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07-12-2022 Agenda Packety V inf,M d 0 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) July 12, 2022 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum C. Annual Elections ILCONSENT AGENDA REGULAR MEETING OCOEE CITY HALL Commission Chambers 150 N. LAKESHORE DRIVE OCOEE, FL 34761 AGENDA A. Minutes of the Planning and Zoning Commission Meeting held on June 14, 2022. III. OLD BUSINESS IV. NEW BUSINESS A. VMG Shoppes Variance Request (VR-22-04) B. Isaak Malka Property - 2199 West Road Continued to date certain from the June 14, 2022, Public Hearing 1. Annexation (AX-04-22-24) 2. Small Scale Comprehensive Plan Future Land Use Map Amendment from Low Density Residential to High Density Residential (CPA-2022-003) 3. Rezoning from Orange County A-1 to City of Ocoee PUD (RZ-22-04-37) 4. Preliminary Subdivision Plan (LS-2022-005) C. Mixed Use at Fullers Cross Road & Ocoee Apopka Road 1. Large Scale Preliminary Site Plan (LS-2022-003) D. Ocoee Crown Point Mixed Use Development 1. Large Scale Preliminary Site Plan (LS-2022-006) V. MISCELLANEOUS A. Project Status Report B. July Calendar 6:30 PM Public Hearing Public Hearing Public Hearing Public Hearing VI. ADJOURNMENT Notice: Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk's Office 48 hours in advance of the meeting. MORE THAN ONE COMMISSIONER MAY PARTICIPATE OR HEAR DISCUSSIONS REGARDING A MATTER WHICH WILL COME BEFORE THE COMMISSION FORACTION. ITEM NUMBER II. A. CONSENT AGENDA MINUTES OF THE P & Z MEETING ON JUNE 14, 2022 MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, June 14, 2022 L CALL TO ORDER - 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chair Lomneck, Vice -Chair Mellen, Member Kennedy Absent: Alternate Member Keller Member Forges, Member Williams, Also Present: Development Services Director Rumer, Zoning Manager Whitfield, Assistant City Attorney Drage, Recording Clerk Heard IL CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held May 10, 2022. Motion for Approval of the Consent Agenda: Moved by Vice -Chair Mellen, Seconded by Member Forges; Motion carried unanimously. III. OLD BUSINESS - None IV. NEW BUSINESS —Public Hearings (6:30 pm) A. Variance Request for Barenburg at 125 South Lakeshore Drive, VR-22-03. (Advertised in the West Orange Times on Thursday, June 2, 2022) Zoning Manager Whitfield presented a brief overview of this variance request, which is located at 125 S. Lakeshore Drive and zoned R-IAAA Single -Family Dwelling. This parcel lies on a corner lot with one (1) side adjacent to South Lakeshore Drive and two (2) sides adjacent to Lafayette Street. The home on this lot was built in 1958 with no garage. The current property owners bought this home in November of 2021 and wish to build a garage adjacent to the home at the rear of the property. However, due to the triangular shape of the parcel, the proposed garage would be approximately fifteen (15) feet from the property line facing Lafayette Street, which is considered a front yard and requires a setback of 30 feet, per Section 5-14A. The applicant is requesting this variance in order to build a garage approximately fifteen (15) feet from the frontproperty line facing Lafayette Street. Planning & Zoning Commission June 14, 2022 The applicant was present. for questions. The Public hearing was opened. As no speaker forms were received, the public hearing was closed. Dkruxvian_ Member Kennedy inquired, if this is approved, would the applicant have two driveways; and, if so, would the granting of the variance grant special privileges to this property owner to have two driveways. He asked if the Code has any provisions prohibiting a house from having two driveways. Zoning Manager Whitfield clarified that this property was originally two lots, that the proposed garage does entail constructing another driveway and that the Code does not have prohibitions against a residential lot having two driveways. The proposed driveway would utilize an existing driveway cut off of Lafayette Street. Zoning Manager Whitfield stated that there are properties within the City that have two driveways or a circular driveway. Member Forges asked whether the approval of the variance would reduce the entire parcel's setback to 15 feet or only the portion adjacent to the proposed garage. Zoning Manager Whitfield answered the variance approval would only be to allow a portion of the garage to be at 15 feet from the front property line. (6:36 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Variance Request for Barenburg at 125 South Lakeshore Drive, VR-22-03, based on factual interpretation of the code requirements, as presented by staff; Moved by Vice -Chair Mellen, Seconded by Member Williams; motion carried unanimously. (Heard out of Agenda Order) B. Isaak Malka Property Annexation, Small Scale Comprehensive Plan Future Land Use Map Amendment from Low Density Residential to High Density Residential & Rezoning from County A-1 to City PUD; Project No(s): AX-04-22-24, CPA-2022-003 & RZ-22-04-37. (Advertised in the West Orange Times on Thursday, June 2, 2022) Development Services Director Rumer announced the applicant is asking for a continuance because of a misunderstanding and stated staff will discuss this project with the residents that were present to hear this item. The Public hearing was opened. As no speaker forms were received, the public hearing was closed. (6:54 pm) Motion: Move to continue this item to the next Planning and Zoning Commission meeting of July 12, 202Z Moved by Member Williams, Seconded by Member Kennedy; motion carried unanimously. Planning & Zoning Commission June 14, 2022 (Heard out of Agenda Order) (6:38 pm) C. Land Development Code Amendment (LDC) for Signs & Fences. (Advertised in the West Orange Times on Thursday, June 2, 2022) 1. LDC Amendment to Article VI, Section 6-14C(5) and Article VIII, Incorporating Signage Provisions from Article VI, Section 6-14 into Article VIII Zoning Manager Whitfield presented a brief history of the sign regulations adopted throughout the years, and further, explained discrepancies between Article VIII Sign Code and Article VI, Section 6-14C(5), which is more restrictive. The proposed LDC Amendment will delete the sign design standards from Section 6-14C(5), Article VI, incorporate them into Article VIII Sign Code, correct discrepancies, and retain existing provisions in Article VIII that were not affected or revised. Article VIII will be reorganized based on sign types instead of zoning districts. She further detailed a new proposed Section 8-5D(1)(d) to provide flexibility in sign size and height for shopping center directory signs through a Development Agreement. She concluded by stating staff feels the proposed consolidation and reorganization of the Sign Code will make it more streamline, clear, and user-friendly. The Public hearing was opened. As no speaker forms were received, the public hearing was closed. Assistant City Attorney Drage asked, if the Board recommends approval, to place a condition in the motion that the City Attorney's Office can make revisions as necessary to ensure compliance with any case laws that may affect signage. nicr�iccinH Chair Lomneck asked if this amendment would supersede the overlay criteria or CRA requirements. Zoning Manager Whitfield answered no and explained the code. Member Kennedy inquired whether the proposed reorganization of the code is consistent with what other cities and developers are currently working with. Development Services Director Rumer explained the history of the sign regulations within the code and the problems the City has encountered with the way it is currently written. He stated that Article VI in the LDC includes a lot of the engineering design standards. Further, the City is currently in the process of cleaning up Article VI by taking out a lot of the engineering specs to be placed in an Engineering Design Manual.(6:52 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the LDC Amendment to Article VI, Section 6-14C(5) and Article VIII, Incorporating Signage Provisions from Article VI, Section 6-14 into Article VIII; and further, add a condition to request the City Attorney's Office review the LDC Amendment per case law, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Kennedy, Seconded by Vice -Chair Mellen; motion carried unanimously. 3 Planning & Zoning Commission June 14, 2022 (6:55 pm) 2. LDC Amendment to Article V, Section 5-4.1 to Clarify Requirements for Fences on Corner Lots and Lots with Multiple Street Frontages Zoning Manager Whitfield presented a brief history regarding standards for fences; and further, explained the current Code does not reference corner lots designed side -to -rear or lots that have multiple roadway frontages. The proposed revisions to Section 5-4 are as follows: • Reduce the minimum side front yard setback on corner lots designed rear to rear and with no driveway or garage facing the side street from 15 feet to 5 feet or the boundary of an easement, whichever is greater. The proposed ordinance retains the requirement that the depth of the fence be a maximum of 1/z of the depth of the house. • Establish standards for corner lots where the single-family dwellings are designed side to rear and for lots that have multiple roadway frontages, including double -front or through lots and lots with three (3) road frontages. Zoning Manager Whitfield concluded by stating staff feels that the proposed revisions will assist to clarify the existing Code and create more usable yard space for corner and multi -front lots. The Public hearing was opened. As no speaker forms were received, the public hearing was closed. Dkruxvian_ Chair Lomneck asked for clarification on why some fences are currently placed anywhere from three (3) feet to five (5) feet. Zoning Manager Whitfield explained fences that were installed prior to the date of the initial fence adoption are compliant. Member Kennedy spoke about a parcel on Ingram Road, which currently has a six-foot fence being built right along the road. He inquired what type of exception has been granted to that property owner; and further, how the City is going to manage resident complaints if the LDC has flexibility, and how the City will arbitrate such complaints. Zoning Manager Whitfield stated she does not recall receiving a permit for a fence on Ingram Road. She explained that the current Code does not allow a 6-foot fence in front of the front building line and the proposed Code language will not change that. She explained the Development Services Department is establishing an Interpretation Book, which will cite case -by -case scenarios to assist the department in keeping track of unique situations. She further stated if problems keep arising, the City will revisit this and another amendment may be warranted. (7:17 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the LDC Amendment to Article V. Section 5-4.1 to Clarify Requirements for Fences on Corner Lots and Lots with Multiple Street Frontages, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Williams, Seconded by Vice -Chair Mellen; motion carried unanimously. 4 Planning & Zoning Commission June 14, 2022 V. MISCELLANEOUS - (7:19 pm) A. Project Status Report Development Services Director Rumer updated the Board with the following: • The City met with the developers of the Ocoee Village Center, and their commercial sites have a lot of leases underway with various national names, a grocery store, and a Pet Supplies Plus. • A new medical office will be coming soon off Roberson Road. • Staff is currently working on an update to the Comprehensive Plan. • Staff is moving into the new City Hall in approximately a month. B. June Calendar - No updates Motion: Move to adjourn the Planning and Zoning Commission meeting; Moved by Member Williams, Seconded by Member Forges; motion carried unanimously. VI. ADJOURNMENT - 7:21 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Brad Lomneck, Chair 5 ITEM NUMBER IV. A. NEW BUSINESS (PUBLIC HEARING) VMG SHOPPES 1. VARIANCE REQUEST (VR-22-04) MrcImE 1 ust y Johnson 11"ohert ik"nink DATE: July 12, 2022 TO FROM: 1"Irry Bru'Tlsofl Sr" I H'A'01,11-d i-kMust ner, 8 STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Anoch P. Whitfield, Zoning Manager SUBJECT: VMG Shoppes — 101 W. Silver Star Road Variance Request Project # VR-22-04 Commission District # 2 — Rosemary Wilsen ISSUE: Should the Planning & Zoning Commission (PZC), acting as the Local Planning Agency (LPA), recommend approval of a variance to reduce the minimum side building setback from ten (10) feet to three (3) feet due to a property line discrepancy with the railroad right-of-way? STAFF ANALYSIS: The subject property is located at 101 West Silver Star Road and is zoned C-2 (Community Commercial District). Per Table 5-2 of the Land Development Code (LDC), the minimum zoning regulations for development within the C-2 zoning district are as follows: Lot Size Front Setback Side Setback Rear Setback Lot Width Max Building Coverage Maximum Impervious Max Building Height 1 AC 25 FT 10 FT 20 FT 150 FT 30% 70% 45 FT The subject property is located in the northwest corner of West Silver Star Road and North Cumberland Avenue and is adjacent to the CSX Transportation railroad right-of-way. In late 2021, the property received site plan approval and permitting for the construction of a one (1) story 6,300 SF office building with 1,200 SF of covered porch area. Construction of the project is currently underway, and CSX Transportation asserts that it owns fifteen (15) feet of the property shown as part of the subject property on the project's boundary survey (prepared in 2017), which was included in the small-scale site plan set. The applicant states that, although it is not clear that the Railroad's understanding of the ROW line location is correct, they were not made aware of this issue until the building foundation and walls were in place. Because of the financial risk of waiting to confirm the railroad ROW location, the applicant is conceding the ROW line as presented by CSX Transportation and proposes to remove the portion of the building in the alleged ROW and an additional three (3) feet buffer (resulting in a loss of 300 SF of office space) in order to allow at least a 3-ft separation of the building from said railroad ROW. Because the proposed 3-ft buffer is less than the minimum 10-ft side yard setback requirement, the applicant is seeking a variance to reduce the side yard setback to 3 feet. According to Article IV, Section 4-9A, approval of a variance requires that the applicant demonstrate: 11& II�PkmmmuUna,,,i7III ':'Da'te� JW''ld'"l;;,n 'il"��2 � u e h/NX a w xM ii w���im I..I ,..., �01 f. 'm�m 'tar III,., mind ht °m�"m8ii nce III eV I m'm°:mJm!Ict IIm1Nwmmnl''!!c "'1/iR 22..0 (1) That special conditions and circumstances exist which are peculiar to the land, structures, or required subdivision improvements involved and which are not applicable to other lands, structures, or required subdivision improvements; (2) That a literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions; (3) That the special conditions and circumstances do not result from the actions of the applicant; and (4) That the granting of the variance requested will not confer on the applicant any special privilege that is denied by these regulations to other lands, structures, or required subdivision improvements under similar conditions. Staff Analysis: The City and applicant relied on a survey prepared in early 2017, which was based on the legal description and bearings per plat. The applicant proceeded to obtain, and the City approved, in good faith, a small-scale site plan, site work permit, and building permit for the office building, and construction began. It was not until the building construction was underway that the railroad right-of-way boundary line issue arose. Staff finds that there is a unique circumstance existing to the subject property in that CSX Rail Road has determined they own additional lands outside what is shown on both the survey and what is depicted on the Orange County Property Appraisers map. The circumstances of this variance did not result from the actions of the applicant, and that the literal interpretation of the minimum side setback at this juncture, post the issuance of a site work permit and building permit, poses a financial risk to the applicant. Lastly, staff does not find that the granting of this variance will confer any special privileges to this applicant that was denied others under similar conditions. STAFF RECOMMENDATION: Based on the findings stated above and the requirements of Article IV, Section 4-9A, staff finds that the variance is needed and justified and supports the variance request as proposed. Staff recommends that the Planning and Zoning Commission recommend approval of the variance to reduce the minimum side building setback from ten (10) feet to three (3) feet due to a property line discrepancy with the railroad right-of-way. Attachments: Location Map Aerial Map Zoning Map Survey Approved Site Plan Proposed Revised Site Plan VMG Shoppes (101 W Silver Star Road) Variance Location Map 1 21 Development Services Department 0 80 160 320 Feet Created: July 1, 2022 QSubject 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) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PU D) Low Density (PUD) Medium Density (PUD) =High Density (PUD) Public Use (PUD) Unclassified VMG Shoppes Side Yard Variance Surrounding Zoning Map Vpe Street - LJ L_ 12 R- 761 V & S SURVEYING, INC. 2412 Orsota Circle, Ocoee, Florida 34761. Tel: 407-342-1510 Fax: 407-656-8365 Email: vssurveying@aol.com That part of Lot 17 and 18, lying East of F.M, Railway, RUBEN KEGLER'S SUBDIVISION, according to the Plat thereof, as recorded in Plat Book A, Page 118 of the Public Records of Orange County, Florida. C/FRAIL ROAD / TRACK i i i ' 123.72 i / 122,70 / X. / X / 1°2,165 Bearings shown hereon are based on the North line of the Southeast 1/4 of Section 18, Township 22 S, Range 28 E 1 3 as being N 87°51'26" E per plat. / 1290 ,' X X Field Date : 01/27/17 Date Completed 02/01/17 123.44 12 ' X 123.35 6' 1 HINABERRY 3,65 X 122,59 '. Property Address : x ,' � ; ..X 1�3,67 , 16" + 12" + 14" + 8" i OAK I U I W. SILVER STAR RD, OCOEE, FLORIDA 34761. ' '1 3 60' 123.1 SURVEY INTO Vs 2048 OAK ,' 122,65 OO 0" 8" CA X 3187 � Certified To : '�X h MUNGUTA, INC. /' M IS SH VMG CONSTRUCTION INC. o WE PORTION OF 6 PARC FLOOD ZONE INFORMATION: ,' 1 3 LOT 19 COMMUNITY NO: 120185 PANEL NO: 0210 ,' �` 12 5z/ NOT INCLUDE SUFFIX: F F.I.R.M. DATE: 09/25/2009 ' ' 123,80 FLOOD ZONE: X � / 1 122.75 / X 122.68 BENCHMARK USED: ' 1 1222.6 N 89°25'54" E 26.73' M) POINT: H 380006 /' 123.45 NORTHING: 1541858 FASTING :481574 ' 123.36 ELEVATION = 124.46 i SITE BENCHMARK AS SHOWN ON PLANS ; z3°+33„+16 F.D NAIL NO ID NW CORNER OF THE SE 1/4 OF SECTION 18, TOWNSHIP 22 S, RANGE 28 4,--- 117,181-17 82 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I LOT 14 I 2 I I I I I I I I I I I I I P/P I I I I I K X 122X° 122.80 PORTION OF LOT 19 OWN ON PROPS APPRAISERS BSITE AS PART' OF BUT NOT SHOWN IN LEGAL PROPERTY 1 3 QAK. 122.72 122,64 X 12X2J0 X 123,17 ; 123,29 PORTION OF LOT 18 123.06 122.67 X / . / ' 30" OAK 30" AK u 23,26 G 25" OAK / 1 46 gfK / 3.28 ' ' V 15" OAK ' 122,57 / 123,35 � 47 ' . 18" OAK 23.56 / / 18" OAK / 123-0 / / 122.75 12X2.57 ... 122.94 / 1 34 18" OAK x 22,70 122.96 122J2 X / O � 20" OAK 2'5.4ft _ CRUSHED ASPHALT / 1 °3 122,89,01 3,15 123,51 45.3ft m tv 124.47 CONC SLAB N / CJi , WOOD SHED F.F EL= 123.50 � 12`2,96 122.75 17.9ft 122,62 122,89 122,9] � X / ' / WOOD O o / / 18" + 42" OAK SHED 46.6ft 10" OAK Q O p / / 123.26 X 123.11 12 ,15 3r21 122.92 1 7.4ft 23" CA l0 � "... `.iF- / 1 0 40" OAK 1'�266 PORTION OF LOT 17 < x 4.24 % O� a e .. W 80:9ft 57 ' / 23,37 123.80 U 18" + 11" OAK 0 \L/P SEPTIC w / 123, X 43" OAK 123,82 123,49, TANK ' 122,75 123.30 23.2' 122J0 122,65 122,8: X X / 123.73 123,30 io °0 °i 11 60 6 2ft U 12-1,2" P/P LOT 15 0 N W J Q U CROSSING / P T 0) / r- 21.3' I / 40° OAK ONE STORY / 6.9' W.F.S. WITH STUCCO I '. 12 ,70 I coNc #101 b Svc I � 1 7 � SLAB H 1n F.F EL= 124.45 00 E0 l ` I � W OD � � I C/Ly/RAIL ROAD 1 � `94 D `n 123,37 � I 123,07 / TRACK X I L t24,08 23.9' � � I 2"IP 124,17 WOOD 7.1 ft7" CHINABERt 12 AO � ID / D 123,56 123,33 ` I B.M1 SIGN I = 122.18 F.D 4X4 C 21 .Oft #6300 M ' 24.61 7"+1�"WHEEPING 15.9ft SIG gi S 87°53'28" W 289.99 (M) OIL ROAD WILLOW 42" OAK � - -- - -- -- -- -- -- -- i 7� 122,74'13,17 _ 12?9�6 2c,�3-" 122,44 12 °41 I'' . ARM 1 90 PALM t22,1637 X.i � := �123,4� 124,73 122°s2 122, S 87° 532 ' 1�'7���59.80' . 5�0' cQNc S/W" 24,11 F.D 1" IP I 1?2:72 --� 122,33 z N 87°�4'169.00 (M) �-2�°.+40" - No ID o x 120,32 O � ASPHALT ` � 87�+ 2-16" + 12" + 18" CONC D/W CHINABERRY 123,7 123, CHINABERRY 123,1�^,�= 121;91 X 12052 23,66 ... 123,25 122.73 122,67 CONC S/W I -p 1 121, 2 121.58 12 6�i CONC S/W 2.0' C & G I ' 122,19 . 122,68 122J1 I W E.O.P 2.0'C&G � RAIL ROAD / -- CROSSING sITE T.B.M2 SIGNAL SET XCUT IN S/W TOP OF IR= 123.19 N 87°51'40" E 1 ----�----- 123,07 123.38 123,28 THE NORTH LINE OF THE SE 1/4 OF SECTION 18, TOWNSHIP 22 S, RANGE 28 E I Oo I (C S 87°51'40" W 970.41' (C) - - - 176.74' (M)_---------- 3�-------------,�'- --- 122.40 122,19 122,82 N 87°51'26" E 2647.15' (M) SILVERSTAR ROAD (80.0' 1V V V) BASIS OF BEARING Asphalt Road ) CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 1909.91' 298.74' 298.44' N 28°08'33" E 08°57'44" C2 1909.91' 48.24' 48.24' N 33°20'50" E 01°26'50" CONC Concrete P.R.M Permanent Reference Marker Pg Page B.R Bearing Reference CLF Chain Link Fence P.O.0 Point of Commencement EL Elevation D.H Drill Hole Surveyor's Notes y WF C&G Wood Fence Curb and Gutter P.R.0 P.T Point of Reverse Curve Point of Tangency F M Field Measured SW.E L.A.E Sidewalk Easement Limited Access Easement 1.This survey is based on the legal description as provided by the Client. CATV Cable TV Riser P.I Point of Intersection D/W Driveway N.T.S Not to Scale TEL Telephone Riser P.C.P Permanant Control Point PROP Proposed O.R Official Record 2.This Surveyor has not abstracted the land shown hereon for L/P Light Pole P.O.L Point on Line D.F Drainfield O.R.B Official Record Book easements rights of way or restrictions of records which may P/P Power Pole C.B Chord Bearing S.T Septic Tank R.O.E Roof Overhang Easement affect the title or use of the land. MH Manhole P.0 Point of Curvature O.H.L Overhead Lines S.I.R Set Iron Rod #7772 3.No underground improvements or installations have been S/W Sidewalk A Arc Length C.B.S Concrete Block Structure T.B.M Temporary Bench Mark located unless noted. Only visible utilities located. W/M Water Meter Q Delta F.F Finish Floor T.O.B Top of Bank FH Fire Hydrant C.M Concrete Monument P Plat E.O.W Edge of Water 4.Elevations if shown hereon are based on NAVD 1988 unless otherwise stated. A/C Air Condition N+D Nail and Disc C Calculated X 98.50 Spot Elevation TYP Typical IR Iron Rod R.P Radius Point NHWE Normal High Water Elevation 5.Dimensions shown for the location of improvements hereon TRANS Transformer IF Iron Pipe N.R Non Radial should not be used to reconstruct boundary lines. E.O.P Edge of Pavement F.D Found RAID Radial C/L Centerline R/W Right of Way R Radius U.E Utility Easement B.M Bench Mark B.S Building Setback D.E Drainage Easement Pg Page C LEN Chord Length 6.Dimensions and bearings shown are plat and measured only unless otherwise noted. 7.Attention is directed to the fact that this plan may have altered in size by reproduction.This must be considered when obtaining scaled data. 8.Features shown by symbols as indicated in legend may not be to scale. 9.WalI ties are to face of wall. 10.Only visible utilities and encroachment located. 