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HomeMy WebLinkAbout07-12-2022 Agenda PacketV ho I+ .1 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 I. 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 Forges, Member Williams, Member Kennedy Absent: Alternate Member Keller Also Present: Development Services Director Rumer, Zoning Manager Whitfield, Assistant City Attorney Drage, Recording Clerk Heard II. 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 front property line facing Lafayette Street. 1 Planning & Zoning Commission June 14, 2022 The applicant i4ws present. for questions. The Public hearing u,as opened As no speaker forms were received the public hearing i4ws closed Discussion: 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 Planninq Agencv, recommend to the Ocoee Citv Commission Approval of the Variance Request for Barenbura 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 u,as opened As no speaker forms were received thepublic hearing u,as closed (6:54 pm) Motion: Move to continue this item to the next Planninq and Zoning Commission meeting of Julv 12, 2022; Moved by Member Williams, Seconded by Member Kennedv; motion carried unanimously. RA 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 thepnblic 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. Discussion: 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 Planninq Agencv, recommend to the Ocoee Citv Commission Approval of the LDC Amendment to Article VI. Section 6-14C(5) and Article VIII, Incorporating Sianaae Provisions from Article VI. Section 6-14 into Article VIII; and further, add a condition to request the Citv Attornev's Office review the LDC Amendment per case law, subiect to resolution of the remaining staff comments before the Citv Commission meeting; Moved by Member Kennedv. 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 1/2 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 u,as opened As no speaker forms were received thepnblic hearing u,as closed Discussion: 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 Planninq Agencv, recommend to the Ocoee Citv Commission Approval of the LDC Amendment to Article V. Section 5-4.1 to Clarifv Requirements for Fences on Corner Lots and Lots with Multiple Street Frontages, subiect to resolution of the remaining staff comments before the Citv 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 adiourn 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) �wuur,,ii.. �..�DauDnVllr..,auV11 kollwrio FU''VV4; DATE: July 12, 2022 TO FROM: � 0.4VVVVVVVP..,p..,V0.gVlla'U.P.., IV '� u` u, D d u u. V �l , a u V �l .l'.~� a �� u r•, li u° u a li D B OD:ua Dn '�u°oI �+"uu°;•,li V�I�'u°, ��u;•,li u°ua li :"„ aa�'auu°�;�` �D�u',�'u° VVV, ��u;•,liu°ua li V 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 Side Rear Lot Max Building Maximum Max Building Setback Setback Setback Width Coverage Impervious 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: 19 M d'1"Uw'w"I 1 i2,, 20'i'I'�;ro II�:M,w wlll i IN,''. &iigo r Stay f..,mul:pl1lw 'iur„.Mwiiialnmr r 11..'Iio'„�� ::�A 1111:lb.;22...0,1 W . (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 Analvsis: 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 Lee MENU-? n- e III II i sl i I I Imo' -N:. LAKE STARK;E Fr"N��II��� Development Services Department 0 80 160 320 Feet Created: July 1, 2022 QSubject Property Zoning Classification: General Agricultural (A-1) u- 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 VMG Shoppes Side Yard Variance Surrounding Zoning Map _W V_ ee Street 6L, P = S V & S SURVEYING, INC. 2412 Orsota Circle, Ocoee, Florida 34761. Tel: 407- 342-1510 Fax: 407-656-8365 Email: vssurveying@aol.com 0 N LEGAL DESCRIPTION L11 ! J ¢ I U 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. g Y -- _ - - C/FRAIL ROAD 1 / TRACK / I / I 123.72 , I 122.70 ' x I / 12, Bearings shown hereon are based on ,65 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. / 122,90 X / X / i 23/�/5 Field Date : 01/27/17 Date Completed : 02/01/17 / 1233.44 LOT 14 ' ,�\ 12 ,' 123.35 / 6" CHINABERRY 3,65 x / 122.59 123,02 x x Property Address : / ..�. x rc3,67 16„+12"A+K4"+s" 101 W. SILVER STAR RD, 0 I OCOEE, FLORIDA 34761. ,' (A 1 3 .. O 123.07 � SURVEY NO : VS 2048 /' 122.82 60' 6" OAK 122.65 8„OAK X X 122.80 0 P/P Certified To : X 3.87 P PORTION OF / r,� �, LOT 19 MUNGUTA, INC. / m IS SHOWN ON PROPERTY VMG CONSTRUCTION INC. ' = -0.APPRAISERS F.D 1/2"IP ,� � O WEBSITE AS PART OF NO ID PORTION OF 6 PARCEL, BUT NOT SHOWN NW CDR 1 3 i� FLOOD ZONE INFORMATION: LOT 19 - IN LEGAL LOT 15 / P COMMUNITY NO: 120185 PANEL NO: 0210 ,' 122.52 NOT INCLUDED, �. X / SUFFIX: F F.I.R.M. DATE: 09/25/2009 123.80 FLOOD ZONE: X / ' ' 1 122.75 / X 122.68 ` ' 122,60 N 89°25'54" E 26.73' M) BENCHMARK USED: X POINT: H 380006 123.45 /' NORTHING: 1541858 FASTING :481574 ' 123.36 ELEVATION = 124.46 to / SITE BENCHMARK AS SHOWN ON PLANS ; 23°+33"+16" 1 53• OAK 122.72 122.64 X 12X2.70 X / 123,29 PORTION OF LOT 18 123.06 122.67 / ' 30" (OAK / 23.26 30" OAK / 25" OAK / 1 46 ,gfK / 3.28 ' ' V 15" OAK ' 122.57 / X^ 123,35 47 ' U 18" OAK 23,56 / 18" OAK 23.0 / / 122.75 122.57 122.94 X 18" OAK X i22,70 122.72 / ' Q (n / MQ' 122,39 ' X 123.35 f ' a �. 23,77 -- - - O 20" OAK 0 25.4ft / 1 .3 /� 315 123.51 .. 45.3ft m 12.2.69 N / x x 124,47 / CONC SLAB J N WOOD SHED Cri F.D NAIL NO ID NW CORNER OF THE SE 1/4 OF SECTION 18, TOWNSHIP 22 S, RANGE 28 I I I I I 123,18 123',35 I I I I I I I 1 I I I LOT 15 123.17 I X 123°2e P/P C^� 0 122.96 X CRUSHED ASPHALT / F.F EL= 123.50 / 122,98 12Y,- 122.91 17.9ft 122.62 / 122.89 ' WOOD / 18" + 42" OAK SHED bS 123.11 �- 46.6ft - 10° oAK O / 123.26 12 5 _ ( 1 7.4ft 23" CA lC 0� / X 3,L1 122,92 F- 1 0 40" OAK rTl / F+i 122x.66 PORTION OF LOT 17 X 4.24 � ¢ i Q'0 \ \ 80.9ft _ / 07 Z) / 23.37 123.80 U `� aI / 18" + 11" OAK L/P w SEPTIC / 123 X 43" OAK 123,82 123.4, TANK / 123,30 x ❑ 122,81 23.2' , 122,65 ' 122.75 in 122.70 x / X 123,73 123.30 in r` i P T m 0)1c3.60 6.2ft U / 21.3' / 40" OAK ONE STORY i 6.9' W.F.S. WITH STUCCO / 125,70 #101 / CONC Cp A/C / 1 7 40 SLAB ' H 1n F.F EL= 124.45 00 ' ) W OD C� N C/L /RAIL ROAD 122'94 C D 123.37 / TRACK 123,07 / X 124,08 X _ 23.9' y^ I / 124°17 WDOOD 123 56 14.1' 9 1 7.1 ffl7" CHINABERt 122.00 12�3,61. 