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Item 14 Covington Oaks Large Scale Preliminary Subdivision Plan
Meeting Date: August 15, 2023 Item #: 14 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Covington Oaks Large Scale Preliminary Subdivision Plan (LS-2023-001). (Zoning Manager Whitfield) Background Summary: Owner/Applicant: JeBailey & Co. Development (represented by Zach Decker, Project Manager) General Location: The subject property is within Commission District 4 - Commissioner Ages Hart. It is located generally on the north side of A. D. Mims Road approximately 1,637.5 feet west of North Apopka Vineland Road. Propertv Size: The property is approximately 9.94 acres in size. Existing Site Conditions: The site is currently a wooded unimproved parcel with a few scattered surface waters in the northern portion of the property. There is also an existing 20-foot drainage easement along the north property boundary. The property is designated Low Density Residential (LDR) on the Future Land Use (FLU) Map, which allows density at up to 4 dwelling units per acre and was recently rezoned from A-1 (General Agriculture) to R-1A (Single Family Dwelling District) (City Commission hearing on October 4, 2022). The table below lists the jurisdictions, future land use designations, zoning classifications, and existing land uses of the surrounding parcels: Direction: Jurisdiction Future Land Use North City Low Density Residential East City Low Density Residential South County Low Density Residential per JPA West City Low Density Residential Zoning / Existing Land Use A-1 / Single-family residential R-1A / Single-family residential A-1 / Single-family residential R-1A / Single-family residential Proposed Site Conditions/Development: The applicant proposes a 17-lot single-family detached residential subdivision with 80-foot wide quarter -acre lots. The proposed density is 1.7 units per acre, which is consistent with the Low Density Residential FLU designation. City of • s-- • • Avenue - • •-- Florida 34761 Phone:(4 91 00 • •-- • • Page 234 of 268 Transportation & Access: The lots will be served by a new roadway with a 50-foot right-of-way. The new roadway will be designed and constructed to City standards and dedicated to the City. Utilities: Due to the lack of central sewer, the subdivision will be developed with quarter (1/4) acre lots in order to accommodate private septic systems on each lot. Water will be provided by the City, which will be finalized in the engineering and Large -Scale Final Subdivision Plan. Open Space/Wekiva/Drainage Requirements: The proposed PSP will preserve approximately 3.172 acres (roughly 32%) in the northern portion of the parcel for open space, which will maintain much of the existing canopy. The stormwater pond and upland area around it contribute to the 35% open space required for the Wekiva Study Area. The stormwater pond will be a private pond that will be owned and maintained by the Homeowners Association (HOA). Schools: No adverse impacts are anticipated as there is no increase in density. Instead, development of the 17-lot subdivision would result in a net decrease of 23 dwelling units from the 40 maximum units allowed in the Low Density Residential FLU designation. Issue: Should the City Commission approve a 17-lot Large -Scale Preliminary Subdivision Plan (PSP) for the Covington Oaks development, located at 8667 A. D. Mims Road and assigned Parcel ID # 10-22-28-0000-00- 004? Recommendations: DRC Recommendation The Development Review Committee (DRC) met on Thursday, June 29, 2023, to consider the proposed 17-lot Large -Scale Preliminary Subdivision Plan for Covington Oaks, located at 8667 A. D. Mims Road. The DRC discussed the need to ensure that any wetlands will be maintained and existing utility lines and easements within the northern portion of the property be maintained or, if damaged, repaired at the property owner's/applicant's expense. Following a discussion of outstanding staff comments, the DRC made a recommendation of approval of the Large -Scale Preliminary Subdivision Plan (PSP) subject to the following conditions: 1. Shifting the lots northward by approximately five (5) feet in order to create an open space tract between Lots 1 and 9 and the A. D. Mims Road right-of-way, 2. Revising the 10-Ft Utility and Sidewalk Easement to include "access" to the benefit of the City, and 3. Resolution of outstanding staff comments via a revised Preliminary Subdivision Plan. Planning and Zoning Commission (PZC) Recommendation The Planning and Zoning Commission considered this item at its July 11, 2023 public hearing. Staff stated that the applicant team acknowledged the need to ensure that any wetlands will be maintained and existing utility lines and easements within the northern and eastern portion of the property will be maintained or, if damaged, repaired at the applicant/developer's expense. Following a discussion of outstanding staff comments, the PZC made a recommendation of approval of the Large -Scale Preliminary Subdivision Plan (PSP) subject to the following conditions: 1. Shifting the lots northward by approximately five (5) feet in order to create an open space tract between Lots 1 and 9 and the A. D. Mims Road right-of-way, 2. Revising the 10-Ft Utility and Sidewalk Easement to include "access" to the benefit of the City, and 3. Resolution of outstanding staff comments via a revised Preliminary Subdivision Plan. City of Ocoee Bluford Avenue• t-- Florida 34761 Phone: 1 91 00 • a-- • s Page 235 of 268 Staff Recommendation Staff recommends that the City Commission approve the 17-lot Large -Scale Preliminary Subdivision Plan (PSP) for the Covington Oaks development, located at 8667 A. D. Mims and assigned parcel ID number 10- 22-28-0000-00-004, subject to the following conditions: 1. Existing wetlands will be maintained, and existing utility lines and easements within the northern and eastern portion of the property will be maintained or, if damaged, repaired at the applicant/developer's expense, 2. Shifting the lots northward by approximately five (5) feet in order to create an open space tract between Lots 1 and 9 and the A. D. Mims Road right-of-way, 3. Revising the 10-Ft Utility and Sidewalk Easement to include "access" to the benefit of the City, and 4. Resolution of outstanding staff comments via a revised Preliminary Subdivision Plan. Attachments: 1. Location Map 2. Aerial Map 3. FLU Map 4. Zoning Map 5. C000 Cover sheet 6. C100 Master Site Plan 7. C101 Fire Truck Turn Analysis 8. C200 Grading Plan 9. C300 Utility Plan 10. C500 Site Details 11. L01 Landscape Plan 12. L02 Landscape Plan 13. S01 Survey 14. S02 Survey 15. S03 Survey Financial Impacts: N/A Type of Item: Public Hearing City of • •e- :l • . Avenue - Ocoee, Florida 34761 • - 41 91 1i • •e- a • Page 236 of 268 Covington Oaks Preliminary Subdivison Plan Location Map 0 0 0 r-, r :Q� �i Z r Avenue Starr D riv Mims�od Lowman Avenue Page 237 of 268 Covington Oaks Preliminary Subdivision Plan Aerial Map Page 238 of 268 Covington Oaks Preliminary Subdivision Plan Surrounding Future Land Use Map Development Services Department 0 112.5 225 450 Feet Created: month year aSubject Property Future Land Use Classification: Low Density Residential (LDR) Medium Density Residential (MDR) �v . 4?m.m':Tm High Density Residential (HDR) Professional Offices and Services (PS, �JM Commercial (COMM) Light Industrial (LI) "";„ Heavy Industrial (HI) �IIiIImIG'm'm!m'mmm' Conservation/Flood plains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) �arr Drive 1AC11dim_s Road Page 239 of 268 Covington Oaks Preliminary Subdivision Plan Surrounding Zoning Map law" Development Services Department R-1A - ------ - 0 112.5225 450 Feet IN: A - Created: month year T_F\ 13Subject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1 A) 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) Restricted Manufacturing & Warehousing (1-1) General Industrial (I-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified 4 FAR (n Se C10 0 a) 1.2 �arr Drive rbxxl=7 40 Page 240 of 268 CONTACTS: CONTRACTOR ZACH DECKER JEBAILEY & CO. DEVELOPMENT 2222 OCOEE APOPKA RD., SUITE 104 OCOEE, FL 34761 PHONE: (407) 388-8979 EMAIL: ZACH@JEBAILEYANDCO.COM OWNER / DEVELOPER JOSE JOSINVIL COVINGTON HOLDINGS, LLC 1746 E. SILVER STAR RD., SUITE 337 OCOEE, FL 34761 PHONE: (407) 782-8778 EMAIL: JOSS@COVINGTONHOLDINGS.COM UTILITIES: ELECTRIC: DUKEENERGY POTABLE WATER: 0 CITY OF OCOEE UTILITIES DEPT. JAIMIE CROTEAU, UTILITIES DIRECTOR 1800 A.D. MIMS RD., OCOEE, FL 34761 PHONE: (407) 905-3159 WASTEWATER: ATU SEPTIC SYSTEMS CIVIL ENGINEER / APPLICANT / AGENT TIMOTHY W. SCHUTZ TIMOTHY W. SCHUTZ, P.E. 111 SUFFOLK COURT LONGWOOD, FL PHONE: (407) 595-7314 EMAIL: TIM.SCHUTZ.PE@GMAIL.COM SURVEYOR COREY A. HOPKINS, PSM ON THE MARK SURVEYING, LLC 143 MEADOW BLVD. SANFORD, FL. 32771 PHONE: (321) 626-6376 EMAIL: OTMSU RVEYI NG@GMAI L.COM LANDSCAPE ARCHITECT STEPHEN G. PATEGAS, RLA, ASLA HORTUS OASIS, INC. 1425 BERKSHIRE AVENUE WINTER PARK, FL 32789 PHONE: (407) 622-4886 EMAIL: SPATEGAS@HORTUSOASIS.COM COVINGTON OAKS " F W 0 'T 'I L01 0 1 : I WAA'M IL SHEET INDEX C000 COVER SHEET C100 MASTER SITE PLAN C101 TRUCK TURN ANALYSIS C200 GRADING AND DRAINAGE PLAN C300 t ITI'LITY,PLAN C500 SITE DETAILS S01 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY S02 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY S03 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY LS01 PRELIMINARY LANDSCAPE PLAN LS02 PRELIMINARY LANDSCAPE PLAN 0kV, Sup r It141 Lake N v af66e �,-tkP LPROJECT LOCATION PHASING PROJECT TO BE COMPLETED IN ONE PHASE. RECREATIONAL FACILITIES 0110 RECREATIONAL FACILITIES, TBD, WILL BE IN OPEN SPACE TRACT C. „ klly SETBACKS FRONT '4U SIDE REAR FLOOD ZONE ZONE X, P E R 25 FEET 7.5 FEET 25 FEET Lak r,sLEGAL DESCRIPTION (INCLUDING ADDITIONAL ROW): ry ;o PARCEL i. A Sikes'st l Rd SECTION 10, TOWNSHIP 22S, RANGE 28E THE W 1/2 OF THE W 1/2 OF THE E 1/2 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, VICINITY MAP TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 30 FEET THEREOF FOR ROAD RIGHT OF WAY, ORANGE COUNTY, FLORIDA. PARCEL II THE E 1/2 OF OF OF OF OF • 1 TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 30 FEET THEREOF FOR ROAD RIGHT OF ORANGE COUNTY,FLORIDA. PARCEL ID: 1 1/1/ 11 114 Digitally signed by �.. NaS,�, ,*= Timothy W *j . ,',e STATE OF Schutz ttt l l I II I t11�\ THIS ITEM HAS BEEN ELECTRONICALLY SIGN,DAND Date• SEALED BY TIMOTHY W. SCHUTZ, P.E. ON THE DATE/TIME SHOWN BELOW USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT 2 0 2 3.0 5.3 0 ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1 2 :5 7 :5 5 -04'00' NO. REVISION BY DATE Al PER CITY TWS 4.19.23 A 0 A Page 241 of 268 R/W 50' RIGHT OF WAY 5.0' 6.0' 20 12.0' 12.0' 2.0% 2.0% 2.0% ---------------------- R/W 6.0' 5.0' 2.0% O T D O OFG D (0 0 OA 6-0" WIDE CONCRETE SIDEWALK AT COMMON O BASE, 8" CRUSHED CONCRETE BASE. AREAS 4" THICK, 3000 P.S.I. 6" THICK AT COMPACTED TO 98% OF THE MODIFIED DRIVEWAY; 3" MINIMUM ABOVE TOP OF CURB PROCTOR MOISTURE DENSITY TEST OB ONE STRIP OF SOD ALONG B.O.C. MAINTAIN POSITIVE (AASHTO T-180) WITH A MINIMUM DRAINAGE FROM EDGE OF WALK TO TOP OF CURB. LIMEROCK BEARING RATIO (LBR) OF 125 6.0'WIDE AN1IAM1 A WITH SLOPE OF 2%. O OSUBGRADE, 12" STABILIZED SUBGRADE. CONCRETE CURB, 3666 07sf. COMPACTED TO 98% OF THE MODIFIED (D ASPHALT PAVEMENT, 2.0" SP-9.5 A PROCTOR MOISTURE DENSITY TEST (AASHTO T-180) STAND I AID CONSTRUCTION DETAIL 50'R/W ROAD SECTION N.T.S. 4 TRACT TABLE: TRACT TRACT USE OWNERSHIP AREA (SF) AREA (AC.) PERCENT 1 SINGLE FAMILY LOT PRIVATE 11,491 SF 0.264 AC. 2.65% 2 SINGLE FAMILY LOT PRIVATE 11,299 SF 0.259 AC. 2.61% 3 SINGLE FAMILY LOT PRIVATE 11,301 SF 0.259 AC. 2.61% 4 SINGLE FAMILY LOT PRIVATE 11,304 SF 0.260 AC. 2.61% 5 SINGLE FAMILY LOT PRIVATE 11,307 SF 0.260 AC. 2.61% 6 SINGLE FAMILY LOT PRIVATE 11,309 SF 0.260 AC. 2.61% 7 SINGLE FAMILY LOT PRIVATE 11,312 SF 0.260 AC. 2.61% 8 SINGLE FAMILY LOT PRIVATE 11,315 SF 0.260 AC. 2.61% 9 SINGLE FAMILY LOT PRIVATE 11,268 SF 0.259 AC. 2.60% 10 SINGLE FAMILY LOT PRIVATE 11,299 SF 0.259 AC. 2.61% 11 SINGLE FAMILY LOT PRIVATE 11,301 SF 0.259 AC. 2.61% 12 SINGLE FAMILY LOT PRIVATE 11,304 SF 0.260 AC. 2.61% 13 SINGLE FAMILY LOT PRIVATE 11,307 SF 0.260 AC. 2.61% 14 SINGLE FAMILY LOT PRIVATE 11,309 SF 0.260 AC. 2.61% 15 SINGLE FAMILY LOT PRIVATE 11,312 SF 0.260 AC. 2.61% 16:: "1 6LE FAMILY LOT,,, TT `0R1VXTEi I i�31 _�S f d.260'A'C. 21' 17 SINGLE FAMILY LOT PRIVATE 11,317 SF 0.260 AC. 2.61% A ROADWAY CITY 44,408 SF 1.019 AC. 10.29% B RETENTION HOA 57,675 SF 1.324 AC. 13.32% C OPEN SPACE HOA 138,158 SF 3.172 AC. 31.91% D ISLAND CLOSE HOA 328 SF 0.008 AC. 0.08% le TOTAL SITE 432,937 SF 9.939 AC. 100.00% GENERAL NOTES: 1. PROJECT SHALL BE COMPLETED IN ONE PHASE. 2. THE PROJECTED ADT FOR 17 DWELLING UNITS, AS PER THE ITE MANUAL (CODE 210) IS 162 ADT, WITH 17 PEAK PM HOUR TRIPS. 3. THE PROJECTED SCHOOL AGE POPULATION IS 17 UNITS AT 0.405 PUPILS/UNIT = 7 PUPILS. 4. ALL CONSTRUCTION DETAILS ARE CONCEPTUAL AND SUBJECT TO REVIEW AND MODIFICATION DURING THE APPROVAL OF FINAL CONSTRUCTION PLANS. 5. PROJECT MUST COMPLY WITH NFPA 1 AND 101 7TH EDITION. NEEDED FIRE FLOW FOR SINGLE FAMILY DWELLINGS SHALL BE AS FOLLOWS: HOMES 5,000 SQUARE FEET OR LESS 1,000 GPM; HOMES EXCEEDING 5,000 SQUARE FEET SHALL PROVIDE FIRE FLOW IN ACCORDANCE WITH TABLE 18.4.5.2.1 OF NFPA 1 (FFPC 7TH EDITION). REDUCTION OF FIRE FLOW MAY BE PERMITTED IF DWELLING IS,EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM OR BUILDING SEPARATIONS IN ACCORDANCE W"I TH,:_'1_ABL F-1 $ 4.5A,4,NFPA 1 (FFPC 7TH EDITION) 6. STREET REES SHALL BE PROVIDED ON LOTS. A PROPERTY LOCATION: 8667 A.D. MIMS ROAD, ORLANDO, FL 32818 PARCEL ID: 10-22-28-0000-00-004 LOCAL MUNICIPALITY: CITY OF OCOEE PROPERTY ZONING: R-1 A (APPROVED OCT. 4, 2022 RZ-22-07-39) PROPERTY FUTURE LAND USE*: LDR (LOW DENSITY RESIDENTIAL - 0 TO LESS THAN 4 DU / AC.) EXISTING USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SINGLE FAMILY RESIDENTIAL SUBDIVISION MINIMUM LOT OPEN SPACE REQUIRED PROVIDED: 35.0% / 36.3% PROPERTY AREA: 432,937 SF (9.939 AC.) MIN. LOT SIZE: 8,000 SF (USE MIN. 10,890 SF SINCE WILL USE ATU SEPTIC) MIN. LIVING AREA: 1,200 SF MIN. LOT WIDTH: 70 FT. MAX. BUILDING HEIGHT: 35 FT. PROPOSED NUMBER OF DWELLING UNITS*: 17 *NET BUILDABLE ACREAGE = 9.939 AC.; MAX 39 DWELLING UNITS (DU); *NET DENSITY = 1.71 DU/AC. SETBACKS: FRONT 25 FEET SIDE 7.5 FEET REAR 25 FEET FLOOD ZONE: ZONE X, PER FEMA MAP PANEL12095CO210H, EFFECTIVE ON 09/24/2021. SCS SOILS: 2 (83%): ARCHBOLD FINE SAND, 0 TO 5 PERCENT SLOPES. HYDROLOGIC SOIL GROUP "A". 42" TO 60" TO THE SEASONAL HIGH GROUNDWATER TABLE. 20 (13%): IMMOKALLEE FINE SAND. HYDROLOGIC SOIL GROUP "A". 6" TO 12" TO THE SEASONAL HIGH GROUNDWATER TABLE. 3 (4%): BASINGER FINE SAND, FREQUENTLY PONDED, 0 TO 1 PERCENT SLOPES. HYDROLOGIC SOIL GROUP "A/D". 0" TO THE SEASONAL HIGH GROUNDWATER TABLE. GRAPtttC' SCALE 6m LEGEND NEW CONCRETE WALKS, SLABS & PAVEMENT NEW ASPHALT PAVEMENT II -35MPH SIGHT DISTANCE LINE PER FDOT INDEX 546, DR=175' ADJACENT ----AD MIMS RD. 60-FT. ZONING N RIGHT-OF-WAY R-1A DRAINAGE --15-FT. DRAINAGE EASEMENT EASEMENT A C ' 77 t__ 7F771 8 !017ir� 8 070 0, 80,00' 80.00' 8 0. NOT' 80,00' 80.00' 8000, 412.01 _T2O qEOET� 15ff/ ----------------------------------------------------- 77". L ----- ------ ------- ------ i SSIDEWALK (TYP.) - 7T� T7T -------- ---- - - ---- ------- --- ------- -------- ------- --------- -- - 25' REAR SETBACK i 25'REAR SETBACK I 25' REAR SETBACK i F_ 25' REAR SETBACK i F 25' REAR SETBACK i 25' REAR SETBACK i F_ 25' REAR SETBACK i F_ 25 REAR SETBACK 115.0' II 'i it / I I 6 w < < < < < < < < < < < co co fn fn Uj LOT 1 Lu �uj LOT 2 w w w w w w 5'SIDEWALK (TYP.) U) LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 w U) U) U) U) U) U) U) W U) U) U) 11,491 S.F. w w w w w w w w w w w w LU w w 11,299 S.F. 11,301 S.F. 11,304 S.F. 11,307 S.F. 11,309 S.F. 11,312 S.F. 11,315 S.F. 0 1 : I I U] U -TYPE' (n U) U) - j D" CURB & (n C0 Cn (n U) co In GUTTER PER FDOT [0 1 1 1 i" INDEX 520-001 RETENTION Euo) TRACT "B" __10-FT. UTILITY AND 1 0-FT. UTILITY AND NEW FIRE--- 10-FT. UTILITY AND 15.N 57,675 S.F. SIDEWALK EASEMENT SIDEWALK EASEMENT HYDRANT SIDE R45ff 25' FRONT SETBACK 25, FIR n L 25'FRONT SETBACK 24�0' __25'FRONT SETBACK K L 25'FRONT SETBACK 25'FRONT SETBACK 'FRONT SETBACK --MIAMI" (FDOT DROP) I I OF) TYPE "A' CURB & I -"MIAMI" (FDOT DR 15�0 _j I L 25 L25 FRONT SETBACK -1 1 GUTTER PER FDOT CURB & GUTTER -5' SIDEWALK I YR.) CURB & GUTTER 19 .. . ... ... ... -10-FT. UTILITY AND SIDEWALK EASEMENT ♦1v RI-1 TOP 6.59 INDEX 92-05 (FO-17 OP THERMOPLASTIC WHITE STOP - 80,00' 80.00, 80.00' __1�80,00' 80.00, - 80.00' 80.00' 80.00 - - - - - - - - - - - - - - ❑ P SIGN AND 24" R35 0' BAR PER FDOT INDEX 711 -001 R7.0, 12,0' _R7.0' -.-BLUE R.P.M. TRACT A 210' NEW FIRE .5 (44,736 SF), HYDRANT 50, _2 ROADWAY "A" A -BLUE R.P.M. R7.0'- - I j I I I I 12.0' R35,0'- x -TYPE "A" CURB & GUTTER PER FDOT 80,001 80.00, 80,00, L21 80,00' C310 80.00' 80,00, ADJACENT 80.00, 80,00' .65' -001 15,01 INDEX 520 ZONING - TRACT D - ISLANE T 7:7 CLOSE, 3T8 S. FF. - - - - - - v 717 �,MIAMI" (FDOT DROP) . . . . . . A-1 A 5' SIDEWALK (TYP) CURB & GUTTER 25' FRONT SETBACK 25� FRONV 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK SETBKCK 25� FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK NEW FIRE -1 0-FT. UTILITY AND 10-FT. UTILITY AND SIDEWALK EASEME SIDEWALK EASEMEIi TRUNCATED DOMES PER 1 0-FT. UTILITY AND NT NT -EXISTING 20-FT. FDOT INDEX 522-002 (TYP.) SIDEWALK EASEMENT HYDRANT DRAINAGE EASEMENT -TYPE "D" RB & 15-FT. DRAINAGE TO BE MAINTAINED GUT_ "R , 1, IYERFDOT (y, � I , (UJ INDEX 520-001 < < < < < < < < < < EASEMENT 0 co fn M fn 00 co w w w w w w w Uj w w w w w w w w LOT 9 IF- LOT 10 LOT 11 N) I LOT 12 I IN) LOT 13 U) co LOT 14 U) LOT 15 U) co U) U) W9 co co U) LOT 16 LOT 17 U) 11,268 S.F. w Uj F_ 11,299 S.F. Uj, LU w Uj w LU w Uj Uj LU 11,312 S.F. w Uj 11,315 S.F. w LU 11,317 S.F. 11,301 S.F. 11,304 S.F. 11,307 S.F. 11,309 S.F. W� OPEN SPACE W 0 0 9 0 9 0 9 0 1 9 0 1 9 0 1 9 0 1 1 i i w in En 11) U) U) U) Fn U) U) U) U) U) U) U) U) U) b TRACT "C" 5 SIDEWALK (TYP.)----- 138,158 S.F. 25' REAR SETBACK 25'REAR SETBACK L L 25REAR SETBACK 25'REAR SETBACK 25� REAR SETBACK L 25� REAR SETBACK L 25REAR SETBACK 25REAR SETBACK 25� REAR SETBACK - - - - - - - -- - - - - - - V ---------------------------------------------------------------------------------------------------------------------------- 80,00' 8000, 80.00, 80,00' 80.00, 80.00' 01 4 "o L-4-L L: 80,00' 80,0 15-FT. DRAINAGE 15-FT. DRAINAGE EASEMENT ADJACENT EASEMENT ZONING R-1A -35MPH SIGHT DISTANCE LINE PER FDOT INDEX 546, DL=275' TSW 11, i to 0 1 IIV W. S C 11 tj t z, P.E. Cavil Engineering & Land De\ vlopment 111 Suffolk Court Longwood. Florida 33779 Cell: 407.595. 73 11 Tiin.S(-Iititz.pe(t�ginail.(-oiii v r #COEE, FLORIDA MASTER SITE PLAN CIVIL CONSTRUCTION DOCUMENTS SUB -CONSULTANT: REVISIONS: APER CITY COMMENTS 4.19.23 SCALE AS SHOWN DATE 6/21/22 PROJECT # 220621-22 DESIGNED TWS CHECKED SES SEAL Digitally signed by Timothy W Schutz Date: 2023.05.30 13:02:01 -04'00' SHEET Page 242 of 268 so General Data Name: OCFD Plattormj Library: Custom Region: I Nmti7 America Country: United States Profile Type: 4None> Vehicle Profile: Class: Fire Truck - Aer,al. Lock to Lock The:: 6,e7 (sec. Steering Lack Anale: -44.2 I deg, Overall Vehicle Length: 45.70 ft Current Part Data Part Profile. Tractor, FUII A"idtty Front Axle Croup Axle$: 1 0,'heels: 2 Track: 8.33 It „ " Steering; Front Only 45.70 Rear Axle Croup .Axles: 2 l'iheel5; 2 ............ Track:, 8,33 ft TRUCK TEMPLATE - ORANGE COUNTY PLATFORM TRUCK N.T.S. GENERAL NOTES: `�►ri11�11�i:1���1»�[���i��9:I_���:3�i�iliI�Ze3���:[�]�I�y_�:������::►_��E.xiI�h�y�i�I_���_� C HPAAPHIC' `('ALE LEGEND ' INEW CONCRETE WALKS, SLABS & PAVEMENT NEW ASPHALT PAVEMENT 82.7T — — 80.00 — — — — — — 80.00— — — —� — — 8 — — — -- — — 80.00' — — —� — — —8— — — — — 80.00— — — —� — — —80�00 — — � 412.01' i '1---- -----------------------L ---------� - _T IF1 I I I I I I I - --------------------- --------- ----- I' 25' REAR SETBACK I r 25' REAR SETBACK I 25' REAR SETBACK I 25' REAR SETBACK I 25' REAR SETBACK 1 25' REAR SETBACK I 25' REAR SETBACK 1 25' REAR SETBACK I- ii i i i I I I _ --------------------- ------ --_-- Im Y I Y Y I Y Y I Y Y I Y m I m m l m a I Q Q I a Q i a a l a Q I a 1 m m m m co m in m w w w w w w w w w w w w w w w l w o 0 0 0 o g — 0 0 o 0 0 0 0 w n rn m rn rn in U) cn in m U U) in 1 1 1 1 I U I I I I I I I I 4 I I L25'FRONTL25'FRONT 25' FRONT SETBACK I —25' FRONT SETBACK I 25' FRONT SETBACK 1 SETBACK I 25' FRONT SETBACK 1 SETBACK 1 25' FRONT SETBACK 1 25' FRONT SETBACK I y, — — — — — — — — n ,— — — II 13 -- I a I � 800' 80.00' 80.00' 80.00'5 j,. —_ _— 1 BMW so.00' so.00' II 8a.00' 80.00' 1I so.0080.00' so.o 80 -- f —T t ... -------- 25'FRONT SETBACK 25'FRONT SETBACK 25'FRONT SETBACK25'FRONT SETBACK 25'FRONT SETBACK 25'FRONT SETBACK 25'FRONT SETBACK SETBACK 25'FRONT SETBACK25' F-�-� �/-� 1/I ♦♦ 756�8 ♦ � - � j III 1II I I I I I ♦♦ Y I C) Y l Y 1 1 Y I C) Y l 0 U U U U U U U U U W m l m m l m a l Q a l¢ m l m m l m m l Co m l m a l / w w F - m _ m F m h- i- r- - h F w n n n n n n n In co n n n nl n n n n 0 u w w w u w w w u w w, 'w w w w w w i I F o o a o g o 0 o g o o o U 1 i l I I i ijI III III 25' REAR SETBACK 25'REASETBACKI I I I I I I I 1 1 _ R I 25' REAR SETBACK 1 25' REAR SETBACK 1 25' REAR SETBACK 1 25' REAR SETBACK 1 25' REAR SETBACK I 25 REAR SETBACK I 25' REAR SETBACK -- — — — 1 — — — — — — — -------------------------------------------— ---------- Iii L1 ------------------- 80.00' — _---------------------------------0 ------------ -- ------------------- ,,- 80,0 .8—---- I I I I TSW Timotliti NV. Sehutz.P.E. CiN it 1:ngineering K Land Deg elopnierit 111 Suffolk Court Longwood. Florida 32? ; 19 Cell: 407.595.7314 Tini. Seliutz.lie(aigniail. cone COVINGTON OAKS TRUCK TURN ANALYSIS CIVIL CONSTRUCTION DOCUMENTS SUB -CONSULTANT: REVISIONS: 10 PER CITY COMMENTS 4.19.23 SCALE AS SHOWN DATE 6/21 /2 2 PROJECT# 220621-22 DESIGNED TwS CHECKED SES SEAL Digitally signed by Timothy W 1pQ, SThTE OP G?w Schutz Date: 2023.05.30 12:59:30 -04'00' SHEET C-101 Page 243 of 268 'd ) I 'r li+ q 1 r)rhlldool`y 1 i yo i y ',i yo i� h1 )%4j; \S4 )S4y it d�"r rir � � PAVING AND DRAINAGE NOTES 1. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE TESTING COMPANY. 3. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF -SITE AND MATERIALS TO BE DISPOSED OF OFF -SITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF -SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SITE SOIL CONDITIONS PRIOR TO" NOTICE TO PROCEED" TO DETERMINE IF ANY OFF -SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS. 5. ALL FILL MATERIALS SHALL BE FREE OF MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH, OR OTHER UNSUITABLE MATTER. 6. ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON -SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. 7. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALL OTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-99. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS. 1 1 I 1 I 1 I 1 I MATCH LINE AND GRADE OF EXISTING PAVEMENT I I 1 I 1 I I 1 I i 8. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER A MINIMUM OF FORTY-EIGHT(48) HOURS PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 9. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SEWER (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION). 10. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS. 11. ALL ON -SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED WITH A SEED AND MULCH MIXTURE UNLESS OTHERWISE NOTED OR AS PER THE LANDSCAPE PLAN. 12. ALL OFF -SITE AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH BAHIA. 13. NO HARD WOOD TREES MAY BE PLANTED OVER OR WITHIN 5' OF UTILITY LINES OR STORM PIPES. ONLY SOD OR SOFT WOOD SHRUBS MAY BE PLANTED OVER UTILITY LINES. 14. ALL STORM DRAIN INLETS CONSTRUCTED AS PART OF NEW DEVELOPMENT PROJECTS IN ORANGE COUNTY SHALL HAVE METAL MEDALLION INLET MARKERS INSTALLED. TEXT ON THE MARKER SHALL BE EVENLY SPACED AND READ "NO DUMPING, ONLY RAIN IN THE DRAIN". MARKERS MUST BE COMMERCIAL GRADE STAINLESS STEEL, ALUMINUM, BRASS OR BRONZE AND EITHER STAMPED FROM SHEET METAL OR CAST. METAL MARKER COLOR MUST BE NON -REFLECTIVE BLUE OR GREEN. AQUATIC CREATURE OR SYMBOL SHOWN ON MARKER SHALL BE CONSISTENT THROUGHOUT THE SUBDIVISION. MARKERS MUST BE AFFIXED TO A CLEAN, PREPARED SURFACE WITH ADHESIVES, FASTENERS, OR HEAT AS RECOMMENDED BY THE MANUFACTURER. MARKERS SHALL BE ALIGNED WITH THE CENTER OF DRAINAGE INLETS AT THE TOP OF THE CURB. LETTERING MUST BE BETWEEN 0.4 - 0.5 INCHES AND THE TOTAL DIAMETER OF THE MARKER BETWEEN 3.75 - 4.25 INCHES. 15. THIS SITE IS LOCATED WITHIN THE WEKIVA STUDY AREA, AS ESTABLISHED BY THE WEKIVA PARKWAY AND PROTECTION ACT, SECTION 369.316 F.S. ADDITIONAL ENVIRONMENTAL REGULATIONS APPLY." THE APPLICANT IS ADVISED TO FOLLOW RELATED LEGISLATION IN ORDER TO ASSURE COMPLIANCE WITH REGULATIONS. CHANGES TO REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO: SEPTIC TANK CRITERIA, OPEN SPACE REQUIREMENTS, STORMWATER TREATMENT AND CONSERVATION. IN ADDITION TO THE STATE REGULATIONS, REVIEW ORANGE COUNTY AMENDMENTS TO THE COMPREHENSIVE POLICY PLAN APPROVED BY THE ORANGE COUNTY BOARD OF COUNTY COMMISSIONERS IN DECEMBER 2007 THAT REQUIRE COMPLIANCE AS OF THAT DATE. ------------- Q' peg 03 5 P� ��O----- O Q0IT O- '� 34ESCOPE ELM_III- 1T`=_ram IIII I C I=7P =TrT-_ WALE _ III- r7 III -III _ ' 1171==l F _ _ ---------i-- _3 TYPE "A" LOT GRADING NTS ---- peg 5� 10 �J�; e� �-� h�-T S/DESWgLE Q� TYPE "B" LOT GRADING NTS RON w-,Nw_7_1r _ _ a GRAPHIC SC' AI,E TI III_ it LEGEND -- ENVIRONMENTAL SWALE ---- p� O1J p01�1 DESLOPE - - I E_ -- I 1T�1. i r'_r,T I- I _ �- -'- GRADINGTYPE "C" LOT NTS ' INEW CONCRETE WALKS, SLABS & PAVEMENT INEW ASPHALT PAVEMENT •�`' SPOT ELEVATIONS E�> STRUCTURE NO. 15-FT. DRAINAGE --15-FT. DRAINAGE EASEMENT EASEMENT U •■■1 I l 1 I I T 1I I 8000'1 1 TI 80.00' 1-- - -- -- -- - -- .----------- ---- -- -- -- -- -- - - -- - -- \L ----- T-- ---t-------F -- ---T-T---�- ------ ----- 1 ---- f-------------------------------------------------82.7T 80.00 80.0080.00 80.00' 125.00 - - - - - - - 124.00 - - - - - - - 25'REA25REAR SETBACK --- 12300-- - - - - - - -- - - - - - - - - - ------- - - - - - - - 122.00- - - - - - - - - - - - - ----------25'REA_R SETBACK 25REAR SETBACK /DISCHARGE PIPE -20 25' REAR SETBACK 25'REAR SETBACK 25'REAR SETBACK T25'REAR SETBACK 1 1 Y MAINTENANCE DRIVE I I 1 a I I I I III CONTROL STRUCTURE __- I I 1 N CID1 m I m In1 m I m coI m m 1 m m I m CD STRUCTURE / 11 " LOT 1 w W LOT 2 w w" LOT 3 w "" LOT 4 w LOT 5 w w LOT 6 w w LOT 7 w w LOT 8 w TYPE "A' LOT U) � n U) � n -- - �- s- I ----- SPREADER I 1 - �! TYPE "A' LOT TYPE "A" LOT TYPE "A" LOT o TYPE "B" LOT o o TYPE "B" LOT o o TYPE "B" LOT o o TYPE "B" LOT o ` - DRAINAGE PIPE r o �, r' ( w cn,,,, 0 - _ - / TS-1 SWALE I 1 1 0 1 F.F.E.=129.60 F.F.E.=129.98 F.F.E.=129.98 F.F.E.=129.43 F.F.E.=128.88 cn U) F.F.E.=128.33 - I 1 13 1Q29.6 h, 1 1 1 1 0 02 h F.F.E.- 1 2. 1 - Q h Q I Q h 1 �� I �� - 4\ �. - RETENTION h l h h l h h l STS 9 1 ` J DRY /I I I I I / -r' DRAINAGE PIPE - � / - AREA I 1 I / I 1 25' FRONT SETBACK I 25' FRONT SETBACK 1 25 FRONT SETBACK IL25'FRONT SETBACK 1 25' FRONT SETBACK IL25'FRONT SETBACK I 25' FRONT SETBACK 1L25FRONT SETBACK I�.tC3 00 `� -----1 - - - - - - I- ------ �t------ ------- 1 1- _----- I1- -- ---ti�-I- i 00 ti n0 1 80.00' � 80.00' � 80.00' � � 80.00' ���� 80A0' i 80 00' 80.00' ar Yo DRAINAGE DRAINAGE PIPE --DRAINAGE P E ti INAGE PIPE - I�.y - - - - - - - - - - - _ - GE � G � DRAINAGE PIPEPIPE � _ I I ?4 $ $ �S ' - - r - 66.1 - - la_ 80.00' - 80.00' - - - - 80.00� / 80.00' -/- - 80.00� - - 80� - ._._ -�- 1 I 1 �f ?� - 00, /, � 80.00' / 80.00' 7.65' ! I 7S 1 -_ _ - / 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK I 25' FRONT SETBACK ¢ .. 1 1 1 1 1 I 15-FT. DRAINAGE I I m � Y I y' .',�;. � Y I Y � Y I y' Y I Y Y Y Y Y y Y y y y / / Q ,, „ I w ¢ 1 Wco M, ,' 11 LOT 1 a 1 a 1 a a 1 Q a 1 a a I I EASEMENT 1 1 LOT 9 LOT 10 w LOT 11 w F_ LOT 12 U F- U U Q 1 Q 4 m m- r- N m_ 1 1 w � uw u � w � � w 3 � � � w LOT 14 � � � w LOT 15 � w LOT 16 � � � � LOT 17 w En TYPE "A" LOT w TYPE "A' LOT ll TYPE "A" LOT w ' TYPE "A" LOT w TYPE "A" LOT w w TYPE "A" LOT w w TYPE "A" LOT w w TYPE "A" LOT w w TYPE "A" LOT w ( I I I 1 m uJ O 0 9 O O 0 0 O 1 1 1 I 1 N, F.F.E.=130.02 �+ F.F.E.=129.60 1 F.F.E.=129.60 1 �?,, F.F.E.=129.98 1 ,, F.F.E.=129.98 1 F.F.E.=129.43 - 1 U) F.F.E.=128.88 55 I F.F.E.=128.33 m 1 U) F.F.E.=127.78 N I I 1 I I "in iA 'in ein in in in i0 in in n, I I .. I , I I T25' REAR SETBACK 25' REAR SETBACK 25' REAR -_ 1 __- 1 R SETBACK 1 25' REAR SETBACK 1 25' REAR SETBACK I 25' REAR SETBACK 1 25' REAR SETBACK 1 - 25' REAR SETBACK I 25 REAR SETBACK I 1 1 1 1 1 1 1 1 1 I I I I -------o----------- ---- -- 80 r.l������� 0.0��+ 1,�, 8��� L����OT����������������i���������.������������������.iili�s����������� . 15-FT. DRAINAGE EASEMENT - EASE DRAINAGE EASEMENT Tsw Timothy- W. Schnt Z, P.E. G N it Engineering K Land Pe, elopment I I I Soffoll. Court Longwood, Florida 32779 Cell: 407.595.7314 Tim.SehIII z.pe((U.gmaiLeon) RMAN1910" WHIM CIVIL CONSTRUCTION DOCUMENTS SUB -CONSULTANT: REVISIONS: 0 PER CITY COMMENTS 4.19.23 SCALE AS SHOWN DATE 6/21/22 PROJECT # 220621-22 DESIGNED TWS CHECKED SES SEAL Digitally signed by �°`' No 51511 t - Timothy W �,y, STATE OF ^ .FS OROa2�` Schutz o Date: ,,M,'t ° a, ; :Ao:,.:, r 2023.05.30 13:03:05 -04'00' ■ Page 244 of 268 j: S4 �h,4 1i mail i d S4 S4 qh4y I M, 2�rir CONNECT TO EXISTING 16"- CITY OF OCOEE WATER MAIN WM v GENERAL NOTES: 1. MINIMUM FIRE FLOW SHALL BE 1,000GPM. HOMES ARE LESS THAN 5,000SF IN AREA. LEGEND NEW CONCRETE WALKS, SLABS & PAVEMENT INEW ASPHALT PAVEMENT ViTIT, 11: A :I a Biel I I SANITARY LATERAL SINGLE �-- SANITARY LATERAL DOUBLE m IN Elm I W&W- �tr - R � GRAPHIC KALE T ►. _ 11M 0 SANITARY MANHOLE 18� LIFT STATION — SAN — SAN — SAN — SANITARY GRAVITY MAIN / SERVICE FM FM SANITARY FORCE MAIN — WM — WM — WM — WATER MAIN / SERVICE (ED STRUCTURE NO. 10-FT. PUBLIC j : UTILITY EASEMENT -EXISTING 8" PVC FOR EXISTING WATER MAIN WATER MAIN 8070,V, �8277' 80.0080,0080.000,00' T�000`m*07 L--- -1 ------- I - — — — — — , — — — — — — — — ' , 8000, — — — — — — — — — — — — — — — — — — — —8— — ------- ------ -- --- ------2 ---- --- ------------- ---------- 25 ---- 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK F 25'REARSETBACK - - - - - - - - - - - - - - F F 0 0 -- - < < I < < < w w w w w w w w r i wl Iw wl Iw U) 0 w (01 co co I I 'C-O I co I 150 w w w w � w w w' w 0 In 1 0 2 0 0 1 0 9 In 1 0 0 1 1- Un 0 UUUU n in in in io in in to P - (n 6D SIDEWALK SIDEWALK EASEMENT D --10-FT, UTILITY AND 0-FT. UTILITY AND NEW FIRE--- 10-FT. UTILITY AND �EASEMEN�T ANT SIDEWALK EASEMENT L 25- FRONT SETBACK 25'FRONT SI 25'FRONTSETBACK _25'FRONT SETBACK L 25'FRONT SETBACK 25'f�ONT SIETBA6 L 25' FRONT SETBACK _25' FRONT SETBACK DOUBLE WATER/RRIGATI N t, — — — — — — — — —SERVICE (TYP.) — — — — — — — — — — — — — 4 A 80,00' 80.00' 80,00' 80.00, METERS 80.00, 80.00 10-FT. PUBLIC UTILITY EASEMENT FOR EXISTING WATER MAIN Cq 'ii�7ii 7 of — --- - ---- -- me v-, v-, —,v yl vvlvi, VVIVI 1.� vvlvi vvlvli vvlr plyl vv l, VVIA VVIVI VVM4 80 80.od aromol"i I I I I DOi - f L — — — — — — — — — — — -- — — — — — - — — — 80.00, 80.00, 80.00, 80,00' V /1\ SINGLE WATER WATER/RRIGATION ',1 1 1 &J'S'ERVICEi �---8" DIP WATER MAIN 8" GATE VALVE 8" DIP WATER MAIN V:V,V, :,IRRIGATION SERVICE J Q I I / I I i METERS FRO T i METERS) BACK 'SETBACK: 25'FRONT SETBAC�K 25' F�R&Nff SETBACK 25' SETBACK,,,' 25'F"T SETBACK 26FR : "I I --il --EXIST NG 8" PVC NEW FIRE- 10-FT. UTILITYAND -Io* F. iLiTy"AND WATER MAIN SIDEWALK E RON FRONT FRONT SETBACK 25' FRONT SET b FRm.