11. This survey is valid for 90 days from the completed date or revised date shown. F.D 5/8"IR #3110 THE EAST 1/4 CORNER OF THE SECTION 18, TOWNSHIP 22 S, RANGE 28 E 12.Septic Tanks and drainfield location are approximate 13.The accuracy of this survey meets or exceeds Florida and should be verifyed by the appropriate utility company. minimum technical standards according to Chapter 5J-17, Florida Administrative Code. This survey is not valid without the signature and the original raised embossed seal of a Florida licensed Surveyor and Mapper l certify that this survey was made under my direction and that it meets the minimum technical standards set forth by the Board of Professional Land Surveyors and Mappers in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472-027, Florida Statutes. LB 7772 Harry H. Sobhraj Professional Surveyor and Mapper No. 5342 Approved Site Plan GENERAL INFORMATION: UTILITIES: PAVING LEGEND: PROPERTY INFORMATION: ADJACENT ZONING: WATER &SANITARY SEWER: CITY OF OCOEE UTILITIES ... , •.• PHASES: ONE (1) SUBJECT SITE: C-2 SOLID WASTE: CITY OF OCOEE : • CONCRETE WALKS AND PAVEMENT PROPOSED USE: OFFICER NORTH: A-2 (CSX) ZONING: C-2 SOUTH: C-2 (W SILVER STAR ROAD) TYPICAL ASPHALT PAVEMENT SECTION FLU: COMMERCIAL EAST: C-2/R-1AA PARKING INFORMATION: ; :::::::::: ............ (REFER TO SECTION DETAIL ON SHEET C600) WEST: R-1AA (CSX) AREA CALCULATIONS (ON -SITE): REQUIRED PARKING Ai TOTAL PROJECT AREA: 26,388 SF = 0.61 AC. BASIS: 1 SPACE FOR EACH 300 SF OF GROSS FLOOR AREA. 0 ��xm������ � # � • % • • „ CUMBERLAND AVE. ASPHALT PAVEMENT SECTION BUILDING SETBACKS: x:: x:0 000 0 0 (REFER TO SECTION DETAIL ON SHEET C600, EXISTING IMPERVIOUS AREA: 2,909 SF = 0.07 AC. * �lL� PROVIDED THEREFORE: "�"%x""x%" " NOTE 2 SP-9.5 REQUIRED) EXISTING ISR: 0.11 EXISTING OPEN SPACE: 23,479 SF = 0.54 AC. FRONT (SOUTH): 35 FT 7.0 FT 6,300 SF/300 SF X 1 SPACE = 21 SPACES REQUIRED CLEAN & SEAL COAT EXISTING ASPHALT TO REAR (NORTH): 10 FT Al 122.5 FTA PARKING PROVIDED: REMAIN PER MANUFACTURER'S INSTRUCTIONS PROPOSED IMPERVIOUS AREA: 16,124 SF = 0.37 AC. WEST SIDE: 10 FT 9.1 FT PROPOSED ISR: 0.61 EAST SIDE: 25 FT 44.0 FT PROPOSED REGULAR PARKING SPACES: 18 (ON -SITE) MAX. PERMITTED ISR: 0.70 *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. PROPOSED REGULAR PARKING SPACES: 11 (OFF -SITE) L CLEAR SITE DISTANCE TRIANGLE (35MPH) PROPOSED OPEN SPACE: 10,264 SF = 0.24 AC. A PROPOSED ACCESSIBLE PARKING SPACES: 2 ON -SITES LANDSCAPE BUFFERS: TOTAL: 31 SPACES PROVIDED DECORATIVE PAVEMENT PROPOSED BUILDING: REQUIRED* s PROVIDED ME (REFER TO ARCHITECTURAL PLANS ONE (1) ONE-STORY OFFICE BUILDING: FRONT/STREET 0 15 FT 1.6 FT FOR DETAIL) / GROSS FLOOR 6,300 SF REAR (NORTH): 10 FT 78.0 FT AREA: WEST SIDE: 10 FT 0 9.1 FT EAST SIDE: 15 FT 0.0 FT CHARACTER AND INTENDED USE: COVERED PORCH AREA: 1,200 SF � *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. � THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY OFFICE BUILDING WITH MAX. PERMITTED FAR: 0.30 6,300 GSF AND A COVERED PATIO AREA OF 1,200 SF, PAVED DRIVEWAYS AND PARKING FAR PROVIDED: 6,300/26,388 = 0.24 LOT, ASSOCIATED WATER, SEWER AND STORMWATER. MAX PERMITTED BUILDING HEIGHT 45 FT / PROPOSED BUILDING HEIGHT: 20 FT (ROOF) / �' 0 23 FT (PARAPET) FEMA FLOOD DATA: Ni / /7' THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F, DATED: SEPTEMBER / / 25, 2009. / / Ai x WAIVER REQUEST: THIS DEVELOPMENT IS REQUESTING THE FOLLOWING WAIVERS: - BUILDING SETBACK REQUIREMENT: FRONT (SOUTH) = 7.0 FT WEST SIDE = 9.1 FT - LANDSCAPE BUFFER REQUIREMENT. FRONT (SOUTH) = 1.6 FTAs WEST SIDE = 9.1 FT EAST SIDE = 0.0 FT GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION. 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE THE LATEST VERSION OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, CITY DETAILS, AND FLORIDA BUILDING CODE. ADDITIONALLY, ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2018 DESIGN STANDARDS, 2018 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2017 UTILITY ACCOMMODATION MANUAL.THE MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND THE STANDARDS SET FORTH IN GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY. 10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER AND ARE INDEPENDENT OF VALUES DEPICTED ON THE SURVEY. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT. 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. 13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS." 14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: A. SILT FENCE (INDEX NO. 102) B. TYPE C INLET (INDEX NO. 232) C. TYPE P MANHOLE (INDEX NO. 200) D. TYPE D CURB (INDEX NO. 300) E. TYPE F CURB AND GUTTER (INDEX NO. 300) F. DROP CURB (INDEX NO. 300) G. CURB RAMP (INDEX NO. 304) H. CROSSWALK, STOP BAR (INDEX NO. 17346) I. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 17346) 0 J. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 300) 16. AS -BUILT DRAWINGS, SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, SHALL BE PROVIDED PER THE PROJECT SPECIFICATIONS AND SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 3.01.05 OF. THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES AS -BUILT DRAWINGS MUST ALSO COMPLY WITH FDOT AND SJRWMD REQUIREMENTS. 17. IF THE DEPARTMENT (FDOT) DETERMINES THAT AS-BUILTS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD DRAWINGS REPORT BY THE PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19, WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. 18. ALL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. i ' x 6',,HINABERRY 1� x � st x 16"t12 +14"+8"OAK123 0 /CD x " 8, OAK x x X o trUMAL 1 G WA1.R CONCRETE WALK i MID 4 ®� x x GPIF O 1 GENERAL NOTES: 1. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. 2. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FOOT UPON REQUEST. 3. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAWCUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL. 4. ALL CONCRETE WITHIN FDOT RIGHT-OF-WAY SHALL BE AN APPROVED FDOT MIX DESIGN OF 3000 PSI. 5. ALL SIDEWALK AND HANDICAP RAMPS SHALL BE ADA COMPLIANT. 6. ALL MATERIALS INSTALLED WITHIN FDOT RIGHT-OF-WAY SHALL BE LIMITED TO THOSE ON THE FDOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES. 7. ALL DRAINAGE ON STATE RIGHT OF WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF PROPOSED DEVELOPMENT. Q GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 \- CONCRETE DRIVEWAY APRON, TYP. I o 1 OF 2 (REFER TO CITY DRIVEWAY 1 APPROACH DETAIL, SHEET C700). I N , A. (2) 12'X20' ACCESSIBLE SPACE W/5' ACCESS AISLE TIE TO EXISTING CONCRETE WALK W 289.99' (M) ® ® s Grr wwwwiwo x ///�C� E F E CITY OF OCOEE APPROVTP FOR PERM TTING �:► D4 t2021 0 COD Z LU AM N LY I�Lj Z Z LU U 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 Certificate of Authorization No.: 9230 c=US, o=Klima Weeks Civil Engineering, saEs:aler �........... rr4oss ou=A0141OD0000016CE2E21 ; .... 68800001426, cn=Selby G Weeks This item has been digitally No. 56991 signed and sealed by Selby G. Weeks, P.E. on the date �o S1:gTE OF adjacent to the seal. Printed .`�'•�joFgt ;' 1c`i; Y'�,ff� copies of this document are not considered signed ��IFti AI 41 l,Se,` o sealed and the sign turend must be verified on any electronic copies. 2021.04.28 21:01:13-04'00' Selby G. Weeks 56991 a • revision description date ni AGENCY COMMENTS o6.12.18 0 AGENCY COMMENTS 07.1o.18 A CITY COMMENTS 11.o1.18 A OWNER REVISIONS 03.29.19 A OWNER REVISIONS 10.25.19 A AGENCY COMMENTS 05.04.20 A CITY COMMENTS 12.16.20 A CITY COMMENTS 03.04.21 drawn by: DB checked by: SGW date: 4/19/2o18 plot scale: AS SHOWN project number: 17VMGCoo1 Me name: C100-SITE-17VMGC001.dwg FBename : C100-SITE-17VMGC001.dwg Plot late : Apr. 28, 2021 10:09an GENERAL INFORMATION: PHASES: ONE (1) PROPOSED USE: RETAIL z j 0 ZONING: C-2 FLU: COMMERCIAL AREA CALCULATIONS (ON -SITE). TOTAL PROJECT AREA: 21,906 SF = 0.50 AC. EXISTING IMPERVIOUS AREA: 2,908 SF = 0.07 AC. EXISTING ISR: 0.13 EXISTING OPEN SPACE: 18,998 SF = 0.44 AC. J PROPOSED IMPERVIOUS AREA: 14,289 SF = 0.33 AC. j 0 PROPOSED ISR: 0.65 MAX. PERMITTED ISR: 0.70 PROPOSED OPEN SPACE: 7,617 SF = 0.17 AC, PROPOSED BUILDING: ONE (1) ONE-STORY RETAIL BUILDING: GROSS FLOOR AREA: 0 6,000 SF MAX. PERMITTED FAR: 0.30 )0 FAR PROVIDED: 6,000/26,388 = 0.23 , ��1kF'Ei1E1�BlC Cb�(GTil G 14 FT PROPOSED BUILDING HEIGHT: 20 FT (ROOF) 23 FT (PARAPET) WAIVER REQUEST: ADJACENT ZONING: SUBJECT SITE: C-2 NORTH: A-2 (CSX) SOUTH: C-2 (W SILVER STAR ROAD) EAST: C-2/R-1AA WEST: R-1 AA (CSX) BUILDING SETBACKS: REQUIRED* PROVIDED FRONT (SOUTH): 35 FT ..0, FT REAR (NORTH): 10 FT A 122.1 FT) WEST SIDE: 10 FT 3.0 FTC EAST SIDE: 25 FT 4. (rT *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. LANDSCAPE BUFFERS: REQUIRED* PROVIDED FRONT/STREET: 15 FT 0 1 E REAR (NORTH): 10 FT 1 96.0 FT) WEST SIDE: 10 FT 3.0 FT, EAST SIDE: 15 FT Zi" "0''b 'FT *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. THIS DEVELOPMENT IS REQUESTING THE FOLLOWING WAIVERS: - BUILDING SETBACK REQUIREMENT: FRONT (SOUTH) = 7LL 0 FT WEST SIDE _ 3.0 FT� - LANDSCAPE BUFFER REQUIREMENT: FRONT (SOUTH) = __11. 6, FT 0 WEST SIDE 3.0 FT j EAST SIDE _ 6.(' IT An GENERAL NOTES: UTILITIES: WATER & SANITARY SEWER: CITY OF OCOEE UTILITIES SOLID WASTE: CITY OF OCOEE PARKING INFORMATION: REQUIRED PARKING: BASIS: 1 SPACE FOR EACH 300 SF OF GROSS FLOOR AREA. 5 THEREFORE. f' 6,000 SF/300 SF X 1 SPACE 20 SPACES REQUIRED PARKING PROVIDED: PROPOSED REGULAR PARKING SPACES: 13 (ON -SITE) PROPOSED REGULAR PARKING SPACES: 11 (OFF -SITE) PROPOSED ACCESSIBLE PARKING SPACES: 2 (ON -SITE) {' TOTAL: 26 SPACES PROVIDED THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY RETAIL BUILDING WITH /yam 6,000 GSF, PAVED DRIVEWAYS AND PARKING LOT, ASSOCIATED WATER, SEWER AND STORMWATER. 0 5 FEMA FLOOD DATA: THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F, DATED: SEPTEMBER 25, 2009. 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION. 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE THE LATEST VERSION OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, CITY DETAILS, AND FLORIDA BUILDING CODE. ADDITIONALLY, ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2021-22 FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, JULY 2021 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2017 UTILITY ACCOMMODATION MANUAL.THE MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND THE STANDARDS SET FORTH IN GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS FOR DEMOLITION, REQUIRED CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE Q THE RESPONSIBILITY OF THE CONTRACTOR. 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY. 10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER AND ARE INDEPENDENT OF VALUES DEPICTED ON THE SURVEY. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT. 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. 13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS." 14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. REFER TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION (FY-2021-22) FOR THE FOLLOWING: A. TYPE C INLET (INDEX NO. 425-052) 9 B. TYPE P MANHOLE (INDEX NO. 425-001) C. TYPE D CURB (INDEX NO. 520-001) D. TYPE F CURB AND GUTTER (INDEX NO. 520-001) E. DROP CURB (INDEX NO. 520-001) F. CURB RAMP (INDEX NO. 522-002) G. CROSSWALK, STOP BAR (INDEX NO. 711-001) H. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 711-001) I. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 520-001) , 16. AS -BUILT DRAWINGS, SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, SHALL BE PROVIDED PER THE PROJECT SPECIFICATIONS AND SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES AS -BUILT DRAWINGS MUST ALSO COMPLY WITH FDOT AND SJRWMD REQUIREMENTS. 17. IF THE DEPARTMENT (FDOT) DETERMINES THAT AS -GUILTS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD DRAWINGS REPORT BY THE PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19, WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. 18. ALL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. FAI 4 5 6 7 r PAVING LEGEND: CONCRETE WALKS AND PAVEMENT / 1 TYPICAL ASPHALT PAVEMENT SECTION (REFER TO SECTION DETAIL ON SHEET C600) / CUMBERLAND AVE. ASPHALT PAVEMENT SECTION 0 1 (REFER TO SECTION DETAIL ON SHEET C600, NOTE 2" SP-9.5 REQUIRED) CLEAN & SEAL COAT EXISTING ASPHALT TO REMAIN PER MANUFACTURER'S INSTRUCTIONS / PROPERTY NE CLEAR SITE DISTANCE TRIANGLE (35MPH 0 DECORATIVE PAVEMENT (REFER TO ARCHITECTURAL PLANS FOR DETAIL) i ( IN cv DRY RETENTION POND 4 ° o DUMPSTER ENCLOSURE 301 L CONCRETE DRIVEWAY APRON, TYP. (REFER TO ARCHITECTURAL PLANS) I ;-(, OF 2 (REFER TO CITY DRIVEWAY 0000 m APPROACH DETAIL, SHEET C700). ° ,,, a° V) Ln LO o B Ln cc 2 12 X20 ACCESSIBLE SPACE W/5' ACCESS AISLE E-STORY 'ILDING 000 SF 3N� w ° , .... e ° 7 ° ° � ° e ia a°e 24' BIKE RACKS 44 (2 RACKS/4 SPACES) ° I TIE TO EXISTING MONUMENT CONCRETE WALK SIGN,: ,,,,,, I 8 s a ° ° e a a RIGHT-OF- � T ---- WAY a ° ° ° a e e ° `3PF'D'OT GENERAL NOTES: IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FOOT UPON REQUEST. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAWCUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL. ALL CONCRETE WITHIN FDOT RIGHT-OF-WAY SHALL BE AN APPROVED FDOT MIX DESIGN OF 3000 PSI. ALL SIDEWALK AND HANDICAP RAMPS SHALL BE ADA COMPLIANT. ALL MATERIALS INSTALLED WITHIN FDOT RIGHT-OF-WAY SHALL BE LIMITED TO THOSE ON THE FDOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES. ALL DRAINAGE ON STATE RIGHT OF WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF PROPOSED DEVELOPMENT. F Proposed Revised Site Plan LU W Z Z U v 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 Certificate of Authorization No.: 9230 Selby G. Weeks 56991 a • W E� revision description date 0 AGENCY COMMENTS 07.1o.18 Zj, CITY COMMENTS 1i.o1.18 ® OWNER REVISIONS 03.29.19 OWNER REVISIONS 10.25.19 © AGENCY COMMENTS 05.04.20 07 CITY COMMENTS 12.16.20 CITY COMMENTS 03.04.21 OWNER REVISIONS 11.24.21 io OWNER WATER REV 01.25.22 z� PROPERTY LINE REV 05.20.22 drawn by: DB checked by: SGW date: 4/19/2018 plot scale: AS SHOWN project number: 17VMGCool file name: C100-SITE-17VMGC001.dwg w Filename : C100-SITE-17VMGC001.dwg Plot Date : May. 20, 2022 3:42pm ITEM NUMBER IV. B. NEW BUSINESS (PUBLIC HEARING) ISAAK MALKA PROPERTY- 2199 WEST ROAD CONTINUED TO DATE CERTAIN FROM THE JUNE 14, 2022, PUBLIC HEARING 1. ANNEXATION (AX-04-22-24) 2. SMALL SCALE COMPREHENSIVE PLAN FUTURE LAND USE MAP AMENDMENT FROM LOW DENSITY RESIDENTIAL TO HIGH DENSITY RESIDENTIAL (CPA-2022-003) 3. REZONING FROM ORANGE COUNTY A-1 TO CITY OF OCOEE PUD (RZ-22-04-37) 4. PRELIMINARY SUBDIVISION PLAN (LS-2022-005) N'Iusty Johnson 1"Irry Bniflsofl Sr„ N'stnuc t _L lqk\oz.mf� ry Jttiy �� rc� �'u, ,. N"Wl rc�n�� Mrst���c un,�,ii�nst nct 11"oh ;rt ik nInnk - ~ GeorgO OInver I H, Nst r'ct I I,,,,i STAFF REPORT TO: The Planning and Zoning Commission/Local Planning Agency FROM: Anoch Whitfield, Zoning Manager DATE: July 12, 2022 SUBJECT: Isaak Malka Property Annexation, Small -Scale Comprehensive Plan Future Land Use Map Amendment from Low Density Residential to High Density Residential, Rezoning from County A-1 to City PUD and Preliminary Subdivision Plan Project No(s): AX-04-22-24, CPA-2022-003, RZ-22-04-37 & LS-2022-005 Commissioner District # 1: Larry Brinson, Sr. ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval of the Annexation, Small -Scale Comprehensive Plan Future Land Use Map Amendment from Low Density Residential to High Density Residential, rezoning from County A-1 to City PUD (Planned Unit Development) and Preliminary Subdivision Plan for the Isaak Malka Property for development of a 48-lot single-family attached townhome subdivision? BACKGROUND: Owners: Malka Isaak Applicant: Aaron Matson, Manager, CAP 5 Development, LLC Site Location: The property is located south and west of Desert Candle Drive, east of the West Orange Trail and north of the West Road unimproved right-of-way, approximately 200 feet north of SR 429. Parcel Identification Number(s): The subject property consists of one (1) parcel: 05-22-28-0000-00-029. Property Size: +/- 5.08 acres Existing Future Land Use: Low -Density Residential (LDR) — Up to four (4) dwelling units per acre (per the Joint Planning Area Future Land Use Map) Existing Zoning: Orange County A-1 (Citrus Rural District). Actual land use, proposed land use and unique features of the subject property: The property is currently vacant with no unique features. The proposed land use is single-family attached residential (townhome) lots. The Planning and Zoning Commission Meeting Date July 12, 2022 Page 2 of 5 The future land use and requested zoning classification of the subject property are as follows: CURRENT PROPOSED Jurisdiction/Zoning Classification County Low Density Residential (LDR) FLU (density of 4 dwelling units per acre) City of Ocoee High Density Residential (density of 8 to 16 dwelling units per acre) The current future land use designations and zoning classifications of the surrounding properties are as follows: DIRECTION FUTURE LAND USE ZONING DISTRICT EXISTING LAND USE North Medium Density Residential PUD - MD Single-family attached residential East Medium Density Residential PUD - MD Single-family attached residential South LDR & SR 429 R-1A Vacant West Light Industrial PUD - IND Apartments & School Uses DISCUSSION: The applicant is proposing to annex the subject property into the City, amend its future land use map designation from Low Density Residential to High Density Residential and reclassify the zoning district from County A-1 to City Planned Unit Development (PUD) in order to develop single-family attached residential (fee -simple townhome) subdivision. The current Low Density Residential (LDR) future land use designation would allow development at four (4) units per acre, resulting in a maximum of 20 dwelling units. The proposed High Density Residential (HDR) future land use would allow 8 to 16 units per acre, resulting in a maximum of 81 dwelling units. As provided in the requested PUD rezoning, the proposed Land Use Plan (LUP) would limit development to a 48-lot townhome subdivision, resulting in a proposed density of 9.4 units per acre. The LUP proposes the below development standards for the subdivision: • Building Setbacks: o Front: 25 feet o Side: 0 feet o Rear: 20 feet o Corner: 15 feet • Building Height: 35 feet (2-story) • Minimum Lot Size: 22' x 105' • Visitor Parking: 20 spaces Stormwater: Stormwater management will be provided on -site via surface retention, and approval of the PUD does not designate stormwater requirements. Utilities: Potable water and wastewater utilities will be provided by Orange County Utilities (OCU). The City of Ocoee would provide reclaimed water service. Transportation: The proposed subdivision will be access via Desert Candle Drive, which transitions to Fountains West Boulevard to connect to West Road. The proposed future land use map amendment would result in a net increase in of 394 trips (average annual daily trips) based on the maximum development potential of 81 townhome units and a net increase of 157 AADT trips based on the proposed 48 townhome units. Based on current Concurrency Management System (CMS) spreadsheet of existing plus vested trips, there are sufficient trip capacities on area roadways impacted by this amendment, including West The Planning and Zoning Commission Meeting Date July 12, 2022 Page 3 of 5 Road, Clarcona Ocoee Road and Ocoee Apopka Road. However, this proposed subdivision in addition to the Greens at Forest Lake townhome subdivision and the Arbours at Crown Point apartment complex are accessed by, limited to and would impact the southbound approach of the intersection of Fountains West Boulevard at West Road. A traffic study was provided in 2018 for Greens at Forest Lake, and based on that traffic study, per a Developer Agreement, the Greens at Forest Lake Subdivision has been obligated to pay its proportionate share of the cost of the installation of the traffic signal. Similarly, this applicant has been asked to provide a traffic study to determine the impact of this development on that intersection and its proportionate share contribution, if any, towards the cost of the traffic signal installation at this intersection. Staff is recommending that payment of the proportionate share contribution, if any, be a condition of approval of this project, with such payment due to the City no later than the date of issuance of the certificate of completion or the date of submittal of the plat application, whichever comes first. Please see the Isaak Malka Property Annexation Feasibility Analysis document. Schools: The applicant has coordinated with Orange County Public Schools (OCPS), and the School District has provided a Capacity Encumberance Letter (CEL) indicating that school capacity for the proposed 48-lot subdivision is available. The CEL letter further states that this determination will expire on November 16, 2022 and that the applicant must reserve capacity for the total units in order to formally reserve school concurrency. Public Safety: Fire service is available 2.3 miles from the property, and fire service can be provided within a 5-minute response time. Police service is available 5.9 miles from the property, and police service can be provided within an 11-minute response time for non -emergency services. Recreation and Open Space: As part of the review of the PUD Land Use Plan, the applicant will be required to provide a minimum of 30 percent useable open space. Special Districts: The site is located within the Wekiva Study Area; however, the subject property does not contain any Type A Soils or karst features. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 7, 2022, the DRC met to determine if the proposed Annexation, Small -Scale Comprehensive Plan Amendment and Rezoning were consistent with the City's regulations and policies. When the discussion was finished, the DRC voted to recommend approval subject to the following conditions: 1. Provide written confirmation from Orange County that the unimproved West Road right-of-way (ROW), which is owned by the County, is allowed to be utilized for the southern roadway and on -street parking to serve this development. 2. Revise the Land Use Plan to show and provide a minimum 20-foot lot frontage on the subdivision roadway for lots 19, 20, 29 and 30. 3. Revision of the Land Use Plan to provide the maximum impervious surface area standard for the PUD, including maximum ISA for each lot as applicable. 4. Provide confirmation from the Ocoee Fire Department that fire engine turn -around and maneuvering space within the proposed southern ROW can be achieved, else revise the Land Use Plan to comply with the National Fire Prevention Code. 5. Revise the Land Use Plan and Subdivision Plan to show the needed right-of-way utilization easement for use of the proposed ROW for on -street parking. 6. Revise the Land Use Plan to ensure that refuse storage/collection areas can be served by Solid Waste Management garbage trucks, relative to access and maneuverability. The Planning and Zoning Commission Meeting Date July 12, 2022 Page 4 of 5 7. Revise the Land Use Plan to clearly delineate, label and provide acreage information for all tracts, i.e. stormwater retention tracts, open space tracts, etc. 8. Revise the Land Use Plan to provide a minimum 30% usable open space and include those tracts in an open space table. 9. Revise Land Use Plan to show reclaimed water connections. 10. Provide a traffic study to determine the impact of this development on Fountains West Blvd. at West Road and this project's proportionate share contribution towards the cost of a traffic signal installation at that intersection. Payment of the proportionate share contribution, if any, shall be a condition of approval of this project and shall be due to the City no later than the date of issuance of the certificate of completion or the date of submittal of the plat application, whichever comes first. Following the June 7, 2022 DRC meeting, the applicant submitted the Preliminary Subdivision Plan (PSP) for review and met with City staff to discuss options for addressing the concerns raised for the CPA and PUD Land Use Plan as well as for the PSP. The applicant resubmitted a PUD LUP and PSP that resolved the majority of the concerns raised by staff. On July 5, 2022, the DRC met to consider the proposed Preliminary Subdivision Plan for consistency with the City's regulations, policies and proposed PUD Land Use Plan. When the discussion was finished, the DRC voted to recommend approval of the Preliminary Subdivision Plan subject to the following conditions: 1. Revise the Land Use Plan and Subdivision Plan to show the needed right-of-way (ROW) utilization easement for use of City ROW for on -street parking on proposed Tract A and the West Road ROW. 2. Revise the Land Use Plan and Preliminary Subdivision Plan to delete old notes calling out refuse/recycling receptable storage areas. 