123.33 / I X / 21 .Oft 7" + 13" WHEEPING 15.9ft SIGN 24.61 42" OAK Fj/AIL ROAD WILLOW � y � 122,44 -- CROSSING , "r I 12P.96 / ARM 12274, 90 PALM x '3,17 _ -- X 123,4c 1ay.73 122,s2 122,6,4 - -- - S g�' 5'32" 1R4,79 59.80' / x F.D 1" IP Z / X �24.11 122°72 87°54' 19" E 169.00 (M) NO ID 24" + 40" I O 117.1 117°3 117,30 8" + 2-16" + 12" + 18" CONC D/W CHINABERRY I O n r1 ID ASPHALT 123.7 y CHINABERRY I r_v± 122,I` v D/W 1 23.66 123. 123.25 12 1:; 122.73 122,67' ' CONC S/W iPAtXi c 12 69 CONC S/W _ X 2.0' C & G j 122,19 122.66 122.71 W 4: 123.12 2.0'C&G 1122,85 RAIL ROAD CROSSING SITE T.B.M2 SET X CUT IN S/W SIGNAL TOP OF IR= 123.19 N 87°51'40" E 1676.74' (M) - -_-_ ----X ---- �- ---------------� 123,38 123.28 --------------- 1z2.82 123.07 F.D 1/2"IP NO ID 1 1 I I I I I I I i I 1 I I I I I 1 79 I OI OI J I NCI W 1 CLF N Cn k• U11 Uil � I I 122.67 I I` I 1 1 , I LOT 16 I 1 , I Ai PIP I ' I CLF I � I I t I 122.65 I I I I I I I I I I I I I CLF I F.D 1/2"IP I NO ID SITE T.B.M1 SIGN I TOP OF IR= 122.18 F.D 4X4 CM gi S 87°53'28" W 289.99 (M) #6300 - z: t2 ,63-- -- - - 5.0' CONC S/W o X 122,33 122;�8 119,30 X 120.32 121.91K X 120.52 121't72 \., 12i,58 E.O.P 1 CD 1 60 (C S 87°51'40" W 970.41' (C) - - - - -'--- 122°19 ------- 7------------- 122.40 9?? $rlS SILVER STAR ROAD (80.01 R/W) THE NORTH LINE OF THE SE 1/4 OF SECTION 18, TOWNSHIP Asphalt Road ) 22 S, RANGE 28 E N 87°51'26" E 2647.15' (M) BASIS OF BEARING CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C 1 1 909.91 ' 298.74' 298.44' N 28°08'33" E C2 1909.91' 48.24' 48.24' N 33°20'50" E 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 A 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 if shown hereon are based on NAVD 1988 unless otherwisest 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 IP 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 DELTA ANGLE 08'57'44" 01'26'50" 6.Dimensions and bearings shown are plat and measured only unless otherwise noted. TAttention 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.Wall 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 Professional Surveyor and Mapper No. 5342 Approved Site Plan GENERAL INFORMATION: PROPERTY INFORMATION: ADJACENT ZONING: PHASES: ONE (1) SUBJECT SITE: C-2 PROPOSED USE: OFFICER NORTH: A-2 (CSX) ZONING: C-2 SOUTH: C-2 (W SILVER STAR ROAD) FLU: COMMERCIAL EAST: C-2/R-1 AA AREA CALCULATIONS i0N-SITE): WEST: R-IAA (CSX) TOTAL PROJECT AREA: 26,388 SF = 0.61 AC. EXISTING IMPERVIOUS AREA: 2,909 SF = 0.07 AC. EXISTING ISR: 0.11 EXISTING OPEN SPACE: 23,479 SF = 0.54 AC. PROPOSED IMPERVIOUS AREA: 16,124 SF = 0.37 AC. PROPOSED ISR: 0.61 MAX. PERMITTED ISR: 0.70 PROPOSED OPEN SPACE: 10,264 SF = 0.24 AC. A PROPOSED BUILDING: ONE (1) ONE-STORY OFFICE BUILDING: GROSS FLOOR AREA: 6,300 SF COVERED PORCH AREA: 1,200 SF 0 MAX. PERMITTED FAR: 0.30 FAR PROVIDED: 6,300/26,388 = 0.24 MAX PERMITTED BUILDING HEIGHT: 45 FT PROPOSED BUILDING HEIGHT: 20 FT (ROOF) 0 23 FT (PARAPET) BUILDING SETBACKS: REQUIRED* PROVIDED FRONT (SOUTH): 35 FT 7.0 FT REAR (NORTH): 10 FT Al 122.5 FTA WEST SIDE: 10 FT 9.1 FT EAST SIDE: 25 FT 44.0 FT *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. LANDSCAPE BUFFERS: REQUIRED* PROVIDED FRONT/STREET: 15 FT 0 A 1.6 FT REAR (NORTH): 10 FT 78.0 FT WEST SIDE: 10 FT 0 9.1 FT EAST SIDE: 15 FT 0.0 FT *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. WAIVER REQUEST: 0 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 X PAVING LEGEND: / (T''eHINABERRY X 10, l4 CONCRETE WALKS AND PAVEMENT 1 6" 1 o.yK {$ �I 123.0 TYPICAL ASPHALT PAVEMENT SECTION / / o l l :.:.:.:.:.:.:.:.:.:.:.:. (REFER TO SECTION DETAIL ON SHEET C600) \ / . / �\ °`phi 8" OAK X X 4,0 / 1 0 ��`��\/�N/ i1 1 IX CUMBERLAND AVE. ASPHALT PAVEMENT SECTION / �, _ / """" (REFER TO SECTION DETAIL ON SHEET C600, / / /_ J I �' / %##%%%#%%% NOTE 2" SP-9.5 REQUIRED) ♦ / -- / o / CLEAN & SEAL COAT EXISTING ASPHALT TO / REMAIN PER MANUFACTURER'S INSTRUCTIONS / fP li CLEAR SITE DISTANCE TRIANGLE (35MPH) / 1 %fir%%%%#%#%% �. DECORATIVE PAVEMENT / / / X %I# % % %" % % % % % (REFER TO ARCHITECTURAL PLANS ./ X/4 25'S4' E 2�.7 1 FOR DETAIL) / / / :::::::::::::..:.:•• / s%�% % ♦ :' s % // K : ' GRAPHIC SCALE CHARACTER AND INTENDED USE: / , - ♦ / 123.0 X ,/ 00 O ', % % # % % %�: % 20 0 ,o zo 40 v : % w1,%%%%�%rI % X:xs THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY OFFICE BUILDING NTH � / // \ � -' � � = � •.::::: : :: � � x :ix x x �: x 6,300 GSF AND A COVERED PATIO AREA OF 1,200 SF, PAVED DRIVEWAYS AND PARKING / X 1 LOT, ASSOCIATED WATER, SEWER AND STORMWATER. / X / DRY RETENTION x :I: x: : "" x:: ( 1N FEET ) \, , , , J _ _ _ %% % I I 5 / r/ �` POND .�:%% %m%�%�%a ass. No / % Ck% #%## Masi FEMA FLOOD DATA: / / X - #% %%%s#%%%" THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F, DATED: SEPTEMBER / // X "" s"`"'" X %% %%%,%% / X / 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. THEREFORE: 6,300 SF/300 SF X 1 SPACE = 21 SPACES REQUIRED PARKING PROVIDED: PROPOSED REGULAR PARKING SPACES: 18 (ON -SITE) PROPOSED REGULAR PARKING SPACES: 11 (OFF -SITE) PROPOSED ACCESSIBLE PARKING SPACES: 2 (ON -SITE) TOTAL: 31 SPACES PROVIDED 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." E OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF DURING CONSTRUCTION ACCESS FOR LOCAL 14 MAINTENANCE i AL E C 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 NU. 300) g F. DROP CURB (INDEX NO. 300) G. CURB RAMP (INDEX NO. 304) CROSSWALK, N4 t H. MESSAGE SIZE &SPACING (INDEX NO. 17346) PAVEMENTARROWS &RMEI 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 n STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDF COPY a 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. m ti Rename : C100-SITE-17WG0001.dwg Plot late : Apr. a 2021 10:09= X X 1. 2. 3. 4. 5. 6. 0 ............................1....'. ........ - .. # # % # # 6 # % # # # ................. ::a .... #% ### S##### • ...... ..............., .........•...- ". ............. ... ## 1%%#0 # DUMPSTER E: CLOSIURE / - :':::'::::':'::':':'.' : #""""" "" r " " " " " " t # # # # # % # # "" # 1 CONCRETE DRIVEWAY APRON, TYP. (REFER TO ARCHITECTURAL PLANS) -123. 0 \ :::= ; :•:•;•:•;•:•:• •:•:•'•a: : ' '•'•'•' ' '•'•'•'•'•'• _ # # # % # # % # IV 0% % # I 1 OF 2 (REFER TO CITY DRIVEWAY l.................. ° .......�. �..../ . �...3a� #50 is ##### / r , -• • . • .5'.'.='.tt� .'.PAi2KaNG .SPACES. •.• .•.•.•.•. '.•.•.•.•.•.•.•........# # # # % # � 1 APPROACH DETAIL, SHEET C700). M No X V.'.V.•..'.'..• I 1 ..... .....'�....•.'...-.• ..-%####%% v ::x::::xx::: X -U I.C.%%%### ###### .%##### #%#%## ###### ###### �.... ... MOMS## %%##%# l �s Soso ..... .............