�T ��764CK 25�_NT SETBACK 1 0- F T.UT ILIT Y AND F HYDRANTEASEMENT F SIDEWALK EASEMENT SIDEWALK EASEMENT ' ' Q, 1 0 Y Y 0 1 0 0 0 0 0 0 8" DIP WATER MAIN Ji < < < < < < < < U) co ca C3 w 1__ F_ w Uj w w w Ji w w w w w w w w w w w Cn ca U) co (0 ca U) U) (0 ca ca U) co ca ca U) co coo w w w Uj w w w w w w w w w w w w w w (1) U) U) U) U) U) (n U) U) U) (1) (n U) U) (n (n U) U) r ___' 10-!`T. PUBLIC UTILITY ' ' ' __ EASEMENT FOR NEW WATER MAIN 25' REAR SETBACK 25 REAR SETBACK 26REAR SETBACK 25REAR SETBACK 25'REAR SETBACK 25- REAR SE 25REAR SETBACK L 26REAR SETBACK - TBACK 25REAR SETBACK — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — 80,0Y 8000, 80,00' 80.00, 8000, 80,00 80,00' 80�001 WM WM WM WM WM WM WM WM 80,00' _wM WM WM WM WM - - - - - wm---wm - - - - - wy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10-FT. PUBLIC UTILITY CONNECT TO EASEMENT FOR NEW y EXISTING 8" CITY OF OCCEEWATER MAIN -�--8" DIP WATER MAIN WATER MAIN TSW TimothN- W. Sciiiitz,P.E. Civil Engineering & Land Developmelit I I I Siiffolt. Coitri Lojigmood, Florida 32-179 Cell: 407.595.731 1, Tiiii.Sclititz.l)e(cl?gitiail.coiii COVINGTON #FAKS OCOEE, FLORIDA UTILITY PLAN SUB -CONSULTANT: REVISIONS: A PER CITY COMMENTS 4.19.23 SCALE AS SHOWN DATE 6/21/22 PROJECT # 220621-22 DESIGNED TWS CHECKED SES SEAL Digitally signed 51 byTimothyW Schutz Date: ... ........... 2023.05.30 13:04:00 -04'00' SHEET I Page 245 of 268 RW STABILIZE WITH PERMANENT VEGETATIVE COVER 15' BERM _ 3 20.0' `\ VARIES �l ►}� 20.0' 15' BERM (SOD) (SOD) (( (SOD) ( (SOD) (SOD) 10:1 MAX. EL. 125.00 5 1 BTM. 121.00 EL. 125.00 10:1 MAX. 5 1� 0 SHGWE: 116.0 TO 119.0 AVERAGE 117.5 FT. MATCH EXIST. GRADE BEFORE PROPERTY LINE — DRY DETENTION POND TYP. CROSS-SECTION N.T.S. P /L T SW Timothy- INT. Schiitz..P.E. Civil Engioeering & T,and 1)e elopnn•nt I I I Sidl'oll, Coorl T,onpwood. Florida 32779 Cell: I07.595.731 1 Tim.Sch ui z.peLi� maiLcow COVINGTON OAKS CIVIL CONSTRUCTION' DOCUMENTS SUB -CONSULTANT: REVISIONS: 0 PER CITY COMMENTS 4.19.23 SCALE AS SHOWN DATE 6/21/22 PROJECT # 220621-22 DESIGNED TWS CHECKED SES SEAL REVISIONS: E DATE NOTE 5/12/23 City Comments I I I OUA, PRESERVE TREE gREAUA UA . DRAINAGE UA UA UA�E�MENT DRAINAGE Uq II '' EMENT �/ 82.77 80.00 80.00 80.00 80.00 80.00 80.00 \, SOD' �> I SOD 44 1 � SOD 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 25' REAR SETBACK 2.0 ♦ I I I I I I I I I I I I I I I I Q I I I SOD Y Y Y Y Y Y - -. I co Co1 I ca ca I m ca I Co Co I Co Co I m ca I m Co I m Co ~ F ~ F H H F F F i wo LOT 1 W N w w `� w w w w N I w LOT 5 w l co w LOT 6 w co w LOT 7 ~' W LOT 8 ~ LOT 2 U)iN LOT 3 U)iN LOT 4 M w w TD \TD/ U) I• so w TYPE "A" LOT W o TYPE "A" LOT o o TYPE "A" LOT W o TYPE "A" LOT W o TYPE "B" LOT W o TYPE "B" LOT W o TYPE "B" LOT o TYPE "B" LOT o w d W w d. w w I. w w d- w w ILu F.F.E.=130.02 U) IU) F.F.E.=129.60 u) IU) F.F.E.=129.60 u) IU) F.F.E.=129.98 u) IU) F.F.E.=129.98 u) IU) F.F.E.=129.43 u) IcU) I_ F.F.E.=128.33 �I SOD - F.F.E.=128.88 � � ` ° I� - ° soc : 24 I - /� I O1 \MYFR/ UAL 25' FRONT SETBACK I 5' FRONT SETBACK 25 ILIA SETBACK 25' FRrONT S ILIA 25' FRONT SETACK ILIA 25' FRONT SETBACK ILIAFRONT SETBACK 25' F ILIA TBACK �- — — — — — — — — — J — — — — — — — — — — I— — — — — — — — — — — J L — — — — — — — — — — J L — — — — — — — — — L — — — — — — — — — J 9d � S D,. )� SOD SOD SOD SOD SOD �\ - r e ♦e aQ4!)- °e _° - SOD es ♦A�♦ . A ° -" Q SOD 80.00' SOD 80.00' 80.00' r ®r 66 5W _ 80.00' 80.00' 0.00' 0 '�\ ♦ ♦ • r e e . ° ° _- „-, ., „„,eO a e° ,,, A A SODS A A.i A ♦ A S SOD `11 \ -FT. ' T� DE OF HYDRANT SAFETY YELLOW F ...4T C B SAFETY YELLOW qq ' I \ J \ PAINT CURB SAFETY / i sin l/ 5-F I SIDE ILIA —n�- ' �\ UA / ..-tires-� UA / 15-FT. EITHER SIDE (F �.r, = ILIA/ ILIA / �� / UA / I \ q / SOu ► i \ i 1 SO ' p ♦ ,41 a 4. '„ A ° e° a e° A A ♦ ♦ ° e e „n'r+ A. . • „J a , A • - •. AA ° ♦ • �,,, — ° A ° A!� e ♦ A♦ e ♦„ °, 66 1$ 8 80.00' SOD 80.00' - SOD 80.00' SOD0.00 g 80.00' . 0.00' 7.6 ' e : • • ° � SOD SOD SOD �V SOD SODOD 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK ' I I I 1 25' FRONT SETBACK 25' FRONT SETBACK 25' FRONT SETBACK SOD r ,A /24\ ° I � MYFR I I Y I I I I I I I I I I I ° YI U I U YI U IY U YI U IY U YI U IY U YI U IY U YI IY YI IY IW U) QI F IQ F QI F IQ Co QI Co IQ Co QI IQ F QI m IQ ca ml Im ml Im . W o LOT 9 - w I N U) N I w U) - w I� LOT 10 U) N I w - LOT 11 I w I F - N LOT 12 w U, - LOT 13 I rn I H - LOT 14 I ao I � - LOT 15 v I I U' c" TYPE "A" LOT IW W of ''' to TYPE "A" LOT W oI ''' Io TYPE "A" LOT W d oI ''' Io TYPE "A" LOT W d of ''' to TYPE "A" LOT W d of W to TYPE "A" LOT W d W Io TYPE "A" LOT W W i u F.F.E.=130.02 U) I I U) F.F.E.=129.60 U) F.F.E.=129.60 U) F.F.E.=129.98 U) F.F.E.=129.98 � oI F.F.E.=129.43 I I- of F.F.E.=128.88 �I to I� zo uI II` uI I� uI II; uI IE in e UI I0 ca Im LOT 16 (n , I W TYPE A LOT Lu of to F.F.E.=128.33 u) IU) �I I� UI QI m LOT 17 Iao TYPE ,o "A"LOT I�. F.F.E.=127.78 u) �LUA UA UA vA UA UA UA �—U�ETBACK vA 25' TBACK — J L — — — — —SETBACK — J L — 2 — — —SETBACK — J L — 2 — — —SETBACK — J L — 2 — — —SETBACK — J L — SETBACK — J L — — J L — 2 — — —SETBACK — J L — — — — —SETBACK — J SOD Sy r 80.00' 80.00' 80.00' 80.00' 80.00 80.00 80.00'---80.00 Rn nn 15-1`T. DRAINAGE - I EASEMENT 15 FT. DRAINAGE EASEMENT PRESERVE TREE AREA ° ° i15-FT. DRAINAGE EASEMENT 80�6 �9 r ' 1`L ' PRESERVE TREE AREA e 5 00'q\ e 5yooa'. a�o,ce 5y 9 SyooC 6 e ;e °re e �o< SyG, 51°°�o(e Sy $°, 5yc �Z SY � 12 N U) J uJ Cn W W 0 uJ z c r Q� I� SYoo�ore r4 coo0 Sycvi z9fk 1 INOTE: Street trees shall be provided on lots I 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432.4770 or 811 IT'S THE LAW IN FLORIDA FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Ste p h Digitally signed by en G Stephen G Pategas PategDate: 2023.05.17 12:31:31 a S -04'00' LL " > Y, E 52, m 14• r'.. Wj V . 1 N ao p ao so 1 inch = 30 ft. w C� V1 O l � O DESIGN DRAFT CHECK SP JB I SP PROJECT #: 222-077 DATE: 12/01 /2022 SCALE: 1 30 SHEET- LS- TOTAL: L -1 o LS-2 IQRTJS OASIS •�r.,��.:�pw .gin.: h.. �;,, ..�• ;�m� i.;'w �.?�aF p' ^�"�,^_^a9a:tr .i; 0.�a 7E ,k�..p Page 247 of 268 REVISIONS: E DATE NOTE 5/12/23 City Comments PRELIMINARY LANDSCAPE LEGEND - HO#222-077 Covington Oaks 2022-12-01 STREET TREES/SCREENING AT ROW • Street trees are required every 50' alternating side to side. 920750' = 18 trees required. Provided: 18 trees. Trees shall be located just within the 10' utilities easement. Locations may be shifted to avoid proposed driveways. • Vegetative screening is required at the ROW to achieve a 5' height. Provided: 48 shrubs. QTY CODE BOTANICAL/COMMON NAME SPECIFICATIONS 48 MYFR Myrcianthes fragrans full, 36-42"oa, 7g, 5'oc, native Simpson's stopper 4 TD Taxodium distichum 10-12' x 4-5, 3" dbh, native Bald cypress 31 UA Ulmus alata 10-12' x 4-5, 3 - 4" dbh, native Winged elm BUILDING LOTS (17) • One tree (excluding street trees) is required on each lot due to septic systems. Exact tree locations may change due to house, driveway or septic system locations. Provided: one tree on each lot (excluding street trees). • Each lot shall be sodded with type of sod determined by others TREE PRESERVATION • Trees over 8" dbh are considered protected trees • Potential trees to save are noted • Replacement trees shall be 2" dbh or greater NATIVE VS. NON-NATIVE PLANTS SPECIFIED CHART CODE BOTANICAL/COMMON NAME MYFR Myrcianthes fragrans - native Simpson's stopper TD Taxodium distichum - native Bald cypress UA Ulmus alata - native Winged elm All specified plants except for sod (TBD by others) are native TOTAL 100% TREE PROTECTION UNDISTURBED AREA SHALL BE PROVIDED BASED UPON TREE DBH. BARRIER SHALL BE ERECTED PRIOR TO ANY CONSTRUCTION IN GENERAL AREA OF TREES TO BE PROTECTED. � PROHIBITED WITHIN THIS AREA: 1. PARKING OR USE OF VEHICLES, EQUIPMENT, OR MACHINERY ;O�, -- 2. STORAGE OR DUMPING OF ANY MATERIALS OR LIQUID. S� 3. CONSTRUCTION, EXCAVATION, OR TRENCHING - ,P EXISTING VEGETATION REMAINING AFTER GRUBBING FOR BUILDING PADS, STRUCTURES, RIGHT OF WAY, PARKING AREAS OR SIGNIFICANT GRADE CHANGES SHALL BE PROTECTED DURING THE ° CONSTRUCTION PROCESS. R / FOR EACH TREE TO BE PRESERVED, ESTABLISH AN UNDISTURBED AREA MEASURED FROM THE CENTER OF EACH TREE. THE MINIMUM UNDISTURBED AREA IS A RADIUS OF 0.75' FOR EACH INCH _ OF DBH (DIAMETER AT BREAST HEIGHT, 54" HT ABOVE THE SOIL LINE). TREES OF 6" DBH OR LESS SHALL HAVE A MINIMUM UNDISTURBED RADIUS OF 5 FEET. ALSO SEE LANDSCAPE NOTES. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION IS COMPLETED. _ UPRIGHTS - THE EQUIVALENT OF 4 X 4 LUMBER AT 3' MINIMUM HEIGHT ON 5' MAX, CENTERS. HORIZONTALS - THE EQUIVALENT OF TWO COURSES OF 1/2" DIA. ROPE WITH YELLOW TAPE UNDISTURBED AREA FLAGGING. TYPICAL TREE PROTECTION DETAIL VARIES (5' MINIMUM) N.T.S. `x' W J Lu uJ W W W W Z� J _ a PRESERVE TREE AREA 6 24. SOD TD SOD 1 DRY RETENTION TTD AREA 1 TD oa`�9 ecv-k0 2 Ooyr y • <�ne o6r (<e„ ee 1 0 0 Oa\2 0a9N 0°$ p ° ° O 6• 0°� 0 Q� O 01 ° ° ° Q(\L(� P� Q\reNQ\11 P1 6e 18N 0 6 O 0 01 OaK Oo OaY N ), o 6 6 o ° ° Q�r10 O O N O Oon�+ ° 9\� NO $r ° 0 6 Oa6 Q\re ear k 00\` ° $((\ $ P\Ne 6 �00 r 8N �' 0 P\t;, a 10 rfti� .9 °o`� � c,o��ow P a"r Y V P o\C 8 50� Poi OaKN 0a 2 n\ o ecv , 6 c\ Oak N P\ Me po`�N o FINISH GRADE 1" TENSION BUCKLE /¢ tr0re 00* "`"' 7 9 BELOW TOP OF ROOTBALL LOOP LOOSE END OF WEBBINGel ode 20 ° " b`' "' P✓. MULCH AS SPECIFIED, AROUND LEADING BRANCH �"� 6 eSyGa�` OQ� ANCHOR 8 $ c a��d'�• ry 4" FROM TRUNK &OFF OF OF TREE. TIE 1/2 KNOT or mo< a6 pO\� 6 , .