3. Revise Land Use Plan to add connections and Iinework/callouts for the typical utility easements for City reclaimed water service. 4. Provide a traffic study to determine the impact of this development on Fountains West Blvd. at West Road and this project's proportionate share contribution towards the cost of a traffic signal installation at that intersection. Payment of the proportionate share contribution, if any, shall be a condition of approval of this project and shall be due to the City no later than the date of issuance of the certificate of completion or the date of submittal of the plat application, whichever comes first. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendations, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval of the Annexation, Small -Scale Comprehensive Plan Amendment from Low -Density Residential to High Density Residential, Rezoning from County A-1 to PUD (Planned Unit Development) and Preliminary Subdivision Plan (PSP) for the Isaak Malka Property, located at 2199 West Road and assigned parcel ID number 05-22-28-0000-00-029, subject to the conditions recommended by the DRC as follows: 1. Revise the Land Use Plan and Subdivision Plan to show the needed right-of-way (ROW) utilization easement for use of City ROW for on -street parking on proposed Tract A and the West Road ROW. 2. Revise the Land Use Plan and Preliminary Subdivision Plan to delete old notes calling out refuse/recycling receptable storage areas. The Planning and Zoning Commission Meeting Date July 12, 2022 Page 5 of 5 3. Revise Land Use Plan to add connections and Iinework/callouts for the typical utility easements for City reclaimed water service. 4. Revise the Land Use Plan and Preliminary Subdivision Plan to show the 70-foot utility easement to Orange County Utilities (OCU) which covers the proposed 50-foot dedicated ROW and front 10 feet of each lot abutting the proposed new roadway ROW. 5. Provide a traffic study to determine the impact of this development on Fountains West Blvd. at West Road and this project's proportionate share contribution towards the cost of a traffic signal installation at that intersection. Payment of the proportionate share contribution, if any, shall be a condition of approval of this project and shall be due to the City no later than the date of issuance of the certificate of completion or the date of submittal of the plat application, whichever comes first. 6. The townhome buildings will be designed and constructed with sprinkler systems. 7. The east -west proposed subdivision road within the West Road unimproved ROW will be designed and constructed in a manner that allows emergency vehicles to access (both ingress and egress) the site via West Road as well as the stabilized emergency services path in Tract G-3, which is located at the end of the cul-de-sac (Tract A) of the Greens at Forest Lake Subdivision. Attachments: Location Map Aerial Map Future Land Use Map Zoning Map Annexation Feasibility Analysis Isaak Malka Property PUD Land Use Plan Preliminary Subdivision Plan Annexation Ordinance Comprehensive Plan Future Land Use Map Amendment Ordinance Rezoning Ordinance Isaak Malka Property Surrounding Future Land Use Map 4, � 4 st, r OCOP. P florlda Development Services Department 0 185 370 740 Feet Created: May 2022 QSubject 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/Flood plains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) OCO(?P Development Services Department 0 185 370 740 Feet Created: May 2022 QSubject 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) Restricted Manufacturing & Warehousing (1-1) ■ General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) %/ Unclassified Isaak Malka Property Surrounding Zoning Map to ` �� � ...�..-�w-..1.�-r-..+•.,..�.A' `III-TI III�IIIt�fll�l����,`��'��f�€'`�� r =-IIIIlIIIIIIIIIIII =_ . ;:� '�} ;r r{-��{_`•��' }�' :�� i��:ti ' sir:: 1: '}}^- tiff?- ? : J ' • .� f� , ' - �`i I' W�l tP = ••• t _ � }�' 1. ?fir:}_J:til.�'� -•.ti• ON I CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-04-22-24 & RZ-22-04-37 APPLICANT NAME: Aaron Matson, CAP 5 Development, LLC PROJECT NAME: ISAAK MALKA PROPERTY This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department's findings are summarized below. I. PLANNING DEPARTMENT Anoch Whitfield, Zoning Manager A. Applicant/Owner 1. Owner (if different from Applicant): Malka Isaak LE C Property Location 1. General Location: The property is generally located south and west of Desert Candle Drive, east of the West Orange Trail and north of the West Road unimproved right-of-way 2. Parcel Identification Number: 05-22-28-0000-00-029 3. Street Addresses: To be determined 4. Size of Parcels: 5.084 acres (1 parcel) Use Characteristics 1. Existing Use: Vacant with scattered trees 2. Proposed use: Single-family attached townhomes 3. Density / Intensity: 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: County Rural 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: Low Density Residential per JPA FLUM 4. Proposed Ocoee Zoning: PUD E. Consistency 1. Joint Planning Area: Y es (upon approval of requested JPA update) 2. Comprehensive Plan: Yes FIRE DEPARTMENT 1. Estimated Response Time: 5 Min 2. Distance to Property: 2.3 Miles 3. Fire Flow Requirements: TBD POLICE DEPARTMENT 1. Police Patrol Zone / Grid / Area: District 1 2. Estimated Response Time: 11 minutes (non -emergency response) 3. Distance to Property: 5.9 miles 3. Average Travel Time 11 minutes Page 1 of 3 IV. I Applicant Name: Aaron Matson, CAP 5 Development, LLC Project Name: Isaak Malka Annexation & Rezoning Case #: AX-04-22-24 & RZ-22-04-37 =_CONOMIC VALUE Anoch Whitfield, Zoning Manager 1. Property Appraiser Market Value: $45,776,551 (as vacant land in County) 2. Property Appraiser Taxable Value $45,776,551 (as vacant land in County) 3. Estimated City Ad Valorem Taxes: TBD 4. Anticipated Licenses & Permits: TBD 5. Potential Impact Fees: TBD 6. Total Project Revenues: TBD V. PUBLIC WORKS DEPARTMENT 1. Within the 100-year Flood Plain: I No VI. UTILITIES Jennifer Bolling, Engineering Manager A. Potable Water 1. In Ocoee Service Area: No (in Orange County Utilities) 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Water Main: E B. Sanitary Sewer 1. In Ocoee Service Area: No (in Orange County Utilities) 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Force Main: 5. Annexation Agreement Needed: Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: VII. TRANSPORTATION Anoch Whitfield, Zoning Manager 1. Paved Access: Yes — Desert Candle Drive 2. ROW Dedication: Yes — proposed 50-ft ROW dedication 3. Traffic Study: Required 4. Traffic Analysis Zone: Page 2 of 3 C Applicant Name: Aaron Matson, CAP 5 Development, LLC Project Name: Isaak Malka Annexation & Rezoning Case #: AX-04-22-24 & RZ-22-04-37 /III. PRELIMINARY CONCURRENCY EVALUATION A. Transportation: B. Parks / Recreation: C. Water / Sewer: D. Stormwater: E. Solid Waste: F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE ANNEXATION REGULATIONS Anoch Whitfield, Zoning Manager Page 3 of 3 0 1 i 1 i _J Q � W O CD0 0-- 01 OCT Ln Ci �cy) O d- L0 ( Of O N O 01 (n i 1 i 1 16' i 1 GREENS AT FOREST LAKE - PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 CITY OF OCOEE - FLU: MEDIUM DENSITY RESIDENTIAL ZONING: PUD NI RR*CiP'71"W .inn C/) LOCATION OF FULL ACCESS L _ 0 �_ N_V L.L. U J co �..1.. C7 UJI C/) ^^0 �..L. 0 Of 0- O Q U Q 9 mmm®®®w R VARIES mm� � WEST ROAD N04'07'23"L S$8°07'18"E 400.00' PUBLIC RIGHT OF 30.02'-- WEST ROAD WAY VARIES 30.00' PUBLIC RIGHT OF WAY m ( :E: -� Cn 0 Z7 �7 z c� o m --I �7 D 7077 ®154' 24' CK 103 I � I I ORANGE COUNTY FLU: LOW DENSITY RESIDENTIAL ZONING: R-1 A (VACANT) TRACT TABLE: GREENS AT FOREST LAKE - PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 DESERT CANDLE DRIVE _PUBLIC RIGHT OF WAY VARIES -T \ PER GREEN TAS FOREST L KA E -- PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 431 441 451 461 471 C z 0 F= Z LLj U W 25 26 27 28 29 30 A RIGHT OF WAY CITY OF OCOEE CITY OF OCOEE 0.83 16.28% A 1 B STORMWATER / OPEN SPACE H.O.A. H.O.A. 0.77 15.12% C STORMWATER / OPEN SPACE H.O.A. H.O.A. 0.75 14.75% SINGLE FAMILY LOTS PRIVATE PRIVATE 2.74 53.85% TOTAL 5.08 100.00% TRACT G-3 OPEN SPACE LOT 128 ILOT 127 ILOT 126 N I LOT 125 I ILOT 124 W _ cn Q D LOT 123 34 = O _n m- r-- _I TRACT G-3 Y rn OPEN SPACE (� �w 4 I C/) Q LOT 122 I oo A* LLJ "t i- LOT 121 0 `- (- o 0 _ < 0 I W I- QfQ LOT 120 (� m 0 0 pn T W t-Qrn LOT 119 I ___j 0 Cn ��Lc) z W< U Up0- W _ -[ I . m O LOT 118 I-- DIF- Q LO 00 0 0W<ON- LLoo z dL 0 LOT 117 I 0 LmWpO TRACT G-3 W � CL I OPEN SPACE w _ T Q_ LLJ LOT 116 Q_I 0~�_ 46 OI oWz O z - LOT 115 �� O_ Q U N _ - W LOT T_ 114 � I I � J � LOT 113 I I TRACT G- M OPEN SPAC 0 0 z N of V)Ya / !f? Ltd! J N C�NW Lr n rj C0.�w Uj 0Lj 0 I N O N C) S 0 0 27' 22' - _��-UND MID IT- 20' REAR SETBACK 5' 165' 2, 25' FRONT SETBACK _ T PUBLIC ROW TYPICAL LOT 1 LAYOUT PROJECT TEAM MEMBERS: 1611 ? 12 1 MALKA ISAAK 5305 CLOUDS PEAK DR. LUTZ, FL 33558 MADDEN, MOORHEAD, & STOKES, LLC. 431 E HORA110 AVE, STE 260 MAITLAND, FL 32751 PHONE: (407) 629-8330 EMAIL: BBECKHAM®MADDEN-ENG.COM 1 CAP 5 DEVELOPMENT, LLC ALLEN & COMPANY 3601 RIGSBY ROAD, SUITE 300 16 EAST PLANT STREET MIAMISBURG, OH 45342 WINTER GARDEN, FLORIDA 34787 EMAIL: BMARTINLAND®GMAIL.COM PHONE: (407) 654-5355 EMAIL: JRICKMAN®ALLEN-COMPANY.COM BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89'16'00- EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. SITE DATA: 1. PARCELID NUMBER 05-22-28-0000-00-029 2. LAND USE EXISTING (CITY OF OCOEE) LOW DENSITY RESIDENTIAL (LDR PROPOSED (CITY OF OCOEE) HIGH DENSITY RESIDENTIAL (HDR 3. ZONING EXISTING (ORANGE COUNTY) A-1 PROPOSED (CITY OF OCOEE) PD 4. UNIT TYPE TOWNHOME COMMUNITY 5. TOTAL LAND AREA 5.08 AC 6. PROPOSED UNITS 48 UNITS 7. PROPOSED DENSITY 9.44 DU/AC (GROSS) 8. MINIMUM LOT SIZE 22' x 105' 9. MINIMUM LIVING AREA 1,500 SF 10. MAX BUILDING HEIGHT 35' (2-STORY) 11. OPEN SPACE REQUIRED, 30% NET AREA 5.08 AC x 0.30 = 1.52 AC PROVIDED, INCLUDING DRY RETENTION 1.69 AC 12. RECREATION TBD 13. SCHOOL AGE POPULATION 48 UNITS x 0.329 = 16 CHILDREN 14. VISITOR PARKING SPACES TBD 15. BUILDING SETBACKS FRONT 25' REAR 20' SIDE 0' CORNER 15' 16. BUILDING SEPARATION REAR TO REAR 40' SIDE TO SIDE 20' REAR TO SIDE 30' 17. UTILITY IMPACTS WATER 48 UNITS x 350 GPD/UNIT = 16,800 GPD SEWER 48 UNITS x 300 GPD/UNIT = 14,400 GPD FIRE 1,000 GPM ® 20 PSI, 2-HOUR DURATION 18. TRAFFIC GENERATION 343 DAILY TRIPS 29 PM PEAK TRIPS IMPERVIOUS AREA Z19. 1 PROJECT SITE 65% INDIVIDUAL LOTS 90% 10' UTILITY EASEMENT 25' GRAPHIC SCALE 40' 0 20' 40' 80' ( IN FEET ) 1 inch = 40 ft. LANDSCAPE ARCHITECT: MAGLEY DESIGN GROUP 1817 EAST WASHINGTON STREET ORLANDO, FL 32803 PHONE: (407) 898-0223 EMAIL: RMAGLEYCIMAGLEYDESIGN.COM UtNtKAL NU 1 tJ: 1. THE PROJECT WILL BE BUILT IN ONE PHASE. 2. THE PROJECT WILL BE DESIGNED WITH 2 STORMWATER MANAGEMENT FACILITIES THAT WILL ACCOMMODATE THE PROPERTY. THE PONDS WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. 3. BASED UPON FIRM MAP #12095CO215F, THE SITE IS WITHIN FLOOD ZONE X. 4. WATER SERVICE WILL BE PROVIDED BY THE ORANGE COUNTY UTILITIES. 5. RECLAIMED WATER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. 6. WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY UTILITIES. 7. FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE FIRE AND RESCUE. 8. POLICE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE POLICE DEPARTMENT. 9. ACCESS TO THE SITE WILL BE VIA FOUNTAINS WEST BLVD. TO DESERT CANDLE DR. 10. THE PROJECT ROADS WILL BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF OCOOE. THE ROAD WILL BE CONSTRUCTED CONSISTENT WITH THE CITY OF OCOEE STANDARDS AND DEDICATED AT THE CITY AT THE TIME OF FINAL PLAT. 11. COMMON OPENSPACE, RECREATION AREA, AND LANDSCAPE BUFFERS SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. LEGAL INSTRUMENT FOR HOA MANAGEMENT WILL BE ESTABLISHED BY THE DEVELOPER. 12. AT THE TIME OF DEVELOPMENT, THE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR DEVELOPMENT, SHALL COMPLY WITH ALL CITY REGULATIONS AND ORDINANCES IN EFFECT AT THE TIME OF FINAL SUBDIVISION PLAN APPROVAL. 13. FINAL DEVELOPMENT ORDERS OR PERMITS MAY BE ISSUED ONLY UPON FINDING BY THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE CONCURRENT WITH THE IMPACTS OF THE DEVELOPMENT. 14. A HOMEOWNER ASSOCIATION WILL BE CREATED TO PROVIDE FOR THE MANAGEMENT OF COMMON AREAS AND FACILITIES INCLUDING STORMWATER MANAGEMENT AREAS AS REQUIRED BY THE CITY OF OCOEE LDC. 15. THE PROJECT CONSISTS OF SINGLE-FAMILY DWELLINGS CONSTRUCTED AS 2-STORY, CONNECTED- TOWNHOME UNITS WITH ZERO FEET BETWEEN BUILDINGS. UNITS WILL BE CONSTRUCTED IN EITHER 4 OR 6-UNIT GROUPINGS. EACH BUILDING WILL BE SPRINKLED WITH AN NFPA 13D OR 13R SYSTEM. 16. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH CITY OF OCOEE LAND DEVELOPMENT CODE. A STREET LIGHTING PLAN, INCLUDING STREET LIGHT ASSEMBLY DETAILS, SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION OF STREET LIGHTING. 17. NO WORK SHALL BE PERFORMED WITHIN THE WEST ORANGE TRAIL PROPERTY UNTIL ACCESS EASEMENTS HAVE BEEN APPROVED BY ORANGE COUNTY BCC. 70' UTILITY EASEMENT TO ORANGE COUNTY UTILITIES 50' RIGHT-OF-WAY CONCRETE BASE TYPICAL 50' RIGHT OF WAY SECTION NOT TO SCALE SOILS LEGEND SIMONSON SOILS LINE SOIL SOIL NAME HYDROLOGIC NUMBER GROUP 34 POMELLO FINE SANDS C FINE SAND, OTAVARES 46 0 TO 5 PERCENT SLOPES A SOURCE: USDA, NATURAL RESOURCE CONSERVATION SERVICE - SEMINOLE COUNTY, FLORIDA 2017 10' UTILITY 25' EASEMENT I VICINITY MAP NOT TO SCALE lFAl , 1j:4 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 ry 0 I _j w LLI W O U O z O LL 0 a T 0 0 LL z Q Q T Vz Q 0 U 0 Q W O Q ry 0 rM N N r O N CV U w z d i�i � d' z o O Q N F _ N Z W U m� z U) w Q z Q O LLI W Q ~ Z W U O m Z W w U z w 0 U i_ C5 _7 0 Ld 0 � o w j W N N NNro�Lcor-asid JOB # 22012 DATE: 05 / 03 / 2022 " = SCALE: 140' DESIGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB LUP tl N N O N N 4) 3 Z a J iZ W 0 z Q J N 0 N N rz i rn c i N 0 N N a 0 0 r■ Ito] Z; BEGINNING AT A POINT 30 FEET NORTH OF 1HE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 8996'W EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. INDEX OF SHEETS SHEET C001 DESCRIPTION COVER SHEET C100 PRELIMINARY SUBDIVISION PLAN C200 SV-001 PRELIMINARY UTILITY PLAN BOUNDARY & TOPOGRAPHIC SURVEY Z FA tI] *1 0111 11 w 61.:tJ1""LTJm1m mul I Di Ell 1ki A 1 1111 11 1� SECTIONS 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST mantAkil iL Lei gme-11i ki I m; PAIR Icz r nr% W%".. CLOUDS PEAK DR. ORLANDO, FL 32832 CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: OWNER: MALKA ISAAK 5305 CLOUDS PEAK DR. LUTZ, FL 33558 DEVELOPER /APPLICAN T: CAP 5 DEVELOPMENT, LLC 3601 RIGSBY ROAD, SUITE 300 MIAMISBURG, ON 45342 EMAIL: BMARTINLAND®GMAIL.COM CIVIL ENGINEER: MADDEN, MOORHEAD, & STOKES, LLC. 431 E HORA110 AVE, STE 260 MAITLAND, FL 32751 PHONE: (407) 629-8330 EMAIL: BBECKHAM®MADDEN-ENG.COM ti 03 VNAST &COMPANY EPLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 654-5355 EMAIL: JRICKMAN®ALLEN-COMPANY.COM a LANDSCAPE ARCHITECT: MAGLEY DESIGN GROUP 1817 EAST WASHINGTON STREET ORLANDO, FL 32803 PHONE: (407) 898-0223 EMAIL: RMAGLEY®MAGLEYDESIGN.COM V) F- W 0 w a Ne J cQ G i Q Q (n LEGAL DESCRIPTION: BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89°16'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF DESERT CANDLE DRIVE AS BEING N86°58'31"W. ( AN ASSUMED BEARING FOR ANGULAR DESIGNATION ONLY ) 2. POSITIONAL ACCURACY MEETS NATIONAL GEODETIC SURVEY (NGS) THIRD ORDER, CLASS ONE, SPECIFICALLY 1:10,000, VERIFIED BY REDUNDANT MEASUREMENTS. 3. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NORTH AMERICAN DATUM OF 1983 (NAD83), 1990 ADJUSTMENT, STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE. 4. THE ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY DATUM PER BENCH MARK NUMBER P1624023, ELEVATION = 156.655 BEING AN ORANGE COUNTY DISC IN CURB INLET 45' +/- S.W. OF CLARCONA OCOEE RD. & 610' +/- N.W. OF N. LAKEWOOD AVE., NAVD 1988 DATUM. 5. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED UNLESS OTHERWISE NOTED. 6. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. 7. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF AN INSURANCE TITLE COMMITMENT, PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, ORDER NO.: 9864146, WITH AN EFFECTIVE COMMITMENT DATE: 09/17/2021 AT: 5:00 PM 8. THE LEGAL DESCRIPTION HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED IN THE ABOVE REFERENCED TITLE COMMITMENT. 9. THERE MAY BE ENVIRONMENTAL ISSUES AND/OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING THE SUBJECT PROPERTY NOT SHOWN ON THIS SURVEY. 10. THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. 11. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. UNLESS OTHERWISE NOTED OR SHOWN HEREON, APPARENT AND/OR VISIBLE, UNOBSTRUCTED, ABOVE GROUND IMPROVEMENTS WERE LOCATED. UNDERGROUND IMPROVEMENTS, SUCH AS FOUNDATIONS AND UTILITIES, WERE NOT LOCATED, UNLESS NOTED OTHERWISE. 13. UNLESS OTHERWISE NOTED OR SHOWN HEREON, THERE ARE NO APPARENT AND/OR UNOBSTRUCTED, ABOVE GROUND ENCROACHMENTS. THE DISPOSITION OF ANY POTENTIAL ENCROACHING IMPROVEMENTS SHOWN IS BEYOND PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPRETATION. 14. THE LANDS SHOWN HEREON LIE ENTIRELY WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN) ACCORDING TO "FIRM" MAP NO. 12095CO210H AND COMMUNITY NO. 120179 0210 H, DATED SEPTEMBER 24, 2021. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN ADDITION, THE ABOVE STATEMENT DOES NOT REPRESENT THIS SURVEYOR'S OPINION OF THE PROBABILITY OF FLOODING. 15. THE ABOVE DESCRIBED PARCEL(S) CONTAINS 221,493 SQUARE FEET OR 5.08 ACRES, MORE OR LESS. SYMBOL AND ABBREVIATION LEGEND: - CENTERLINE - WATER VALVE ® - ELECTRIC BOX ® - RECLAIM WATER METER ® - TELEPHONE RISER QQ - YARD DRAIN (D) - DESCRIPTION O.R.B. - OFFICIAL RECORDS BOOK LB - LICENSED BUSINESS PID - PARCEL IDENTIFICATION NUMBER -To6- - TOP OF BANK -BOB- - BOTTOM OF BANK ABS - ACRYLONITRILE BUTADIENE STYRENE PIPE EM - CATCH BASIN le - FIRE HYDRANT VICINITY MAP: (NOT TO SCALE) s 1 " = 30' GRAPHIC SCALE 0 15 30 60 �O OQ Q O Off- O � OQ' WEST ORANGE LP MEMORIAL GARDENS Q- OQ Q FOUNTAINS WEST BLVD Oo WEST ROAD WEST ROAD Np' �29 p p,0 5� PEE R W pR ��gS Rp P O PN�E� 5� PEE RIM=154.16' S/INVERT=154.27' ' y0 I y0 75` 0 �ye6 RECOVERED 1/2" IRON 15 ROD AND CAP "LB 1977" 155.E 0.17'S & 0.35'W f hy6� 0* 1 '- -- 50.00 k hye EDGE OF PAVEMENT I SITE BENCHMARK SET 1/2" IRON ROD AND CAP "LB#6723" ELEVATION = 155.78' I h� Q � w� Q rCO 1113 O �- Ljo Lo M N fl 0 0 Of C) w �, f � 0 1n � h y6h I f EDGE OF PAVEMENT 4ph f L50.00- i RECOVERED 1/2" IRON _ 7ROD AND CAP "LB#5814" 5.57'N & 2.05'W o " 20.00 1 30.00'(D) " 30.00 WEST ROAD +\ 30.00 PUBLIC RIGHT OF WAY VARIES RIM=154.19' n S/IN VERT= 154.27' n _ 2.3'X2.3' /CONCRETE COLUMN 154.21',�. ,� / 1 11 b7 01 Fa i3' �-1.55.03 f WEST LINE OF THE NW 1/4 SECTION 5-22-28 POINT OF BEGINNING SET 1/2" IRON ROD AND CAP "LB#6723" AT A POINT 30' N OF THE SW CORNER OF THE W 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST 25.00 DESERT CANDLE DRIVE �--- - PUBLIC RIGHT OF WAY VARIES PER GREENS AT FOREST LAKE - PHASE 1 rl PLAT BOOK 102, PAGES 9 25.00 THROUGH 14 156.30' '_----- -- - 158.46' EDGE OF PAVEMENT / 157.42' 157.47 156 .60' o ( 158.63' BACK OF CURB 158.96' 157.4T 157.63' __"'""'�"�""`�"`� 756.6T r ., 158.75' ,..^`..,`", "759.19 759.79' 759.08' 156'­ -- .................�...,.� .,r'"'-..,...�.,... 159.25' 759.23 759.24' DQ s .,,...„•�,...w 158.81 ,. s .. x156.i' «x,, ESTERLY(D)--.....w._..,��.15°......�.r.M.._.._.�..._.-..,_---...._.,....n.,_,....,....15s.ao wDNGRE., N86°58 31 W 400.00 x 157.5' S RIGHT OF WAY LINE OF DESERT CANDLE DRIVE AND THE BASIS OF BEARINGS VACANT LAND y60 y6A yb� -1r 1. METAL PIPE 4" STUB (USE UNKNOWN) 6' VINYL FENCE IS0.4'E u) 158.58'. 158.54' 59, s`' . 159.26' RECOVE t 9.34 CONCRE _. "LB#71! TRACT G- - OPEN SPACE N I LOT 128 0 m DRAINAGE om (TYPICAL) ~I LOT 127 0 m- I TOP OF BP LOT 126 jn N ILOT 125 oI0 1- LOT 124 L I ILOT 123 TRACT G-3 OPEN SPACE LOT 122 rl- - - - ILOT 121 TOP OF BANK LOT 120 I DRAINAGE GRATE (TYPICAL) LOT 119 Ld Q0 - LL 0--- I� W LOT 118 Q J to W f < LLI 00 LOT 117 1 c- Q`1 �o �? m- w 1- mQ TRACT G-3 o a OPEN SPACE �L 9 LOT 116 >m -a LOT 115 d- � m I LOT114 m� LOT 113 y 6' VINYL FENCE IS 0.5' E TRACT G-3 OPEN SPACE M 0 0 1a Z f O W N J � a jt,ry zz w3- N z 00 UJ CNN 3 O 1 O x 0 _6' VINYL FENCE \ IS 0.8' E \ 8 g7'18"E 400.00' X 18 `1600"E(D) 1y�6+ WEST ROAD 30.00' PUBLIC RIGHT OF WAY + `'6 10' DIRT TRAIL +5�� 30.00 RECOVERED 4"X4" �_ GATE �h0 CONCRETE MONUMENT "LB#7194„ 1 RECOVERED NAIL AND DISK WESTROAD"LB 6097" AT THE SW CORNER S LINE OF THE NW 1/4:/7 30.00' OF THE WEST 1/2 OF THE SW SECTION 5-22-28 - O.R.B. 736, PAGE 273 I I 1/4, OF THE NW 1/4 SECTION 5-22-28 VJ Q ui ui co ry C) W Z ® �/ / -r I- O UIL n ® LL VJ W CV � � o L.L n V C� 0 z O ® � N O 0 O W U) 0 J H z W O w w 1cl � Q O 0 LL m "' n M N r- (n W Z c� (n D 2 m Q :E 0 Y W In U Z G' W U � J in W W Q U I JOB #: 20210961 DATE: 6/3/22 SCALE: 1 " = 30' CALC BY: JPC FIELD BY: AT,DH DRAWN BY: JPC CHECKED BY: JLR SHEET 1 OF 1 ABBREVIATIONS T� PROPOSED SYMB A F P LINES LINES STORM DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDONED) FDN FOUNDATION PEP POLYETHYLENE PIPE / AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT CENTER LINE BUILDING LINE AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION PROPERTY LINE ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE ADDL ADT ADDITIONAL AVERAGE DAILY TRAFFIC FG FH FINISHED GRADE FIRE HYDRANT POB POJ POINT OF BEGINNING PUSH ON JOINT WIRE FENCE CONTOURS 100 LF STS 24 HDPE 0 0.20% 100 LINEAR FEET STORM PIPE AL ALUMINUM F&I FURNISH AND INSTALL PP POLYPROPYLENE �� ,��� CONSERVATION SETBACK 24 HIGH DENSITY ALT ALTERNATE FIG FIGURE PR PHONE RISER POLYETHELENE PIPE ® 0.20% AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE w CHAIN LINK FENCE RAILROAD TRACKS AMP AMPERE(S) FIT FITTING PRESS PRESSURE CENTER LINE APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT — UNDERDRAIN 6" HDPE PIPE ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE WOOD FENCE GAS MAIN ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT o O o — CHAIN LINK FENCE DRAINAGE FLOW DIRECTION ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVENUE FND FOUND PT POINT OF TANGENCY AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE _u _ _ ,. _ - - GUARDRAIL - UNDERGROUND - - - AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC —�- CONTOUR WAFDOT INLET TYPE 1 B FPS FEET PER SECOND PWR POWER 80 BFP BACKFLOW PREVENTER FT FTG FEETFOOT FOOTING Q EXISTING PLATS UNDERGROUND BL BASELINE Q FLOW RATE TELEPHONE — EASEMENT .