#%#0 # %##%%% MOONS .......... ......�':::::::..... ..............::::::: . ............:'# .# # # # ## ## �. Mass: ass# ...........s# am . -I Fi### / /.'.'.'.'.'.'.'.'.'.'.'.'..'J............... ...... # # # # # # #### # i# s#%# %%##### / .'.'.' '.'.'....... 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SPACES ##%: %%%#%% x x: x : x x x::MON' TIE TO EXISTING / ( X Xi J SIGN # # #:: x x x x::to; CONCRETE WALK MON####### ######„## W 289.99' S 8753'2 I I /\} GUAR SITE :.�.._. : X I / PALM /DISTANCE y:.: ( � -Q� �. g7° 4� 5 ° " � # # # # # 77777 ; t'�� N f37°154' 19' ' 169.60'X (M)F \ - - o ` `r % # # `� ass a a x X - 1IE TO EXISTING \ CONCRETE WALK / \ TIE TO EXISTING-/ EXISTING � � _ / \ CONCRETE WALK / 000NCRETE „ s s NNWJ 4WDmmo A i �Nfl am NOW 4WD OEM mew "T ®� \ \ Ln \ \ \ f� 7-51 ,2b.. E Ze�i 7 �M) o Z 0 r- ®� GP'FDOT 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. A X X \ E F E 1 j CITY OF OCOEE I APPROVED FOR PERM TTING I BY: MICHAEL W MER, ®EVE &WICES DIRECTOR DATE. JUL 0 E 2021 137 ud m is•.. �iri� V 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, �tisaEs:att,f ou=A01410D0000016CE2E21 68800001426, cn=Selby G Fcsr1 P Weeks L�GEN$ '% This item has been digitally No. 66991 signed and sealed by Selby G. i N• Weeks, P.E. on the date =. S'-TF= OF a a adjacent to the seal. Printed �joRtDf d' 1c`i copies of this document are not considered signed Y'�,f I��g iAl 41 and l,Se,`, sealed and the signature must be verified on any electronic copies. 2021.04.28 21:01:13-04'00' Selby G. Weeks 56991 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 file name: C100-SITE-17VMGC001.dwg 11 GENERAL INFORMATION: PROPERTY INFORMATION: ADJACENT ZONING: PHASES: ONE (1) SUBJECT SITE: C-2 PROPOSED USE: RETAIL g 5 NORTH: A-2 (CSX) ZONING: C-2 SOUTH: C-2 (W SILVER STAR ROAD) FLU: COMMERCIAL EAST: C-2/R-1 AA AREA CALCULATIONS (ON -SITE): WEST: R-1 AA (CSX) TOTAL PROJECT AREA: 21,906 SF = 0.50 AC. 11 BUILDING SETBACKS: EXISTING IMPERVIOUS AREA: 2,908 SF = 0.07 AC. REQUIRED* PROVIDED EXISTING ISR: 0.13 EXISTING OPEN SPACE: 18,998 SF = 0.44 AC. FRONT (SOUTH): 35 FT 7.0. FT REAR (NORTH): 10 FT 122.1 FT 11 5 PROPOSED IMPERVIOUS AREA: 14,289 SF = 0.33 AC. 9 WEST SIDE: 10 FT Al 3.0 FT PROPOSED ISR: 0.65 EAST SIDE: 25 FT 44.0 FT MAX. PERMITTED ISR: 0.70 *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. PROPOSED OPEN SPACE: 7,617 SF = 0.17 AC, 5 LANDSCAPE BUFFERS: PROPOSED BUILDING: REQUIRED* PROVIDED ONE 1 ONE-STOR Y RETAIL BUILDING: -, FRONT/STREET: 15 FT A 1.6 FT. 9 11 REAR (NORTH): 10 FT 96.0 FT GROSS FLOOR AREA: 6,000 SF ° WEST SIDE: 10 FT 3.0 FT -11 EAST SIDE: 15 FT 5-- 0.0 FT MAX. PERMITTED FAR: 0.30 5 *THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. FAR PROVIDED: 6,000/26,388 = 0.23 MAX PERMIITED BUILDING HEIGHT: 45 FT PROPOSED BUILDING HEIGHT: 20 FT (ROOF) 23 FT (PARAPET) 5 WAIVER REQUEST: THIS DEVELOPMENT IS REQUESTING THE FOLLOWING WAIVERS: - BUILDING SETBACK REQUIREMENT: FRONT (SOUTH) = 7.0 FT WEST SIDE = 3.0 FT 11 - LANDSCAPE BUFFER REQUIREMENT: FRONT (SOUTH) = 1.6 FT 5 WEST SIDE = 3.0 FT' 11 EAST SIDE = 0.0 FT An UTILITIES: WATER & SANITARY SEWER: CITY OF OCOEE UTILITIES SOLID WASTE: CITY OF OCOEE PAVING LEGEND: CONCRETE WALKS AND PAVEMENT TYPICAL ASPHALT PAVEMENT SECTION (REFER TO SECTION DETAIL ON SHEET C600) / 0 5 CUMBERLAND AVE. ASPHALT PAVEMENT SECTION (REFER TO SECTION DETAIL ON SHEET C600, NOTE 2" SP-9.5 REQUIRED) 11 CLEAN & SEAL COAT EXISTING ASPHALT TO REMAIN PER MANUFACTURER'S INSTRUCTIONS / PROPERTY / iLTNE- CLEAR SITE DISTANCE TRIANGLE (35MPH / a. 0 DECORATIVE PAVEMENT / c (REFER TO ARCHITECTURAL PLANS FOR DETAIL) CHARACTER AND INTENDED USE: THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY RETAIL BUILDING WITH 9 6,000 GSF, PAVED DRIVEWAYS AND PARKING LOT, ASSOCIATED WATER, SEWER AND _ STORMWATER. 5 y FEMA FLOOD DATA: DRY RETENTION THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F, DATED: SEPTEMBER POND 25, 2009. PARKING OR PARKING:REQUIRED 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 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 9_ 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. 0 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 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) 3 D. TYPE F CURB AND GUTTER (INDEX NO. 520-001) o E. DROP CURB (INDEX NO. 520-001) F. CURB RAMP (INDEX NO. 522-002) G. CROSSWALK, STOP BAR (INDEX NO. 711-001) o H. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 711-001) I. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 520-001) 0 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: cli A. 1 HARD COPY B. 1 PDF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES o 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 o PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD DRAWINGS REPORT BY THE PERMITTEE'S PROFESSIONAL ENGINEER, FORM a 850-040-19, WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. N 18. ALL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. N DUMPSTER ENCLOSURE { (REFER TO ARCHITECTURAL PLANS) CD , 1.a j 1 � C) t� � Ln - / r I I i ° ONE-STORY 9,, - - _ BUILDING " 6,000 SF ° 2 4' BIKE R ACKS / 44' a- (2 RACKS/4 ZY / / a SPACES) / MONUMENT ° MONO ` SIGN F - �� / CLEAR SITE / DISTANCE _ _, RIGHT-OF-WAY - TIE TO EXISTING EXISTING CONCRETE WALK CONCRETE WALK I IL I V 1A I1117V CONCRETE WALK CTRA11HC SCALE Z n� w W Z t9 Z LLA 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 -I- I T�- R, I\\- CONCRETE DRIVEWAY APRON, TYP. OF 2 (REFER TO CITY DRIVEWAY APPROACH DETAIL, SHEET C700). 0 001 0 0 T�/w\ III ® i II I I F-I _ �z-_-� (2) 12'X20' ACCESSIBLE SPACE W/5' ACCESS AISLE 'i I � I a. TIE TO EXISTING CONCRETE WALK revision description date 2 AGENCY COMMENTS 07.1o.18 3 CITY COMMENTS 1i.o1.18 4 OWNER REVISIONS 03.29.19 5 OWNER REVISIONS 10.25.19 6 AGENCY COMMENTS 05.04.20 7 CITY COMMENTS 12.16.20 8 CITY COMMENTS 03.04.21 9 OWNER REVISIONS 11.24.21 10 OWNER WATER REV 01.25.22 11 PROPERTY LINE REV 05.20.22 F'DOT GENERAL NOTES: drawn by: DB 1. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE checked by: SGW PROJECT. date: 4/19/2018 2. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FOOT UPON plot scale: AS SHOWN REQUEST. 3. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION project number: 1�VMGCoo1 WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER Proposed Revised Site Plan file name: C100-SITE-17VMGC001.dwg 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. C 100 7. ALL DRAINAGE ON STATE RIGHT OF WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF PROPOSED DEVELOPMENT. Al Li 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) I��l 'u,l0.bU" a, awuuuuuuup•�r•�uauVlla`u°r.., B p u Owuu V „ .., a r, I�� uV11'u�� � Ow.ua Vn �uab' �+uu,,IV�Ia`u', I�u•,uu°ua a .„ OW:olwriU I+"uvV VV.k, ii; u. Vqa `0.gU";'„,i';a` fl U" r 1" !inrin 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 Existina Future Land Use: Low -Density Residential (LDR) — Up to four (4) dwelling units per acre (per the Joint Planning Area Future Land Use Map) Existina Zonina: Orange County A-1 (Citrus Rural District). Actual land use, proposed land use and uniaue features of the subiect 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: Jurisdiction/Zoning Classification CURRENT County Low Density Residential (LDR) FLU (density of 4 dwelling units per acre) PROPOSED 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 Feasibilitv Analvsis 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 Safetv: 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 Location Map \Fountains est Boulevard' West Road 1 -' z lei i FullerS�o� Road el u � r� Q 0 0 a� CO J ►� nu J 0 125 250 500 Feet Isaak Malka Property Surrounding Future Land Use Map i oiaa Development Services Department 0 185 370 740 reet 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) WPct Rnn(i _--- 7 OCOP Ii.11.. 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) 1 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) %r Unclassified 4 Isaak Malka Property Surrounding Zoning Map r West Road -` „�9�'r, i 0 0 v- 'ro ti}rti rrh-x��.ti 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 A. Applicant/Owner 1 1. Owner (if different from Applicant): B. Property Location 1. General Location: 2. Parcel Identification Number: 3. Street Addresses: 4. Size of Parcels: C. Use Characteristics 1. Existing Use: 2. Proposed use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use 1. Orange County Future Land Use: 2. Orange County Zoning: 3. Existing Ocoee Future Land Use: 4. Proposed Ocoee Zoning: E. Consistency 1. Joint Planning Area: 2. Comprehensive Plan: II. FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 3. Fire Flow Requirements: III. POLICE DEPARTMENT 1. Police Patrol Zone / Grid / Area 2. Estimated Response Time: 3. Distance to Property: 3. Average Travel Time Anoch Whitfield, Zoning Manager Malka Isaak 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 05-22-28-0000-00-029 To be determined 5.084 acres (1 parcel) Vacant with scattered trees Single-family attached townhomes County Rural A-1 Low Density Residential per JPA FLUM PUD Yes (upon approval of requested JPA update) Yes 5 Min 2.3 Miles TBD District 1 11 minutes (non -emergency response) 5.9 miles 11 minutes Page 1 of 3 IV. ECONOMIC VALUE 1. Property Appraiser Market Value: 2. Property Appraiser Taxable Value 13. Estimated City Ad Valorem Taxes: 14. Anticipated Licenses & Permits: 1 5. Potential Impact Fees: 1 6. Total Project Revenues: V. PUBLIC WORKS DEPARTMENT 1 1. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 1 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Force Main: 5. Annexation Agreement Needed: C. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: VII. TRANSPORTATION 11. Paved Access: 2. ROW Dedication: 3. Traffic Study: 4. Traffic Analysis Zone: Applicant Name: Aaron Matson, CAP 5 Development, LLC Project Name: Isaak Malka Annexation & Rezoning Case #: AX-04-22-24 & RZ-22-04-37 Anoch Whitfield, Zoning Manager $45,776,551 (as vacant land in County) $45,776,551 (as vacant land in County) TBD TBD TBD TBD No Jennifer Bolling, Engineering Manager No (in Orange County Utilities) No (in Orange County Utilities) Anoch Whitfield, Zoning Manager Yes — Desert Candle Drive Yes — proposed 50-ft ROW dedication Required Page 2 of 3 Vill. PRELIMINARY CONCURRENCY EVALUATION A. Transportation: B. Parks / Recreation: C. Water / Sewer: D. Stormwater: E. Solid Waste: F. Impact Fees: IX. SITE SPECIFIC ISSUES Applicant Name: Aaron Matson, CAP 5 Development, LLC Project Name: Isaak Malka Annexation & Rezoning Case #: AX-04-22-24 & RZ-22-04-37 All Departments X. CONSISTENCY WITH STATE ANNEXATION REGULATIONS Anoch Whitfield, Zoning Manager Page 3 of 3 J Q WF- Wmo O :D ::) O a- z F- rz F- O C� _J Q CN CN LLJ O c5 0-- O 01 L Q po [If rn Ln , O4- L- C/) Of I O N O of (n I I I c WEST ROAD N04"07'23"E PUBLIC RIGHT OF 30.02'-~ WAY VARIES cf) m O x x z m o D r � 7077 ®154.24' CK 103 GREENS AT FOREST LAKE - PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 CITY OF OCOEE FLU: MEDIUM DENSITY RESIDENTIAL T - ZONING: PUD 12 15 16 19 20 21 22 23 24 R VARIES S a:07'18"E 400.00' WEST ROAD 30.00' PUBLIC RIGHT OF WAY \ GREENS AT FOREST LAKE - PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 DESERT CANDLE DRIVE _PUBLIC RIGHT OF WAY VARIES _� \ PER GREENS AT FOREST LAKE - PHASE 1 PLAT BOOK 102, PAGES 9 THROUGH 14 7;V 7.. TRACT G-3 - OPEN SPACE ' 1 LOT 128 LOCATION T OF FULL _ ACCESS I \ 1 1 43 44 45 46 47 \ -LOT 127 48 LL, _U J co CL W 0 CL 0 Of CL 0 LO Q U <C E - ORANGE COUNTY FLU: LOW DENSITY RESIDENTIAL ZONING: R-1 A (VACANT) 25 26 27 28 29 30 } i TRACT TABLE: } TRACT ID LAND USE OWNE$,$HIP MAINTENANCE AREA (AC,/%i 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 5.08100.00% TRACT M OPEN SPACE O 0� z 34 O^ ¢ W N IV)YQ / 6 z J N C�NW Lr n rj 0w jZ w �w� 18' • I ci owLLJ w N O N C)= 0 0 T � f \ / 27' 22' END D - - \ L1PII T- --�..-..-MI I 20' R =AR SETBACK j 105' 2' } t 25' FRONT SETBACK } PUBLIC ROW TYPICAL LOT } Z� LAYOUT PROJECT TEAM MEMBERS: OWNER: CIVIL ENGINEER: LANDSCAPE ARCHITECT: MALKA ISAAK MADDEN, MOORHEAD, & STOKES, LLC. MAGLEY DESIGN GROUP 5305 CLOUDS PEAK DR. C 431 E HORA110 AVE, STE 260 1817 EAST WASHINGTON STREET LUTZ, FL 33558 MAITLAND, FL 32751 ORLANDO, FL 32803 } PHONE: (407) 629-8330 PHONE: (407) 898-0223 EMAIL: BBECKHAM®MADDEN-ENG.COM EMAIL: RMAGLEYOMAGLEYDESIGN.COM 4 1 DEVELOPER APPLICANT: SURVEYOR: 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 c EMAIL: JRICKMAN®ALLEN-COMPANY.COM �..� LEGAL DESCRIPTION: .�.. • BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF 1. THE PROJECT WILL BE BUILT IN ONE PHASE. THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 8916'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 2. THE PROJECT WILL BE DESIGNED WITH 2 STORMWATER MANAGEMENT 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. FACILITIES THAT WILL ACCOMMODATE THE PROPERTY. THE PONDS WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. SITE DATA: 3. BASED UPON FIRM MAP #12095CO215F, THE SITE IS WITHIN FLOOD ZONE X. 1. PARCEL ID NUMBER 05-22-28-0000-00-029 4. WATER SERVICE WILL BE PROVIDED BY THE ORANGE COUNTY UTILITIES. 