• BACKSIDE OF BUCKLE. GUY LINE 5 oa O BRANCHES & FOLIAGE TREE TRUNK 0�\or0 o<e ,„F �N o ° o FERTILIZER TABLETS PULL BUCKLE TOWARDS e ° AS SPECIFIED ARBOR ANCHOR TO } 5`1GNSY- G0�\ 6 ca�Ql 0° O e ° .:' • : 120 9 Sy 5y o01 0 \r?Q 0 . BACKFILL AS SPECIFIED TENSION LINE. 0 0 ,, 0 REMOVE ALL ARBORBRACE 5`1G ore'I Oo a\� �N ••�. ••_• NON-BIODEGRADEABLE TREE GUYING 5y�� 6 9 PRESERVE TREE AREA PRESERVE TREE AREA COVERINGS SYSTEM (305) 992-4104 ote 6 PO\ 0\� FINISH GRADE 2" BELOW TOP MAIN ROOT e cr Qo X U0O CAVATTBALL O D SUBGRADE PLASTIC FLAG SAUCER AT EDGE OF ROOTBALL SyG° 5y1 , ° �SyC 12o�y�� -\4 0o9N' Oak 2X MULCH DEPTH AS FERTILIZER TABLETS AS SPECIFIED 6 TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL SPECIFIED AND 12-18" FROM. N.T.S. TRUNK �-- -- _ 582.10' BACKFILL AS SPECIFIED 18-24" 9 3" ® ® ® REMOVE BURLAP / WIRE FROM TOP a - 1/3 OF ROOTBALL AND REMOVE ALL ---ADJUSTED GRADE EXISTING GRADE NON-BIROOTBALL ON UDEABLE NEXCAVATED SUALS BGRADE - PAVEMENT LANDSCAPE NOTES GRADES ADJACENT TO PAVEMENT DETAIL ARBOR ANCHOR° 1. Landscape contractor LC shall be responsible for all materials and work called for on the landscape tans and in the landscape notes and legend. Plants specifications are minimum acceptable sizes. Under sizing/substitution /substitution of lams and /or shortages in quantity are contract breaches. Plans shall rule if there are an quantity discrepancies between the ARBOR ANCHOR DRIVEN BELOW GRADE WITHIN p ( ) p p p p g p p g p g q y y q y p N.T.S. MULCH RING TO NECESSARY DEPTH DETERMINED legend and plans. Final quantity takeoffs are the responsibility of the LC. Notify the Landscape Architect of any discrepancies. BY SOIL (1.5 TO 2.5 FEET AS REQUIRED) 2. Refer to construction details for planting, staking, and/or guying instructions. PLANTING HOLE TO BE: 3. All trees and palms shall be placed in planting beds where possible to eliminate narrow strips of sod. ABBREVIATION LEGEND 24" WIDER FOR ROOTBALLS UNDER 3' DIA. / 48" WIDER FOR ROOTBALLS OVER 3' DIA. 4. LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. bballed & burlapped TYPICAL MULTI -TRUNK TREE (2" OR GREATER CALIPER) PLANTING / GUYING DETAIL 5. LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. bt boots N.T.S. 6. LC shall be responsible for supplying all materials, labor, and equipment for the performance of their portion of the work. bpp bibbs per pot 7. LC shall verify all existing grades, dimensions, suitable drainage, and soil for plantings specified, proposed and existing underground utilities, and field conditions and notify owner of discrepancies or problems before proceeding with work. Per FL Statutes, call Sunshine State One (811) 72 hours prior to digging to have all utilities located. c caliper 8. The LC shall be familiar with and accept the existing site conditions prior to initiation of the work. TENSION BUCKLE 9. The LC shall protect existing utilities structures surfaces and vegetation noted to be saved and be responsible for repair/replacement at no cost to the Owner. Cn canopy , Coll collected LOOP LOOSE END OF WEBBING AROUND ANCHOR 10. Protect trees to be saved. Vehicle parking, material storage, dumping of any chemicals, or soil removal/addition is not permitted within driplines. All temporary construction activities including all digging, trenching, construction lay -down areas and parking of vehicles are prohibited within the undisturbed area around existing trees to be preserved. Tunneling LEADING BRANCH OF TREE. TIE 1/2 cost container for the installation of underground utilities is allowed. An undisturbed area shall be established around every existing tree to be preserved. The undisturbed area is measured from the center of each individual tree in a group. The minimum undisturbed area is a radius of 0.75 feet per dbh (diameter at breast height, 54" ht above the soil line). Trees of 6" dbh KNOT ONTO BACKSIDE OF BUCKLE; GUY LINE or less shall have a minimum undisturbed area of 5 feet or more. The maximum radius of an undisturbed area shall be 24 feet. The minimum radius for off -site trees within 10 feet of the property line shall be 0.5 feet per dbh. No tree root greater than one fifth the diameter of a mature tree (9" dbh or greater) shall be cut for trenching, installation of walkways, ct clear trunk PULL BUCKLE TOWARDS ARBORo C cubic ards TREE TRUNK patios, footers, etc., nor shall the total root system of a mature tree be reduced more than 20 /0. Whenever possible utilities should be installed by tunneling under the root system. Y Y ANCHOR TO TENSION LINE. _- 11. Round -Up or equal shall be applied twice with the second application after a ten-day interval onto all existing vegetation not noted to be saved in areas that are to be replanted. Overspray shall not drift onto existing plant material to be saved. Mfrs recommendations shall be followed. Remaining plants and their roots shall be removed by hand prior to dia diameter 10 120° installation of plants. Resprouting weeds and plants are the responsibility of the LC through the appropriate warranty periods. exst existing g -_ ARBORBRACE 12.Invasive )ants onsite shall be removed. Reference the latest Florida Invasive Species Council FISC former) FLEPPC list at htt s://newfle c.bu woodcloud.or / Iantlist2019.cfm. f field grown TREE GUYING � p p ( )( y ) P pp g g p 0 g g 13. All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, State of Florida, unless otherwise noted. All plants not listed shall conform to a Florida No. 1 or better as to: (1) health and vigor, (2) condition of foliage, (3) root system, (4) 85 /0 free of pests or mechanical ftg full to ground SYSTEM (305) 992-4104 FINISH GRADE 2" BELOW TOP ROOT damage, (5) heavily branched and densely foliated according to the accepted normal shape of the species. LC to obtain written certification from nurseries that plant materials are Florida No. 1 or better. All plants are subject to verification of species. Trees up to 4" caliper are measured at 6" above soil line and over 4" caliper at 12" above soil line g gallon PLASTIC FLAG f • - unless otherwise noted. All specifications to be met or exceeded unless otherwise noted. Trees shall not be larger in size or caliper compared to the root ball per Grades and Standards for Nursery Plants. All root balls and containers shall be free of living weeds and their roots. All Grades and Standards for Nursery Plants shall be followed. ht height SAUCER AT EDGE OF ROOTBALL 14. Plantingsoil of Fla. eat mixed one-half with clean topsoil for the backfillin of plant its and beds shall be required only if existing soil is unsuitable for planting and/or contains construction debris which shall be removed. 9 MULCH DEPTH AS P p 9 p P q Y g P g FERTILIZER TABLETS AS SPECIFIED 15. Trees and alms shall be installed so their to main root at the trunk is visible and 2 above finished grade. If root is buried remove soil from the to of the rootball prior to installation. Rootballs shall be free of circling roots. Do not apply the 1 /2 of mulch to the to of the rootball until after inspection of each tree or palm. hvy heavy SPECIFIED AND 12-18" FROM p p g p p g pp y p p If linear feet TRUNK 16. Landscape Architect is not responsible for adverse soil or drainage conditions, determining sub -surface soil conditions, underground objects/utilities, or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. Owner or their agent is solely responsible for future maintenance of all plantings to maintain Ivs leaves BACKFILL AS SPECIFIED safe visibility within all visibility sight triangles and vehicular use and pedestrian areas within and immediately adjacent to the site. mt multi -trunk 17. Some plants in the legend or existing on site may have irritating or toxic parts that may be hazardous to the health of humans or animals. oa overall 18. Existing trees/palms onsite or in the area may be in a hazardous condition and should be inspected for hazardous conditions by a consulting certified arborist at least once a year and after every weather event. ® ® m a;i : 19. Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways extending perpendicularly from the surface edge for a minimum distance of 18" (see detail). Soil excavated during planting to be removed from the site. Do NOT raise soil levels! oc on center REMOVE BURLAP / WIRE FROM TOP g g planting g g g g y p pp p .� 20.All trees, shrubs, and roundcovers shall be fertilized with A riform 20-10-5 or SierraTabs 16-8-12 lantin tablets. One tablet/ 1 al, 2 tablets/ 3 al, 3 tablets! 5 or 7 al, 4 tablets/ 10 al and one tablet/ each 1/2" of tree trunk diameter. Palms/c cads to receive palm fertilizer. Application shall be as per the details and mfr's recommendation. sf square feet �- a N - ROOTBALLEGRAD AND REMOVE ALL 21.All planting beds (except for annuals) and trees to receive pine bark mulch. Due to environmental concerns, cypress mulch shall NOT be used. All tree rootballs (which require 4-foot-wide mulch rings in turf areas) shall be mulched to a maximum 1 'h" depth (to aid water penetration) following inspection. All other planting beds to receive a 3" depth. s d spread NON-BIODEGRADEABLE MATERIALS p p Mulch shall not touch trunks or stems or be applied within the crowns of g roundcovers/sh rubs or over their branches or foliage. Mulch is to be applied by hand and shall not be "blown in." Spec specimen ARBOR ANCHOR° ROOTBALL ON UNEXCAVATED SUBGRADE 221C to maintain all plant material in a plumb, upright, and stable condition. Stake/guy all trees/palms per planting details. 48 HOURS BEFORE YOU DIG sst single straight trunk ARBOR ANCHOR DRIVEN BELOW GRADE WITHIN 231C shall remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes, and nursery attachments from all plant material. Wire baskets shall be removed from the top third of the root ball. st single trunk MULCH RING TO NECESSARY DEPTH DETERMINED 241C shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. CALL SUNSHINE BY SOIL (1.5 TO 2.5 FEET AS REQUIRED) 25.LC shall provide a one-year warrant for trees/ alms, ninety days for shrubs, roundcovers, and vines and thirty days for sod. Warrant period shall start with final acceptance b owner. All plant material shall be alive and in satisfactory growth at the end of the warrant period. Replacement plant material stk staked in pot p Y Y p Y Y 9 Y Y Y p p Y p Y 9 Y p P p 1.800.432.4770 or 811 PLANTING HOLE TO BE: stm stems shall be warranted for ninety days (sod for thirty days) from replacement date. , 24" WIDER FOR ROOTBALLS UNDER 3' DIA. / 48" WIDER FOR ROOTBALLS OVER 3' DIA. on - site S THE LAW IN FLORIDA trl trellis 26.Warranty shall apply only to material that dies due to poor quality, improper handling, or installation practices. Generally, material transplanted on site shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the owner's responsibility during the FLORIDA LAW REQUIRES tr trunks TYPICAL TREE (2 OR GREATER CALIPER) PLANTING / GUYING DETAIL warranty period. EXCAVATORS TO NOTIFY trans transplant N.T.S. 27.DO NOT SUBSTITUTE! Contact Landscape Architect/Designer if there is difficulty obtaining specified plant materials. OWNERS OF UNDERGROUND typ typical \� D 3�' y 0,mo G �00 °� y°6 o ° W '� PRESERVE TREE AREA _ W uJ rd\1\ o Z 0°\" y 06 0 6 = Oa� v ° 6 28.Hedges shall be maintained at a 4' height. FACILITIES NO LESS THAN TWO 29.Provide 100% coverage of all landscape areas unless noted otherwise using automatic irrigation system with rain sensor and separate zones for turf. (2) DAYS PRIOR TO EXCAVATION 30.Provide irrigation sleeves to all planter areas within paver, stone, or concrete areas. Above ground piping/risers/backflow to be painted flat black. Ste p h Digitally signed by en G Stephen G Pategas PategDate: 2023.05.17 a S 12:34:10 -04'00' g.l ._ r" aka w m; " _ WJ V 1 N 30 p 30 60 1 inch = 30 ft. ^ T� C� V1 O O O � O w DESIGN DRAFT CHECK SP JB SP PROJECT #: 222-077 DATE: 12/01 /2022 SCALE: 1 30^ SHEET. S- TOTAL: LS-1 to LS-2 MIQRTJS OASIS rim h�".