� FDOT INLET TYPE 2 BLDG BUILDING BLVD BOULEVARD GA GAUGE =1 = z = r z "A RETAINING WALL OVERHEAD BM BND BENCH MARK BOUNDARY GAL GALV GALLON GALVANIZED R RCP RADIUS REINFORCED CONCRETE PIPE ELECTRIC " " " FENCE FDOT INLET TYPE 3 BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD — — RIGHT-OF-WAY LINE - OVERHEAD BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY TELEPHONE GUARDRAIL i FDOT INLET TYPE 4 BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE SHORELINE BV BUTTERFLY VALVE GR GUARD RAIL REINF REINFORCED) — UNDERGROUND GRD GROUND/GRADE REQD REQUIRED CABLE TELEVISION LOT LINE FDOT INLET TYPE 5 C GSP GALVANIZED STEEL PIPE REV REVISE/REVISION GV GATE VALVE RPM REVOLUTIONS PER MINUTE SWALE CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD — — EASEMENT RETAINING WALL CB CATCH BASIN GW GUY WIRE RT RIGHT FDOT INLET TYPE 6 cc CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CF CEMENT CUBIC FEET u 1 I R/W RWM RIGHT-OF-WAY REUSE WATER MAIN SANITARY RIGHT—OF—WAY LINE CFM CUBIC FEET PER MINUTE HB HOSE BIBB C` MANHOLE CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE J C&G CURB AND GUTTER HDW HARDWARE S SOUTH CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER SANITARY SEWER LINE FORCE MAIN SETBACK LINE MITERED END SECTION CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE C/L CLP CENTER LINE CONCRETE LIGHT POLE HR HT HOUR HEIGHT SD SDN SIDE DRAIN SHELF DRAIN CLEANOUT MANHOLE — __�� �� �..... SHORELINE SLOPE DIRECTION ARROW CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST ""' FOR POND SIDE SLOPE CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE HWY HYD HIGHWAY HYDRAULIC SECT SH SECTION SHEET WATER & REUSE WATER SWALE 000.00 p SPOT ELEVATION CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT I SIM SIMILAR CO. COUNTY 1-4 INTERSTATE HIGHWAY S/L SETBACK LINE TREE LINE co CLEANOUT IA INTERSECTION ANGLE SL SLOPE WATER MAIN DIP PIPE -' < WATER VALVE STORM INLET COL COLUMN ID INSIDE DIAMETER SM SHEET METAL COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATIONS) CONC CONCRETE IN INCHES SQ SQUARE CONN CONNECTION INL INLET SQ IN SQUARE INCH(ES) _� REUSE WATER MAIN , FIRE HYDRANT CONST CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET ,; , CONT CONTINUOUS INST INSTALL SQ YD SQUARE YARD(S) cooRD COORDINATES) IP IRON PIPE SR STATE ROAD BACKFLOW PREVENTOR WATER METER COL CORNER IR IRON ROD SS STAINLESS STEEL C� CPLG COUPLING INT INTERSECT/INTERSECTION ST STREET SANITARY HIGHWAY & UTILITIES CPP CONCRETE POWER POLE INV INVERT STA STATION CCS TG STRUCTURE COATING J STD STL STANDARD STEEL �/� STORM DRAIN CTR CENTER JB JUNCTION BOX STIR STRUCTURE CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET BOUND CORNER CULV CY CULVERT CUBIC YARD JST JT JOIST JOINT SUP SUSP SUPPORT SUSPEND/SUSPENSION SANITARY 8" PVC CYL CYLINDER Svc SERVICE STORM SEWER FDOT TYPE 1 INLET PIPE ® 0.40% SLOPE D SW SOUTHWEST I CONCRETE L LENGTH SWK SIDEWALK O DBL DOUBLE LAT LATITUDE SYM SYMBOL(S) FDOT TYPE 2 INLET CLEANOUT DEG OR ' DEGREE LATL LATERAL SYMM SYMMETRICAL MANHOLE DEFL DEPT DEFLECT(ION) DEPARTMENT LB LF POUND LINEAR FEET/FOOT SYS SYSTEM DOUBLE SANITARY 520 COUNTY ROADS T SERVICE DET DHWL DETAIL DESIGN HIGH WATER LEVEL LG LIM LONG LIMITS) T TANGENT MITERED END FDOT TYPE 3 INLET 71 1 —001 DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK C900 DETAIL REFERENCE DIA DIAMETER LONG LONG T&B TOP AND BOTTOM FORCE MAIN DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK STORM INLET FDOT TYPE 4 INLET PVC PIPE DIM DIMENSION LWL LOW WATER LEVEL TC TIME OF CONCENTRATION DUMPSTER DIP DUCTILE IRON PIPE M TD TRENCH DRAIN DISCH DISCHARGE TDH TOTAL DYNAMIC HEAD FDOT TYPE 5 INLET MANHOLE DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL FDOT TYPE 6 INLET DMH DROP MANHOLE MAIL MATERIAL TEMP TEMPORARY FF=98.76 FINISHED FLOOR ELEVATION HIGHWAY & UTILITIES EATER & REUSE EATER DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE DRN DRAIN MECH MECHANICAL TOB TOP OF BANK TYPE A W/ FHA LOT TYPE DWG DWY DRAWING DRIVEWAY ME MFR MITERED END MANUFACTURER TOC TOS TOP OF CURB TOE OF SLOPE GUY POLE E MGD MILLION GALLONS PER DAY TOT TOTAL E EAST MH MHC MANHOLE MANHOLE COVER TS TWP TOP OF SLOPE TOWNSHIP BENCHMARK - GUY POLE BRICK PAVERS —wM wM wM WATER MAIN wM wM wM— PVC PIPE EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL HANDICAP PARKING EC EDGE OF CONCRETE MIN MINIMUM I I U H 11 1 /2- BEND ED EF ENERGY DISSIPATOR EACH FACE MISC MJ MISCELLANEOUS MECHANICAL JOINT UD UNDERDRAIN El RECOVERED 4x4 CM WOOD UTILITY POLE DIRT ROAD 22 1 /2- BEND EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND 95 INTERSTATE ROADS EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL LION UNLESS OTHERWISE NOTED 45' BEND E/L EASEMENT LINE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE CONCRETE UTILITY POLE 8" MAPLE TREE x—} ELB ELBOW MPH MILES PER HOUR V SET 4x4 CM LIGHT POLE ELEC ELECTRIC MSL MEAN SEA LEVEL 90' BEND ELEV ELEVATION MTG MOUNTING VB VALVE BOX ELECTRIC MANHOLE 8" OAK TREE -L ELLIP ELLIPSE/ELLIPTICAL I VC VERTICAL CURVE SET IRON ROD ENC ENCASEMENT 1 �1 VCP VITRIFIED CLAY PIPE FT -I TEE � — �� SIGNS ENG ENGINEERING) NAWTH NORTH VERT VERTICAL TELEPHONE MANHOLE 8 PINE TREE EOP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE 16 15 EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION RECOVERED IRON ROD �{ CROSS EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY 21 22 SECTION CORNER EQUIV EQUIVALENT NE NORTHEAST \p/ TELEPHONE RISER 8" PALM TREE ESMT EASEMENT NG NATURAL GROUND VV —N— CHECK VALVE EST ESTIMATE NIC NOT IN CONTRACT W w/ WEST WITH CONCRETE ELECTRIC BOX / 5Q STATE ROADS EW EWL EACH WAY ENDWALL NO OR # NOM NUMBER NOMINAL WM WATER MAN TRANSFORMER 8" MISC. TREE —NN— DOUBLE DETECTOR EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/o WITHOUT CHECK VALVE EXIST EXISTING NW NORTHWEST WP WATER/WEATHER PROOF COUNTY ROADS WELL SILT FENCE EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE DOUBLE WATER EXT EXTEND/EXTENSION O WS WATER SURFACE SERVICE OC ON CENTER WSWT WT WET SEASON WATER TABLE WEIGHT INTERSTATE ROADS MONITORING WELL TRAFFIC FLOW OD OUTSIDE DIAMETER WV WATER VALVE GATE VALVE PAVEMENT MARKING OE OR EQUAL WWF WELDED WIRE FABRIC OPNG OPENING WWM WELDED WIRE MESH STATE ROADS DUMPSTER FIRE HYDRANT �� OPP OPPOSITE �/ UTILITY POLE ORCP OS OVAL REINFORCED CONCRETE PIPE OUTFALL STRUCTURE I YD YARD RR CROSSING SIGN O METER OVFL OVERFLOW YR YEAR WOOD AND/OR METAL OVHD OVERHEAD�� MISC LIGHT POLE BLDG OR STRUCTURE D REDUCER & AND RR CROSSING GATE 0 AT CONCRETE LIGHT POLE A DELTA O BLOWOFF TYPE F CURB & GUTTER TRAFFIC SIGNAL POLEGNNO BACKFLOW YARD LIGHT PREVENTER MIAMI CURB - - SATELLITE DISH S SAMPLE POINT MISCELLANEOUS SIGN 16 15 GUY WIRE 901 CROSS SECTION DETAIL O CEANOUT 24 22 SECTION CORNER 21 HANDICAP PARKING RWM RWM RWM RWM RECLAIM WATER MAIN EDGE OF PAVEMENT W/O CURB SPOT ELEVATION DOUBLE RECLAIM EDGE OF PAVEMENT WATER SERVICE W/CURB -J� CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 • LLI t • , • w 0 C) 1� ry • • • • Y N Q H Lc)wM o_ M J 0 U D L J 0 J"' Ln FDESIGNED 22012 04/26/22 N/A Y: JAS JAS BY: BSB NOR r N I N 0 0 U I N 0 N N 1-1 CL U) cl- rn w N 0 N N 0 O J Q LEI IO O O OF:� CL O O O � ? O O O C) O O L PROPOSED PAVILION Q � O LL7 LL El- O OCT a O O 0--) O O O � PROPOSED DECORATIVE FENCE ALONG TRAIL BORDER AD OF ES DESERT CANDLE DRIVE PUBLIC RIGHT OF WAY VARIES PE GRELNS AT TORESI LAKE PHASE 1 I�' A F BOOK 102, PAGES 9 THROUGH 14 x155.61' 154.50'x x x x155.08' x 156.10' 154.28 154.34'..... .tam--^' x156.67. Fk TRACT B PROPOSED POND 105' N 10 105' N 11 105' 12 N 105' PROPOSED GREAT LAWN / GARDEN AREA ° N 105, N 3 105' N 14 105' N 15 105, N 16 105' N 17 105' N 18 27' 22' 22' 22' 2V 27' PROPOSED REFUSE / RECYCLING STORAGE (SCREENED) (TYP.) 19 20 21 22 r 23 24 PROPO D STOP SI , STOP BA AND CROS WALK (TYP.) 27' 222 22' 22� 2T 22' PROPOSED 20' x 10' PARALLEL PARKING SPACE (TYP.) N -Walk 6 27' 22' ° 105' 12' X 20' HANDICAP ACCESSIBLE 1 PARKING SPACE (TYP.) N 4Z 105' CX- IN 41 N N� 105' 40 105' "" �m N 39 a 105' a " n N 38 105' PROPOSED REFUSE / RECYCLING STORAGE (SCREENED) (TYP.) N N 105, PROPOSED I° ;? a DOG PARK 105' 36 2� 33' ' 22' 22' 27' N N N 34 N 105' -1- 33 N N b- 105' 04 32 N Q 105' H = �m CL 'N 31 N TRACT C PROPOSED POND C 5' 22' L 22' L 1-1 22 22� a 22 - '2� TRACT A PUBLIC ROW 18' - 0 R A N G L COUNTY PROPOSED 5 FLU- LOW DENSITY RESIDENTIAL EWALK (TYP.) 70NINGe R-1 A (VACANT) SOILS LEGEND m on INS INS 0 SOILS LINE SOIL SOIL NAME HYDROLOGIC NUMBER GROUP 34 POMELLO FINE SANDS C TAVARES FINE SAND, 46 0 TO 5 PERCENT SLOPES A SOURCE: USDA, NATURAL RESOURCE CONSERVATION SERVICE - SEMINOLE COUNTY, FLORIDA 2017 TRACT TABLE TRACT ID LAND USE OWNERSHIP AREA RW-1 RIGHT OF WAY CITY OF OCOEE 0.83 16.34% SMA-1 STORMWATER / OPEN SPACE / REC H.O.A. 0.77 15.16% SMA-2 STORMWATER / OPEN SPACE / REC H.O.A. 0.75 14.76% SINGLE FAMILY LOTS PRIVATE 2.73 53.74% TOTAL 5.08 100% SITE DATA: 1. PARCEL ID NUMBER 05-22-28-0000-00-029 TRACT TABLE: 2 LAND USE EXISTING (CITY OF OCOEE) LOW DENSITY RESIDENTIAL (LDR TRACT ID LAND USE OWNERSHIP MAINTENANCE AREA (ACC) PROPOSED (CITY OF OCOEE) HIGH DENSITY RESIDENTIAL (HDR� A RIGHT OF WAY CITY OF OCOEE CITY OF OCOEE 0.83 16.28% B STORMWATER / OPEN SPACE H.O.A. H.O.A. 0.77 15.12% 3. ZONING C STORMWATER / OPEN SPACE H.O.A. H.O.A. 0.75 14.75% EXISTING (ORANGE COUNTY) A-1 SINGLE FAMILY LOTS PRIVATE PRIVATE 2.74 53.85% PROPOSED (CITY OF OCOEE) PD TOTAL 5.08 100.00% 4. UNIT TYPE TOWNHOME COMMUNITY 5. TOTAL LAND AREA 5.08 AC 6. PROPOSED UNITS 48 UNITS 7. PROPOSED DENSITY 9.44 DU/AC (GROSS) 27' 22' 8. MINIMUM LOT SIZE 22' x 105' MID UNIDT UNIT 9. MINIMUM LIVING AREA 1,500 SF 17 '�r 10. MAX BUILDING HEIGHT 35' (2-STORY) 26 REAR SETBACK 11. OPEN SPACE REQUIRED, 30% NET AREA 5.08 AC x 0.30 = 1.52 AC c PROVIDED, INCLUDING DRY RETENTION 1.69 AC 12. RECREATION TBD 5' 13. SCHOOL AGE POPULATION 48 UNITS x 0.329 = 16 CHILDREN 14. VISITOR PARKING SPACES 22 SPACES ' 15. BUILDING SETBACKS 105' 2 FRONT 25' REAR 20' SIDE 0' CORNER 15' 16. BUILDING SEPARATION REAR TO REAR 40' SIDE TO SIDE 20' REAR TO SIDE 30' 25' FRONT SETBACK 17. UTILITY IMPACTS - WATER 48 UNITS x 30 GPD/UNIT = 1,00 GPD SEWER 48 UNITS x 300 GPD/UNIT = 14,400 GPD FIRE 1,000 GPM 0 20 PSI, 2-HOUR DURATION PUBLIC ROW 18. TRAFFIC GENERATION L� TYPICAL LOT LAYOUT 343 DAILY TRIPS P P AK PS 19. IMPERVIOUS SURFACE PROECT SITE 65% INDIVIDUAL LOTS 90% GENERAL NOTES: 1. THE PROJECT WILL BE BUILT IN ONE PHASE. 2. THE PROJECT WILL BE DESIGNED WITH 2 STORMWATER MANAGEMENT FACIL111ES THAT WILL ACCOMMODATE THE PROPERTY. THE PONDS WILL BE DESIGNED IN ACCORDANCE NTH THE CITY OF OCOEE AND SJRWMD STANDARDS. 3. BASED UPON FIRM MAP #12095CO215F, THE SITE IS WITHIN FLOOD ZONE X. 4. WATER SERVICE WILL BE PROVIDED BY THE ORANGE COUNTY UTILITIES. 5. RECLAIMED WATER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. 6. WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY UTILITIES. 7. FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE FIRE AND RESCUE. 8. POLICE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE POLICE DEPARTMENT. 9. ACCESS TO THE SITE WILL BE VIA FOUNTAINS WEST BLVD. TO DESERT CANDLE DR. 10. THE PROJECT ROADS WILL BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF OCOOE. THE ROAD WILL BE CONSTRUCTED CONSISTENT WITH THE CITY OF OCOEE STANDARDS AND DEDICATED AT THE CITY AT THE TIME OF FINAL PLAT. 11. COMMON OPENSPACE, RECREA1ION AREA, AND LANDSCAPE BUFFERS SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. LEGAL INSTRUMENT FOR HOA MANAGEMENT WILL BE ESTABLISHED BY THE DEVELOPER. 12. AT THE TIME OF DEVELOPMENT, THE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR DEVELOPMENT, SHALL COMPLY WITH ALL CITY REGULA11ONS AND ORDINANCES IN EFFECT AT THE TIME OF FINAL SUBDIVISION PLAN APPROVAL 13. FINAL DEVELOPMENT ORDERS OR PERMITS MAY BE ISSUED ONLY UPON FINDING BY THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE CONCURRENT WITH THE IMPACTS OF THE DEVELOPMENT. 14. A HOMEOWNER ASSOCIATION WILL BE CREATED TO PROVIDE FOR THE MANAGEMENT OF COMMON AREAS AND FACILITIES INCLUDING STORMWATER MANAGEMENT AREAS AS REQUIRED BY THE CITY OF OCOEE LDC. 15. THE PROJECT CONSISTS OF SINGLE-FAMILY DWELLINGS CONSTRUCTED AS 2-STORY, CONNECTED-TOWNHOME UNITS WITH ZERO FEET BETWEEN BUILDINGS. UNITS WILL BE CONSTRUCTED IN EITHER 4 OR 6-UNIT GROUPINGS. EACH BUILDING WILL BE SPRINKLED WITH AN NFPA 13D OR 13R SYSTEM. 16. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH CITY OF OCOEE LAND DEVELOPMENT CODE. A STREET LIGHTING PLAN, INCLUDING STREET LIGHT ASSEMBLY DETAILS, SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION OF STREET LIGHTING. 17. NO WORK SHALL BE PERFORMED WITHIN THE WEST ORANGE TRAIL PROPERTY UNTIL ACCESS EASEMENTS HAVE BEEN APPROVED BY ORANGE COUNTY BCC. 70' UTILITY EASEMENT TO ORANGE COUNTY UTILITIES 10' I 50' RIGHT-OF-WAY I 10' UTILITY UTILITY EASEMENT 25' 25' I EASEMENT 1 5' 6' 12' 12' 2' 6' 5' it 1 ( SIDEWALK SOD DRIVE LANE DRIVE LANE SOD SIDEWALK PARKWAY w PARKWAY 1 2' MIAMI CURB ( 1 FDOT INDEX NO. 300 2% MAX 2% TYP � 2% TYP. 2% MAX µ► .,,,.0 *A,- 2% TYP. 2% TYP. w f,�, fn. 4" THICK TYPE SP-9.5 ASPHALT STABILIZED SUBGRADE SIDEWALK STRUCTURAL COURSE LIMEROCK OR CRUSHED CONCRETE BASE TYPICAL 50' RIGHT OF WAY SECTION NOT TO SCALE U,,11111114, m kyj role I N N MAI 111F.W21 Ke I A WIsm no CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Z Q O J n LL Li w O L.L w I-)Z O 0 rrnn VJ O � U m� W 0 O Q z_ o U rn V� � LLJ O Z Q rK O i CO V!y a HW� � � M (n J o � o U LO J 0 M LO Q c\ G 22012 04/26/22 F 1"= 30' Y: JAS JAS BY: BSB T11LE PROPOSED CONNECTION 'A —_ - NM WM OPOSED MITERED D SECTION (TYP.) '\ 1. PLANS SHALL BE IN ACCORDANCE W/ THE 6TH EDITION OF THE / \ FLORIDA FIRE PREVENTION CODE; NFPA 101, 2015 EDITION; NFPA / / \ 1, 2015 EDITION; NFPA 14, 2013 EDITION; NFPA 24, 2013 \ EDITION; NFPA 13, 2013 EDITION. \ / / 2. NEW FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE W/ ti NFPA 291 BASED ON ACTUAL FLOW TESTS WITNESSED BY THE FIRE INSPECTOR: 2.1. THE BARREL OF A PUBLIC HYDRANT SHALL BE SILVER, AND THE BARREL OF A PRIVATE HYDRANT SHALL BE / CHROME YELLOW; \ 2.2. THE TOP AND CAPS OF THE HYDRANT SHALL BE PAINTED ACCORDING TO THE AVAILABLE FIRE FLOW AS W \ �\ / FOLLOWS: 2.2.1. HYDRANTS FLOWING 1500 GPM OR GREATER: LIGHT BLUE. 2.2.2. HYDRANTS FLOWING 1000-1499 GPM: GREEN. 2.2.3. HYDRANTS FLOWING 500 999 GPM: ORANGE. 2.2.4. HYDRANTS FLOWING 499 GPM OR LESS: RED. A) 36" CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS EXCEPT AS OTHERWISE AQUIRED OR APPROVED. "PER (NFPA 1, FFPC 6TH ED.-18.5.7.1) B) A CLEAR SPACE OF NOT LESS THAN 60" SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A - DIAMETER GREATER THAN 2.5". "PER (NFPA 1, FFPC 6TH ED.-18.5.7.2) NOTES: 1. FIRE FLOW REQUIREMENTS FOR BUILDINGS SHALL BE IN ACCORDANCE W/ NFPA 1 SECTION 18.4 2. FIRE HYDRANT LOCATIONS AND DISTRIBUTION SHALL FOLLOW NFPA 1, APPENDIX I. 3. FIRE HYDRANT LOCATIONS SHALL BE IDENTIFIED BY A BLUE REFLECTIVE PAVEMENT MARKER. (NFPA 1, CHAPTER 18.5.7) 4. NEEDED FIRE FLOW FOR SINGLE FAMILY DWELLINGS SHALL BE AS FOLLOWS: HOMES 5,000 SF OR LESS SHALL PROVIDE 1,000 GPM FOR 1 HOUR, HOMES EXCEEDING 5,000 SF SHALL PROVIDE FIRE FLOW IN ACCORDANCE W/ TABLE 18.4.5.1.2 OF NFPA 1 (FFPC 2012). FH FIRE HYDRANT CLEARANCE DETAIL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 VERTICAL SEPARATION JOINT HAZARD HORIZONTAL SEPARATION WATER ABOVE WATER BELOW SPACING STORM SEWER 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 121N PREF, 61N MIN 121N MIN 6FT MIN 61N ABOVE GRAVITY SANITARY SEWER. SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE NONE NOW r role I N N MAI6 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629— 8330 Z a Q Ill � R W w w 00 U O V Q OL. LL- O 0 z 0 Q a �cc:IL 0 0 Q J � Q a z � � Q z a0 W � _ W U z Q IL ry 0 0 V! a HW� � a_ M (n J U � J O M G 22012 04 / 26 / 22 FDRAWN 1 = 30 Y: JAS JASBY: BSB a_ O M N N O N N N C ORANGE COUNTY FIRE TRUCK VEHICLE PROFILE (TYP.) VEHICLE DRIVE PATH (TYP.) m 46 47 48 m bo L0 I TURN RADIUS TEMPLATE N.T.S. 31.58' L7.7' 15.67' ORANGE COUNTY PUMPER #80323 OVERALL LENGTH: 31.58' TRACK WIDTH: 8.33' LOCK -TO -LOCK TIME: 6 SEC MAX STEERING ANGLE: 31.80° FIRE TRUCK VEHICLE PROFILE N.T.S. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. m kyj role I Ell N MAI 61F.M.12 Ke Eno CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629— 8330 z Q Q Jw w 0 IL W 0 " z 0 0ry LL- 0 a � �0 Uh U Q J U �L Q z w O U > U)W U z ry O 00 �LQ QLr) H � 0- M N J oLL o� U � J O M G . . o©©o©o111110 JOB # 22012 DATE: 04 / 26 / 22 SCALE: " = 130' DESIGNED BY: JAS DRAWN BY: JAS APPROVED BY: BSB "11 i i I I UNIT 2 UNIT 1 UNIT 2 UNIT 2 (MIRROR) FRONT ELEVATION SCALE:: 3/1/o = P-O" UNIT 2 UNIT 1 (MIRROR) (MIRROR) REAR ELEVATION SCALE:: 3/1ro = 1'-0" N15N (TYR) GEMENTIOU5 i A5TM G296 (TYP) 'ENEER 6 ROOF MENTIOU5 5TM C296 (TYP) =ER Hartizen H 0 M E S SIDE ELEVATION(TYP.) SCALE: 3/1/o = V-0" 71DING ImI ALES ROOF 2E CEMENTIOUS dG ASTM C296 (TYP) VENEER ORDINANCE NO. 2022- (Annexation Ordinance for 2199 West Road — Isaak Malka Property) TAX PARCEL ID: 05-22-28-0000-00-029 CASE NO. AX-04-22-24: 2199 West Road — Isaak Malka Property Annexation AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, ANNEXING INTO THE CORPORATE LIMITS OF THE CITY OF OCOEE, FLORIDA, CERTAIN REAL PROPERTIES CONTAINING APPROXIMATELY 5.08 ACRES LOCATED SOUTH AND WEST OF DESERT CANDLE DRIVE, EAST OF THE WEST ORANGE TRAIL AND NORTH OF THE WEST ROAD UNIMPROVED RIGHT-OF-WAY APPROXIMATELY 200 FEET NORTH OF SR 429; FINDING SAID ANNEXATION TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN, THE OCOEE CITY CODE AND THE JOINT PLANNING AREA AGREEMENT; PROVIDING FOR AND AUTHORIZING THE UPDATING OF OFFICIAL CITY MAPS; PROVIDING DIRECTION TO THE CITY CLERK; PROVIDING FOR SEVERABILITY; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to Section 171.044, Florida Statutes, the owner of certain real properties located in unincorporated Orange County, Florida, as hereinafter described, has petitioned the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to annex approximately 5.08 acres of property, as more particularly described in Exhibit "A" attached hereto, into the corporate limits of the City of Ocoee, Florida; and WHEREAS, the Ocoee City Commission has determined that said petition bears the signatures of all owners of the real property proposed to be annexed into the corporate limits of the City of Ocoee, Florida; and WHEREAS, notice of the proposed annexation has been published pursuant to the requirements of Section 171.044 (2) , Florida Statutes, and Section 5-9 (E) of Article V of the Land Development Code of the City of Ocoee (the "Code"); and WHEREAS, on July 12, 2022, the Planning and Zoning Commission of the City of Ocoee, Florida, reviewed the proposed annexation and found it to be consistent with the Ocoee Comprehensive Plan, to comply with all applicable requirements of the Ocoee City Code, and to be in the best interest of the City of Ocoee and has recommended to the Ocoee City Commission that it approve said annexation petition; and WHEREAS, the Ocoee City Commission has the authority, pursuant to Section 171.044, Florida Statutes, to annex said real property into its corporate limits upon petition of the owners of said real property; and WHEREAS, the Ocoee City Commission is desirous of annexing and redefining the boundary lines of the City of Ocoee, Florida, to include said real property. NOW THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: Section 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida, Chapters 166 and 171, Florida Statutes, and Section C-7 of Article 1 of the Charter of the City of Ocoee, Florida. Section 2. PETITION. The Ocoee City Commission hereby finds that the petition to annex certain lands, as hereinafter described, into the corporate limits of the City of Ocoee, Florida, bears the signatures of all owners of the real property proposed to be annexed into the corporate limits of the City of Ocoee, Florida. Section 3. ANNEXATION. The following described real property located in unincorporated Orange County, Florida, is hereby annexed into the corporate limits of the City of Ocoee, Florida: SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF Section 4. MAP. A map of said land herein described which clearly shows the annexed area is attached hereto as EXHIBIT `B" and by this reference is made a part hereof. Section 5. CONSISTENCY FINDING. The Ocoee City Commission hereby finds that the annexation of said land herein described is consistent with the Ocoee Comprehensive Plan, as amended, and meets all of the requirements for annexation set forth in the Ocoee Comprehensive Plan, and the Ocoee City Code. Section 6. CORPORATE LIMITS. The corporate territorial limits of the City of Ocoee, Florida, are hereby redefined to include said land herein described and annexed. Section 7. OFFICIAL MAPS. The City Clerk is hereby authorized to update and supplement official City maps of the City of Ocoee, Florida, to include said land herein described and annexed. Section 8. LIABILITY. The land herein described and future inhabitants of said land herein described shall be liable for all debts and obligations and be subject to all species of taxation, laws, ordinances, and regulations of the City of Ocoee, Florida, and be entitled to the same privileges and benefits as other areas of the City of Ocoee, Florida. Section 9. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. Section 10. CONFLICTING ORDINANCES. All ordinances or parts of ordinances in conflict herewith are hereby repealed. Section 11. EFFECTIVE DATE. This Ordinance shall become effective upon passage and adoption. Thereafter, the City Clerk is hereby directed to file a certified copy of this Ordinance with the Clerk of the Circuit Court for Orange County, Florida, the Chief Administrative Officer of Orange County, Florida, and with the Florida Department of State within seven (7) days from the effective date. PASSED AND ADOPTED this ATTEST: Melanie Sibbitt, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 2022 SHUFFIELD, LOWMAN & WILSON, P.A. City Attorney day of , 2022. APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor ADVERTISED AND READ FIRST TIME , 2022 READ SECOND TIME AND ADOPTED , 2022, UNDER AGENDA ITEM NO. EXHIBIT "A" LEGAL DESCRIPTION PARCEL ID NO.: 05-22-28-0000-00-029 BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89016'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING AND MING AND BEING IN ORANGE COUNTY, FLORIDA. EXHIBIT `B" Location w West RM d"t, "kA7 Of IN �jiin�n+ii�+✓n�lM r/,lfOF 07���a „r rd z i ' ........ .. _ . _.__.. ORDINANCE NO. 2022- (Small-Scale CPA — Isaak Malka Property) TAX PARCEL ID: 05-22-28-0000-00-029 CASE NO. CPA-2022-003: Isaak Malka Property Small -Scale Comprehensive Plan Amendment AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, AMENDING THE CITY OF OCOEE COMPREHENSIVE PLAN AS ADOPTED IN 1991, AS AMENDED; AMENDING THE FUTURE LAND USE MAP OF THE OCOEE COMPREHENSIVE PLAN TO CHANGE THE FUTURE LAND USE MAP DESIGNATION FROM LOW DENSITY RESIDENTIAL TO HIGH DENSITY RESIDENTIAL FOR CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 5.08 ACRES LOCATED SOUTH AND WEST OF DESERT CANDLE DRIVE, EAST OF THE WEST ORANGE TRAIL AND NORTH OF THE WEST ROAD UNIMPROVED RIGHT-OF- WAY APPROXIMATELY 200 FEET NORTH OF SR 429; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY FUTURE LAND USE MAP; REPEALING CONFLICTING ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Commission of the City of Ocoee (the "Ocoee City Commission") has adopted the City's Comprehensive Plan (the "Ocoee Comprehensive Plan") by Ordinance No. 91-28 on September 18, 1991 pursuant to Chapter 163, Part 11, Florida Statutes, the Growth Policy Act (the "Act") ; and WHEREAS, Chapter 163, Part 11, Florida Statutes, sets forth procedures and requirements for a local government to adopt a comprehensive plan and amendments thereto; and WHEREAS, the owner (the "Applicant") of certain real property located within the corporate limits of the City of Ocoee, Florida, assigned tax parcel identification number 05-22-28- 0000-00-029, more particularly described in Exhibit "A" and depicted in Exhibit `B", has submitted an application to the Ocoee City Commission to amend the Comprehensive Plan Future Land Use designation (the "Comprehensive Plan Amendment") of said real property from Low Density Residential to High Density Residential; and WHEREAS, pursuant to Section 5-9(C) of Article V of the Land Development Code of the City of Ocoee, Florida, the Development Services Director has reviewed said Comprehensive Plan Amendment application and determined that said Comprehensive Plan Amendment is consistent with the Ocoee Comprehensive Plan, as amended from time to time; and WHEREAS, pursuant to Section 163.3174 (4) (a) , Florida Statutes, the City's Local Planning Agency (LPA) conducted a publicly noticed and advertised public hearing on Tuesday, July 12, 2022, to consider and make recommendation of said proposed Comprehensive Plan Amendment; and WHEREAS, pursuant to Section 163.3184(11), Florida Statutes, on Tuesday, October 4, 2022, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Comprehensive Plan Amendment and determined, after consideration of public comments, that the proposed Comprehensive Plan Amendment is consistent with the Ocoee Comprehensive Plan. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. RECITALS. The foregoing recitals are hereby ratified and confirmed as true and correct and incorporated herein by this reference. SECTION 2. AUTHORITY. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 3. COMPREHENSIVE PLAN AMENDMENT. The Future Land Use Map within the Future Land Use Element of the Ocoee Comprehensive Plan is hereby amended to change the future land use designation of the Subject Property, as particularly described in Exhibit "A" and depicted in Exhibit "B", from Low Density Residential (LDR) to High Density Residential (HDR). SECTION 4. COMPREHENSIVE PLAN. The City Clerk is hereby authorized and directed to revise the adopted Future Land Use Map of the City of Ocoee in order to incorporate the Comprehensive Plan Amendment enacted by this Ordinance. SECTION 5. CONFLICTING ORDINANCES. All ordinances or parts of ordinances in conflict herewith are hereby repealed and rescinded. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective thirty-one (31) days after adoption, unless challenged prior to that date pursuant to Section 163.3187(5), Florida Statutes. PASSED AND ADOPTED this day of _ 2022. Space intentionally left blank ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Melanie Sibbitt, City Clerk Rusty Johnson, Mayor (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2022. SHUFFIELD LOWMAN & WILSON, P.A. LIM City Attorney ADVERTISED 2022 READ FIRST TIME 2022. READ SECOND TIME AND ADOPTED , 2022. UNDER AGENDA ITEM NO. EXHIBIT "A" LEGAL DESCRIPTION PARCEL ID NO.: 05-22-28-0000-00-029 BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89016'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING AND MING AND BEING IN ORANGE COUNTY, FLORIDA. EXHIBIT `B" ORDINANCE NO. 2022- (Rezoning Ordinance for 2199 West Rd — Isaak Malka Property) TAX PARCEL ID: 05-22-28-0000-00-029 CASE NO. RZ-22-04-37: 2199 West Rd — Isaak Malka Property Rezoing AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM ORANGE COUNTY A-1 (CITRUS RURAL DISTRICT) TO CITY OF OCOEE PUD (PLANNED UNIT DEVELOPMENT DISTRICT) ON CERTAIN REAL PROPERTIES CONTAINING APPROXIMATELY 5.08 ACRES LOCATED SOUTH AND WEST OF DESERT CANDLE DRIVE, EAST OF THE WEST ORANGE TRAIL AND NORTH OF THE WEST ROAD UNIMPROVED RIGHT-OF- WAY APPROXIMATELY 200 FEET NORTH OF SR 429; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owner (the "Applicant") of certain real properties located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, has submitted an application to the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to rezone said real property (the "Rezoning") ; and WHEREAS, the Applicant seeks to rezone certain real properties containing approximately 5.08 acres, more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof, from Orange County A-1 to City of Ocoee PUD; and WHEREAS, pursuant to Section 5-9(B) of Article V of the Land Development Code of the City of Ocoee, Florida (the "Ocoee City Code"), the City Development Services Director has reviewed said Rezoning application and determined that the Rezoning is consistent with the City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended (the "Ocoee Comprehensive Plan"); and WHEREAS, said Rezoning application was scheduled for review and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the "Planning and Zoning Commission"), acting as the Local Planning Agency; and WHEREAS, on July 12, 2022, the Planning and Zoning Commission held a public hearing and reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan and is in the best interest of the City, and recommended to the Ocoee City Commission that the zoning classification of said real property be rezoned as requested by the Applicant and that the Ocoee City Commission find that the Rezoning requested by the Applicant to be consistent with the Ocoee Comprehensive Plan; and WHEREAS, on October 4, 2022, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Rezoning of said real property and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3) (a), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City Code, of the Properties described in Exhibit "A" containing approximately 5.08 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from Orange County A-1 to City of Ocoee PUD. A map of said land herein described which clearly shows the area of the Rezoning is attached hereto as Exhibit `B" and by this reference is made a part hereof. SECTION 3. COMPREHENSIVE PLAN. The Ocoee City Commission hereby finds the Rezoning of the lands described in this Ordinance to be consistent with the Ocoee Comprehensive Plan. SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted by this Ordinance, and the Mayor and City Clerk are hereby authorized to execute said revised Official Zoning Map in accordance with the provisions of Section 5-1(G) of Article V of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. All ordinances or parts of ordinances in conflict herewith are hereby repealed and rescinded. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this day of 2022. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Melanie Sibbitt, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2022. SHUFFIELD LOWMAN & WILSON, P.A. City Attorney Rusty Johnson, Mayor ADVERTISED 2022 READ FIRST TIME 2022. READ SECOND TIME AND ADOPTED , 2022. UNDER AGENDA ITEM NO. EXHIBIT "A" LEGAL DESCRIPTION PARCEL ID NO.: 05-22-28-0000-00-029 BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89016'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING AND MING AND BEING IN ORANGE COUNTY, FLORIDA. EXHIBIT `B" Location w West RM d"t, "kA7 Of IN �jiin�n+ii�+✓n�lM r/,lfOF 07���a „r rd z i ' ........ .. _ . _.__.. ITEM NUMBER IV. C. NEW BUSINESS (PUBLIC HEARING) MIXED USE AT FULLERS CROSS ROAD & OCOEE APOPKA ROAD 1. LARGE SCALE PRELIMINARY SITE PLAN (LS-2022-003) MrcImc llk'lusly Johnson Cj to X:. I' ,111 llk'loheu-1 Fnnn k STAFF REPORT TO: The Planning and Zoning Commission (,anlnnnnnss�'01101'S. a . L,11-u-y l l-n'Tl ,annn, Sl-,, 1.�is(1.4,( I 11"osmu -y Van➢sen, I nb,lu 41 l ,01,1u-il k"nu��nln� u, N'sti-4;l 8 FROM: Michael Rumer, Development Services Director DATE: July 12, 2022 SUBJECT: Mixed Use at Fullers Cross Road & Ocoee Apopka (Tract 9&47 of Ocoee Crown Point PUD) Preliminary Site Plan for GPK Investments (Applicant) Project # LS-2022-003 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for the Mixed Use at Fullers Cross Road & Ocoee Apopka? BACKGROUND / DISCUSSION: On October 12, 2020, the City of Ocoee and GPK Investments entered an Agreement to purchase 17.96 acres of land within the Ocoee Crown Point PUD. On February 25, 2021, the City Commission amended the purchase agreement to permit Multi -family Residential as a permitted use. The subject property is located on the northeast corner of Ocoee Apopka Road and Fullers Cross Road. The parcel number for this project are 06-22-28-0000-00-0056. GPK Investments is proposing to construct a mixed -use development with a total of 330 apartment units and 15,000 square feet of retail. The multi -family portion will consist of three (3) units, with Building 1 consists of 4 stories and 186 units. Building 2 consists of 5-stories and 72 units with tuck -under parking, and Building 3 consists of 5 stories and 72 units with tuck -under parking. The retail portion is made up of two 7,500-square-foot buildings with a minimum front setback to Fullers Cross Road and Ocoee Apopka Road. Three (3) stormwater ponds are provided on -site. The project lies within the Crown Point PUD and is zoned "Planned Unit Development" (PUD). The Future Land Use designation for the subject site is "Commercial". The table below references the future land uses, jurisdiction, zoning classifications, and existing land use of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North N/A N/A Central Florida Expressway 429 East Low Density Residential City of Ocoee R-1A Glad Tidings Church South Low Density Residential City of Ocoee (PUD) AKA Eagle Creek Vacant Residential West Commercial City of Ocoee (PUD) Commercial Vacant Undeveloped Land The Planning and Zoning Commission Meeting Date: July 12, 2022 Page 2 of 2 Transportation: The current approved use of the parcel (Tract 9) is for 139,500 square feet of retail with multi- family as an option. The approved trips associated with retail under 150k is 37.01 trips per 1,000 square feet gross lease area or 5,163 trips. Although the proposed development is significantly less than what is approved, the applicant submitted a traffic impact analysis (Fuller's Cross Apartments (TIA) on January 19, 2022. The traffic study was performed in accordance with City of Ocoee requirements and a discussion with the City's transportation consultant on the methodology. According to the traffic analysis, which was for 15k of retail and 320 (now 330) Apartments, the proposed development will generate an estimated 1,842 new external trips per weekday. The project is served by three (3) entrance points: 1) Full access on Fullers Cross Road that utilizes cross access with the existing Glad Tidings Church. The applicant and the Church are still working on the final design of the cross -access. 2) A right in right out on Ocoee Apopka Road about midway north of the intersection of Ocoee Apopka Road and Fullers Cross Road. The access is primarily for retail users. 3) Full access on the project's north side on Ocoee Apopka Road. The entrances into the apartments will be gated and will be provided with a vehicle turn around before the gates. Utilities: The project will connect to a 12" Water Main located on the north side of Fullers Cross Road. Sewer will be provided by an easterly run of 2,600 to an 8" stub out on the north side of Fullers Cross Road and west of N. Lakewood Ave. Stormwater Retention: Stormwater retention will be provided onsite via three (3) retention ponds. The Lake Apopka rule, which limits the Maximum Daily Load for Total Phosphorus, is in effect for this property. Architectural Design: The architectural elevations provided indicate the buildings will have three (3) architecture types. The retail with the reduced setbacks to Ocoee Apopka Road and Fullers Cross Road has a modern architectural type. The multifamily Buildings are mixture of light modern, and neoclassical. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on July 5, 2022, and reviewed the Preliminary Site Plan for The Mixed Use at Ocoee Apopka and Fullers Cross Road. There were several issues to be addressed by city staff that was identified in written staff comments and/or presented verbally. There was some discussion on utilities cross access driveway with Glad Tidings Church. When the discussion was finished, the DRC voted to recommend approval of the Preliminary Site Plan, subject to the resolution of all staff comments. STAFF RECOMMENDATION: Staff supports the Preliminary Site Plan for The Mixed Use at Fullers Cross Road and Ocoee Apopka, subject to resolving staff comments before the City Commission meeting. Attachments: Location Map; Surrounding Zoning Map; Aerial Map; Preliminary Site Plan for Mixed Use at Fullers Cross Road & Ocoee Apopka; Building elevations; Crown Point PUD Land Use Plan Mixed Use at Fullers Cross Road (Crown Point PUD) Large Scale Preliminary Site Plan I Ar��ate NN 1-11NIVAlIvIED A NA L West Road NV Skate�,Oa Cross Road a) a) 0 0 a?): -61 D Mixed Use on Fullers Cross Road (Crown Point PUD) Surrounding Zoning Map Development Services Department 0 137.5 275 550 Feet Created: July 1, 2022 QSubject Prope rty 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) S 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 (1-2) Commercial (PU D) ar�s: Low Density (PUD) Medium Density (PUD) =High Density (PUD) Public Use (PUD) Unclassified . nisi 9 u mori l of ns, � 4 k t LI T ) NSr .ES 6 t [a el ON% 446 NTS 41 SITE -- Rd CID mm� O 2022 Microsoft Corporation O 2021 TomTom CITY OF OCOEE UTILITIES ATTN: T'JEAN TOMLINSON 1800 AD MIMS RD OCOEE, FL 34761 PHONE: (407) 554-7238 anwFR- 3 Basinger tine sand, frequently ponded, 0 to 1 percent slopes 20 Immokalee tine sand 44 Smyrna -Smyrna, wet, fine sand, 0 to 2 percent slopes TRAFFIC/ FIBER: ORANGE COUNTY PUBLIC WORKS ATTN: MATTHEW SHIPLEY 4200 S JOHN YOUNG PKWY ORLANDO, FL 32839 PHONE: (407) 836-7814 TFI FC nM- DUKE ENERGY CENTRAL FLORIDA EXPRESSWAY ATTN: DUKE'S CUSTOMER SERVICE AUTHORITY 1150 GREENWOOD BLVD ATTN: WILL HAWTHORNE LAKE MARY, FL 32746 4974 ORL TOWER RD PHONE: (407) 629-1010 ORLANDO, FL 32807 PHONE: (407) 690-5337 GAS: LAKE APOPKA NATURAL GAS DISTRICT ATTN: PATRICK NGUYEN 1320 WINTER GARDEN VINELND WINTER PARK, FL 34787 PHONE: (407) 656-2734 BOUNDARY AND TOPOGRAPHIC SURVEY CENTURYLINK ATTN: BILL MCCLOUD 1325 BLAIRSTONE RD RM 113 TALLAHASSEE, FL 32301 PHONE: (850) 599-1444 DUKE ENERGY ATTN: MARK HURST 299 1ST AVE N PEF10-4 ST PETERSBURG, FL 33701 PHONE: (727) 820-5208 CHARTER COMMUNICATIONS ATTN: JOHN SMITH 3767 ALL AMERICAN BLVD ORLANDO, FL 32810 PHONE: (407) 532-8520 AT & T/ DISTRIBUTION ATTN: DINO FARRUGGIO 6628 LAKESIDE ROAD WEST PALM BEACH, FL 33411 PHONE: (561) 683-2729 INFORMATION TAKEN FROM "BOUNDARY, TOPOGRAPHIC AND TREE SURVEY" FOR "FULLERS CROSS 18 ACRE SITE" PREPARED BY JAMES L. RICKMAN, PSM, OF ALLAN & COMPANY DATED 6/24/21 & REVISED 1/7/22. LAR ffil C',ILEPRELIMI UAR &SI1,1 PLA SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST OCOEE, FLORIDA `"" CIVIL ENGINEERING LAND PLANNING TRAFFIC/TRANSPORTATION SURVEYING GIS NIINN is ig 110�00 i CIVIL/TRAFFIC ENGINEER: AVID GROUP, LLC ATTN: CHARLIE POTTER, PE 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 E-MAIL: charlie.potter@avidgroup.com PLANNER: AVID GROUP, LLC ATTN: PETER PENSA, AICP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 E-MAIL: peter.pensa@avidgroup.com SURVEYOR: ALLAN & COMPANY ATTN: JIM CALLAN 16 EAST PLANT STREET WINTER GARDEN, FL 34787 PHONE: (407) 654-5355 EMAIL: jcallan@alien-company.com LANDSCAPE ARCHITECT: CJM DESIGNS, LLC ATTN: CATHERINE MORAHAN, RLA 3333 SAN PEDRO STREET CLEARWATER, FLORIDA 33759 PHONE: (727) 430-5038 EMAIL: cmorahan@verizon.net GEOTECHNICAL ENGINEER: ECS FLORIDA, LLC ATTN: TAYLOR MCDADE 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FL 32809 PHONE: (407) 859-8378 EMAIL: tmcdade@ecslimited.com ARCHITECT: NAME ATTN: ADDRESS CITY, STATE ZIP PHONE: ( ) EMAIL: • Oar e • F.11M1111 ' • WAIVERS: 1. CODE SECTION 6-14.C(1)(A)(V): TO REDUCE THE REQUIRED FRONT BUILDING SETBACK FROM 25 FEET TO 15 FEET (10 FT REDUCTION). 3. CODE SECTION 6-14.C(1)(a)(v): TO REDUCE THE REQUIRED NUMBER OF PARKING SPACES FROM 2.25 PER UNIT TO 1.5 PER UNIT (0.75 PER UNIT REDUCTION). 4. OCOEE CROWN POINT P.U.D.: TO INCREASE THE ALLOWABLE BUILDING HEIGHT FROM 35 FT TO 75 FT (5 STORIES) (40 FT INCREASE). 0 WN NO I I I N1 I 1 COVER SHEET 2 PRELIMINARY SITE PLAN 3 OFFSITE FORCEMAIN PLAN .00 A PARCEL OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 6, T22S, R28E, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 6; THENCE N89043'59"E ALONG THE SOUTH LINE OF THE SW 1/4 OF SAID SECTION 6, 2668.19 FEET TO THE SOUTHEAST CORNER OF THE SW 1/4 OF SAID SECTION 6; THENCE LEAVING THE SOUTH OF THE SW 1/4 OF SAID SECTION 6, N00148'23"W ALONG THE EAST LINE OF THE SW 1/4 OF SAID SECTION 6, A DISTANCE OF 30.01 FEET TO THE POINT OF BEGINNING; THENCE LEAVING THE EAST LINE OF THE SW 1/4 OF SAID SECTION 6, S89043'59"W ALONG THE NORTHERLY RIGHT OF WAY LINE OF FULLERS CROSS ROAD, A DISTANCE OF 742.01 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF OCOEE APOPKA ROAD (ALSO KNOWN AS COUNTY ROAD 437, 60.00-FOOT RIGHT OF WAY); THENCE LEAVING THE NORTHERLY RIGHT OF WAY LINE OF SAID FULLERS CROSS ROAD, N05°41'10"W ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID OCOEE APOPKA ROAD, 782.14 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF THE WESTERN BELTWAY (ALSO KNOWN AS STATE ROAD 429, 365.00-FOOT RIGHT OF WAY); THENCE LEAVING THE EASTERLY RIGHT OF WAY LINE OF SAID OCOEE APOPKA ROAD, NORTHEASTERLY ALONG A NON -TANGENT CURVE TO THE RIGHT, BEING ALSO ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY, AN ARC DISTANCE OF 415.75 FEET (SAID CURVE HAVING A RADIUS OF 2699.79 FEET, A DELTA ANGLE OF 8049'24", AND A CHORD BEARING AND DISTANCE OF N62040'24"E, 415.34 FEET) TO A POINT ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY; THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY, N67°05'10"E A DISTANCE OF 507.07 FEET TO A POINT ON THE EAST LINE OF THE SW 1/4 OF SAID SECTION 6; THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY S00048'23"W, ALONG THE EAST LINE OF THE SW 1/4 OF SAID SECTION 6, A DISTANCE OF 1163.02 FEET TO THE POINT OF BEGINNING. I Nil WIT1101 PROPERTY OWNER: CITY OF OCOEE 150 N LAKESHORE DR OCOEE, FL 34761-2223 PROPERTY LOCATION: FULLERS CROSS RD OCOEE, FL 34761 PROPERTY PARCEL I.D. NUMBER: 06-22-28-0000-00-056 PROPERTY USE: USE: PROPERTY ZONING: EXISTING: PUD PROPOPSED: PUD FUTURE LAND USE: COMMERCIAL BUILDING SETBACK REQUIREMENTS: NORTH (WESTERN BELTWAY): 75 FT SOUTH (FULLERS CROSS RD): 15 FT EAST (CHURCH): 0 FT WEST (OCOEE-APOPKA RD): 25 FT EXISTING PROPOSED VACANT MIXED USE MAXIMUM BUILDING HEIGHT: ALLOWED PROPOSED HEIGHT: 35 FT 75 FT (5 STORIES MAX.) (COMMERCIAL) FLOOD ZONE: SUBJECT PROPERTY LIES WITHIN FLOOD ZONES "AH" (EL 108 NAVD) & "X" PER PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPS COMMUNITY PANEL NUMBERS 12095C 0210F, DATED 9/25/09. THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. MIXED USE @ FULLERS CROSS RD & OCOEE APOPKA RD AVID GROUP JOB # 3386-004 DATE: 7/7/2022 11■11■11� Z na w cn w s F X,__*_1 I 296kpp 1+01 r I �� I 95xpp� r / N I i i II X co i I 5F, I-Lp,LxbO I R=2699.79' L=415.75'"�� f d=8'49'24" ow� x0 CH=415.34' wN, ps� CB=N62'40'37"E �q+pa.�.'� t N I SITE BENCHMARK o o\ SET IRON RCMP CAS o LB 7153 (TRAY°) ti ELEVATION=109.44' ,00,� X I I (NAVD 88) / / a� m ON + JTTT7077 RAIL N + o CITY OF OCOEE PARCEL. ID: 06-22-28-0000-00-056 O.R.B. 6180, P.G. 3963, PARCEL 5 28-22-06-0000-00-055 ZONING: COMMERCIAL (PUD) O JW J o��� O BOA 0rj �o =1V2I'llil I. IIloll 101 101 1101111uI I PARKING @�7-15-15° E ACES PI k N I l ,I I l l l l f t®� iT EXIT ONLY G. TE Nos DOG PART" / / 6 CAR GARAGE o •E— Lei O UTUTToFFFF lNV=108..02 1 OP NWII Vf 10 8,58 8 CAR GARAGE I - I b� RE1tNRON PtM'O i in i.. i Dr-1 OF WATR lol 1011 I ° }t�Ht�+�i�tl I I lol I I IF) n1�1111°l I L o BUILDING o' (5-STORIES) 72 UNITS IT; 53 ACRES 7,500 SF �I \ C f/MERCIAL Ms TEff � L :: 4- ti 28-22-07-0000-00-071 ZONING: COMMERCIAL (PUD) DARYL M. CARTER TRUST I` PARCEL. ID:07-22-28-0000-00-071 I` O.R.B. 7497, P.G. 4701 I T - \ 25' LANDSCAPE --- o------ Ln- - - - - - - - - - - BUFFER --_` _ - �� ----..._ --- •-- ,...- ---- r_�GHT'OF-- °. - n ..n _. - 20' R.O.W. DEDICATION h S89'44'05"W 742.27' __ --_ _ __ _ _ ____----- ---- ___--- ~ ----- _ 65+00 66+00 67+00 90 8+00 co Ln — ._.. � -. -c — — w__ n.. HEAD kAt z o 0Vl==f .74-,/// 28-22-07-0000-00-001 ZONING: LOW DENSITY (PUD) CHEVRON LAND .AND DEVELOPMENT CO PARCEL ID:07-22-28-0000-00-001 O.R.F. 8386, P.G. 3045 DEVELOPMENT CO 28-0000-00-001 70 00� W LEGEND ADA ACCESSIBLE PARKING SITE BOUNDARY LINE - CENTER LINE OF ROAD — — RIGHT-OF-WAY LINE PROPOSED CURB EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT TYP TYPICAL S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET PARKING INFO: APARTMENTS 330 UNITS TOTAL 2.25 SP / UNIT = 743 SPACES REQUIRED 570 SURFACE PARKING SPACES PROVIDED 22 GARAGE SPACES PROVIDED 66 SPACES BELOW BUILDINGS PROVIDED 658 TOTAL SPACES PROVIDED 2.00 PARKING SAPCES / UNIT (2.25 REQ) COMMERCIAL 15,000 SF TOTAL 1 SP / 200 = 75 SPACES REQUIRED 93 PARKING SPACES PROVIDED 6.2 /1,000 PARKING RATIO (5 SP/1,000 REQ) IIIIIIII� W a C) cl�iu> .V) 0ZV) J a Ln zcn 6Y W d' cV - �CCwwOom 0 O O > Z) Ln < i Ln Lu Z O l0 \ z00 0ZLu0 i° � � *t cr aao U E3 M uj a a o 0 5gtU455SRhililiilPMB-FIT�p e NO. 84516 STATE OF + 07/07/2022 &/oNA L. h%Ii90um POND 3POND 1DOGPARKGATE CLUB /LEASINGBUILDING 2(5-STORIES)72 UNITSGATEGATE2.53 ACRESCOMMERCIAL7,500 SF93 PARKINGSPACES7,500 SFPOND 2GATEONLYEXIT8 CAR GARAGE6 CAR GARAGE8 CAR GARAGEBUILDING 2(5-STORIES)72 UNITSS 3B 2B 1B 3B 2B 3B S 1B 1B 2B 2B 3B 2B 1B 2B 2B 2B 2B 2B 1B 1B 1B1B 1B 1B 1B 1B 1B 1B1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 3B 3B 1BStairStairStairStair2B 2B 2B 2B ElevElevPool Activity Lawn S S BUILDING 1(4-STORIES)186 UNITS>>>> > > > > > > > > > >>>>>>>>>>>>>>>POINT OF CONNECTION EXISTING 8" SAN. SEWER (OFF-SITE) PROPOSED X" PVC FORCE MAIN 6,800 LF (1.28 Mi.) CITY-OWNED PARCEL 07-22-28-0000-00-023 > >>>>>ALTERNATE ROUTE OF PROPOSED FORCEMAIN (WILL REQUIRE UTILITY EASEMENT) 0' 1" = 200' 200'400'7/7/2022K:\PROJECTS\3300\3386004\DWG\CURRENT\CIVIL\PRELIM\3386004-FORCEMAIN.DWG, 7/7/2022 10:54:31 AM, Dan GagneTHESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM AVID GROUP® COPYRIGHT 2013CIVIL ENGINEERINGLAND PLANNINGTRAFFICTRANSPORTATIONSURVEYINGGIS2300 CURLEW ROAD STE 201PALM HARBOR, FLORIDA34683PHONE (727) 789-9500AVIDGROUP.COMNO.REVISIONSS H E E DATEDESCRIPTIONBYT N O GROUPRPROJ. #:PROJ. MANAGER:DATE:NOT VALIDWITHOUT ORIGINALSIGNATURE BY AREGISTEREDPROFESSIONALAVID GROUP® COA 6139, LB 73453 3386-004C. POTTEROFFSITE FORCEMAIN PLANMIXED USE @ FULLERS CROSS RD& OCOEE APOPKA RDOCOEE, FLORIDAGPK HOLDINGS------------1------------2------------3------------4------------5------------6------------7------------8------------9------------10------------11WENS06/18/202007/07/2022 FU LLE RS CROSS D EVE LO PM E NT F SITE PLAN t REAL ESTATE �.. INVESTMENT AND DEVELOPMENT 2g$r N W E S U0' L��m �O o U o 2 PARKING INFO: APARTMENTS 330 UNITS TOTAL 2.25 SP / UNIT = 743 SPACES REQUIRED 570 SURFACE PARKING SPACES PROVIDED 22GARAGE SPACES PROVIDED 66 SPACES BELOW BUILDINGS PROVIDED 658 TOTAL SPACES PROVIDED 2.00 PARKING SAPCES / UNIT (2.25 REQ) COMMERCIAL 15,000 SF TOTAL 1 SP / 200 = 75 SPACES REQUIRED 93 PARKING SPACES PROVIDED 6.2 /1,000 PARKING RATIOS (5 SP/1,000 REQ) C 4 to tLU M f' O MOLE CLAD I IDINCsS MHlocrY OF I;OD INC hRCELIDt6 fi3.0000rt.01r W W Uj R G fi4&U PO1200 > V W O m UJ J DISCLAIMER Drawings are conceptual in nature based upon preliminary data provided by the Owner, This scheme has not been retied or presented to state, local planning or transportation agoncies which will have review and perm Itt.ing authority over development. ACi provides no warranty to the iccurateness of the presented draw-ngs without a updai.ed certified site survey. ACI ARCHITECTS COPYRIGHT 2022ALL RIGHTS RESERVED. his drarainy is the prnperty of ACi Architects and in instru n'ie nt of Service to iae used by the Owner roi tl'cis oruject. AG.i Architects 955 N Pennsylvania Ave. Winter Park, FI. 32789. P: 407.740.8405 www.rac sturlios.com EL Riau. AA0002940 t REAL INVESTMENT ETA� opwNr I O z m DISCLAIMER ACi Architects crossingsconceptual in oilture based upon preliminary data provided by the Owri This scheme has 955 N Pennsylvania Ave. Is not boon rn tveiled r.!or rosenerddevelopment. ostate, te, loci[ [ arov{des no werronta tiont the agencies which will have review Fire p p Winter Park, FL 32739. _ y tF% - d vr.cura±mess of ±he presented drawings without a updated certified site survey. P. 407.740 8405 ACI ARCHITECTS COPYRIGHT 2022. ALL RIGHTS RESERVED. I ovwvf ,,.scistudios.com IIhis draruiny Is the property of ACI Architects and in Instrument of ,service to be used by the Owner foi this orojvcl I FL Reg. AA0002940 07.06,2 I O z m MULTIFAMILY CONCEPT ELEVATION 2 4-STORY COVER GROUND LEVEL PARKING DISCLAIMER AC i Architects 04' tdiawings ecalIne tt�a based re upon prcnlim7narydata prornldc�d by the Owner. This scherne has 9J!