2. LAND USE 5. EXISTING (CITY OF OCOEE) LOW DENSITY RESIDENTIAL (L.DR RECLAIMED WATER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. PROPOSED (CITY OF OCOEE) HIGH DENSITY RESIDENTIAL (HDR) 6. WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY UTILITIES. 3. ZONING EXISTING (ORANGE COUNTY) A-1 7. FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE FIRE AND PROPOSED (CITY OF OCOEE) PD RESCUE. 4. UNIT TYPE TOWNHOME COMMUNITY 8. POLICE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE POLICE DEPARTMENT. 5. TOTAL LAND AREA 5.08 AC 9. ACCESS TO THE SITE WILL BE VIA FOUNTAINS WEST BLVD. TO DESERT 6. PROPOSED UNITS 48 UNITS CANDLE DR. 7. PROPOSED DENSITY 9.44 DU/AC (GROSS) 10. THE PROJECT ROADS WILL BE PUBLICLY OWNED AND MAINTAINED BY THE 8. MINIMUM LOT SIZE 22' x 105' 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. 9. MINIMUM LIVING AREA 1,500 SF 10. MAX BUILDING HEIGHT 35' (2-STORY) 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 11. OPEN SPACE DEVELOPER. REQUIRED, 30% NET AREA 5.08 AC x 0.30 = 1.52 AC PROVIDED, INCLUDING DRY RETENTION 1.69 AC 12. AT THE TIME OF DEVELOPMENT, THE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR DEVELOPMENT, SHALL COMPLY WITH ALL CITY 12. RECREATION TBD REGULATIONS AND ORDINANCES IN EFFECT AT THE TIME OF FINAL SUBDIVISION PLAN APPROVAL. 13. SCHOOL AGE POPULATION 48 UNITS x 0.329 = 16 CHILDREN ( 14. VISITOR PARKING SPACES 13. TBD FINAL DEVELOPMENT ORDERS OR PERMITS MAY BE ISSUED ONLY UPON FINDING BY THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE -� -� 15. BUILDING SETBACKS -�--� CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE CONCURRENT WITH THE IMPACTS OF THE DEVELOPMENT. FRONT 25' REAR 20' 14. A HOMEOWNER ASSOCIATION WILL BE CREATED TO PROVIDE FOR THE SIDE 0' MANAGEMENT OF COMMON AREAS AND FACILITIES INCLUDING STORMWATER CORNER 15' MANAGEMENT AREAS AS REQUIRED BY THE CITY OF OCOEE LDC. 16. BUILDING SEPARATION 15. THE PROJECT CONSISTS OF SINGLE-FAMILY DWELLINGS CONSTRUCTED AS REAR TO REAR 40' 2-STORY, CONNECTED- TOWNHOME UNITS WITH ZERO FEET BETWEEN SIDE TO SIDE 20' BUILDINGS. UNITS WILL BE CONSTRUCTED IN EITHER 4 OR 6-UNIT REAR TO SIDE 30' GROUPINGS. EACH BUILDING WILL BE SPRINKLED WITH AN NFPA 13D OR 13R SYSTEM. 17. UTILITY IMPACTS WATER 48 UNITS x 350 GPD/UNIT = 16,800 GPD 16. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH CITY OF SEWER 48 UNITS x 300 GPD/UNIT = 14,400 GPD OCOEE LAND DEVELOPMENT CODE. A STREET LIGHTING PLAN, INCLUDING FIRE 1,000 GPM ® 20 PSI, 2-HOUR DURATION STREET LIGHT ASSEMBLY DETAILS, SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION OF STREET LIGHTING. 18. TRAFFIC GENERATION 343 DAILY TRIPS 17. NO WORK SHALL BE PERFORMED WITHIN THE WEST ORANGE TRAIL 29 PM PEAK TRIPS PROPERTY UNTIL ACCESS EASEMENTS HAVE BEEN APPROVED BY ORANGE IMPERVIOUS AREA COUNTY BCC. \19. 1 PROJECT SITE 65% INDIVIDUAL LOTS 90% 70' UTILITY EASEMENT TO ORANGE COUNTY UTILITIES _ 10' - 50' RIGHT-OF-WAY '- - 10' UTILITY UTILITY EASEMENT 25' t 25' - EASEMENT 5' ► 6' - -� 12' 12' ► •• 6' ► 5' - SIDEWALK SOD PARKWAY DRIVE LANE DRIVE LANE SOD PARKWAY SIDEWALK w w 2' MIAMI CURB FDOT INDEX NO. 300 ' 2% MAX 2% TYP -► 2' 2% TYP. 2% MAX ► �,M 2% TYP. 2% TYP. -v-► i TYPE SP-9.5 ASPHALT 4 THICK STRUCTURAL COURSE STABILIZED SUBGRADE SIDEWALK LIMEROCK OR CRUSHED _ CONCRETE BASE TYPICAL 50' RIGHT OF WAY SECTION NOT TO SCALE GRAPHIC SCALE 40' 0 20' 40' 80' ( IN FEET ) 1 inch = 40 ft. EMISSION 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 ►lm1 11:4 I MOOKHEAD 24 S i OKES. LLC' CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 im W O U O z O LL O a T 0 O L V z Q Q \ T z Q z O U Q w z Q ry O tM N r N O � o � N U CV w o z d L�j d o 0 Q N F Y N Z U w m� z �w Q Q< ] LLI W Q ~ Z w m Z W w U z :2 W LLn F M z o Of d N LLJ LJ N N \ W o o Z a �NI'o�Lncfll,00a-)0 w JOB # 22012 z DATE: 05/03/2022 SCALE: ill= 40' DESIGNED BY: BSB o N DRAWN BY: BSB APPROVED BY: BSB rn c Uj 1-1 LUP04 a 0 0 r■ 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 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 10Z11Z1171 o01Na:�•Aum10aI • : • now C200 PRELIMINARY UTILITY PLAN SV-001 BOUNDARY & TOPOGRAPHIC SURVEY Z FA tI] *1 0111 11 w mul I Ell laiL IA 1 1111 11 1� SECTIONS 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST m • Lei gme-11i mAll . • Icz r nr% W%".. CLOUDS PEAK DR. ORLANDO, FL 32832 PROJECT TEAM MEMBERS: OWNER: MALKA ISAAK 5305 CLOUDS PEAK DR. LUTZ, FL 33558 DEVELOPER APPLICANT: 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 C SURVEYOR: ALLEN & COMPANY 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 654-5355 EMAIL: RICKMMOALLEN-COMPANY.CC a LANDSCAPE ARCHITECT: MAGLEY DESIGN GROUP 1817 EAST WASHINGTON STREET ORLANDO, FL 32803 PHONE: (407) 898-0223 EMAIL: RMAGLEY®MAGLEYDESIGN.COM "i"C 1111'1 T _'T" IT AP 1 " = 2,000' ght m F= w CIVIL ENGINEERS ��'CN n N LL F- W O ry a Ne J cQ G i Q Q 3 17, U O O U' N O (V cV C N N O CV (V O O / L 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 -ToB- - TOP OF BANK -BOB- - BOTTOM OF BANK ABS - ACRYLONITRILE BUTADIENE STYRENE PIPE EM - CATCH BASIN le - FIRE HYDRANT VICINITY MAP: (NOT TO SCALE) FOUNTAINS WEST BLVD 0 s 1 " = 30' GRAPHIC SCALE 0 15 30 WEST ORANGE MEMORIAL GARDENS j .• 1 25.00 RIM=154.19' RIM=154.16'j S/INVERT=154.27' S/INVERT=154.27'2.3'X2.3' CONCRETE COLUMN .70'_ 154.21'154.33' '155,61' ..... .J 156.01' 156., 154.50"�-, I 60 154.28" 154.34" LLL:::III 37'•68 156.10' 155.01' ,t S5.n3' 1''----., 155.23 ' 156.p6' 156.( RECOVERED 1/2" IRON 55.5' 156.E ROD AND CAP IB 1977" 0.17'S & 0.35'W ++ ,g4 `i I x 156.1' hy6� 1 50.00 EDGE OF PAVEMENT - SITE BENCHMARK SET 1/2" IRON ROD AND CAP "LB#6723" ELEVATION = 155.78' A h� Q � Ld Ue n" Q _ 6 + \O Eri Q cn E� C6 Lj o Lpo N ^ o' Of I z o U) 413 ^hy h � EDGE OF PAVEMENT I 6101i 011h h�A WEST LINE OF THE NW 1/4 SECTION 5-22-28 1\ OrocA i DESERT CANDLE DRIVEPUBLIC ES PER GREENSRIGHT W AT FOREST LAKE -AY PHASE 1 . PLAT BOOK 102, PAGES 9 THROUGH 14 25.00 _ - r 158.46' �-- 2' - EDGE OF PAVEMENT - , `t 58.63' 158 96' BACK OF CURB �- ' - .._.. .63 158.75 ,; - 159.19' 159.19' 159.08'�, � """' , „ i 158.56, , 15�' „158.81' 159.25159.23' _37.68 .. ...... ts9.24': .... - - 70` 58.62' ESTERLY(D) 159.30 59 2 ts8. ~ CONCRETE SIDEWALK I 4 t N86°58 31 "W 400. ,.. _. .....,_ 159.2T� 159.29' 1 00' x157.5' 26 RECOVE K 159.34' CONCRE x157.5' - . '' ..