� �"'f"'"'^"$Y" ,� a?`N'a•+;ZPM*En. ';'. 4SB "x'�V h.. ;; .. �• :ima i•�p 1. °�an I• "R"i"m"d:i'Bd..eP �mm ", 'yt .� Page 248 of 268 %/ LEGAL DESCRIPTION: PARCEL I THE W 1/2 OF THE W 1/2 OF THE E 1/2 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 30 FEET THEREOF FOR ROAD RIGHT OF WAY, ORANGE COUNTY, FLORIDA. PARCEL If THE E 1/2 OF THE W1/2 OF THE E 1/2 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 30 FEET THEREOF FOR ROAD RIGHT OF WAY, ORANGE COUNTY, FLORIDA. SCHEDULE B- I I EXCEPTIONS: F6] 6. DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3259, PAGE 1686 (AS TO PARCEL 1). - 20.00' DRAINAGE EASEMENT AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. [7] 7. DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3259, PAGE 1687 (AS TO PARCEL 2). - 20.00' DRAINAGE EASEMENT AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. F8] 8. DISTRIBUTION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3115, PAGE 1528 (AS TO PARCEL 2). - 8' DISTRIBUTION EASEMENT AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. 866 / / / Ocoee," Florida Boundary, Topographic & Tree Survey AC AIR CONDITIONER (R) PER RECORD CCR CERTIFIED CORNER RECORD ( R/W RIGHT-OF-WAY CLF CHAIN LINK FENCE ( RGE RANGE CM CONCRETE MONUMENT ( SEC SECTION CONC CONCRETE ( TOB TOP OF BANK E EASTING ( TOS TOE OF SLOPE ESMT EASEMENT ( TWP TOWNSHIP EP EDGE OF PAVEMENT ( (TYP) TYPICAL FFE FINISHED FLOOR ELEVATION ( WPF WOOD PRIVACY FENCE FND FOUND ID IDENTIFICATION ( CM COMMUNICATIONS BOX IP IRON PIPE ( © COMMUNICATIONS RISER IPC IRON PIPE & CAP ( O FOMK FIBER OPTIC MARKER IR IRON ROD ( 0 WOOD UTILITY POLE IRC IRON ROD & CAP ( -4 GUY ANCHOR (M) AS MEASURED ( ® ELECTRIC RISER N NORTHING ( ® ELECTRIC METER NAVD88 NORTH AMERICAN VERTICAL DATUM ( ® ELECTRIC OUTLET OF 1988 ( 0 SOLAR LIGHT ON POST OHW OVERHEAD WIRES FH FIRE HYDRANT ORB OFFICIAL RECORDS BOOK ( Q WELL (P) PER PLAT ( O HB HOSE BIB PB PLAT BOOK ( - TRAFFIC SIGN PG PAGE ( ® MAILBOX PPF PLASTIC PRIVACY FENCE t- - 0 &TA•' 1. SURVEY MADE WITH BENEFIT OF COMMITMENT FOR TITLE INSURANCE BY LEADING EDGE TITLE OF CENTRAL FLORIDA LTD, ISSUING OFFICE FILE NUMBER: CF19-3546, BEARING A COMMITMENT DATE OF JANUARY 24, 2020 AT 8:00 AM. 2. HORIZONTAL ROTATION AND COORDINATES ARE RELATIVE TO FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 8312011 ADJUSTMENT AS ESTABLISHED USING FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA PERMANENT REFERENCE NETWORK (FPRN) AND VERIFIED AGAINST CERTIFIED CORNER RECORD NUMBERS 66249 AND 68594. 3. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THAT BEARING BEING N 89'40'56" E, AND IS RELATIVE TO GRID NORTH. 4. ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY BENCHMARK S-766029, ELEVATION=129.005' RELATIVE TO NAVD 88 DATUM. 5. ACCORDING TO FIRM PANEL NUMBER 12095 C 0210 H, DATED SEPTEMBER 24, 2021 THE SUBJECT PROPERTY LIES IN ZONE "X". 6. SUBJECT PROPERTY CONTAINS 432,937 SQUARE FEET OR 9.94 ACRES t. 7. NO UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER BURIED FEATURES HAVE BEEN LOCATED BY THIS SURVEY, UNLESS OTHERWISE SHOWN. 8. THE SUBJECT PROPERTY HAS ACCESS TO A D MIMS ROAD, A DEDICATED PUBLIC RIGHT OF WAY. 9. ONLY TREES 6" DIAMETER AT BREAST HEIGHT (DBH) OR LARGER WERE LOCATED BY THIS SURVEY. 10. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA SURVEYOR AND MAPPER. SURVEY PREPARED FOR: JEBAILEY & CO. CITY OF OCOEE SHUFFIELD, LOWMAN & WILSON P.A. SURVEY CERTIFICATION: I HEREBY CERTIFY THAT THE INFORMATION PROVIDED HEREIN IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, THAT THE INFORMATION WAS GATHERED AND PREPARED UNDER MY DIRECT SUPERVISION, AND THAT ALL INFORMATION CONFIRMS TO THE STANDARDS OF PRACTICE AS SET FORTH IN RULE 5J-17, ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472 AS APPLICABLE. THIS SURVEY HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY COREY A. HOPKINS, LS 6743 ON THE DATE/TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SEAL: c,� P. Hop"', Digitally signed sE N�;'� = by Corey A X Na.6743 W Corey A Hopkins 0. Date: STATE OF � Hopkins ��' 2023.04.19 "°FLORIDA 0 f, Bsf w 1, °°` 12:00:10-04'00' co 0 y 25 ct 112 "" N O � 0 � � U a � co Q U N N M N O � NO � U_ i Q Co L Cll O Q O (n � Cll Cll CCU I- co O m � J o CO Cs) Q) CV) co m a" wj U- M m O�Cl) N V.M. �-r� CL� �C/) W 0 C Drawn by. CAH Checked by: CAH Project: 8667 AD MIMS RD Field Date: 07/27/22 Scale: N/A Sheet 1 of i 3 Page 249 of 268 %/ WEST 1/4 CORNER SEC 10-TWP 22S-RGE 28E FND 47W CM WITH 2 1/2" BRASS DISK ORANGE CO. ENG. DEPT. CONTROL' CCR ,f68594 N 1546969.46, E 492752.16 1 y I i O L N f O) 1 w FND i" IP NO M , , - 0 0.691N � Z N i W �? = N ►- GRAPHIC SCALE o 1 PRAIRIE LAKE BOULEVARD 50 0 25 50 100 200 I I I I I ( Z o 60' WIDE PUBLIC RIGHT OF WAY 00 . 1c> Z I cwn (PB 13 PG 84-86) S�BOq FOMK OlycF`so. �0 cOgS,T ( IN FEET ) w ,Pc'9Fl/r(,F, 1 inch = 50 ft. Sk P 0' /Y21OF 4 co "7 N N' r I �4Tj0 00� ^ / - 35.1. - I I FOREST OAKS UNIT 1 �" �Nc 8 NOT PLATTED '� PB 13 PG 84-86 "o N -0 it4.99 !jB¢ w J (TOP TRACKS)115.14 '4g T x)o 1x LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 OD aO' ern \ 00 � ' co J,39 g \ �OS' r��ik NN^^ 4' WPF 1 STORY " 6' WPF (TYP) ryry �A r '?e FND 1B 7788"IRc BUILDING M cLF 1.t W N 00'16'10 E 1255.95 (P) FND 5 8 IR . N NO ID, 0.14's cV 6' WPF FWD 4X4" CM / " CLF ONLINE N PPF 3.5'W �� FFE=128.43' � N 00'09'33� E 1255.8T (M) cLF 2.e'w NO fD cLF 2s'w PPF 4.o'w �j PPF 0.5 W I< WPF 2.5'W 0.22'E PPF 3.5'W T s >> D 006' PPF CLF 0.3'E CLF 0. VW CLF 0.9'W 6' WPF 6 VPF WPF 3.2'W PPF 5.2 W CLF 4.8'W 6 CLF CLF 4.2'W '¢? TOBOS \ \ ~ ?S R0g0 T N N [ i� PPF 1.2 W WPF 1.8'W WPF 2.3'W f - - - -5 a ti 6 6' WPF e 6' PPF � CLF 1.0'E 2 WPF 3.3'W CLF 4.3'W CLF 'Q9C 4 _ - _ 6' WPF tick. y' 2 - ti ° 81�� �s 3.1'w ' k ry ry M ,o N o 6 1ti 0 I ulik,?)9 I I 817 83 � � �, uti� .. ,. � � Cv o n n' v ao 8' > 1� try ? I 1 _ L 1 w 0u / BLOCK 1 ? 12 6 2S 2S ?g q6 \ J �2 _ t16.3 T3.4 °s HB HB \ � x •9 yA •s •¢- 125--�'t�., � cLF 2.5'w \ 6' CLF r �2s 6' CLF � 12ti 2� \t2t.7x \ \ EDGE OF WATER x> > � rrs x �, � ¢ ,;'•?o •2 ^ ^'^ N ^ - CH-- EN Wa-I- x1?' \ / \ WPF 3.0'W r2g 23 ` x, Q x > MONUMENTED WEST LINE OF THE EAST 1 2 x '> ' g i t3.7 6• \0 C `.� 3� , a CLF o.s'N 6 CLF \ s N Q - \ > >? /o (07/15/22) / o �k I x r� ,, •a 128 - _ - �yao COOP \ / \ x c' 7 x p,` lS 3 8, ONLINE E/W� ) WATER SOFTENER SYSTEM x 126.2E 23.4' > >? \ •s OF THE SE 1 4 OF THE NW 1 4 OF >> n, > ' '' g / / \ 8 > 7h s 114.69 co c >• HB ^ o �t x 126.65 a, ro x ? \ .> > S /.� J o = > ?B I`r \ / \ g '? x x 9 �"> FND 4"X4" C !� (TOP TRACKS) - J ' AC `� \ N �{ o METAL SHED 126 - g M o ^' 7?8 " _ ` N^ 126.68 `g126.32 `22.4' N FFE=126.29 " \ 3 \ TOP \ V� x 2; ?2 \ \ \ o �'6s // I' \ NO ID \ /Q C '3 z T a. coNc °1 \\ , \ SEC 10-TWP 22S-RGE 28E / R 114•so W N N .r \ HB •�. ? s 9 B 16.86 t28.56 �^ 12 - ' / ' \ / . - - \ 8 \ x ' '� 1 ! / ''h 6' CLF b 'i '2 '?8 '2ss + x -X 4 \ 815.41' \ , j x(>\\� M "� 3 x>>9 1 \ t\ h ��'/ l�B) \ 115.3x \ ?�s ?ems r o 24.23' - n B rn 12 \ 840.17' , \ v - - r e7 g) \ 1� 1 N ^ N 1 s s %1IL[f 28.17 25 t.76 24 / \ to ° 1 �a 9 x 7K, x x x x - N NI I _ - x� x \ -- - \ Q N M o o.� HB ?�6 �?�9 i ' '?8o 86x / 128.60 "• ^ 35.01' r �� `r 24.51' � F7.2x o 18.1' �s x 125.8 2S3i '??A \ / = 'i = _ = - \ 33 'ram x� / i� o �� N N PARCEL I / 12 129. o . o ^ 50.0 ' 1ti� \ 1 xr� s l� - - - \ x , ) x, cLF 1s.a'sCM �C/ THEW 1/2 OF THEW 1/2 OF THE 12ssx M o --I^ x 126.67 1 ao METAL SHED N \ \ g� ( sx ) / _ 1) �2� 2'9 \ / \ 11 ' �' ��/ �� TOS rr �s� \ , FND 4"X4" °' "'Cd 00 J / t29s,'1�cONC 8.3x I 128.57 CONC �� N HB \FFE=126.39' ( ` ( //�% %%'a`�� ss fi 11 ' x'?o TOB HOLE' TO Q ,, ►. ID,0.52LEANING I .� E 1/2 OF THE SE 1/4 OF THE NW 12sax 2 STORY I r 32 12s.7s x '�� 125 / ' ��r' 6.s 6° / 1 \ s - \ \ �? \ sgx 2.38w o.52's �' w z � \ OJ EDGE OF WATER 1 DIRT PILE 1 4 OF SEC 10-TWP 22S-RGE 28E e� r? 8.4'� -' ^ ^•ti >,? o ,? I I ( 12s - N \ x o ^ 1--i1 i . s GQ ^ � /,j� � POND / / \ \ � ^SET/ 1L' s�3 BUILDING N .� oQ �I •C' \ s t27 268� 1tiy' x� pl Sg ��/ 1ts.s � '� x� 07 12 22 x 11a° x�,� ^ rr \\x>> o _ 1B 931 IRC NOT PLATTED 00 00 00 2 , ^ -s °- 0° '* ,ti �°-'� � � ? ( / / ) y\�\, N o cp �2 '? #8667_ I uy 12B \ \., o \ \ I I'�'\ ,v�\ 6'Jl "LB 7931" 06 ao cp BS) 6) 19.27' rn o (i N 128.63 g 7 x \� L Q x \ I / ?� , 6' CLF x � f _s-- � - - -_ -_ �- � ?,� � x, a > x, � -� x, � ad CO Y'cv x 1 . I28 TI O, . R FFE=129.08' I N I x x' 8 21g2 � 7 \ I I �9 1 ` \ p \ ' ( Nib. '2S �\ = _' - 2�6 ;9t7, ^?� CLF ONLINE '2j9 �2)) 12a x�28 - ?8 3 >il �1 N ' 34.34' 9.3' 30.4- Jrt,?28� n io27.26 or, �2 O> 125.3 x I / � / J30.8 x ,��1� , x12 gx � _ - - _ � _ _ _-� � � / I ?a _ SITE BENCHMARK cc;N ' ° y1 e 20.07'� Ix :� \ x 948.52' y, - �A ?g 1?� ?� / SET 1/2 IRC, LB 7931 TRAV , ,g ,09• r'2e ss I WOOD g2 , ,,// 12 . ° 8 9 / \ �2, >> �8 �g \ rn - 299.30 ss coNc n ?s, rzs ,) �1 \ �o "�N , x x, W LINE OF THE E 1 2 OF THE ° l 9s \ 2x \ x i �,�I I- v"' ELEVATION=114.98' (NAVD88) �, � \O � � -- � „� J'1�2 �? GATE � ? / HB BLOCK WALL '?g 2ND STORY a ,POLES > 2 2 6,K yo x,?s 125 S, Rs i 2O x, 20.00' DRAINAGE ESMT Q �j / \ - tom) Ss 12$ , ?�s9 /� s 1 x �---_ 12 ' r-� W 1/2 OF THE 1/2 OF SE 2° _ o OVERHANG ?) I �9 129 ^ GATE1 124 / \ 9?° 6 ORB 3259 PG 1686 _ rz M _ r_ ° v v GATE �._ WELL &TANK 1ry$y1 2�b ati 12a? 19>. .�28 8L `�8, x1L� k 39 Y,- \ - t2s _ - _ _ x 1/4 OF THE NW 1/4 OF x \o \ x Se Q M , , > x z 1Z s , Y y f / SEC 10-TWP 22S-RGE 28E \ <n i p;au / 6 CLF , ?a ?aMHo ---�q� M o �2 i ?�3 s I J, o Co IN 34t O =� -x 1 8, O - 127 127 6 CLF i 123 x \ 9 B I- z( t O MHO 26 " xf 2 ? 21 �j - 1�-,- - I x \ 7? x, x x, x O� 1 ' MHO �339� - d9x Q ' GRAVEL DRIVE �i sx�2j ?� 2� rx� 12s x� x� ti6 's - 2Oe 20� Ln m w N 7 x / 128.6 S ? s O O 2S Q-- x x 2 2T \ 1 L x \ 1 89 > FND 1" IP °*r'N1:i '06 0�d aid tiD € 2 B ti0 �2B? '?g i GATE $ _, ��t�2� �2j CDNC \ xl x NO ID, 0.16'S �jN N cv � �129t2E.7 '?B�1ti8 1ti B Sy 2gJs s 2�� a �Hg PARCEL I 2'g ��� TtI_'��\ '� °� x? -'� � 1%As � \ '-"j"� LPB 4 PG WOOD CONC DRIVE �4-1 ° leg ,?8R 0)8 x� -fir ' _ 1 �$ s 12a. ? 3s-- �- / \ TIII yN'N o .M �'� , GRAVEL DRIVE x/2 ^ ^ CONC o'�H ti� o ) PARCEL II _� 12x 22 x� -- \ \ \ �, I " ° i " ^CN 1v. a 28.g ^ ?86, 26g 8? p Q , '2� �F / \ x \ \ \ ' ^ I a 00 ' 7 - - - CONC $h ?