� IU Pf3I"C3'1Sj%IVaP"i[2 Ave,rot been vetted or presented to state, Iocal planning or transportation agoncies which will have review REAL ESTATE end permstong eutroilty over developmentt ACi provides no warranty to the accurateness of the presented Winter Hark, FL52T8n9. INVESTMENT AND DEVELOPMENT drawings without a updated certi€ied site survey. P: 407.740,84�05 AC.I ARCHITECTS COPYRIGHT it c02,2�dALL RIGHTS RE'SERVEC}ir instrument of �,sivice to heused by th<-^ �ninrr f r thi> prulect. ELiNV(Re�cisst�udios.com 4 D=, _� s � �� r""z�i�i��i����[i�>•r�.rs�=.a��s,��[�7��!€+��ir7�i s REAL ESTATE INVESTMENT AND DEVELOPMENT I DISCLAIMiER AC i architects Drawings are conceptual in nature based upon preliminary date provided by the Owi}er. This scheme* has 955 N Pennsylvania Ave. � not been vetted or presented to state, local planning or trinsportation agencies which will none Feview and per firrtting authority over development. ACi provides no warranty to the accurateness of the presented Ur in Park, FL 32789. drawings without a updated certified site survey. P: 407 2q,0 8405 D D m ACl ARCHITECTS COPYRIGHT 2022. ALL RIGHTS RESERVED. I wosso.acistudicis.com IIhis draru5ny Is the property of ACI .Ar(hitects and in Instruniant of service to do used by the Owner for this —1-1 1 EL Reg. f`iA0002940 OT06 2 FLORDATA\Droiects\61975.00 Ocoee Crown Point\cad\Id\Planset\PUD-PSP\04-DSD-POM.dw Q) 0 U U O Q u7 LO 0 N n a U 0 a> 0 U Q J lY W Q O r7 u7 0 N L .E 0 U) 0 Cn 0 cn A (See Note 1; A (See Note 2 A 0 Tra 0 A Inter -local Agreemen Tract # Designation Sch Trai -... _......... _.___.___-.______..... _....... _..... _.._ Tract #1 ___._.___.____._____._-.._._._.____._............. ... _............................ _..,_......_._____._____.._______.__ -.___ _. __ WATERFRONT VILLAGE - __ ____.... __................. __.__........ ... ........... -._._.......... _...... 8.18 ............. _---_.._.___.._____._..__.._._.___._ - ............. __.......... _.___.._._________ ._.. 8.18 Tract #2 _..._.._..._.._.........._.._.__._-._---......._._......____.......____.....___.... Tract #2A RESIDENTIAL - _......... ---...._.___.._..__..._......---.-_..... ........... __........ __...... _....... .... t._....... ........... ......................... _...__...-.____.__.-_...... __.._.._ LIFT STATION - ........... .... _......................... _... __....... __........... ...... ..... _..-.-.-_- ... _.... _ 35.67 ......... _............. _.__..................... __........ ____.__._..__.__...- 35.67 ..... ........ __ _ _-._.___.._.._.___..._..__.._..__.. Tract #3 _._....._..._.._._....__.._.__... - ..._......_._..... _ . Tract #3A RESIDENTIAL j - -............ ...... _._._..__.._._............ _..................----._...._......_......................... .._._...._........_... _..__......_..._........-.......... ............... ......_.._..__._ PARK - - ­­---­-­-­-------­- -- .._...__..__.... ----.......... 0.24 19.36 .... _........ ..._............. ._...._.......... ......._......_... - - 19.36 --._.........*_'_'_____-'__-_____'- 0.-24� Tract #313 -- .....--.-..-__.._..._.__........._..........._........._....__._ Tract #3C Tract #4 Tract #5 LIFT STATION- ......... ..._....-__--_......... .-..._.._.._..... _..... _.-.......... _..... .... _.._.....__........ ------ - -- ..-.-I_-.... __.._............................. --._.....---...__.._..-._._..__..__._._....._._.._.. PARK - ELEMENTARY SCHOOL i 13.51 t HIGH SCHOOL 51.21 _.. -.._.._._.... _........ _-_...-_-... _........... .......... -... --_.... _... _..... _..... ........................ 0.88 - - .._.__.-..........._....._............. _........ __...... _.-. - - - _.......... _..... __.._... -----....... -........................ ....... _ 0.88 A 13.51 51.21 Tract #6A --._....._........._.-.. _.__..__.... Tract #6B WORKFORCE EDUCATION 0.28 ._..__..__..............._............_......_................-_____..._....-___-----............. __._._.......i..... _..._..._...._............................_.-..-....__...._._.__...._.._.... WORKFORCE EDUCATION ? 0.23 - .... _.......__..._....._.._._ _..__...._...-----....__.._._... _.............._..............._._ - - .-_...._.._...._..._....._.._._..._.........-_.-......._ - 0.28 ..__....__............._...--._..._..._.._.._............_..._........... 0.23 Tract #6C Tract #6D Tract #6E VILLAGE CENTER -� - - -._........_._.._.......---._.__..._..-....._._-_-___._...._..----._._.._.____........_....._...........__.-_...._._..._._..._.._...._._...---...__._..._..._..._._.-_.-..__.._.-_ VILLAGE CENTER - VILLAGE CENTER -� - _ I - 5.73 . ........... __.___.._......__...._...._.__..__..__. 2.33 2.98 - .... ................. ____._.-.._._.._..-....._-_..............__-........_.............. - - - 5.73- 2.33 2.98 Tract #6F VILLAGE CENTER - 0.60 - 0.60 Tract #6G Tract #7A Tract #713 WORKFORCE EDUCATION 0.50 WORKFORCE EDUCATION 5.24 WORKFORCE EDUCATION 2.82 - - - - - - 0.50 5.24 2.82 Tract #8 INSTITUTIONAL - 2.45 - 2.45 _ Tract #9 COMMERCIAL 14.56 - 14.56 Tract #10 COMMERCIAL - 5.64 - 5.64 Tract #10A LIFT STATION ** ?� - - Tract #11 INSTITUTIONAL - 6.96 - 6.96 Tract .#12--- INSTITIUTIONAL � - - Tract #13 - BUS DEPOT/TOWNHOME 21.74 -- _OPEN --� - _ 21.74- Tract #14 SPACE -_ - -- _ 0.24 - 0.24 Tract #15 OPEN SPACE - 0.51 - 0.51 Tract #16A OPEN SPACE - 0.23 - 0.23 Tract #16B ROAD EXTENSION - 0.56 - 0.56 Tract #17 SOVEREIGN WETLAND - 34.31 i - 34.31 Tract #18 WETLAND - 44.90 - 44.90 Tract #19 WETLAND ' - 5.00 - 5.00 Tract #20 WETLAND - I 1.27 i - 1.27 Tract #21 WETLAND - 2.41 - 2.41 Tract #22 WETLAND - 2.40 - 2.40 Tract #23 WETLAND - 1.34 - 1.34 Tract #24 WETLAND BUFFER - 0 .33 - 0.33 Tract #25 WETLAND BUFFER - 1.14 - 1.14 Tract #26 WETLAND BUFFER - 1.49 - 1.49 Tract #27 WETLAND BUFFER 1- 0.76 - 0.76 Tract #28 WETLAND BUFFER - 0.24 - 0.24 Tract #29 WETLAND BUFFER - 0.51 - 0.51 Tract #30 WETLAND BUFFER - 0.15 - 0.15 Tract #31 Tract #32 Tract #33 �._._. - WETLAND BUFFER - RIGHT-OF-WAY - RIGHT-OF-WAY -�� .� '- -�-- - - 0.17 10.24 2.29 � -- - - - -�- - - 0.17 10.24 Q �- 2.29 Tract #33A RIGHT-OF-WAY - 0.09 - 0.09 Tract #3313 RIGHT-OF-WAY ! - 0.26 - - 0.26 Tract #34 RIGHT-OF-WAY 1.14 - - 1.14 Tract #35 Tract 36-40 # Tract #41 RIGHT-OF-WAY - -�- JOINT STORMWATER* I � � 11.51 OCPS STORMWATER* 6.83 - 1.10 7.18 - - - - -� 1.10 _ 18.69 6.83 -t #16,43-49,50R Tract #50 _ Tract #5013 Tract #51 OCOEE STORM WATER - .RESIDENTIAL - PARK WETLAND 22.89 - 1.99 4.21 - 22.00 ( - - 22.89 22.00 1.99 4.21 Tract #52 WETLAND BUFFER - 0.57 - 0.57 Total: 115.01 199.33 77.03 391.37 0 * Excludes ponds within Tract 12 ** Acreages of Tracts 2A, 3B, and 10A are included within parent tracts. Location of said tracts are subject to change. / r s l ' TRACT #24 �' / �� i11b Vanasse Hangen Brustlin, Inc. 225 E. Robinson Street, Suite 300 T TRACT 4 f Orlando, Florida 32801 TRAC407.839.4006 • FAX 407.839.4008 .�� .. ,T ��` @�$�$ $ � - � - 1 a\\ / Certificate of Authorization Number FL #3932 Tract #12A RETENTION 2.42 Tract #1213 RETENTION 0.93 Tract #12C ROAD EXTENSION 0.66 Tract #12D OPEN SPACE 1.90 Total: 5.91 NOTE 1: Tract 12 is owned by OCPS prior to the execution of the Inter -Local Agreement regarding Coca-Cola property, dated June 13, 2000. Currently owned by OCPS, the school board has agreed to convey the property to the City of Ocoee upon execution of Ammendment Number 1 to the Inter -Local Agreement. The property will be used for retention/detention, right-of-way, open space and signage only. The pond in Tract 12B will be conveyed back to OCPS since the pond is contiguous to an OCPS-owned pond. The pond in Tract 12A will be a joint -use pond. NOTE 2: Allocation of the Joint -Use Stormwater Ponds is based on the estimated post -development impervious acreages. See supplemental table for stormwater calculations. NOTE 3: The total acreage of the waterfront village, excluding wetland area and including 0 Ponds 4 (Tract 43) & 5 (Tract 45), is 12.02 acres. NOTE 4: Tract 51 will be the wetland area 0 0 Tract 50, 50A, 50B & 51 are not included in the St. Johns River Water Management District Conceptual Plan for the site. The stormwater pond graphically depicted on these plans is based on a preliminary stormwater analysis performed for these tracts. The shape and configuration of the pond can be modified to accomodate the final site plan for Tract 50, 50A & 50B subject to meeting the criteria established by SJRWMD and the City of Ocoee. ceDtier of Good 0 •• SCALE III FEET Q7 DRC Comments 9-15-15 JRH 6 DRC Comments 8-26-15 JRH QRevised Plans 8-7-15 JRH Q4 Revised Plans 6-11-15 JFK Q3 City Review 6-15-04 6-16-04 JFK QDRC COMMENTS 4-21-04 5-27-04 JFK �j Addition of Poer Property 3-5-04 JFK No. Revision Date ppvd. Designed by rW Drawn by eW Checked by X CAD checked by TC il• Approved by Scale I„ = 2W Date owoq Project Title Ocoee Crown Point PUD PUD Land Use Pla TSP Ocoee, Florida Issued for Not Approved for Construction Drawing Title Proposed Ownership Map Drawing Number C004 Sheet of 4 28 Project Number 61975.00 04-psp-P0M.dwg ITEM NUMBER IV. D. NEW BUSINESS (PUBLIC HEARING) OCOEE CROWN POINT MIXED USE DEVELOPMENT 1. LARGE SCALE PRELIMINARY SITE PLAN (LS-2022-006) M "Y(2m 1 u yly Johnson ( J to 1lk'loheu-1 lUknink STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, Development Services Director DATE: July 12, 2022 l a�,c nnrc�ay VVn➢b,c , Nish-41 (fool-�;t� O➢nven, lll, SUBJECT: Ocoee Crown Point Mixed Use Development (Tracts 6C, 6E, 6F, 6D, & 33 of Ocoee Crown Point PUD) Preliminary Site Plan for Wire Development, LLC (Applicant) Project # LS-2022-006 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for the Ocoee Crown Point Mixed Use Development? BACKGROUND / DISCUSSION: On September 21, 2021, the City of Ocoee and Wire Development, LLC, entered into an agreement to purchase approximately 16.19 acres (including Tract for public ROW) of land within the Ocoee Crown Point PUD. The property consists of two (2) parcels assigned parcel identification numbers 06-22-28-0000-00-005 and 06-22-28-0000-00-082. Combined, the subject property contains approximately 16 acres and is located on the west side of Ocoee Apopka Rd and on the north side of State Road 429. Wire Development, LLC is proposing to construct a mixed -use development consisting of 301 multi -family dwelling units and 20,000 square feet of commercial retail space within nine (9) buildings. The proposed mixture of buildings includes two (2) mixed -use buildings with residential and commercial space, one (1) live/work building, one (1) stand-alone retail building, and five (5) multi -family residential buildings. Two (2) of the five (5) residential buildings will be townhome-style multi -family residential buildings. Stormwater ponds are provided via existing offsite retention. The project lies within the Crown Point PUD and is zoned "Planned Unit Development" (PUD). The Future Land Use designation for the subject site is "Commercial'. The table below references the future land uses, jurisdiction, zoning classifications, and existing land use of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial PUD AKA Crown Point Cove Wetlands, Ponds, Residential and Retail East Commercial Orange Count C-3 Night Club South Institutional City of Ocoee (PUD) AKA Crown Point PUD OCPS Technical College West Institutional City of Ocoee PUD Ocoee High School The Planning and Zoning Commission Meeting Date: July 12, 2022 Page 2 of 2 Transportation: The current approved use of the parcels (Tracts 6C, 6E, 6F, 6D, & 33) is for 114,000 square feet mixed use commercial with associated multi -family units. The approved trips associated with retail under 150k is 37.01 trips per 1,000 square feet gross lease area or 4,291 trips. Since the proposed development matches what the Tracts within the PUD allotted for, no additional transportation analysis was required. The project is served by three (3) entrance points: 1) Access and a new public road at the existing roundabout on Ocoee Crown Point Parkway. 2) full access on Ocoee Apopka Road north of the signal for the West Orange Trail. 3) full access to the south side Tract, which will be the entrance into the future OCPS Technical School. Utilities: The project will connect to Orange County Utilities as it is served in Orange County's Utility Area. The project will connect to Reclaimed if available. Stormwater Retention: Stormwater retention is provided by. an existing pond located west of the roundabout. Architectural Design: The architectural elevations provided indicate the buildings be similar to the existing developments of the High School and Preserve at Crown Point Subdivision. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on July 5, 2022, and reviewed the Preliminary Site Plan for The Mixed Use at Ocoee Apopka and Fullers Cross Road. There were several issues to be addressed by city staff that was identified in written staff comments and/or presented verbally. There was some discussion on the new Public Road and how the Tract on the south side of the West Orange Trail will have stormwater retention. When the discussion was finished, the DRC voted to recommend approval of the Preliminary Site Plan. STAFF RECOMMENDATION: Staff supports the Preliminary Site Plan for The Ocoee Crown Point Mixed Use Development. Attachments: Location Map; Surrounding Zoning Map; Aerial Map; Preliminary Site Plan for Ocoee Crown Point Mixed Use Development; Building elevations; Crown Point PUD Land Use Plan Ocoee Crown Point PUD Mixed Development Large Scale Preliminary Site Plan A P B 0 c,e 4�_ U) &\ VeGO aCimarosa Court '9 2 q (3 Z�z 0q Marotta LOOP U "I I;IP Fortanini Circle '(5, 0 C, West Road Stonegate Drive 0 N A L, OCP de ,1011-6 ?_0 S ullers Cross Road N m Harris Civil Engineers, LLC ERCE VICINITY WEST PALM BEACH .� �' • ' . xy 1 • • 1 1 1 1 1 1 1 1 �- . �. FT LAUDERDALE DESCRIPTION:AERIAL XA?c LEGAL PARCEL 1 A PORTION OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 1, OCOEE CROWN POINT PUD PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 63, PAGES 24 THROUGH 26, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; SAID POINT ALSO BEING A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF WEST ORANGE TRAIL, A 39.00 FOOT RIGHT OF WAY, PER OFFICIAL RECORDS BOOK 5043, PAGE 2627; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, AND ALONG THE EASTERLY AND NORTHERLY LINES OF AFORESAID LOT 1 THE FOLLOWING (8) EIGHT COURSES AND DISTANCES: NORTH 15'51'59" WEST, A DISTANCE OF 46.09 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 230.00 FEET AND A CENTRAL ANGLE OF 41'07'10"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.06 FEET, THENCE NORTH 25'15'11" EAST, A DISTANCE OF 28.46 FEET; THENCE NORTH 64'44'49" WEST, A DISTANCE OF 175.18 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 855.00 FEET AND A CENTRAL ANGLE OF 15'15'38"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 227.73 FEET; THENCE NORTH 49'29'11" WEST, A DISTANCE OF 487.82 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 280.00 FEET AND A CENTRAL ANGLE OF 23°04'36"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 112.77 FEET; THENCE NORTH 26'24'35" WEST, A DISTANCE OF 26.74 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF OCOEE CROWN POINT PARKWAY, A 120.00 FOOT RIGHT OF WAY, PER PLAT BOOK 63, PAGES 24 THROUGH 26; THENCE DEPARTING AFORESAID EASTERLY AND NORTHERLY LOT LINE, AND ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING (5) FIVE COURSES AND DISTANCES: NORTH 63-05'17" EAST, A DISTANCE OF 60.00 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 68'17'57" AND A CHORD BEARING OF NORTH 07'14'15" EAST, THENCE FROM A TANGENT BEARING OF NORTH 26'54'43" WEST, NORTHERLY 11.92 FEET ALONG THE ARC OF SAID CURVE TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 28'29'41"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 49.73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF 49'04'01"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 8.56 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1730.00 FEET AND A CENTRAL ANGLE OF 07'17'08"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 219.98 FEET TO A POINT ON THE CENTERLINE OF STATEN BRANCH CREEK AND THE SOUTH LINE OF TRACT R - CONSERVATION TRACT, WESTYN BAY - PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 54, PAGES 29 THROUGH 36, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ; THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG SAID CREEK CENTERLINE AND SOUTH LINE OF TRACT R, THE FOLLOWING (19) NINETEEN COURSES AND DISTANCES: SOUTH 56'18'44" EAST, A DISTANCE OF 23.24 FEET; THENCE SOUTH 54'18'27" EAST, A DISTANCE OF 83.35 FEET, THENCE SOUTH 73'38'03" EAST, A DISTANCE OF 71.00 FEET; THENCE SOUTH 35'17'37" EAST, A DISTANCE OF 87.84 FEET; THENCE SOUTH 42'59'44" EAST, A DISTANCE OF 99.02 FEET, THENCE SOUTH 48'09'58" EAST, A DISTANCE OF 106.31 FEET, THENCE SOUTH 50'23'21" EAST, A DISTANCE OF 99.34 FEET, THENCE SOUTH 51'50'56" EAST, A DISTANCE OF 79.39 FEET, THENCE SOUTH 58'44'54" EAST, A DISTANCE OF 115.46 FEET; THENCE SOUTH 73'29'36" EAST, A DISTANCE OF 43.87 FEET; THENCE SOUTH 88'00'28" EAST, A DISTANCE OF 42.47 FEET, THENCE NORTH 89'05'17" EAST, A DISTANCE OF 62.27 FEET, THENCE SOUTH 82'19'32" EAST, A DISTANCE OF 43.58 FEET; THENCE SOUTH 78'20'28" EAST, A DISTANCE OF 71.22 FEET; THENCE SOUTH 89'09'59" EAST, A DISTANCE OF 64.56 FEET, THENCE NORTH 83'16'39" EAST, A DISTANCE OF 90.41 FEET; THENCE NORTH 72*22*34" EAST, A DISTANCE OF 64.33 FEET; THENCE NORTH 63'02'07" EAST, A DISTANCE OF 40.91 FEET; THENCE NORTH 67'39'44" EAST, A DISTANCE OF 15.67 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF COUNTY ROAD 437 (OCOEE-APOPKA ROAD), A VARYING RIGHT OF WAY, PER ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY PROJECT NUMBER 75320-6460-602/603, ALSO BEING A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,351.97 FEET, A CENTRAL ANGLE OF 11'27'59" AND A CHORD BEARING OF SOUTH 10°24'36" WEST; THENCE FROM A TANGENT BEARING SOUTH 16'08'36" WEST, SOUTHERLY 470.70 FEET ALONG THE ARC OF SAID CURVE TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF AFOREMENTIONED WEST ORANGE TRAIL; THENCE DEPARTING SAID WEST RIGHT OF WAY LINE, SOUTH 73°30'51" WEST, A DISTANCE OF 535.21 FEET ALONG SAID NORTHERLY RIGHT OF WAY LINE OF WEST ORANGE TRAIL TO THE POINT OF BEGINNING. CONTAINING 13.51 ACRES, MORE OR LESS. AND PARCEL 2 A PORTION OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHEAST CORNER OF LOT 1, OCOEE CROWN POINT PUD PHASE 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 63, PAGES 24 THROUGH 26, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE SOUTH 15'50'01" EAST, A DISTANCE OF 39.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE SOUTH RIGHT OF WAY LINE OF WEST ORANGE TRAIL, A 39.00 FOOT RIGHT OF WAY PER OFFICIAL RECORDS BOOK 5043, PAGE 2627; THENCE NORTH 73'30'51" EAST, A DISTANCE OF 521.07 FEET ALONG SAID SOUTH RIGHT OF WAY LINE TO A POINT ON THE WEST RIGHT OF WAY LINE OF COUNTY ROAD 437 (OCOEE-APOPKA ROAD), PER ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY PROJECT NUMBER 75320-6460-602/603, AND A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,351.97 FEET, A CENTRAL ANGLE OF 07'45'27" AND A CHORD BEARING OF SOUTH 00'11'57" EAST; THENCE FROM A TANGENT BEARING OF SOUTH 03'40'47" WEST, SOUTHERLY 318.45 FEET ALONG THE ARC OF SAID CURVE AND SAID WEST RIGHT OF WAY LINE; THENCE DEPARTING SAID WEST RIGHT OF WAY LINE, NORTH 90'00'00" WEST, A DISTANCE OF 452.37 FEET; THENCE NORTH 15'51'31" WEST, A DISTANCE OF 177.07 FEET TO THE AFOREMENTIONED SOUTH RIGHT OF WAY LINE OF WEST ORANGE TRAIL, AND THE POINT OF BEGINNING. CIVIL SHEET INDEX N0. DESCRIPTION J I=0 m M .- O J a �0 M N N O C001 COVER SHEET • • C002 NOTES • C007 BASIN MAP • C100 OVERALL SITE PLAN • • C101 GEOMETRY PLAN • • C102 GEOMETRY PLAN • • C103 GEOMETRY PLAN • • C104 GEOMETRY PLAN • • C105 GEOMETRY PLAN • • C106 GEOMETRY PLAN • • C107 GEOMETRY PLAN • • C200 OVERALL GRADING & DRAINAGE PLAN • • C201 GRADING & DRAINAGE PLAN • • C202 GRADING & DRAINAGE PLAN • • C203 GRADING & DRAINAGE PLAN • • C204 GRADING & DRAINAGE PLAN • • C205 GRADING & DRAINAGE PLAN • • C206 GRADING & DRAINAGE PLAN • • C207 GRADING & DRAINAGE PLAN • • C300 OVERALL UTILITY PLAN • • C301 UTILITY PLAN • • C302 UTILITY PLAN • C303 UTILITY PLAN • C304 UTILITY PLAN • C305 UTILITY PLAN • C306 UTILITY PLAN • C307 UTILITY PLAN • MAY 13, LANDSCAPE PLANS J �o J o NO DESCRIPTION M � N I N O N O LA-100 LANDSCAPE PLAN • • ARCHITECTURAL PLANS Q N N NO DESCRIPTION cq Nm = M 50 N N M N T_ N � Uj N O O ARCHITECTURAL SITE PLAN (UNIT MIX) • BUILDING RENDERINGS • OWNER/CONSULTANTS I:•I5`i`10 CITY OF OCOEE • N. LAKESHOREDRIVIS OCOEE, •- DEVELOPER WIRE DEVELOPMENT 101 SOUTH 12TH ST. SUITE 101 TAMPA, FLORIDA 33602 PHONE: 813-267-1725 CONTACT. HOLLY COLLINS-GARCIA EMAIL: HJOLLYOWIREDEVCO.COM CIVIL ENGINEER/APPLICANT HARRIS CIVIL ENGINEERS, LLC. 1200 HILLCREST ST. SUITE 200 ORLANDO, FL 32803 PHONE: 407-629-4777 CONTACT: COURTNEY DONECHIE, E.I. EMAIL: COURTNEYD@HARRISCIVILENGINEERS.COM LANDSCAPE ARCHITECT TODD MCCURDY LANDSCAPE ARCHITECT, LLC. 5359 BRANDT LANE ORLANDO, FL 32814 PHONE: 407-924-3570 CONTACT: TODD MCCURDY, FASLA EMAIL: TODDOTODMCCURDY.LA SURVEYOR SOUTHEASTERN SURVEYING AND MAPPING 6500 ALL AMERICAN BLVD ORLANDO, FLORIDA 32810 PHONE: 407-292-8580 CONTACT. EDWIN MUNOZ JR., PSM EMAIL: BRAD. ALEXANDEROLSSURVEYOR.COM ARCHITECT FK ARCHITECTURE 2555 TEMPLE TRAIL WINTER PARK, FLORIDA 32789 PHONE: 407-629-0595 CONTACT: TREY HOWARD EMAIL: TREYHCFKCOMPANIES.COM AIAMI AGENCIES OCOEE UTILITIES DEPARTMENT 150 N LAKESHORE DRIVE OCOEE, FL 34761 PHONE: 407-905-3159 ORANGE COUNTY UTILITIES 9150 CURRY FORD ROAD ORLANDO, FL 32825 PHONE: 407-836-5515 OCOEE ENGINEERING DEPARTMENT 150 N LAKESHORE DRIVE OCOEE, FL 34761 PHONE: 407-905-3159 ST JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) 601 S. LAKE DESTINY RD. SUITE 200 MAITLAND, FLORIDA 32851 PHONE: 407-659- 4800 CENTURYLINK 1101 E. DONEGAN AVE. KISSIMMEE, FL 34744 PHONE: 407-390-6323 CONTACT: MICHAEL Y. HAN DUKE ENERGY 452 E. CROWN POINT RD. WINTER GARDEN, FLORIDA 34787 PHONE: 407-905-3303 CONTACT: JEFF ZAHARIAS Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax (407) 629-7888 www.harriscivilengineers.com EB 9814 n C) CO 0. �- Z I- Q z j 0 U_ CL W I Z ~ V 3: Cn 0 O � -Q W o U cn z Q cd � � L11 oa Ill Q Q O W W I U x cr o O 0 Revisions: No_ Date Deanriotion 1. 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. n. 18. 19. 20 21. 22 23. 24. 25. Sr rG1 U Release: REV01 SUBMITTAL 06-24-2022 AM CONTAINING 2.69 ACRES, MORE OR LESS. • • • • • • • • 0 0 vi w 0 z N 0 O } Ow oz /� L� 0� �o /U wLj w Lj (0U) /� 0 / N O� Ow '�J- 0)o o� / I O N Of N 0-0 /N 1. PURSUANT TO RULE 403.859(6), FLORIDA STATUTES, DO NOT PROVIDE WATER SERVICE TO THIS PROJECT(OTHER THAN FLUSHING/TESTING) UNTIL THE DEPARTMENT OF ENVIRONMENTAL PROTECTION HAS ISSUED A LETTER OF CLEARANCE OR THE UTILITY SHALL BE SUBJECT TO ENFORCEMENT ACTION. 2. A FLORIDA DEP PERMIT FOR THE WATER DISTRIBUTION SYSTEM SHALL BE REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. A STAMPED APPROVED SET OF PLANS BY THE CITY OF OCOEE SHALL BE PRESENT ON SITE AT ALL TIMES. 4. ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTION (OCOEE ENGINEERING STANDARDS MANUAL) AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 5. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND / OR APPROVAL FROM THE OWNER AND THE ENGINEER. 6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT OF WAY WITH THE CITY OF OCOEE AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 7. INSTALLATION OF MATERIALS AND/OR STRUCTURES PRIOR TO SHOP DRAWING APPROVAL IS DONE AT THE CONTRACTOR'S OWN RISK. 8. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: a. SURVEYED "AS-BUILTS" PER AS -BUILT SURVEY SCOPE IN SECTION 3 OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. b. COMPACTION AND DENSITY TEST REPORTS, AND c. PRESSURE - TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO (2) SETS OF AS -BUILT PLANS, SIGNED AND SEALED BY SURVEYOR OF RECORD, ON SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST INSPECTION. THE GENERAL CONTRACTOR IS TO GIVE THE TWO AS -BUILT PLANS TO THE REPRESENTATIVE COMPLETING THE INSPECTION. IF ANY DEFICIENCIES ARE NOTED, ONE SET OF RED -LINED AS -BUILT PLANS WILL BE GIVEN TO THE GC FOR REVISIONS TO BE MADE. REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO THE INSPECTOR BEFORE ANY CERTIFICATIONS CAN BE INITIATED. 9. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDIC11ON AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION. 10. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA REQUIREMENTS. 11. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE. 12. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC CONTROL DEVICES. 13. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. 14. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL SHALL BE REQUESTED IN WRITING BY THE ENGINEER OF RECORD AND MUST BE APPROVED IN WRITING BY THE CITY PRIOR TO CONSTRUCTION. GOVERNING AGENCY S.J.R.W.M.D. PERMIT STORM WATER PERMIT PROVIDED BY: OWNER CITY OF OCOEE CONSTRUCTION PERMIT OWNER CITY OF OCOEE SEWER/WATER/REUSE PERMIT OWNER F.D.E.P. SEWER/WATER PERMIT OWNER CITY OF OCOEE DRIVEWAY CONNECTION PERMIT CONTRACTOR CITY OF OCOEE RIGHT-OF-WAY PERMIT CONTRACTOR NOTE: ALL PERMITS NOT LISTED ARE TO BE OBTAINED BY CONTRACTOR PAVING AND GRADING NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND THE LATEST EDITIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, UNLESS MORE STRINGENT REQUIREMENTS ARE STATED OTHERWISE IN THE SPECIFICATIONS OR ON THE PLANS. 2. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IF ANY APPARENT DISCREPANCIES ARE FOUND. 3. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. 4. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 5. ALL FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (AASHTO T-180), UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. 6. THE CONCRETE COMPRESSIVE STRENGTH FOR CURB AND GUTTER SHALL BE 2,500 PSI AT 28 DAYS (FDOT CLASS 1). 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). 8. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING WORK. 10. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11. ROADWAY MARKINGS AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX #711-001 AND CITY STANDARDS. 12. THE CONTRACTOR SHALL PROVIDE FLAGMEN AND OTHER TRAFFIC MEASURES 12. NECESSARY TO PROTECT AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. 13. MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT AND CITY OF OCOEE STANDARDS. CONTRACTOR SHALL PROVIDE A DETAILED MAINTENANCE OF TRAFFIC PLAN, ACCEPTABLE TO FDOT AND CITY OF OCOEE, WITH THEIR BID. 14. A 24-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND CITY OF OCOEE PRIOR TO TESTING ANY ROADWAY SHOWN ON THESE PLANS. 15. CONTRACTOR SHALL OBTAIN ANY LANE CLOSURE PERMITS REQUIRED FOR CONSTRUCTION FROM THE APPLICABLE JURISDICTION. (COST FOR PERMIT TO BE INCLUDED IN BID.) 16. CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY UTILIZATION PERMITS FROM THE APPLICABLE JURISDICTION FOR ALL CONSTRUCTION OPERATIONS WITHIN PUBLIC RIGHTS -OF -WAY. (COST FOR PERMITS TO BE INCLUDED IN BID.) 17. CONTRACTOR SHALL INSTALL TEMPORARY BENCH MARKS AS SHOWN ON THE PLANS AT START OF CONSTRUCTION. ALL ELEVATIONS ARE BASED ON US NAVD88. 18. ALL "SOD" IN ROW TO BE SODDED WITH ST. AUGUSTINE. AS -BUILT NOTES 1. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: a. SURVEYED "AS-BUILTS" PER AS -BUILT SURVEY SCOPE IN SECTION 3 OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. b. COMPACTION AND DENSITY TEST REPORTS, AND c. PRESSURE - TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO (2) SETS OF AS -BUILT PLANS, SIGNED AND SEALED BY SURVEYOR OF RECORD, ON SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST INSPECTION. THE GENERAL CONTRACTOR IS TO GIVE THE TWO AS -BUILT PLANS TO THE REPRESENTATIVE COMPLETING THE INSPECTION. IF ANY DEFICIENCIES ARE NOTED, ONE SET OF RED -LINED AS -BUILT PLANS WILL BE GIVEN TO THE GC FOR REVISIONS TO BE MADE. REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO THE INSPECTOR BEFORE ANY CERTIFICATIONS CAN BE INITIATED. 2. AS -BUILT CAD FILES SHALL BE PROVIDED IN CONFORMANCE WITH CITY OF OCOEE STANDARD ATTRIBUTES TABLE FOR AS-BUILTS DEMOLMON NOTES 1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED A MINIMUM DEPTH OF REMOVAL SHALL BE ( 2) FOOT BELOW SUBGRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED ( UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF -SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/ UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). GEOMETRY NOTES 1. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY L & S DIVERSIFIED HARRIS CIVIL ENGINEERS, LLC. DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THIS DATA. 2. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES. 3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. 5. TRAFFIC SIGHTED MARKINGS A. ALL DRIVEWAYS EXISTING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A TRAFFIC CONTROL DEVICE (30" STOP SIGN" MOUNTED 7' ABOVE THE PEDESTRIAN VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7') AS OUTLINED IN THE "MUTCD." C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5): 1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE (DIRECTIONAL ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). 2. PAVEMENT MARKINGS ON TRAFFIC AISLES, PRIVATE STREETS OR PUBLIC STREETS SHALL CONFORM TO THE FOLLOWING: A. WHITE LINES DELINEATE THE SEPARATION OF TRAFFIC FLOWS IN THE SAME DIRECTION (AT DRIVEWAYS, WITHIN DRIVING AISLES AND ON STREETS). B. YELLOW LINES DELINEATE THE SEPARATION OF TRAFFIC IN THE OPPOSING DIRECTIONS (AT DRIVEWAYS, WITHIN DRIVING AISLES AND ON STREETS). D. A 24" STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN CONFORMANCE WITH CITY OF OCOEE STANDARDS. E. ARROWS AND DIVIDING LINES IN CONFORMANCE WITH F.D.O.T. #711-001. F. ALL DESIGN AND CONSTRUCTION SHALL MEET THE CODES, STANDARDS, REGULATIONS & REQUIREMENTS OF THE CITY OF OCOEE, LAKE COUNTY, FLORIDA DEPARTMENT OF TRANSPORTATION, AND ALL OTHER PRESIDING AGENCIES. G. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET LAKE COUNTY- TRANSPORTATION ENGINEERING BUREAU AND FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, REGULATIONS & REQUIREMENTS. 6. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF OCOEE AND F.D.O.T. SPECIFICATIONS. 1. ALL CONSTRUCTION SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH CITY OF OCOEE STANDARDS UNLESS MORE STRINGENT STATED REQUIREMENTS ARE OTHERWISE IN THE SPECIFICATIONS, OR SHOWN ON THE PLANS. 2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES AT PROPOSED CROSSINGS AND POINTS OF CONNECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UTILITY CONFLICTS. 3. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. 4. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, CONTRACT DOCUMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. (AS APPLICABLE). 5. ALL POND SIDE SLOPES ARE TO BE SODDED WITH ST. AUGUSTINE. 6. WHEN TRENCH EXCAVATION EXCEEDS FIVE (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650 AND FLORIDA TRENCH SAFETY ACT. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 7. ALL DRAINAGE PIPING SHALL HAVE A MINIMUM OF 3 FEET OF COVER UNLESS SHOWN OTHERWISE ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 8. ALL DRAINAGE PIPES ARE REINFORCED CONCRETE PIPE, CLASS 111, UNLESS OTHERWISE NOTED. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC WRAP PER F.D.O.T. INDEX # 430-001. 9. DRAINAGE STRUCTURE TOP ELEVATION REFERS TO TOP OF FINISHED STRUCTURE. 10. THE CONTRACTOR SHALL LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATIONS ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 11. THE CONTRACTOR SHALL ENSURE THAT PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING WORK. 12. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES INFORMATION IS LOCATED ON THE COVER SHT. C001. 13. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE NTH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 14. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. SOIL EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO CITY OF OCOEE STANDARDS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO, ANY CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. SUCH MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED, AND NOT ALLOWED TO COLLECT ON ANY OFF -PERIMETER AREAS OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF THESE EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. 5. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING STATE, COUNTY, CITY OR PRIVATE ROADS AND FACILITIES FROM THIS SITE, DUE TO CONSTRUCTION, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 6. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES DAYS AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. A CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL THE ABOVE REQUIREMENTS HAVE BEEN MET. UTILITY NOTES PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER RECLAIMED WATER, SANITARY SEWER, AND SERVICE UTILITIES AT POINTS OF CONNECTION, POINTS OF CROSSING, AND/OR POTENTIAL CONFLICT. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. A. GENERAL 1. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS SEWERS, GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 2. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES LATERALS, CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN, UNLESS OTHERWISE LOCATED BY DIMENSIONS, REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. 3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF ORANGE COUNTY UTILITIES ENGINEERING STANDARDS MANUAL, AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. ALL RECLAIMED CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE. 5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM. 6. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT WHENEVER WORK STOPS. 7. MAINTAIN 35" COVER OVER MAINS, AND 36" OVER SERVICES/LATERALS. 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAULTS, AND OTHER STRUCTURES. THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE DIRECTED. 9. SEE CITY STANDARDS FOR PIPELINE LOCATION DETAILS. 10. WHERE APPLICABLE. UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH A.A.S.H.T.O.-T-99. 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. 12. ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY/STORM INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM CONSTRUCTION. DEWATERING OF UTILITY/STORM TRENCHES MAY BE REQUIRED TO PREVENT FLOTATION OF UTILITY/STORM PIPES DURING INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST RESULTS, PRESSURE TEST RESULTS, AND AN AS BUILT SURVEY SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 14. SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIALS. 15. ALL BACKFLOW PREVENTERS SHALL BE PAINTED RED. BLUE OR PURPLE ACCORDING TO UTILITY. UTILITY SEPARATION NOTES 1. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. A. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. B. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. C. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. D. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 2. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. A. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. B. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAQ 3. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. A. NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. B. EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. 4. SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002 F.A.C. z • • REFER TO CITY OF OCOEE ENGINEERING STANDARDS MANUAL, SECTION 31 FOR DISINFECTION AND TESTING PROCEDURES ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 ca 0. %%./ ^D 1.1. Z Q ZJ O n IL u_ CL W Z ~ V 3: Cn O - OM cd a: U W cc Q 0 Cd w cn Z o W 0 w Q a O U W x WWM 0 o O CLO Revisions: No_ Date DescrkMm t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 11. 12. 13. 14s 15. 16. n. 18. 19. 20. 21. 22 23. 24. 25. C4 N N O U cd O cf) o 0- Release: REV01 SUBMITTAL 06-24-2022 LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC (!T) 13.50 AC 0000 ri III III r.i -*—w / +SS GRAPHIC SCALE 120 0 60 12-01 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions SJRWMD PERMIT 43494-2 A MINOR MODIFICATION WILL BE SUBMITTED TO SJRWMD DURING THE CITY OF OCOEE FINAL SITE PLAN (FSP) REVIEW. 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harrisci\Alengineers.com EB 9814 in ca 0. D 1IL Z F— 4< Z J 0 (L U- (L W Z F— 0 0 3: (j) 0 0 >. -a C6 W 4< 0 d: w Cl) D Z w Q 0 < 0 w x w a: 0 4) 0 0 CL 0 0 Revisions: No- Date DeacrkAlm 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 12. V. 15. 16. V. 20. Z. 21 M. 2A 25. C6 0 0 0 R� Release: REV01 SUBMITTAL 06-24-2022 C007 LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC 0 Z Q n W J ry W O O p o)_ �W L1_CL (n=) ao / U H w� W Lj �V) J / N O O a �o M „ r O / I O N [If N 0-0 / N I C101 C103 1 a I_ S2 1112 0 IMZ11:4240eKS110_ ilk, PROVIDED PARKING — NORTH PARCEL TYPE No. SURFACE STANDARD 367 SURFACE (PARALLEL) 36 SURFACE (HANDICAP) 10 TUCK —UNDER GARAGE 21 TANDEM SPACES 21 TOTAL 434* *TANDEM SPACES EXCLUDED FROM TOTAL SHOWN HANDICAP PARKING: REQUIRED: 9 SPACES PROVIDED: 10 SPACES PROVIDED PARKING — SOUTH PARCEL TYPE No. SURFACE STANDARD 78 SURFACE (PARALLEL) 4 SURFACE (HANDICAP) -- TUCK—UNDER GARAGE -- TANDEM SPACES -- TOTAL 82 _ I S 1 f V. RET ING WALL 3 4 R AINING WALL ITE DATA LAND USE = PROFESSIONAL OFFICES (PO) ZONING = PLANNED UNIT DEVELOPMENT — COMMERCIAL (PUD—C) (OCOEE CROWN POINT PUD) REQUIRED SETBACKS FRONT= 10 FEET REAR = 10 FEET SIDE = 0 FEET STREET SIDE = 10 FEET WEST ORANGE TRAIL = 10 FEET DENSITY/INTENSITY 3.0 F.A.R. BUILDING HEIGHT MAXIMUM = 45 FEET PROJECT AREA NORTH PARCEL = 13.51 ACRES SOUTH PARCEL = 6.27 ACRES TOTAL = 16.18 ACRES UNIT DISTRIBUTION UNIT MIX STUDIO 1 BDRM 2 BDRM 3 BDRM TOTAL UNITS BUILDING 1 9 UNITS 25 UNITS 29 UNITS 3 UNITS 66 UNITS BUILDING 2 0 UNITS 10 UNITS 19 UNITS 3 UNITS 32 UNITS BUILDING 3* 6 UNITS 47 UNITS 23 UNITS 3 UNITS 79 UNITS BUILDING 4 0 UNITS 0 UNITS 0 UNITS 6 UNITS 6 UNITS BUILDING 5* 0 UNITS 0 UNITS 6 UNITS 0 UNITS 6 UNITS BUILDING 6* 12 UNITS 28 UNITS 27 UNITS 3 UNITS 70 UNITS BUILDING 7 0 UNITS 0 UNITS 0 UNITS 6 UNITS 6 UNITS BUILDING 8 0 UNITS 12 UNITS 21 UNITS 3 UNITS 36 UNITS TOTAL 27 UNITS 122 UNITS 125 UNITS 27 UNITS 301 UNITS \ `.'�' \ �O ( *MIXED USE BUILDINGS WITH RESIDENTIAL AND COMMERCIAL SPACE 66 � � ( 5. DENSITY/INTENSITY nn� D A DV \ ��' i 18.60 DU/ACRE POOL SCREEN WALL/FENCE 94WO � Imp' k . a 76- ow- A i HANDICAP PARKING: ( i 000 Gi gAC ILA REQUIRED: 4 SPACES ( ���� 0 000pao0*0 PROVIDED: 4 SPACES '0000��i00 000 7. REQUESTED WAIVERS ( �� ��wo�� PARKING STALL DIMENSIONS; A 10% REDUCTION IN PARKING SPACE SIZE IS REQUESTED. ( ���� ���� NUMBER OF PARKING REQUIRED: A 15% REDUCTION IN PARKING REQUIREMENTS IS REQUESTED. �•� �dOo v w v wwv� 8. ONSITE SOILS 03: BASINGER FINE SAND, DEPRESSIONAL > 44: SMYRNA—SMYRNA, WET, FINE SAND 46: TAVARES FINE SAND ; 47: TAVARES—MILLHOPPER FINE SAND �N � U D� GRAPHIC SCALE 60 0 30 60 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 V, EL i- Z F_ Q Z J O (L LL W Z ~ O C6 � W � o° Q c Cl)U D z o CIS W a W Q Q O W W a U X a: 4) O o Revisions: No_ Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 11 13. 14s 15. 16. 17. 1& 19. 20. 21. 22 23. 2A 25. Z Q QQ U U J � c .N G W 0 Co L. 0 r U N Z � O Q Z W U O a� 6o0- W Release: REVO1 SUBMITTAL 06-24-2022 v J J N @ C1 0 0 Q ROADWAY RE REALIGNMENT U •��►�11i►��lllZ�:��lj►�►�lZlj►�Ii ry O L. W Ld V) Ld L!J V) �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND LIMITS OF CONCRETE 4 Q 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) ® 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) ® ON -SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 ® CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) F5 FTP-20-06 W/FTP-22-06 (TYP. OF 2) ® "VAN" ACCESSIBLE SIGN © YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in ca � D i- Z F_ Q Z J O L W Z ~ 0 3: (j) O O C6 U Q d: W CD D Z O W Q a Q 0 U W x W a:4) a O o Revisions: No_ Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 3. 4, 5. 6. 7. 8. 9. 10 IL 11 13. 14s 15. 16. 17. 1& 19. 20. 21. 22 23. 2A 25. W 2 O w 0 o Z z U Cd C0 0- Release: REV01 SUBMITTAL 06-24-2022 C101 LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC I I 01 �I a1 �1 z1 _I I— I ZI 01 U1 I ryI 01 LI_ �N �e—y� '� � E—► l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND a LIMITS OF CONCRETE �1 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) F2 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) 3� ON -SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 Q CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) 5� FTP-20-06 W/FTP-22-06 (TYP. OF 2) Q "VAN" ACCESSIBLE SIGN E7 YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 IN 7 w CD D 0 w x M Revisions: No_ Date Descrbtinn J U_ a O 0 0 1 Cd O O a a a V 14- L_j t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. V. fl. 12. 13. 14s 15. 16. n. 1s. 20. 21. 22 23. 2A 25. W 2 0 w 0 o Z 124 o z U Cd C0 0- Release: REV01 SUBMITTAL 06-24-2022 C102 LS-2022-006 & 2022-0022 SEE _SHEET C101 FOR CONTINUATION ----------------------- r— a7 —------------- —�— ° NON—EXCLUSIVE UTILITY, DRAINAGE, SIDEWALK AND ° MAINTENANCE AGREEMENT ORB 7127, PAGE 4796-4803 \ (AS SHOWN ON OCOEE CROWN POINT PUD PHASE 1, PLAT BOOK 63, PAGES 24-26) \ \' A, ° n. z 0 a z I / J F— w W I= \I W ° \ y I \ I NON—EXCLUSIVE UTILITY, DRAINAGE, SIDEWALK AND \ MAINTENANCE AGREEMENT ORB 7127, PAGE 4796-4803 \ (AS SHOWN ON OCOEE CROWN POINT PUD PHASE 1, PLAT BOOK 63, PAGES 24-26) �N U GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEN D ° a LIMITS OF CONCRETE a Q 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) ® 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) Q ON -SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 ® CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) FTP-20-06 W/FTP-22-06 (TYP. OF 2) ® "VAN" ACCESSIBLE SIGN © YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in vr � D i- Z F_ Q Z j 0 L W Z ~ 0 3: (j) 0 0 C6 U Q d: W CD D ZAd O W Q a Q 0 U W x W a:4) a O 0 Revisions: No_ Date Deacrbtinn t 06/24/22 COMMENTS 2022-06-13 3. 4, 5. 6. 7. 8. 9. 10 n 12 >3. is 15. 16. n. 16. 20. 21. 22 23. 2A 25. W 2 0 w 0 o Z 124 o z U Cd C0 0— Release: REVO1 SUBMITTAL 06-24-2022 Mw LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in v, 0. iL Z F— Q Z J O Li CL W Z ~ 0 3: Cn O Q C6 U CD D z oW W Q a Q Q U W x W cc a o O O Revisions: Hb_ Date DescritAlm t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. 17. 1& 19. 20. 21. 22 23. 2A 25. p 0 Q Z U U e a c c co J CL o o v H W 2 O w Release: REV01 SUBMITTAL 06-24-2022 *m F•Yl LS-2022-006 & 2022-0022 I d" 0 U SEE SHEET C107 FOR CONTINUATION �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND - LIMITS OF CONCRETE Q Q1 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) 02 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) Q ON -SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 ® CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) Q FTP-20-06 W/FTP-22-06 (TYP. OF 2) ® "VAN" ACCESSIBLE SIGN © YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 iL Z 1 Q Z J 0 U_ w a Z ~ 0 3: Cn O 0 C6 U Q d: w CD D Z O w 0 a Q 0 U W W cc o O O Revisions: No_ Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. s. 9. 10 n 12 >3. is 15. 16. 17. 1& 19. 20. 21. 22 23. 2A 25. p 0 Q Z U U e Qco c c J o o v H W 2 O w 0 0 O Q N C0 Release: REVO1 SUBMITTAL 06-24-2022 F•Yl Z U N 'o L 0- C105 LS-2022-006 & 2022-0022 SEE SHEET C105 FOR CONTINUATION P� RIVATE / YARD / (TYP.) Nkv I I ' FUTURE ROAD PLAT BOOK 63, PAGE 24-26 / .a- �i _ice _,00 mop moo doo 000 V_ Q _z z O U Of O LI_ O r U W Ld to Ld Ld to �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND LIMITS OF CONCRETE 4 Q1 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) ® 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) ® ON SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 ® CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) 05 FTP-20-06 W/FTP-22-06 (TYP. OF 2) ® "VAN" ACCESSIBLE SIGN © YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. i- Z F_ Q Z J O U_ W Z ~ 0 3: (j) 0 O C6 U Q d: W CD D Z O W Q a Q 0 U W W a o O 0 Revisions: No_ Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. s. 9. 10 IL 12. 13. is 15. 16. n. is. is. 20. 21. 22 23. 2A 25. Z a J W 2 0 w 0 o Z 124 o z U Cd C0 0- Release: REV01 SUBMITTAL 06-24-2022 Mw LS-2022-006 & 2022-0022 SEE SHEET C105 FOR CONTINUATION I I I I 1 1 1 j now oft 1 off *of fog of 10 1 I I . I I ; I I ; I I ; I I • i I I I • : I I ; I I ; : I I i : I I I I I ; I I i i I I I I ; I I ; I I• I I• I I: I• I: I I; I I: I; Ir I G I I; I: I I; I I• I I� I I• I i ; i I : i• i i • I I • I I i i I ; i I ; I I ; I i • I I = I I : I I ; I I i I I i I I • I I • I I I • I • I • . I I • _ I I • �N .e w " ! E—► S� l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND - LIMITS OF CONCRETE a 24" WHITE STOP BAR (W/ STOP SIGN (R1-1) IF SHOWN) E2 6' WIDE PEDESTRIAN CROSSWALK (12" WHITE LINE, 36" O.C.) ® ON —SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 ® CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) F5 FTP-20-06 W/FTP-22-06 (TYP. OF 2) © "VAN" ACCESSIBLE SIGN © YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in ca � D i- Z F_ Q Z J 0 L W Z ~ 0 3: Cn 0 Q Cd U Q d: CIS W CD D Z O W Q a Q O U W x W a 0 0 (L 0 Revisions: No- Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 11 >3. is 15. 1s. n. 19. 20. 21. 22 23. 2A 25. W 2 0 w 0 o Z o z U FU C0 0- Release: REVO1 SUBMITTAL 06-24-2022 C107 LS-2022-006 & 2022-0022 0 V . I i �N � U l� GRAPHIC SCALE 60 0 30 60 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 D iL Z 1 Q Z J Q tL W Z ~ 0 3: Cn O Q C6 Ir W 4< d: U CDQ D z oW a W Q Q Q W W a U X a:4) O O Revisions: No- Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. a 7. 8. 9. 10 IL 14s 155. 16. n. 20. 2�. 22 23. 2A 25. a Z Q aCL LLJ J Q J Z aQ W 0 Oad o U e c 0 U N o � o^ z;o Z U FO V! 0_ Release: REV01 SUBMITTAL 06-24-2022 w o_ J J N 0 N O C200 c� a. O U LS-2022-006 & 2022-0022 Z _O Q Z F— z O U Of O LL- N O N U W W V) 0 Z Q �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions NOTES: 1. ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES AND ROOF DRAINS WILL BE TIED INTO THE STORM SYSTEM (WHERE POSSIBLE). 2. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 1 0 w CD D W R Revisions: No- Date Descrbtinn J LL O N V O Cd O O a a� X t 3. 4, 5. 6. 7. 8. 9. 10 IL 12. 13. 14s 15. 16. n. is. is. 20. 21. 22 M. 2A 25. Q p 0 U U Z 2 3 N U co Co 0 0 U rillillm F•l Release: REV01 SUBMITTAL 06-24-2022 C201 LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC Z 0 F— Q Z_ F— Z 0 U ry 0 1 T— o N U W W U) W W V) SEE SHEET C204 FOR CONTINUATION �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions NOTES: 1. ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES AND ROOF DRAINS WILL BE TIED INTO THE STORM SYSTEM (WHERE 2. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J Q Li W Z ~ 0 3: Cn O Q C6 U Cl)Q D z oW W Q a Q Q U W W a o O 0 Revisions: No- Date Descrbtinn t 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 12. 13. is 15. 16. n. is. is. 20. Z. 22 M. 2A 25. Q p 0 U U Z 3 N U co Co 0 rillillm C� Release: REV01 SUBMITTAL 06-24-2022 C202 F•l LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC SEE SHEET C201 FOR CONTINUATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 Z Q Z _0 F— Q Z_ Z 0 U �N l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions 1. ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES AND ROOF DRAINS WILL BE TIED INTO THE STORM SYSTEM (WHERE POSSIBLE). 2. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J 0 L W Z F- U Cn 0 0 > U Q d: W Cl) D Z O W Q a Q O U W x W a:4) a O 0 Revisions: No- Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 11 13. 14s 15. 16. 17. 1& 19. 20. 21. 22 23. 2A 25. Q p 0 U U N co 0 U rillillm C� Release: REV01 SUBMITTAL 06-24-2022 F•l LS-2022-006 & 2022-0022 0 Z Q CD z ry a c� o� N � U W L� a0 / U U) H W W W N J _i U / N O � O W m00 M 0 M „ r O / I O N [If N 0-0 / N Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in v, 0. iL Z F— Q Z J O Li CL W Z ~ 0 3: Cn O Q C6 U CD D z oW W Q a Q Q U W x W cc a o O O Revisions: Hb_ Date DescritAlm t 2. 3. 4, 5. a 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. n. is. 19. 