUT 4" PVC STUBOUT CP 123.47 123.54 123.79 12 3 . 5 8 123.91 121.94 123.41 122.90 123.45 12 3 . 8 4 12 3 . 8 6 121.13121.19 119.8 120.9 120.6 120.1 120.1 123.9 121.9 12 2 . 4 121 . 9 123.0 123.4 122 . 0 122.112 2 . 5 122.6 122.8 123.7 123.9 124.0 124.3 122.8 123.9 122.8 122.0 121.8 124.0 123.9 122.4 121.7 124.7 124.6124.5 124.6124.7 123.9 123.7 12 4 . 1 124.1 124.1 123.8 124.2 124.7124.2 124.9 124.7 124.6 12 3 . 7 12 3 . 6 1 2 3 . 7 123. 6 1 2 4 . 1 1 2 3 . 6 12 3 . 7 123.0 122. 8122.3 123.1 122.1 12 1 . 6 121.6 122 . 2 123.4 1 2 2 . 9 122.3 12 2 . 5 12 2 . 5 12 2 . 5 12 2 . 5 12 2 . 2 12 2 . 2 12 2 . 1 12 2 . 0 12 2 . 0 12 2 . 0 12 1 . 9 12 1 . 8 12 1 . 6 12 1 . 7 12 1 . 3 121.4 12 1 . 4 1 2 1 . 7 121.6 121.6 121.8 121.4 121.4 121.9 121.4 121.8 12 2 . 1 122.4 122.3 122.0 123.38 123.22 123.60 121.37 12 1 . 9 4 121.40 121.40 121.15 121.12 121.55 121.53 120.39 119.99 120.28 120.99 121.51 121.33 120.88 122.15 121.65 121.72 120.78 120.33 120.42 120.46 120.75 120.29 120.36 120.29 121.3 2 120.87 120.70 121.69 121.6 121.1 120.5 121.5 121.6 121.0 121. 4 121.1 121. 9 7 122. 2 3 12 1 . 9 9 121.9 1 122. 2 5 122.2 5 121.6 121.8 121.4 121. 7 121. 7 CBW 1.5" PVC TOP=120.58 E. INV=115.47 (24" RCP) N. INV=115.92 (24" RCP) S. INV=116.01 (18" RCP) CONC W W W 121. 9 5 FO 6" ELE C T R I C A L STUB O U T GATEGATE PAVERS UP C O CBW CBW D D D D D D D D D D D D D 120.92 120.75 D D D D 120.32 D TOP=119.70 N. INV=116.15(18" RCP)TOP=120.55 N. INV=116.19 (18" RCP) SD O T O P = 1 2 1 . 8 6 N . I N V = 1 1 8 . 1 8 ( 1 8 " R C P ) S E I N V = 1 1 8 . 1 6 ( 1 8 " R C P ) E P C W GV GV D D1 2 1 . 4 5 SITE BENCHMARK # ELEVATION = 5 122.47 BENCHMARK N&D NAVD 88 SD O SD O S SDO S SD O SD O S D O PAVERS D D INV=116.02 (18" RCP) MAINE STREET (80' R/W) 122.2 NOT PLATTED ORB 10162 PG 8905 NOT PLATTED ORB 10162 PG 8905 NOT PLATTED NOT RECORDING INFORMATION PROVIDED NOT PLATTED DOC #20220522293 NOT PLATTED DOC #20220522293 NOT PLATTED DOC #20180007748 NOT PLATTED DOC #20200049358 LOT 1 OCOEE TOWN CENTER - PHASE 2 PB 92 PG 86 RI C H M O N D A V E N U E VA C A T E D P E R RE S O L U T I O N N O . 9 9 - 0 8 OR B 5 6 8 9 P G 8 3 0 MAINE STREET (30' R/W) RI C H M O N D A V E N U E (3 0 ' R / W ) 119.91 120.13 121.33121.15 1 2 1 . 4 0 121.0 N E S W MAP OF SURVEY CF# 20-22-28PARCEL16S:\ORANGE\20-22-28\Parcel 16\20-22-28PARCEL16.dwg - Jan 05, 2024 GRAPHIC SCALE 1" = 80'40'120'20'0' 40' M A T C H L I N E - S H E E T 2 O F 3