-..._. TRACT G- v c6 �o OPEN SPACE g� 'h - N METAL PIPE 4° STUB S RIGHT OF WAY LINE OF (USE UNKNOWN) 6' VINYL FENCE -DESERT CANDLE DRIVE AND IS 0.4' E THE BASIS OF BEARINGS I LOT 128 o m c n _ DRAINAGE om (TYPICAL) ~i LOT 127 m 0 m- I TOP OF BP _ ILOT 126 ILOT 125 of ~ LOT 124 L I I' LOT 123 o L TRACT G-3 OPEN SPACE N ~ N LOT 122 D ILOT 121 TOP OF BANK ' LOT 120 D VACANT LAND o DRAINAGE GRATE ' 'I (TYPICAL) LOT 119 W i a I Q 0 - 0- 00 u� EY LOT 118 Q 1 En W E- q wQ a-- of C)\Cvil WO OLV CY W~ CL LOT 117 Q`1 4r1 0 O zo im "' w 1- �¢ ?' TRACT G-3 o a q OPEN SPACE 0 I� � LOT 116 m` - U LOT 115 h a I o.. LOT 114 Io im iF' „ LOT 113 N, n 6' VINYL FENCE I� v IS0.5'E yb. +^ 1N a N TRACT G-3 o . � OPEN SPACE O O OQ / toYa �W_n I 1-UIE141 Ur CSChIIVIVIIVh �M�r wc� SET 1 /2" IRON ROD AND CAP a c� w 3 z 'RECOVERED "LB#6723" AT A POINT 30' N OF THE N w o 0 1/2" IRON SW CORNER OF THE W 1/2 OF THE SW N o U- o _ ROD AND CAP "LB#5814" 1/4 OF THE NW 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST _ u1) 5.57'N & 2.05'W 7 o 20.00 h��� 40 ^y6, ' 1 -- 0 6' VINYL FENCE IS0.8'E \ 6 S88°07'18"E 400.00' 30.00 (D) I--------- 30.00 ROAD +�6 30.00 WEST ROAD ---- --N80-16'00"E(D) �- WEST PUBLIC RIGHT OF 1y�6+ - _-30.00' PUBLIC RIGHT OF WAY --------- _- -------------- +�y6. 10' DIRT TRAIL ,, _ ___ ` y •.,, ^ RECOVERED 4 X4 + 30.00 WAY VARIES ----- - - 5 GATE �h0� CONCRETE MONUMENT I "LB#7194" - - RECOVERED NAIL AND DISK WEST ROAD "LB 6097" AT THE SW CORNER? S LINE OF THE NW 1/4�/- 30.00' OF THE WEST 1/2 OF THE SW SECTION 5-22-28 - - - O.R.B. 736, PAGE 273 1/4, OF THE NW 1/4 SECTION - - I 5-22-28 A L L E 1'�I COMPANY SURVEYING MAPPING GEOSPATIAL SERVICES www.allen-company.com 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 654-5355 _ VJ uj - -= W 00 W - -- ry z Q vi ry p ULL ILL ® VJ w CV o LL V a) (7) z 3: U O 0- N O L 0 ® z O U W U) U - -I J H z W 0 w w c U m = M - N � r- - - c0 N W z d En � Z m Q Y W N U - z (i' LLJ U � ` J W W Q O LL U) z - O to e � _ LLJ 0 LL I Q 0 JOB #: 20210961 DATE: 6/3/22 SCALE: 1 " = 30' CALC BY: JPC FIELD BY: AT,DH DRAWN BY: JPC CHECKED BY: JLR SHEET 1 OE 1 A F P 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 AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT AL ALUMINUM F&I FURNISH AND INSTALL PP POLYPROPYLENE ALT ALTERNATE FIG FIGURE PR PHONE RISER AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE AMP AMPERE(S) FIT FITTING PRESS PRESSURE APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT 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 AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT B FPS FEET PER SECOND PWR POWER FT FEET/FOOT Q BFP BACKFLOW PREVENTER FTG FOOTING BL BASELINE C Q FLOW RATE BLDG BUILDING R BLVD BOULEVARD GA GAUGE BM BENCH MARK GAL GALLON R RADIUS BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE BV BUTTERFLY VALVE GR GUARD RAIL REINF REINFORCED) GRD GROUND/GRADE REQD REQUIRED C GSP GALVANIZED STEEL PIPE REV REVISE/REVISION GV GATE VALVE RPM REVOLUTIONS PER MINUTE CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD CB CATCH BASIN GW GUY WIRE RT RIGHT CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CEMENT u R/W RIGHT-OF-WAY CF CUBIC FEET 1 I RWM REUSE WATER MAIN CFM CUBIC FEET PER MINUTE HB HOSE BIBB C` 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 CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE C/L CENTER LINE HR HOUR SD SIDE DRAIN CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET 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 CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE 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) 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 COR CORNER IR IRON ROD SS STAINLESS STEEL CPLG COUPLING INT INTERSECT/INTERSECTION ST STREET CPP CONCRETE POWER POLE INV INVERT STA STATION CS CONTROL STRUCTURE I STD STANDARD CTG COATING J STL STEEL CTR CENTER JB JUNCTION BOX STIR STRUCTURE CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER CULV CULVERT JST JOIST SUP SUPPORT CY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION CYL CYLINDER SVC SERVICE D SW SOUTHWEST L LENGTH SWK SIDEWALK DBL DOUBLE LAT LATITUDE SYM SYMBOL(S) DEG OR DEGREE LATL LATERAL SYMM SYMMETRICAL DEFL DEFLECT(ION) LB POUND SYS SYSTEM DEPT DEPARTMENT LF LINEAR FEET/FOOT T DET DETAIL LG LONG I DHWL DESIGN HIGH WATER LEVEL LIM LIMITS) T TANGENT DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK DIA DIAMETER LONG LONG T&B TOP AND BOTTOM DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK DIM DIMENSION LWL LOW WATER LEVEL TC TIME OF CONCENTRATION DIP DUCTILE IRON PIPE TD TRENCH DRAIN DISCH DISCHARGE M TDH TOTAL DYNAMIC HEAD DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL DMH DROP MANHOLE MAIL MATERIAL TEMP TEMPORARY DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE DRN DRAIN MECH MECHANICAL TOB TOP OF BANK DWG DRAWING ME MITERED END TOC TOP OF CURB DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE MGD MILLION GALLONS PER DAY TOT TOTAL E MH MANHOLE TS TOP OF SLOPE E EAST MHC MANHOLE COVER TWP TOWNSHIP EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL EC EDGE OF CONCRETE MIN MINIMUM I I U ED ENERGY DISSIPATOR MISC MISCELLANEOUS EF EACH FACE MJ MECHANICAL JOINT UD UNDERDRAIN EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL LION UNLESS OTHERWISE NOTED E/L EASEMENT LINE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE ELB ELBOW MPH MILES PER HOUR \ / ELEC ELECTRIC MSL MEAN SEA LEVEL V ELEV ELEVATION MTG MOUNTING VB VALVE BOX ELLIP ELLIPSE/ELLIPTICAL I VC VERTICAL CURVE ENC ENCASEMENT 1 �1 VCP VITRIFIED CLAY PIPE ENG ENGINEERING) NAWTH NORTH VERT VERTICAL EOP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY EQUIV EQUIVALENT NE NORTHEAST W ESMT EASEMENT NG NATURAL GROUND `��' EST ESTIMATE NIC NOT IN CONTRACT W WEST EW EACH WAY NO OR # NUMBER W/ WITH EWL ENDWALL NOM NOMINAL WM WATER MAIN EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/0 WITHOUT EXIST EXISTING NW NORTHWEST WP WATER/WEATHER PROOF EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE EXT EXTEND/EXTENSION O WS WATER SURFACE WSWT WET SEASON WATER TABLE OC ON CENTER WT WEIGHT OD OUTSIDE DIAMETER WV WATER VALVE OE OR EQUAL WWF WELDED WIRE FABRIC OPNG OPENING WWM WELDED WIRE MESH OPP OPPOSITE