20. M. 22 M. 2A 25. Release: REV01 SUBMITTAL 06-24-2022 C204 LS-2022-006 & 2022-0022 CD z ry a c� o� N � WC-) 1-1 Li - Of ao / U W W D--V) J _i U / N O � O W mOC) a) (D M „ r O / I O N [If N 0-0 / N Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in v, 0. iL Z F— Q Z J O Li CL W Z ~ 0 3: Cn O Q C6 U CD D z oW W Q a Q Q U W x W cc a o O O Revisions: Hb_ Date DescritAlm t 2. 3. 4, 5. a 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. n. is. 19. 20. M. 22 M. 2A 25. Q p 0 U U Z 3 N U co Co 0 C� Release: REV01 SUBMITTAL 06-24-2022 C205 F•l LS-2022-006 & 2022-0022 SEE SHEET C205 FOR CONTINUATION 000 mop �� �� �ow mop 00000 0 Z Q CD ry a c� o� N � U W 1-1 Li - Of ao / U H W W Lj N / Z J _i U / N O � O W mOC) a) (D M „ r O / I O N [If N 0-0 / N moo 0*0 i0*0 Soo 000 Soo Soo ORPNGE .gyp,\\. I I I I I I ..I .I I I I I I I I I I I I I �N S� l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions NOTES: 1. ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES AND ROOF DRAINS WILL BE TIED INTO THE STORM SYSTEM (WHERE POSSIBLE). 2. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J p Li W Z ~ 0 3: Cn O O Cd U W Q � W C D Z o W Q a Q 0 U W x W a:o a O 0 Revisions: No- Date Descrbtinn t 3. 4, 5. 6. 7. 8. 9. V. fl. 12. is >5. 1s. n. is. 20. 21. 22 M. 2A 25. Release: REV01 SUBMITTAL 06-24-2022 C206 LS-2022-006 & 2022-0022 SEE SHEET C205 FOR CONTINUATION z 0 Q D z Z 0 U a 0 N U 0 Z Q CD ry a o� N � U W 1-1 Li - Of ao / U H W W Lj N / Z J _i U / N o� O W mOC) a) (D M „ r O / I O N [If N 0-0 / N .I I I I I I � •• • I I ��• I I �• I I . I I I ; I I ; I I • i I I I ' I I I ; I I ; I I I : I' i I I I I ; I I I • I i i. I I ; I I ; I I• I I• I I: I• I: I I; I I: I; Ir I G I I; I: I I; I I• I I� I I• I i ; i I : i• i i • I I • I I i : i I ; i I ; I I ; I i • I I = I I : I I ; I : I i I ; I i I I - I I • I I I • I I : I I - I I • �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions NOTES: Z 1. ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES AND ROOF DRAINS WILL BE TIED INTO THE STORM SYSTEM (WHERE POSSIBLE). 2. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in ca � D i- Z F- Q Z J 0 L W Z ~ 0 Cn O 0 > U d: W CD D Z o W Q � a Q O U W x W a:4) a O O Revisions: No- Date Descrbtinn t 2. 3. 4, 5. a 7. 8. 9. V. f� is >5. 1s. n. 20. Z. 22 M. 2A 25. Release: REV01 SUBMITTAL 06-24-2022 C207 LS-2022-006 & 2022-0022 C301 CD 0 Z Q n d h J F J Ld Q O O O � M W U Z L� a0 / U U) H W LJ W W N J _i U / N O O W m00 �o M „ r O / I ON [If N 0-0 / N WE 7l �N � U l� GRAPHIC SCALE 60 0 30 60 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions RE Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscMiengineers.com EB 9814 D � i- Z F- Q Z J O L W Z ~ 0 3 Cn (5 O C6 W d: U Cl) Q D z oW a W Q Q O W W a U X a:4) O o Revisions: No- Date Descrbtinn t 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 12. 13. 14s 15. 16. n. is. is. 20. Z. 22 M. 2A 25. a 7/ R O C Z Z U FU V! 0_ Release: REV01 SUBMITTAL 06-24-2022 LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC v ' *--�� 1 tiffs/� ' F� ��F _ A I I I I SEE SHEET C303 FOR CONTINUATION �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND 0 SANITARY MANHOLE —o SANITARY CLEANOUT FIRE HYDRANT --w- WATER MAIN 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J 0 LL W Z ~ 0 0 > U W � 0 d: Cl) D z oW W Q a Q O U W x W a:4) a O O Revisions: No- Date Descrbtinn t 06/24/22 COMMENTS 2022-06-13 2. 3. 4, 5. 6. 7. 8. 9. 10 n 11 15.. 16. n. 1& 19. 20. 2�. 22 23. 2A 25. 4 Release: REV01 SUBMITTAL 06-24-2022 R C301 LS-2022-006 & 2022-0022 �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND O SANITARY MANHOLE —o SANITARY CLEANOUT —�— SANITARY SEWER FIRE HYDRANT —w—+�- WATER MAIN J H O � r7 � U W L� a0 / U U) H W D: W LJ U 1-1 _i U / N 0 O a m� Mo M „ r O / I ON [If N 0-0 / N Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 1 0 W IN 7 X Revisions: No- Date Descrbtinn t 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 12. 13. 14s 15. 16. n. is. is. 20. Z. 22 M. 2A 25. 4 F- M D Release: REV01 SUBMITTAL 06-24-2022 N N F•Yl� LS-2022-006 & 2022-0022 Harris Civil Engineers, LLC SEE SHEET C301 FOR CONTINUATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J H O � r7 � U W L� a0 / U U) H W D: W LJ U / Z J _i U / N 0 O a m� Mo M „ r O / I ON [If N 0-0 / N Z _0 F— Q Z_ Z 0 U I d" 0 n U F— W W Z (n �N l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND OS SANITARY MANHOLE —o SANITARY CLEANOUT —�— SANITARY SEWER FIRE HYDRANT —w--w- WATER MAIN 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 1 0 ��w v, D W IN Revisions: No- Date Descrbtinn J LL 0 O 1 0 0 a a a� a� 0 X t 2. 3. 4, 5. 6. 7. 8. 9. 10 IL 12. 13. 14s 15. 16. n. is. is. 20. 21. 22 M. 2A 25. 4 F•Yl� F- M D Release: REV01 SUBMITTAL 06-24-2022 C303 LS-2022-006 & 2022-0022 0 z a J 0- J H O � r7 >' U W / Z 0-1 N ry d D /O U) U H w� ww = to J _i U / N O 75; O d °' O M 0 / I O N Q:� N 0-0 / N Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in v, 0. iL Z F— Q Z J O Li CL W Z ~ 0 3: Cn O Q C6 U CD D z oW W Q a Q Q U W x W cc a o O O Revisions: Hb_ Date DescritAlm t 2. 3. 4, 5. a 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. n. is. 19. 20. M. 22 M. 2A 25. 4 D D Release: REV01 SUBMITTAL 06-24-2022 C304 LS-2022-006 & 2022-0022 Z 0 Q z Z 0 U I w, F— W LLI V) W W to 0 z a J 0- J H O � r7 >' U W / Z d ~ N ry 0-D /O U U H wr;; ww = to J _i U / N O 75; O d °' O M O N Q:� N 0-0 / N SEE SHEET C307 FOR CONTINUATION �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND SO SANITARY MANHOLE —o SANITARY CLEANOUT —a— SANITARY SEWER FIRE HYDRANT —w-- WATER MAIN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J 0 Li W Z ~ 0 3: Cn 0 0 C6 U Cl)Q D z oW W Q a Q O U W x W a:o a O 0 Revisions: No- Date Descrbtinn t 3. 4, 5. 6. 7. 8. 9. 10 fl. 12. 13. 14s 15. 16. n. is. is. 20. Z. 22 M. 2A 25. 4 M D O Z O Q C9 U FU co 0 0_ Release: REV01 SUBMITTAL 06-24-2022 C305 LS-2022-006 & 2022-0022 Of O LL- O n U 0 Z a J 0- J H O � r7 >' U W / Z d ~ N ry 0-D /O U U H wr;; ww = to J _i U / N O 75; O d °' O M 0 / I O N Q:� N 0-0 / N �N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND. OS SANITARY MANHOLE —O SANITARY CLEANOUT —a— SANITARY SEWER FIRE HYDRANT --w- WATER MAIN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 in V, 0. iL Z 1 Q Z J O L W Z ~ 0 Cn O O > U Q d: W Cl) D Z O W Q a Q O U W x W a:4) a O O Revisions: No- Date Descrbtinn t 2. 3. 4, 5. 6. 7. 8. 9. 10 fl. 12. 13. is 15. 16. n. is. is. 20. Z. 22 M. 2A 25. 4 F- M D Release: REV01 SUBMITTAL 06-24-2022 LS-2022-006 & 2022-0022 SEE SHEET C305 FOR CONTINUATION a (D 0 PO U H J o� U W /Z Wry 0-D /O U� Ww / J _i U / N o75; O d °' O M 0 / I O N Q:� N 0-0 /N I I I 1 1 1 j now oft 1 off *of fog of 10 j I I I ; I I ; I I - I I • i I ' I I : I I ; I I ; I• I i I I I ; I I ; I I I • i i I I ; I I ; I I- I I• I I� I• I: I I; I I: I; Ir I G I I; I: I I; I I• I I� I I• I i ; i I : i• i i • I I • I I i : i I ; i I ; I I ; I i • I I = I I : I I : I• i I ; I i I I I I ' I I I • _ i i • i I - �N l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions LEGEND OS SANITARY MANHOLE SANITARY CLEANOUT -�- SANITARY SEWER FIRE HYDRANT WATER MAIN Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 IN w Cl) D W . IN Revisions: No- Date Descrbtinn J U- 0 0 O Cd 0 a a O V 14- L-j t 2. 3. 4, 5. 6. 7. 8. 9. 10 1l 13. is 15. 16. n. 20. 21. 22 M. 2A 25. O Q 7@ co Release: REV01 SUBMITTAL 06-24-2022 0 N C9 N 0 C307 F•Yl� LS-2022-006 & 2022-0022 t Ell ...,....�.:M ,�„a.mmt -- , ,.�au NOW ..u.r_ u �u ,.. . 3' fhW�W rvJ o{ ,.. :> ,. .... .. „ .. .. .. .. , ., ,t.,t ., i? 1 ,. •.. , 3... ,o- 1� 'l �{ ,. vet .., .�. .. _ � � � .. .,......,.,.,,.� ,, .. ., ..�:�. ", to"". „�..., ,,, ;�•. ,,.2, ,... a �`� ,a �... �.. .a„ ta. ,.. ,,� _..av ,.�, �..., ti� � ,an: �,a� n„?n..�i ,"nu,�w'.a s�.�.t 4, .ax.�,,.a ,., "�, ., �,,. v)._„ a.�,�. ....��: �,. .,. "S*d...�,�`�,. �:m� .� ,.....��....,�,,....� '7 i �� i ,�� � ::x C ��a� �.. �� t�� �5� � � a ,���„ . FLORDATA\Droiects\61975.00 Ocoee Crown Point\cad\Id\Planset\PUD-PSP\04-DSD-POM.dw Q) 0 U U O Q u7 LO 0 N n a U 0 a> 0 U Q J lY W Q O r7 u7 0 N L .E 0 U) 0 Cn 0 cn A (See Note 1; A (See Note 2 A 0 Tra 0 A Inter -local Agreemen Tract # Designation Sch Trai -... _......... _.___.___-.______..... _....... _..... _.._ Tract #1 ___._.___.____._____._-.._._._.____._............. ... _............................ _..,_......_._____._____.._______.__ -.___ _. __ WATERFRONT VILLAGE - __ ____.... __................. __.__........ ... ........... -._._.......... _...... 8.18 ............. _---_.._.___.._____._..__.._._.___._ - ............. __.......... _.___.._._________ ._.. 8.18 Tract #2 _..._.._..._.._.........._.._.__._-._---......._._......____.......____.....___.... Tract #2A RESIDENTIAL - _......... ---...._.___.._..__..._......---.-_..... ........... __........ __...... _....... .... t._....... ........... ......................... _...__...-.____.__.-_...... __.._.._ LIFT STATION - ........... .... _......................... _... __....... __........... ...... ..... _..-.-.-_- ... _.... _ 35.67 ......... _............. _.__..................... __........ ____.__._..__.__...- 35.67 ..... ........ __ _ _-._.___.._.._.___..._..__.._..__.. Tract #3 _._....._..._.._._....__.._.__... - ..._......_._..... _ . Tract #3A RESIDENTIAL j - -............ ...... _._._..__.._._............ _..................----._...._......_......................... .._._...._........_... _..__......_..._........-.......... ............... ......_.._..__._ PARK - - ­­---­-­-­-------­- -- .._...__..__.... ----.......... 0.24 19.36 .... _........ ..._............. ._...._.......... ......._......_... - - 19.36 --._.........*_'_'_____-'__-_____'- 0.-24� Tract #313 -- .....--.-..-__.._..._.__........._..........._........._....__._ Tract #3C Tract #4 Tract #5 LIFT STATION- ......... ..._....-__--_......... .-..._.._.._..... _..... _.-.......... _..... .... _.._.....__........ ------ - -- ..-.-I_-.... __.._............................. --._.....---...__.._..-._._..__..__._._....._._.._.. PARK - ELEMENTARY SCHOOL i 13.51 t HIGH SCHOOL 51.21 _.. -.._.._._.... _........ _-_...-_-... _........... .......... -... --_.... _... _..... _..... ........................ 0.88 - - .._.__.-..........._....._............. _........ __...... _.-. - - - _.......... _..... __.._... -----....... -........................ ....... _ 0.88 A 13.51 51.21 Tract #6A --._....._........._.-.. _.__..__.... Tract #6B WORKFORCE EDUCATION 0.28 ._..__..__..............._............_......_................-_____..._....-___-----............. __._._.......i..... _..._..._...._............................_.-..-....__...._._.__...._.._.... WORKFORCE EDUCATION ? 0.23 - .... _.......__..._....._.._._ _..__...._...-----....__.._._... _.............._..............._._ - - .-_...._.._...._..._....._.._._..._.........-_.-......._ - 0.28 ..__....__............._...--._..._..._.._.._............_..._........... 0.23 Tract #6C Tract #6D Tract #6E VILLAGE CENTER -� - - -._........_._.._.......---._.__..._..-....._._-_-___._...._..----._._.._.____........_....._...........__.-_...._._..._._..._.._...._._...---...__._..._..._..._._.-_.-..__.._.-_ VILLAGE CENTER - VILLAGE CENTER -� - _ I - 5.73 . ........... __.___.._......__...._...._.__..__..__. 2.33 2.98 - .... ................. ____._.-.._._.._..-....._-_..............__-........_.............. - - - 5.73- 2.33 2.98 Tract #6F VILLAGE CENTER - 0.60 - 0.60 Tract #6G Tract #7A Tract #713 WORKFORCE EDUCATION 0.50 WORKFORCE EDUCATION 5.24 WORKFORCE EDUCATION 2.82 - - - - - - 0.50 5.24 2.82 Tract #8 INSTITUTIONAL - 2.45 - 2.45 _ Tract #9 COMMERCIAL 14.56 - 14.56 Tract #10 COMMERCIAL - 5.64 - 5.64 Tract #10A LIFT STATION ** ?� - - Tract #11 INSTITUTIONAL - 6.96 - 6.96 Tract .#12--- INSTITIUTIONAL � - - Tract #13 - BUS DEPOT/TOWNHOME 21.74 -- _OPEN --� - _ 21.74- Tract #14 SPACE -_ - -- _ 0.24 - 0.24 Tract #15 OPEN SPACE - 0.51 - 0.51 Tract #16A OPEN SPACE - 0.23 - 0.23 Tract #16B ROAD EXTENSION - 0.56 - 0.56 Tract #17 SOVEREIGN WETLAND - 34.31 i - 34.31 Tract #18 WETLAND - 44.90 - 44.90 Tract #19 WETLAND ' - 5.00 - 5.00 Tract #20 WETLAND - I 1.27 i - 1.27 Tract #21 WETLAND - 2.41 - 2.41 Tract #22 WETLAND - 2.40 - 2.40 Tract #23 WETLAND - 1.34 - 1.34 Tract #24 WETLAND BUFFER - 0 .33 - 0.33 Tract #25 WETLAND BUFFER - 1.14 - 1.14 Tract #26 WETLAND BUFFER - 1.49 - 1.49 Tract #27 WETLAND BUFFER 1- 0.76 - 0.76 Tract #28 WETLAND BUFFER - 0.24 - 0.24 Tract #29 WETLAND BUFFER - 0.51 - 0.51 Tract #30 WETLAND BUFFER - 0.15 - 0.15 Tract #31 Tract #32 Tract #33 �._._. - WETLAND BUFFER - RIGHT-OF-WAY - RIGHT-OF-WAY -�� .� '- -�-- - - 0.17 10.24 2.29 � -- - - - -�- - - 0.17 10.24 Q �- 2.29 Tract #33A RIGHT-OF-WAY - 0.09 - 0.09 Tract #3313 RIGHT-OF-WAY ! - 0.26 - - 0.26 Tract #34 RIGHT-OF-WAY 1.14 - - 1.14 Tract #35 Tract 36-40 # Tract #41 RIGHT-OF-WAY - -�- JOINT STORMWATER* I � � 11.51 OCPS STORMWATER* 6.83 - 1.10 7.18 - - - - -� 1.10 _ 18.69 6.83 -t #16,43-49,50R Tract #50 _ Tract #5013 Tract #51 OCOEE STORM WATER - .RESIDENTIAL - PARK WETLAND 22.89 - 1.99 4.21 - 22.00 ( - - 22.89 22.00 1.99 4.21 Tract #52 WETLAND BUFFER - 0.57 - 0.57 Total: 115.01 199.33 77.03 391.37 0 * Excludes ponds within Tract 12 ** Acreages of Tracts 2A, 3B, and 10A are included within parent tracts. Location of said tracts are subject to change. / r s l ' TRACT #24 �' / �� i11b Vanasse Hangen Brustlin, Inc. 225 E. Robinson Street, Suite 300 T TRACT 4 f Orlando, Florida 32801 TRAC407.839.4006 • FAX 407.839.4008 .�� .. ,T ��` @�$�$ $ � - � - 1 a\\ / Certificate of Authorization Number FL #3932 Tract #12A RETENTION 2.42 Tract #1213 RETENTION 0.93 Tract #12C ROAD EXTENSION 0.66 Tract #12D OPEN SPACE 1.90 Total: 5.91 NOTE 1: Tract 12 is owned by OCPS prior to the execution of the Inter -Local Agreement regarding Coca-Cola property, dated June 13, 2000. Currently owned by OCPS, the school board has agreed to convey the property to the City of Ocoee upon execution of Ammendment Number 1 to the Inter -Local Agreement. The property will be used for retention/detention, right-of-way, open space and signage only. The pond in Tract 12B will be conveyed back to OCPS since the pond is contiguous to an OCPS-owned pond. The pond in Tract 12A will be a joint -use pond. NOTE 2: Allocation of the Joint -Use Stormwater Ponds is based on the estimated post -development impervious acreages. See supplemental table for stormwater calculations. NOTE 3: The total acreage of the waterfront village, excluding wetland area and including 0 Ponds 4 (Tract 43) & 5 (Tract 45), is 12.02 acres. NOTE 4: Tract 51 will be the wetland area 0 0 Tract 50, 50A, 50B & 51 are not included in the St. Johns River Water Management District Conceptual Plan for the site. The stormwater pond graphically depicted on these plans is based on a preliminary stormwater analysis performed for these tracts. The shape and configuration of the pond can be modified to accomodate the final site plan for Tract 50, 50A & 50B subject to meeting the criteria established by SJRWMD and the City of Ocoee. ceDtier of Good 0 •• SCALE III FEET Q7 DRC Comments 9-15-15 JRH 6 DRC Comments 8-26-15 JRH QRevised Plans 8-7-15 JRH Q4 Revised Plans 6-11-15 JFK Q3 City Review 6-15-04 6-16-04 JFK QDRC COMMENTS 4-21-04 5-27-04 JFK �j Addition of Poer Property 3-5-04 JFK No. Revision Date ppvd. Designed by rW Drawn by eW Checked by X CAD checked by TC il• Approved by Scale I„ = 2W Date owoq Project Title Ocoee Crown Point PUD PUD Land Use Pla TSP Ocoee, Florida Issued for Not Approved for Construction Drawing Title Proposed Ownership Map Drawing Number C004 Sheet of 4 28 Project Number 61975.00 04-psp-P0M.dwg 1901 Leslie Ann Lane Parcel # 09-22-28-4046-00-130 .17acres CommissionDistrict 1 – Larry Brinson, Sr. th 285 11Avenue Parcel # 08-22-28-5960-21-140 .26 acres Commission District 1 – Larry Brinson, Sr. 1290 Ocoee Apopka Road Parcel # 07-22-28-0000-026 24.95 acres Pine St Parcel # 07-22-28-0000-00-096 13.01 acres Commission District 1 – Larry Brinson, Sr. 2291West Road Parcel # 05-22-28-0000-00-017 14.10 acres West Road Parcel # 05-22-28-0000-00-043 14.97 acres Commission District 1 – Larry Brinson, Sr. 1 | Page 1610 N Lakewood Ave. Parcel # 07-22-28-0000-00-054 20.16 acres Commission District 1 – Larry Brinson, Sr. 2199 West Road Parcel # 05-22-28-0000-00-029 5.08 acres Commission District 1 – Larry Brinson, Sr. Fullers Cross Road Parcel # 06-22-28-0000-00-056 17.96 acres Commission District 1 – Larry Brinson, Sr. 2012 Ocoee Apopka Rd. Parcel # 06-22-28-0000-00-005 Parcel # 06-22-28-0000-00-005 16.19 acres combined Commission District 1 – Larry Brinson, Sr. Clarcona Ocoee Road Parcel # 05-22-28-0000-00-040 15.63 acres Commission District 1 – Larry Brinson, Sr. 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 4.7 acres Commission District 1 – Larry Brinson, Sr. 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 34.48 acres 2 | Page Commission District 1 –Larry Brinson, Sr. 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 34.48 acres Commission District 1 – Larry Brinson, Sr. 2443 Ocoee Apopka Road Parcel # 06-22-28-2856-03-000 Commission District 1 – Larry Brinson, Sr. 125 S. Lakeshore Dr. Parcel # 17-22-28-5504-06-110 0.3 acres Commission District 2 – Rosemary Wilsen 606 South Bluford Ave. Parcel # 17-22-28-6144-04-401 1.1acres Commission District 2 – Rosemary Wilsen 251 Main Street Parcel # 20-22-28-0000-00-015 11.92 acres Commission District 2 – Rosemary Wilsen 3 | Page 902 Hire Circle Parcel # 20-22-28-6148-00-660 0.23 acres Commission District 2 – Rosemary Wilsen 9961 W Colonial Drive Parcel # 21-22-28-0000-00-012 7.06 acres Commission District 2 – Rosemary Wilsen 3442 Old Winter Garden Road Parcel # 29-22-28-0000-00-028 3462 Old Winter Garden Road Parcel # 29-22-28-0000-00-036 1.21 acres Commission District 2 – Rosemary Wilsen 1100 Blackwood Avenue Parcel # 20-22-28-0742-02-000 1.96 acres Commission District 2 – Rosemary Wilsen 1475 E. Silver Star Road Parcel # 16-22-28-4763-00-020 4.32 acres Commission District 2 – Rosemary Wilsen 1100 Blackwood Avenue Parcel # 20-22-28-0742-02-000 1.96 acres Commission District 2 – Rosemary Wilsen 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59acres Commission District 2 – Rosemary Wilsen 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59acres Commission District 2 – Rosemary Wilsen 4 | Page 1891 E. Silver Star Road Parcel # 16-2-28-8049-00-003 5.06 acres Commission District 2 – Rosemary Wilsen 1891 E. SilverStar Road Parcel # 16-2-28-8049-00-003 5.06 acres Commission District 2 – Rosemary Wilsen 3872 Old Winter Garden Road Parcel # 28-22-28-0000-00-019 1.25 acres Commission District 2 – Rosemary Wilsen 3872 Old Winter Garden Road Parcel # 28-22-28-0000-00-019 1.25 acres Commission District 2 – Rosemary Wilsen 319 Hormigas Street Parcel # 20-22-28-7250-01-100 0.61 acres Commission District 2 – Rosemary Wilsen 101 W. Silver Star Road Parcel # 18-22-28-4100-00-171 0.61 acres Commission District 2 – Rosemary Wilsen 54 Rewis Street Parcel # 18-22-28-7900-05-051 0.25 acres Commission District 2 – Rosemary Wilsen 9000 W. Colonial Drive Parcel # 27-22-28-8005-00-040 4.1 acres Commission District 2 – Rosemary Wilsen 5 | Page 3422 Old Winter Garden Road 3432 Old Winter Garden Road Parcel # 29-22-28-0000-00-030 Parcel# 29-22-28-0000-00-029 1.26 acres combined Commission District 2 – Rosemary Wilsen 409 Ocoee Apopka Road Parcel # 18-22-28-0000-00-056 4.76 acres Commission District 3 – Richard Firstner 701 Pine Street 707 Pine Street 711 Pine Street Parcel # 18-22-28-0000-00-005 Parcel # 18-22-28-0000-00-106 Parcel # 18-22-28-0000-00-105 5.85 acres combined Commission District 3 – Richard Firstner Maguire Rd. Parcel # 30-22-28-0000-00-020 2.09acres Commission District 3 – Richard Firstner 6 | Page 868 Roberson Road Parcel # 31-22-28-0000-00-005 10.29 acres Commission District 3 – Richard Firstner 880 Bluford Avenue Parcel # 20-22-28-0000-00-055 and # 20-22-28-0000-00-059 2.45 acres Commission District 3 – Richard Firstner West Colonial Dr. Parcel # 20-22-28-9138-03-000 .62 acres Commission District 3 – Richard Firstner 11700 W Colonial Drive Parcel# 30-22-28-0000-00-074 Parcel # 30-22-28-0000-00-002 Parcel # 30-22-28-0000-00-035 6.95 acres combined Commission District 3 – Richard Firstner 637 Palm Drive Parcel# 13-22-27-6649-02-000 4.23 acres Commission District 3 – Richard Firstner 393 Enterprise Street Parcel# 19-22-28-9153-02-601 1.26 acres Commission District 3 – Richard Firstner 7 | Page 11401 W. Colonial Dr. Parcel # 19-22-28-0000-00-007 945 Marshall farms Rd. Parcel# 19-22-28-0000-00-008 Commission District 3 – Richard Firstner East Crown Point Road Parcel # 13-22-27-0004-01-002 1.46 acres Commission District 3 – Richard Firstner 820 Tomyn Blvd Parcel # 30-22-28-0000-00-017 Maguire Road Parcel # 30-22-28-0000-00-004 16.87 acres Commission District 3 – Richard Firstner 2802 Old Winter Garden Road Parcel # 29-22-28-0000-00-007 16.61 acres Commission District 3 – Richard Firstner 934 Roberson Road Parcel # 31-22-28-0000-00-051 17.05 acres Commission District 3 – Richard Firstner 11953 W. Colonial Drive Parcel # 19-22-28-0000-00-073 2.54 acres Commission District 3 – Richard Firstner 880 Bluford Avenue Parcel # 20-22-28-0000-00-059 Parcel# 20-22-28-0000-00-055 2.48 acres combined Commission District 3 – Richard Firstner 8 | Page 11030 w Colonial Dr Parcel# 30-22-28-0000-00-020 7.33 acres 1535 Maguire Rd Parcel# 30-22-28-0000-00-030 4.50 acres W Colonial Dr Parcel# 30-22-28-0000-00-061 .01 acres Commission District 3 – Richard Firstner 11001 West Colonial Dr. Parcel # 19-22-28-0000-00-024 .61 acres Commission District 3 – Richard Firstner Parcel # 31-22-28-0000-00-050 8.13 acres Commission District 3 – Richard Firstner Franklin Street Parcel # 18-22-28-0000-00-025 5.77 acres Commission District 3 – Richard Firstner Maguire Rd. Parcel # 30-22-28-0000-00-020 2.09acres Commission District 3 – Richard Firstner 870 Tomyn Blvd Parcel# 30-22-28-2861-01-0000 10.73 acres Commission District 3 – Richard Firstner 9 | Page 1601 Maguire Road Parcel# 30-22-28-2861-01-0000 10.73 acres Commission District 3 – Richard Firstner 222 Capitol Court Parcel# 19-22-28-9153-01-800 3.389 acres Commission District 3 – Richard Firstner 1700 E. Silver Star Road Parcel # 16-22-28-8042-00-010 7.14 acres Commission District 4 – George Oliver, III 9723 Clarcona Ocoee Road Parcel # 33-21-28-0010-06-041 15.23 acres Commission District 4 – George Oliver, III 1842 E. Silver Star Road Parcel # 16-22-28-4532-00-040 5.12 acres Commission District 4 – George Oliver, III 2121 North Clarke Road Parcel # 04-22-28-0000-00-048 21.05 acres Commission District 4 – George Oliver, III 10 | Page 1900 E. Silver Star Rd. Parcel # 15-22-28-4716-00-130 6.92 acres Commission District 4 – George Oliver, III Ocoee Vista Parkway/AD Mims Road Parcel # 09-22-28-0000-00-056 11.99 acres Commission District 4 – George Oliver, III 2149 Lauren Beth Avenue Parcel # 04-22-28-0000-00-024 18.58 acres Commission District 4 – George Oliver, III 44 W. McCormick Road Parcel #33-21-28-0000-00-007 100 E McCormick Road Parcel # 34-21-28-0000-00-022 3201 Trout Lake Road Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4 – George Oliver, III 44 W. McCormick Road Parcel # 33-21-28-0000-00-007 100 E McCormick Road Parcel # 34-21-28-0000-00-022 3201 Trout Lake Road Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4 – George Oliver, III 11 | Page urday 2 2 Sat 0 3 6 29123 20 day Fri 29 5 18122 rsday Thu to Police Dept. Diversity Board 6:15 pm City Hall9:00 am City Hall7:00 pm City Hall Human Relations Red Light Hearing 18 4 Citizen Advisory Council 7122 nesday Agenda PublishedAgenda Published 92 Wed 10 // 78 07 00 3 6122 ive d e L l e sday c n Ocoee TV Live ing & Zoning a Tue C City ManagerCity Manager Staff Reports due to Staff Reports due to Ocoee TV ity CommissionOcoee TV Live Plann City CommissionC Code Enforcement 6:15 pm City Hall 6:15 pm City Hall Commission 6:30 pm 6 29 City Hall 07/19 Board 7:00 pm City Hall 08/02 5112 y a d e D s e o c l n C day e l l d a n e H Agenda Items due Agenda Items due Mon p to City Clerkto City Clerk y y e t 2 i Advisory Board l d 6:00 pm City Hall C/0 n Parks & Recreation I 5 07/19 08 18 u 4112 J 1 3 day Sun 4 7 0 3112