� .gx x� x x� x �6x \ \ '?>> \ x'2o x SWALE / s I x v N -- v x x sx ' x 2> > / x� ?g >?3 \ 12 ' yx x� ? \ � i ( SITE BENCHMARK P001M N "' ?8 ?8 128 x x > > � , / 0 2 x 2 1 'U " " n K co, n'91od ✓ j By g4^ Q x'?1 '2�9 1TB5 N ?8o ?8T / N ?�l / �ZS \ �B ?g0 g \ 1Z�' xl?? 226 \ \ >c \ 8 r- SET 1/2 IRC, LB 7931 TRAV (N C. N N NI N / s y SITE BENCHMARK 3 \ \ \ \ ELEVATION=128.46' NAVD88 ^ ^j 128.5s '2837 ASPHALT DRIVE / $y2 1 a°" ?`�s0 SET PK NAIL IN / / \ 8.00' DISTRIBUTION ESMT >� (NAVD88) (^ ^ N �^ / 4 �� � WOOD UTILITY POLE SUBJECT PARCEL ® ORB 3115 PG 1528 Q GATE \ x,?�g \ s \ 9� ^ ,� _ t28.ss / 6 CLF '?e. bs izI ELEVATION=129.66' / PARCEL I10-22-28-0000-00-004 \ \ \ x,�2 x,) \ \ \ I °p '1 00 N 2$;54 GATE V y - g yo Nl (NAVD88) CONTAINS 9.94 ACRES / 1 2$ 29 x ' - -tea x� x i 1tia x� x�2j?�gx _�_. 127 - '2sy x� \ x� x�?sg \ x \ xv?3 20.00 DRAINAGE ESMT ,?)e ?�B?8p \ `�B> >2B� '?B2 1�ahp kg ?6S ' 6 \ ?gb ` 2q9 72gg \ 9 \� N N c6 N N ,0'a•°� \ \ I ORB 3259 PG 1687 \ I ^ ^ ^ ^ ^ 12a PARCEL ii CONC WALK �`� \ \ \ \ 6 CLF x / \ 6' CLF ^ N -O THE E 1/2 OF THE W 1/2 OF THE e �28 \ , \ \ x �_ ° 1 \ 1ti ' g0 2 \ �? x 9 CLF 18.3'S m a �J C . / \ E 1/2 OF THE SE 1/4 OF THE NW \ \ x \ ?s ` x; x MONUMENTED N LINE OF THE ';N �4J i a \ _ / z \ 1/4 OF SEC 10-TWP 22S-RGE 28E _ '2s ; SE 1/4 OF THE NW 1/4 OF x ri Z _' \?six \ \ �2g \ , I ?'s �2 x�o� x\ II SEC 10-TWP 22S-RGE 28E 10.3' �28Jx xl?e °x x \ \ x \ , \ Sx \ ?,� 2X UNKNOWN O ?S, $r- x,?g _ 980.54' x x' v ? y o / ? I I STANDPIPES N 1 a N o / s\ ?sue 2 METAL SHED > \ \ MONUMENTED E LINE OF THE W 1/2 OF THE ' ?2s x,\ 18 1ti21 x�\ I I i o f- J \ FFE=129.84 0 '� E 1/2 OF SE 1/4 OF THE NW 1/4 OF r2 _ CLF 5.5'W 6' CLF 2'\ x1 x 1 st '4 n C4 c, ' 12s - r 6' CLF ti0 '2� CLF 5.4'W rn - �GATE'k QWPF 4.9 W a CLF 4.2 W NOT PLATTED N °° L3 9.26' - 1ti� e 2& �8'_ _ �ti�/titi��1k,2° 125.3o c ,25�, z ��y coL2 �6 ryo FH N i 1 30 Q 1 •o �2s 2s 1 -28 9.1Y.,,/ - _ z o v SEC 10 TWP 22S RGE 28E 0 20 t�r-si FND 4�c4" CM C \ co N CLF 0.2'N 2 > S 1ti 1 w CLF 3.6'W _ '?O NO ID o . m N CLF 1.5'W CLF 2.3'W CLF 2.3'W CLF 2.6 W FND 1' IPC CLF 4.0'W ' CLF 6.4'W CLF 0.2'W I g ° 00 0 { 0.5'W 6 WPF WPF ONLINE FND 1' iPC 6 WPF I 3.29'W, 0.02'N 0o6 ^ _ 1 M S 00" 1224* IN w 1302.10' (M) 0.13'E ILLEGIBLE WPF 5.9'W / ' rye 7931' w N N FND 4X4' CM 6' WPF TYP ' WPF 2.1'W WPF 1.9'W WPF 1.4 W "HTCA F-2864" 0 0.IBLE I I (; x ?�� SET 1/2' IRC Q NO ID, 0.29S ( ) I S 00'19'14" W 1302.39' (P) r Q � 'ID i , x LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 TRACT "A" ¢ M� 00 �' 'i -/00 aq 24.5'� v Y 1 N 06 vm= rn rn N 1-- 1 C N N 00 N ORANGE COUNTY BENCHMARK ^ S-766029 FND 2 1/2" BRASS DISK ELEVA7I0N=129.005' (NAVD88) In FND 4X4' CM M CV NO ID, 0.11'N , M = OHWI I FOMK I I I I / M_ / tp i$a Q1�C o- cc N 10::0 0 1 W a Lu Q I, LO I00 �- Z co I I/ FND RAILROAD SPIKE-'--�� IN BOX CUT, 0.25S I CENTER OF I SEC 10-TWP 22S-RGE 28E I^ I g to Q SOUTH LINE OF THE NE 1/4 OF N SEC 10-TWP 22S-RGE 28E i EAST 1/4 CORNER 1 SEC 10-TWP 22S-RGE 28E I FND 2' IP (BENT), NO ID CCR J66249 N 1546998.80, E 498041.98 CARRIAGE OAK COURT 50' WIDE PUBLIC RIGHT OF WAY (PB 18 PG 40) SURVEY CERTIFICATION: I HEREBY CERTIFY THAT THE INFORMATION PROVIDED HEREIN IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, THAT THE INFORMATION WAS GATHERED AND PREPARED UNDER MY DIRECT SUPERVISION, AND THAT ALL INFORMATION CONFIRMS TO THE STANDARDS OF PRACTICE AS SET FORTH IN RULE 5J-17, ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472 AS APPLICABLE. THIS SURVEY HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY COREY A. HOPKINS, LS 6743 ON THE DATE/TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUIRE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. CARRIAGE OAKS PB 18 PG 40 SEAL: `4,�11111tlP! a f�� N. Hp '!s QQSE 0 No. 6743 ' STATE OFF ' �cP `• FLORIDA 0 ..........• f,r,11111%\\\ Digitally signed Corev Aby Corey A Hopkins HopkinS 4.19 Date: 2023.0 12:01:24 -04t00t LOLO ww II A M 00 co FND 4X4' CM NO ID CURVE TABLE CURVE RADIUS DELTA LENGTH BEARING CHORD C1 2322.00'(P) 1'17'13"(M) 52.15'(M) N 27-07'12" E(M) 52.15'(M) waffili144 LINE BEARING DISTANCE L I M) N 00'09'33" E 46.29' L 1(P) N 00.16' 10" E 46.29' L2(M) N 89'41'41" E 23.64' L3(M) S 00-12'24" W 30.00' L4(M) N 00'09'33" E 30.00' co N 0 .y U c O � C/) U a � co Q U � O N O M o N "U Q Q C L ^` 0 Q 0 Cu oes M0 W � J 0 �c)6 Icy)m�� 0) 0 L-M O f^ Q G n co a- 0 uJ + Drawn by. CAH Checked by: CAH Project: 8667 AD MIMS RD Field Date: 07/27/22 Scale: 111= 501 Sheet 2 of 3 /f Page 250 of 268 %/ I � I , I I I I I I I I I I I n SURVEY CERTIFICATION: I HEREBY CERTIFY THAT THE INFORMATION PROVIDED HEREIN IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, THAT THE INFORMATION WAS GATHERED AND PREPARED UNDER MY DIRECT SUPERVISION, AND THAT ALL INFORMATION CONFIRMS TO THE STANDARDS OF PRACTICE AS SET FORTH IN RULE 5J-17, ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472 AS APPLICABLE. THIS SURVEY HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY COREY A. HOPKINS, LS 6743 ON THE DATE/TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUIRE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 10367 10377 10385 10384 10386 10548 itn'a' 10365 10366 0 `u s 10389 16emk 10364 x 103 � 10391 x 10368 10378 10383 10390 x as 10363 10392 10362 10380 10375 10382 10394 Ak 10553 10400 10393 10552 10371 10395 10551 10370 10369e. 1038110401 10396 10550 10359 10361 10372 10397 10373 10398 10358 10374 10402 10399 M 10355 10356 10357 10279 Sx 10275 0x 10274 ex 10276 10277 10621 10244 10245 10236 10240 x 10229 10228 10231 10243 10235 19 10227 10232 10233 10242 10238 x� pis 1022610230 `ice 10234 10241 10239 10237 102 �u%a' 10223 10216 �n zns 10220 $ 10222 10213 10225 10224 1021110212 10215 10217 10218 10221 10208 10214 10219 10209 10205 10199 10210 10200 ee10198 �10180 10207 1 10181 0197 mmmumw.o0182 - 1018- 4 10192 10194 iC10201 10193 10110191t010183 10189 �\�10202 206J 10204 10190 TREE TABLES: Tree # Type Size 10180 Oak 15" 10181 Oak 15" 10182 Oak 20" 10183 Oak 13" 10184 Oak 18" 10188 Oak 16" 10189 Oak 18" 10190 Oak 6" 10191 Oak 12" 10192 Oak 12" 10193 Oak 13" 10194 Oak 21" 10197 Oak 32" 10198 Oak 12"X11 "X9" 10199 Oak 6" 10200 Oak 9" 10201 Oak 9" 10202 Oak 9" 10203 Oak 8" 10204 Oak 10" 10205 Oak 10" 10206 Oak 11" 10207 Oak 12" 10208 Oak 12" 10209 Oak 16" 10210 Oak 15" 10211 Oak 15" 10212 Oak 8" 10213 Oak 10" 10214 Oak 7" 10215 Oak 6" 10216 Oak 9" 10217 Oak 11" 10218 Oak 6" 10219 Oak 8" 10220 Oak 8" 10221 Oak 15" 10222 Oak 15" 10223 Oak 1011X7" 10224 Oak 18" 10225 Oak 13" 10226 Oak 9" 10227 Oak 8" 10228 Oak 10" 10229 Oak 8" 10230 Oak 7" 10231 Oak 9" 10232 Oak 8" 10233 Oak 10" 10234 Oak 7" 10235 Oak 7" 10236 Oak 9" 10237 Oak 11" 10238 Oak 8" 10239 Oak 12" 10240 Oak 10" 10241 Oak 11" 10242 Oak 11" 10243 Oak 15" 10244 Oak 11" mvt41 SEAL: 4 `448111AJJ's �� P, .Hap �O ��ySE NU ��/fi� 0 " No.6743 w a STATE OFFLORIDA °i 114 SUR pE� "11111100 CoreyA Digitally signed by Corey A H o p ki n Hopkins Date: S 2023.04.19 12:02:07-04'00' .. 10674 10768 -p 10675 10767 1076 0.10673 10770 10868 x 10965 S 10869 10870 10867 10772 �10871 10782 .x10781 10915 10916 10966 10917 10921 0912 13 10920 T091941 10919 10918 10910 10879 10911 10597 x w 10880 10611 10803 10801 00802 10881 10882 10909 11100 10610 70800 10883 10908 0.11101 10798 10600 10797 10799 10907 � 10609 `uJ 10599 10598 10796 10884 � 10906�en'a' 10601 10794 10795 �en's' 10608 x x 10602 10793 10792 � 10905 �en's' 10902 10603 �Im107911eA10790 10904 �x �x 10903 10620 10607 :4 10604 10606 10605 10787 10788 as 10885 10887 10901 10886 108�9C�0 10892 10895 10613 10619 10614 10789 Laa eA 10888 fen 5 10891 10618 10612 10889 10893 10894 10617 10 0615 616 "// hi�m �- GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 11131 10983 11132 11343 11329 11130 11328 x 11433 11524 �11518 11612 10945 70984 11127 11133 � 'a) ''ur 11334'u s ! ; 1161 10978 11137 11344 11341 11340 17330 11525 4%11514 1151 11513 11336 11325 x 11331 15 6 `x 1151 11122 11135 11324 11332 11526 11443 11519 11A4'� 11613 11128 11136 11346� x 11322 11508 10986 11129 11134 11444 11142 11348 `tn,c' 11351 11320 11313 11445 €�"k 1150411507 505 11319 11318 11527 11540 �w�c 4.Ts 11538 11143 71139 11350 x 11353 11316 11539 11141 11140 113676 11355 na 11352 11453 11528 %1A1537 11502 11317 11451 1531 11370 x x 11354 11314 11536 - 11144 11289 v 11309 113129 11530 11146 11369 11532 11533 11535 11599 � 11368 11358 11290 A�3101'307 11 11145 11356 11357 11291x11497 11361 at 11357 ` n 11306 11490 11492 11496 111112 717498 11363 11360 11288 11296 11491 11115 11150 11362 7 3 1292 `vis' 11304@' 11459 11489 11493 11155 1 153 11193 11114 11207 11110 11156 ll 11199 11197 11298 11301 11194 11287 11303 11458 11488 11105 11111 11157 11154 11204 11200 11285 11299 11483 11195 1130011279 11302 11487 17482 11103 t1 11159 N58 11203" 11198 11235 `ua' 11206 11230�''14142029 11284`ins' 111281 114861j485 11481 11278 11087 11109 1116011277 1158 11166 11282 11275 11457 11480 11477 11474 11090r11107 1122711234 71091 11086 11085 111167 11208 11241 11269 1127 1t478 11476 1t473 1588 $ 11093 11161 1165 `gas' 11225 9 11269 11479 11094 1s 11170 11210 11 tt215 11226 t1270 11088 11163 :e to � tt 19236 1240 11274 11265 11164 `uts' 11182 11238`�s 11264 71472 11083 11092 11467 � 11213 11084 11212 11242 1272 1126817267 � 11471 11181 ac 11223 11243 11260 11583 11099 11089 11095 1082 11184 11�183 71778 14 11218 111244 11259 11466 11582 `has' `�R.r' `w' 11179 11219 11245 11257 11080 11180 11220 11246 1/266 *11256 11465 11581 S11222 11267- 11254 11185 11097 11081 11177 71797 11263 �^z, 11098 `iJ 11079 11078 11186 yeas' S11221 11258 11248 11255 11413 11576� 11190 Sx 11252 11410 11414 `Zns' 11096 11072 11187 11188 11073 x 11189 x 11224 11253 11077 11412 11415 W 71 11060 11075 x 11076 11046 11048 11074 x 11409 11071 11068 11047 11059 11069 11067 11407 eA 11070 11065 `uLr' 10899 11051 11052 11053 11051 11066 11063 11045 11061 11405 11062 11064 11401 - 11404 11402 10898 11049 1105%0 11057 11037 11054 11056 11399 055 1140011558 11559 Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size Tree # Type Size 10245 Oak 13" 10601 Oak 16" 10884 Oak 24" 11061 Sycamore 12" ( 11133 Ear 7" 11212 Oak 7" 11284 Oak 6" 11367 Palm 8" 11514 Unknown 12"X7"X4" 10274 Oak 20" 10602 Oak 12" 10885 Oak 18" 11062 Sycamore 6" 11134 Ear 6" 11213 Oak 9" 11285 Oak 9" 11368 Oak 10" 11515 Camphor loll 10275 Oak 21" 10603 Oak 15" 10886 Oak 19" 11063 Oak 6"X6"X6"X5" 11135 Ear 15" 11214 Pine 10" 11287 Oak 14" 11369 Oak 7" 11516 Pine 19"X16" 10276 Oak 21" 10604 Oak 13" 10887 Oak 30" 11064 Oak 9" 11136 Ear 18" 11215 Oak 10" 11288 Oak 10" 11370 Oak 13" 11518 Unknown 10" 10277 Oak 12" 10605 Oak 18" 10888 Sycamore 11" 11065 Oak 6" ( 11137 Ear 8" 11218 Oak 13" 11289 Oak 11" 11399 Oak 6" 11519 Unknown 7" 10279 Oak 24" 10606 Oak 18" 10889 Sycamore 7" 11066 Oak 7" 11139 Ear 19" 11219 Oak 6" 11290 Oak 9" 11400 Oak 9" 11524 Palm 15" 10355 Oak 11" 10607 Oak 25"X10" 10890 Oak 28" 11067 Oak 7" ( 11140 Ear 7" 11220 Oak 7" 11291 Oak 6" 11401 Palm 7" 11525 Pine 12" 10356 Oak 15" 10608 Oak 21"X18" 10891 Sycamore 9" 11068 Oak 6" 11141 Ear 18" 11221 Oak 8" 11292 Pine 9" 11402 Palm 7" 11526 Pine 24" 10357 Oak 17" 10609 Oak 18"X13"X6" 10892 Sycamore 6" 11069 Oak 6" 11142 Ear 15" 11222 Oak 7" 11296 Oak 8" 11404 Palm 8" 11527 Oak 6" 10358 Oak 17" 10610 Oak 40" 10893 Sycamore 10" 11070 Oak 10" 11143 Ear 21" 11223 Oak 7" 11297 Oak 6" 11405 Pine 12" 11528 Pine 21" 10359 Cedar 7" 10611 Oak 21" 10894 Sycamore 11" 11071 Sycamore 7" 11144 Ear 19" 11224 Oak 6" 11298 Palm 8" 11407 Pine 8" 11529 Oak 6" 10361 Cedar 10" 10612 Oak 20" 10895 Sycamore 6" 11072 Sycamore 8" ( 11145 Oak 6" 11225 Oak 11" 11299 Palm 8" 11409 Pine 9" 11530 Pine 12" 10362 Cedar 7" 10613 Oak 10" 10898 Sycamore 12" 11073 Oak 6" 11146 Oak 7" 11226 Oak 10" 11300 Palm 8" 11410 Pine 22" 11531 Pine 18" 10363 Oak 8" 10614 Oak 15" 10899 Sycamore 8" 11074 Oak 20" 11148 Oak 8" 11227 Oak 8" 11301 Palm 8" 11412 Pine 7" 11532 Pine 10" 10364 Oak 9" 10615 Oak 13" 10901 Oak 25" 11075 Sycamore 6" 11149 Oak 10" 11228 Palm 6" 11302 Palm 8"X8" 11413 Pine 9" 11533 Pine 11" 10365 Cedar 7" 10616 Oak 6" 10902 Oak 20" 11076 Oak 6" ( 11150 Oak 9" 11229 Palm 6" 11303 Palm 8" 11414 Pine 11" 11535 Pine 15" 10366 Oak 10" 10617 Oak 21" 10903 Oak 18" 11077 Oak 6" 11153 Oak 9" 11230 Palm 8" 11304 Oak 6" 11415 Pine 7" 11536 Pine 12" 10367 Cedar 10" 10618 Oak 21" 10904 Oak 8" 11078 Sycamore 6" 11154 Oak 8" 11231 Palm 6" 11306 Oak 8" 11433 Oak 6" 11537 Pine 7" 10368 Oak 7" 10619 Oak 21" 10905 Oak 16" 11079 Oak 15" 11155 Oak 6" 11234 Palm 10" 11307 Oak 6" 11443 Oak 8" 11538 Pine 11 " 10369 Cedar 6" 10620 Oak 36" 10906 Oak 16" 11080 Oak 36" ( 11156 Oak 9" 11235 Oak 9" 11308 Oak 6" 11444 Oak 9" 11539 Pine 13" 10370 Cedar 7" 10621 Oak 14" 10907 Oak 14" 11081 Sycamore 6" 11157 Oak 7" 11236 Oak 10" 11309 Oak 9" 11445 Oak 13" 11540 Pine 7" 10371 Cedar 6" 10622 Sycamore 17" 10908 Oak 21" 11082 Sycamore 12" ( 11158 Oak 7" 11238 Oak 11" 11312 Oak 7" 11451 Oak 13" 11558 Oak 9" 10372 Cedar 8" 10673 Rain 6" 10909 Oak 14" 11083 Sycamore 7" 11159 Oak 8" 11239 Palm 6" 11313 Unknown 10" 11453 Oak 7" 11559 Oak 12" 10373 Cedar 7" 10674 Magnolia 6" 10910 Sycamore 6" 11084 Sycamore 7" 11160 Oak 6" 11240 Oak 7" 11314 Oak 6" 11457 Oak 12" 11576 Oak 6" 10374 Cedar 6" 10675 Magnolia 6" 10911 Sycamore 6" 11085 Oak 15" 11161 Oak 8" 11241 Pine 11" 11316 Oak 6" 11458 Oak 6" 11581 Oak 8" 10375 Cedar 7" 10767 Magnolia 6" 10912 Sycamore 17" 11086 Oak 7" 11163 Oak 8" 11242 Oak 12" 11317 Oak 7" 11459 Oak 10" 11582 Pine 11" 10376 Cedar 7" 10768 Magnolia 7" 10913 Sycamore 8" 11087 Oak 7" ( 11164 Oak 6" 11243 Oak 13" 11318 Oak 8" 11465 Pine 11" 11583 Oak 7" 10377 Cedar 8" 10769 Oak 8"X6"X4" 10914 Sycamore 9" 11088 Oak 6" 11165 Oak 6"X6" 11244 Oak 11" 11319 Oak 7" 11466 Oak 6" 11588 Oak 7" 10378 Cedar 7" 10770 Oak 20" 10915 Sycamore 10" 11089 Oak 6" 11166 Oak 10" 11245 Oak 10" 11320 Oak 91, 11467 Oak 10 1, 11589 Oak 6" 10380 Oak 10" 10772 Oak 30" 10916 Sycamore 10" 11090 Oak 12" 11167 Oak 6" 11246 Oak 6" 11322 Oak 9"X4" 11470 Pine 16" 11599 Oak 10" 10381 Oak 6" 10781 Palm 15" 10917 Sycamore 7" 11091 Oak 6" ( 11170 Oak 13" 11248 Oak 15" 11324 Oak 8" 11471 Pine 8" 11611 Palm 15" 10382 Cedar 7" 10782 Palm 13" 10918 Sycamore 8" 11092 Oak 10" 11177 Oak 10" 11252 Oak 12" 11325 Oak 6" 11472 Oak 15" 11612 Palm 6" 10383 Oak 14" 10787 Sycamore 8" 10919 Sycamore 9" 11093 Oak 8" 11178 Oak 14" 11253 Palm 10" 11328 Oak 8" 11473 Pine 8" 11613 Oak 6" 10384 Cedar 6" 10788 Sycamore 9" 10920 Sycamore 19" 11094 Oak 12" 11179 Oak 10" 11254 Oak 7" 11329 Oak 6" 11474 Oak 15"X12"X9"X6" 11614 Oak 6" 10385 Cedar 8" 10789 Sycamore 17" 10921 Sycamore 13" 11095 Oak 18" ( 11180 Oak 10" 11255 Oak 11" 11330 Oak 6" 11476 Oak 6" 10386 Oak 28" 10790 Sycamore 9" 10928 Ear 7" 11096 Oak 24" 11181 Oak 11" 11256 Palm 7" 11331 Oak 6" 11477 Oak 8" 10388 Cedar 8" 10791 Sycamore 9" 10945 Oak 6" 11097 Oak 21" ( 11182 Oak 12" 11257 Oak 6" 11332 Oak 6" 11478 Oak 6" 10389 Cedar 15" 10792 Sycamore 10" 10965 Oak 17" 11098 Oak 11" 11183 Oak 19" 11258 Palm 7" 11334 Oak 9"X5" 11479 Oak 6" 10390 Cedar 7" 10793 Sycamore 8" 10966 Ear 6" 11099 Oak 15" 11184 Oak 8" 11259 Oak 7" 11336 Oak 7" 11480 Oak loll 10391 Cedar 17" 10794 Sycamore 10" 10978 Ear 12" 11100 Oak 36" 11185 Oak 14" 11260 Oak 6" 11340 Oak 14"X13"X11" 11481 Oak 12" 10392 Cedar 101,10795 Sycamore T 10983 Oak 12" 11101 Oak 15" 11186 Pine 6" 11261 Oak 7" 11341 Oak 14"X13" 11482 Oak 18" 10393 Cedar 7" 10796 Sycamore 9" 10984 Oak 10" 11103 Oak 15"X15" ( 11187 Pine 7" 11263 Oak 8" 11343 Oak 8" 11483 Oak 10" 10394 Cedar 6" 10797 Sycamore 7" 10986 Palm 6" 11105 Palm 8" 11188 Oak 10" 11264 Oak 8" 11344 Oak 13" 11485 Oak 7" 10395 Cedar 6" 10798 Sycamore 8" 11037 Palm 14" 11107 Palm 8" 11189 Oak 18" 11265 Oak 7" 11346 Oak 9" 11486 Oak 7" 10396 Cedar 7" 10799 Sycamore 10" 11045 Sycamore 12" 11108 Palm 7" 11190 Oak 20" 11266 Palm 6" 11348 Oak 12" 11487 Oak 10" 10397 Cedar 6" 10800 Sycamore 12" 11046 Oak 12"X11"X8"X6" 11109 Palm 8" ( 11191 Oak 7" 11267 Palm 6" 11350 Oak 6" 11488 Oak 7" 10398 Cedar 7" 10801 Sycamore 8" 11047 Oak 14" 11110 Oak 7" 11193 Oak 7" 11268 Palm 8" 11351 Oak 8" 11489 Oak 7" 10399 Cedar 6" 10802 Sycamore 11" 11048 Oak 19" 11111 Oak 7" 11194 Pine 11" 11269 Oak 6" 11352 Oak 8" 11490 Oak 6" 10400 Cedar 6" 10803 Sycamore 12" 11049 Sycamore 8" 11112 Oak 10" 11195 Oak 8" 11270 Pine 10" 11353 Oak 12" 11491 Pine 7" 10401 Cedar 6" 10867 Oak 24" 11050 Sycamore 12" 11113 Oak 7" 11197 Oak 7" 11271 Oak 6" 11354 Oak 6" 11492 Pine 13" 10402 Oak 19" 10868 Oak 31" 11051 Sycamore 9" 11114 Oak 9"X6" ( 11198 Palm 8" 11272 Palm 8" 11355 Oak 8" 11493 Pine 14" 10548 Oak 25" 10869 Ear 10" 11052 Sycamore 7" 11115 Oak 9" 11199 Palm 8" 11274 Palm 7,f 11356 Oak 8" 11496 Pine 10" 10550 Palm 9" 10870 Oak 10" 11053 Sycamore 6" 11121 Oak 11" 11200 Palm 6" 11275 Palm 7" 11357 Pine 10" � 11497 Pine 18" 10551 Palm 9" 10871 Ear 10" 11054 Sycamore 7" 11122 Ear 7" 11201 Camphor 21" 11276 Palm 7" 11358 Pine 10" 11502 Pine 18" 10552 Palm 9" 10878 Palm 15" 11055 Sycamore 12" 11127 Ear 6" 11203 Palm 6" 11277 Oak 6" 11359 Oak 8" 11504 Unknown 6" 10553 Palm 9" 10879 Oak 28" 11056 Sycamore 12" 11128 Ear 11" 11204 Oak 9" 11278 Palm 6" 11360 Palm 8" 11505 Unknown 8" 10597 Oak 21" 10880 Oak 24" 11057 Sycamore 17" 11129 Ear 20" ( 11206 Palm 8" 11279 Palm 6" 11361 Pine 10" 11507 Unknown 6" 10598 Oak 21" 10881 Oak 23" 11058 Sycamore 7" 11130 Ear 10" 11208 Oak 13" 11280 Palm 7" 11362 Palm 8" 11508 Pine 23" 10599 Oak 13" 10882 Oak 19" 11059 Sycamore 6" 11131 Ear 8" 11210 Oak 7" 11281 Oak 9" 11363 Palm 8" 11512 Pine 23" 10600 Oak 20" 10883 Oak 22" 11060 Sycamore 6" 11132 Ear 6" 11211 Oak 12" 11282 Pine 8" 11366 Palm 7" 11513 Oak 8" � J O �CVC'0 C-7)11 -- CY) (6 V M m�� O ILL M m O�� N N CYCY. M �Z C) -� r.C/)CL.� (T3 W 0 C Drawn by: CAH Checked by: CAH Project: 8667 AD MIMS RD Field Date: 07/27/22 Scale: 1 "= 501 Sheet 3 of i 3 Page 251 of 268 M WEST ORANGE Serial Number 23-03106W Times West Orange Times Published Weekly Winter Garden , Orange County, Florida COUNTY OF ORANGE STATE OF FLORIDA Before the undersigned authority personally appeared Lindsey Padgett who on oath says that he/she is Publisher's Representative of the West Orange Times a weekly newspaper published at Winter Garden , Orange County, Florida; that the attached copy of advertisement, being a Notice of Public Hearing in the matter of Public Hearing on August 15,2023 Covington Oaks in the Court, was published in said newspaper by print in the issues of 8/3/2023 Affiant further says that the West Orange Times complies with all legal requirements for publication in chapter 50, Florida Statutes. *This Notice was placed on the newspaper's website and floridapublicnotices.coin on the same day the notice appeared in the newspaper, Lindsey Padgett C, Sworn to and subscribed, and personally appeared by physical presence before me, 3rd day of August, 2023 A.D. by Lindsey Padgett who is personally known to me. Notary Public, State of Florida (SEAL) KIMBERLY$ MARTIN MY COMMISSION' # HH 282034 EXPIRES: July 25, .4,QP 2026 CITY OF OCOEE NOTICE OF PUBLIC HEARING TO CONSIDER THE COVINGTON OAKS FREW HNARY SUBDIVISION PLAN CASE NUMBER: IS-2023-001 NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 1-4G, of the City of Ocoee Land Development Code that on TUESDAY, AUGUST 15,2023, AT 6:16 P.M. or as soon thereafter as practicAl, the OCOEE CITY COMMI&SIONaill hold PUBLIC HEARING at the City of Ocoee Commission Chambers located at I North Bluford Avenue, Ocoee, Florida, to consider the Preliminary Subdi*lon Plan (PSP) fortbe Covington Oaks Subdivision. The property is located at 8667A D Minis Road, assigned Parcel ID # 10-22-28-0000-00-00�, and consists ofapprosi- mattIv9.9+ acres mid is looted on the north side ofA D Minis Bond approximately 1,637,15 feet west ofN, ApopkaNrincland Road, The applicant proposes to develop a single-family detached residential subdivision consisting of seventeen (17)lots. Interested parties may appear at the public hearing and be heard with respect to the proposed action. The complete case file may be inspected at the ococe Devel- opment Services Department located at I North Bluford Avenue, Ocoee, Florida, between the hours of8:00 a.m. kind 5:00 p,ni,,T&nday through Friday, except legal holidays. The City Commission may continue the public hearing to other dates Ind times, as it (teems necessary, Any interested partysliall be advised of the dates. ,lines, and places of any continuation of these, or continued public hearings shall be announced during the hearing. No further notices regarding these matters, x%rill be published. You are advised that any person who desires to appeal any decision made at the public hearings will needy record of the proceedings and, for this par - poise, may need to ensure that a verbatim record ofthe proceedings, is made, which includes the testimony and evidence upon which the appeal is baseoL in accordance with the Americans with Disabilities Act, persons needing special accommodations or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of fie meeting at (407) 905-3105, Aupst3,2023 23-03106W