ORCP OVAL REINFORCED CONCRETE PIPE I OS OUTFALL STRUCTURE YD YARD OVFL OVERFLOW YR YEAR OVHD OVERHEAD MISC & AND 0 AT A DELTA I111\ICI CENTER LINE WIRE FENCE CHAIN LINK FENCE WOOD FENCE GUARDRAIL EXISTING PLATS RETAINING WALL RIGHT-OF-WAY LINE SHORELINE SWALE SANITARY SEWER LINE CLEANOUT S BUILDING LINE CONTOURS • _� 0 � 1 WATER MAIN DIP PIPE REUSE WATER MAIN BACKFLOW PREVENTOR STORM DRAIN STORM SEWER MANHOLE MITERED END STORM INLET FDOT TYPE 6 INLET HIGHWAY & UTILIT BENCHMARK GUY POLE RECOVERED 4x4 CM WOOD UTILITY POLE CONCRETE UTILITY POLE SET 4x4 CM ELECTRIC MANHOLE SET IRON ROD TELEPHONE MANHOLE RECOVERED IRON ROD TELEPHONE RISER CONCRETE ELECTRIC BOX / TRANSFORMER COUNTY ROADS WELL INTERSTATE ROADS MONITORING WELL STATE ROADS DUMPSTER WOOD AND/OR METAL RR CROSSING SIGN LIGHT POLE RR CROSSING GATE CONCRETE LIGHT POLE TRAFFIC SIGNAL POLE YARD LIGHT SATELLITE DISH MISCELLANEOUS SIGN GUY WIRE 16 15 21 22 SECTION CORNER HANDICAP PARKING EDGE OF PAVEMENT W/O CURB SPOT ELEVATION EDGE OF PAVEMENT W/CURB RAILROAD TRACKS GAS MAIN UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC • 6 lC- � 1 ' UNDERGROUND CABLE TELEVISION EASEMENT FORCE MAIN MANHOLE WATER VALVE FIRE HYDRANT WATER METER FDOT TYPE 1 INLET FDOT TYPE 2 INLET FDOT TYPE 3 INLET FDOT TYPE 4 INLET FDOT TYPE 5 INLET IE S BRICK PAVERS DIRT ROAD 8" MAPLE TREE 8" OAK TREE 8" PINE TREE 8" PALM TREE 8" MISC. TREE I111\I�� 411Us] 11A01 0 13 �;II101 PROPERTY LINE MADDEN CONSERVATION 100 LF STS 24 H DPE 0 0.20% 100 LINEAR FEET STORM PIPE 24 HIGH DENSITY SETBACK POLYETHELENE PIPE ® 0.20% CIVIL ENGINEERS CENTER LINE _ — UNDERDRAIN 6" HOPE PIPE 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 0 0 0 — CHAIN LINK FENCE DRAINAGE FLOW DIRECTION (407) 629-8330 _ CONTOUR E FDOT INLET TYPE 1 80 - — - — ��nn 0 vJ EASEMENT i� FDOT INLET TYPE 2 0 0 ELi x X x- FENCE A FDOT INLET TYPE 3 0 w O U O " GUARDRAIL E FDOT INLET TYPE 4 o \Q LOT LINE FDOT INLET TYPE 5 O ~ v a RETAINING WALL FDOT INLET TYPE 6 00 W - - - - RIGHT-OF-WAY LINE MANHOLE Q ry o Q SETBACK LINE MITERED END SECTION E J SHORELINE '- SLOPE DIRECTION ARROW Q Q FOR POND SIDE SLOPE U E — SWALE 000.00 pSPOT ELEVATION 0 TREE LINE STORM INLET Inz U E 0 Q O W � � Z co U Q SANITARY HIGHWAY & UTILITIES 0 Y J 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET E BOUND CORNER Q SANITARY 8" PVC PIPE ® 0.40% SLOPE Q o o CONCRETE N Y 00 CLEANOUT Q Ln w� M H o_ M 4 DOUBLE SANITARY 520 COUNTY ROADS 0 SERVICE 71 1 -001 o N DETAIL REFERENCE " J FM FM FORCE MAIN FM FM C900 0 J PVC PIPE DUMPSTER MANHOLE c G FF=98.76 FINISHED FLOOR ELEVATION EATER & REUSE EATER TYPE A W/ FHA LOT TYPE -® GUY POLE _ wm wM wry wry wry wry - WATER MAIN PVC PIPE � o �---} 11 1/2' BEND HANDICAP PARKING ®��rj%®i1111t11%�N 22 1 /2' BEND 95 INTERSTATE ROADS °°°'b,. �z 45' BEND =° a x-} LIGHT POLE �' ' Z si 90' BEND w ,. "�--, i,, TEE v v -� SIGNS g-�,°�°�°a° c� o 16 15 LLJ � t Ott �` �z CROSS SECTION CORNER z Uj 21 22 O m —N— CHECK VALVE w 50 STATE ROADS -NN- DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SILT FENCE SERVICE N TRAFFIC FLOW GATE VALVE PAVEMENT MARKING FIRE HYDRANT UTILITY POLE O METER BLDG OR STRUCTURE D REDUCER 0 BLOWOFF TYPE F CURB & GUTTER OHO BACKFLOW z CL LO PREVENTER MIAMI CURB o ;-i SAMPLE POINT N w N o 2 N CROSS SECTION DETAIL CEANOUT �01 w N Q Q) c RWM RWM RwM RwM RECLAIM WATER MAIN �Nro�tc)(0r,00a)0� 0) 3 DOUBLE RECLAIM WATER SERVICE N JOB # 22012 I 0 DATE: 04/26/22 SCALE: N/A N 0 DESIGNED BY: JAS j DRAWN BY: JAS U) APPROVED BY: BSB % rn w N C002 0 O 0 / LL I r T- AND CROSSWALK (TYP.) - - I L /U U 11L1 I I r-M3EAE.111 1U URMMA. WUN11 U nu11r_Z STORAGE (SCREENED) (TYP.)10, 50' RIGHT-OF-WAY 10' .01 22' �L2 22• 22' 22' 21' t2 22' 22' UTILITY 25' UTILITY 27' 22' �2L. EASEMENT I 25' 1 EASEMENT 5' 6'— 12' 12' — 2' — 6'— 5'—' SIDEWALK SOD DRIVE LANE DRIVE LANE SOD SIDEWALK TRACT A w RM PUBLIC ROW PARKWAY 2' MIAMI CURB PARKWAY -m O---F — -- } Z� FDOT INDEX NO. 3002% MAX 2% TYP L2% TYP. 2% X 32% TYP. 2% TYP. am --m mmmm U') ROAD p i i P, 'V A V 4- rb� 20 21 22 —A- STABILIZED SUBGRADE SIDEWALK ................ d-1 CF VVA Y -W, TYPE SP-9.5 ASPHALT 4" THICK L7 SP-9.5 ASPHALT f) 13 14 1-5 STRUCTURAL COURSE LIMEROCK OR CRUSHED CONCRETE BASE is 19 )F A! K,� I IT PROPOSED 51 EWALK (TYP.) PROPOSED 20' x 10' PARALLEL FLU L�-)W DU FE'-Z)EITAI TYPICAL 50 1 RIGHT OF WAY SECTION El - AIM PARKING SPACE (n1 , -- � A VA� ?.) I (Ji —� 1 NOT M SCALE m kyj role] N N MAI ow.40612 Kel 1.1 WIsm no CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 r') 04 r- r- (14 0 L0 0 � 0 Ir") 0 z A C04 LL AN-5- c; 0 w z s7z z 40 0 LLJ r) --D Ld z Uj U- m Z Uj 0 V) 0) 0 c 0 > Lj C 0 04 04 LLJ 04 < m c=) 0 0 (D r- M M 0— s E JOB # 22012 00 DATE: 04/26/22 0 1 SCALE: 1 30' DESIGNED BY- JAS c4 DRAWN BY: JAS CL APPROVED BY: BSB bi C14 0 04 ci 00 04 0 0 I PROPOSED CONNECTION TO EXISTING PVC RWM r-wr;I Fwr,l F WM r M,l PROPOSED PVC RWM EXISTING PVC RWM (TYP.) ------- - F w n --- ,-wr PROPOSEED CONNEC11ON TO EXISTING SANITARY MANHOLE = M„ l \ _ PROPOSED CONNECTION PROPOSED SANITARY TO EXISTING PVC WM PVC PIPE (TYP.) a o 1 rm(znur_ Dvr, wu fTw 1 _ + PROPOSED SANITARY MANHOLE (TYP.) cr.� 159.08 158.70'x u .62' M 159.27'X 159.29'M x 1m-Oftigill1 159.34' mhlvnvLL k i 1r.) a I' - PROPOSED HP STORM PIPE (TYP.) PROPOSED POdD (D 0 ,I �I PROPOSED FDOT TYPE V INLET O a ' } ,I I ,I O ( - I PROPOSED PCND nm vim Ift -- — — — — — — — — — — — — ---- ..� mom MENNINNAN on -- —I— — + o 4" -- ----- — — — — — — — — — — — / DRAINAGE FLOW ARROW (TYP.) 5 G Is PROPOSED MITERED END SECTION (TYP.) ,',IM 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/ 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 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 NONE 11 1 11 :4 � CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629- 8330 Z ap Q Ill w w 00 � R V W U O Q n LL- O z 0 Q �cc:C) a OL. 0a0 _j � Q a Z � /f \� Z Z a0 W _ W U Z Q IL ry 0 0 rn N r N Q N Lj ®aa®sad�a Z �.: , aam ",Cj L.L.LO , & •a a a (3) Lu 52 ` Uj (® z r g w C W,ol - ` p o z '#i1llt� z w m � Z G Ld w U � N z w = O v rn V w O o a � c o 5; s w � �I w � N LLJ Q co p O p 0(Dr-MM0 - C CL JOB ## 22012 I 0 DATE: 04/26/22 c,')I SCALE: 1" = 30' o DESIGNED BY- JAS j DRAWN BY: JAS a_ APPROVED BY: BSB c N C20004 0 0 ORANGE COUNTY FIRE TRUCK VEHICLE PROFILE (TYP.) max, 1 2 3 4 5 7 8 0 12 0 13 I 14 I I 15 I° 16 17 i I 18 1 1 , I I p O b 19 20 21 22 23 24 1 , .01 / -s- — --- --- -- -- \— — — — — — — — — — — — — — — — — — — VEHICLE DRIVE PATH (TYP.) F'0 43 44 45 46 47 48 42 41 39 0 37 36 35 34 33 32 31 25 26 27 28 29 30 04 X i TURN RADIUS TEMPLATE N.T.S. 7.7' - - 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. .. i GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. IU'11111114► .,. Ell _ MAI 61F.M.12 K91.11. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629- 8330 zLL- Q 0 Q w W 0 _I IL W 0 0 z 0 0 W a n �00 a Uh U Q I..LI J U V Q z w 0 v) W z _ Q ry 0 Q O 0 00 N N O (14 Cd N N V) z 0 3 > E W O a� E W c o � Q o o U �I JOB # 22012 0 DATE: 04/26/22 SCALE: 1" = 30' 0 DESIGNED BY- JAS j DRAWN BY: JAS a_ APPROVED BY: BSB c w N C30004 O 0 / UNIT 2 UNIT 1 (MIRROR) i A 0111 L FIA ElIj EIA [E11A ................................................ A E-AlA 101A UNIT 2 IN hol", l� Simi 5PINGLE5 ROOF UNIT 1 UNIT 1 (MIRROR) DECORATIVE BRACKET (TYP) LAP SIDING DECORATIVE 5HUTTER 4' RA15ED BAND 545 FIN15H 5 4 5 FIN15H (TYP.) TEXTURE CEMENTIOU5 COATING A5TM C296 (TYP) STONE VENEER (TYP.) LAP 51DING 4' TRIM 5HINGLE5 ROOF TEXTURE GEMENTIOU5 COATING,45TM C2136 (TYP) STONE VENEER (TYP.) -1 0 E SIDE ELEVATION (TYP) SCALE: 3/1/o = V-0` SIDING RIM GLEE ROOF IRE GEMENTIOUS ING 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. By: 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. West Road EXHIBIT "B" Isaak Malka; Property oc,ation �Map w 7C3 -�ip'' s Road FUl r5 P-10 IN 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) ADVERTISED 2022 READ FIRST TIME 2022. READ SECOND TIME AND ADOPTED , 2022. UNDER AGENDA ITEM NO. 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. By: City Attorney 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" �Arqro n., al o"Hom Duleva'r� c � - ------ Wr .......... Ul r Fo s Ro ad ........... . . �c . . . ....... 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 Rusty Johnson, Mayor (SEAL) ADVERTISED 2022 READ FIRST TIME 2022. READ SECOND TIME AND ADOPTED , 2022. UNDER AGENDA ITEM NO. 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. By: City Attorney 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. West Road EXHIBIT "B" Isaak Malka; Property oc,ation �Map w 7C3 -�ip'' s Road FUl r5 P-10 IN 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) 1A 'aur' Y0.4VVVlIP^,0.4V11 STAFF REPORT TO: The Planning and Zoning Commission � 0.4VVVVVVVP..,p..,V0.gVlla'U.P.., B VVu�p,a`Vll, Ipp,Il Ow:ua Vn '�u°al �+"uu°;•,li V�la'u°, ��u;•,li u°ua li :"„ a aa'auu°.';a ` � )� u', a'u', V V V, � �u;•,li u°ua li V 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 North N/A East Low Density Residential South Low Density Residential West Commercial Zoning Classification N/A City of Ocoee (R-1A) City of Ocoee (PUD) AKA Eagle Creek City of Ocoee (PUD) Existing Land Use Central Florida Expressway 429 Glad Tidings Church Vacant Residential 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 West Road pr1vate Q . r�V,9 FLoa6 NV S�a�e Fullers Cross Road C-) o O -o CD a CD eG � 0 O � O G N O 0- .s i CD i ip i 0 R 0 uu mim�u uAn"�„ w n ivi iV� �i� Nim� mw � ����u ry 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 Property Zoning Classification: General Agricultural (A-1) .ir7G 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) i Commercial (PU D) Low Density (PUD) Medium Density (PUD) =High Density (PUD) Public Use (PUD) VZ Unclassified r,n r Al PUD-COMM. -i UD-PU -- s�a�� R-1 A u. R-1 A Ftille Cross oad FF A-1 p,. " k a u ',r f q, ,na - r-= - A - [PLAN HOEK PRE yvxz%Av9__EF x D D D D D A � FOR 1 COVER SHEET 2 PRELIMINARY SITE PLAN N,s MIXED USE @ FULLERS CROSS 3 OFFSITE FORCEMAIN PLAN jtlp r'4,110 4'29; 6 v` SITERD & OCOEE APOPKA RD ' L E U/` A L 'LfOlERg`mn SECTION 6 TOWNSHIP 22 SOUTH, RANGE 28 EAST/00 t 2022 Microsoft Corporation Oc 2021 TornTorn A PARCEL OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 6, T22S, R28E, ORANGE COUNTY, FLORIDA, i'mm OCOEE FLORIDA �oo\ ";?,v l V-S'�p Ehr$�"ap�,r ",� BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ��­4 ,14s440 ' a. wa / �.ffyj �.•'"'�G Sle!f��.., '�� 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 No. 84516 6; THENCE LEAVING THE SOUTH OF THE SW 1/4 OF SAID SECTION 6, N00148'23' 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 STATE OF EAST LINE OF THE SW 1/4 OF SAID SECTION 6, S89043'59"W ALONG THE NORTHERLY RIGHT OF WAY LINE OF O Prepared For. `• 07/07/2022 r¢ 4U l �`t FULLERS CROSS ROAD, A DISTANCE OF 742.01 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF vvv u ' 'W � I .,��: •`''A 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 GPK 81Ca+rr,„,,,,Ai,,,,nwta+r`� WAY LINE OF SAID OCOEE APOPKA ROAD, 782.14 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT OF WAY LINE HOLDINGSOF THE WESTERN BELTWAY (ALSO KNOWN AS STATE ROAD 429, 365.00-FOOT RIGHT OF WAY); THENCE LEAVING Map unit symbol I flap unit name i 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 3 Basinger fine sand, 8615 COMMODITY CIRCLE UNIT 17 BELTWAY, AN ARC DISTANCE OF 415.75 FEET (SAID CURVE HAVING A RADIUS OF 2699.79 FEET, A DELTA ANGLE frequently ponded, 0 to 1 percent slopes ORLANDO, FL 32819 OF 8049'24", AND A CHORD BEARING AND DISTANCE OF N62040'24"E, 415.34 FEET) TO A POINT ON THE 20 Immokalee fine sand SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY; THENCE CONTINUING ALONG THE PHONE: (321) 209-6888 X101 SOUTHEASTERLY RIGHT OF WAY LINE OF SAID WESTERN BELTWAY, N67°05'10"E A DISTANCE OF 507.07 FEET TO 44 Smyrna -Smyrna, sand, 0 to caret, A POINT ON THE EAST LINE OF THE SW 1/4 OF SAID SECTION 6; THENCE LEAVING THE SOUTHEASTERLY RIGHT fine sand, 0 e 2 OF WAY LINE OF SAID WESTERN BELTWAY S00048'23"W ALONG THE EAST LINE OF THE SW 1/4 OF SAID SECTION percent slopes 6, A DISTANCE OF 1163.02 FEET TO THE POINT OF BEGINNING. Prepared By: WATER/SEWER/RECLAIM: TRAFFIC/FIBER: CITY OF OCOEE UTILITIES ORANGE COUNTY PUBLIC WORKS ATTN: T'JEAN TOMLINSON ATTN: MATTHEW SHIPLEY 1800 AD MIMS RD 4200 S JOHN YOUNG PKWY OCOEE, FL 34761 ORLANDO, FL 32839 PHONE: (407) 554-7238 PHONE: (407) 836-7814 POWER: TELECOM: 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 CENTURYLINK ATTN: PATRICK NGUYEN ATTN: BILL MCCLOUD 1320 WINTER GARDEN VINELND 1325 BLAIRSTONE RD RM 113 WINTER PARK, FL 34787 TALLAHASSEE, FL 32301 PHONE: (407) 656-2734 PHONE: (850) 599-1444 e " s .0/ 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 BOUNDARY AND TOPOGRAPHIC SURVEY 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. J CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 LAND PLANNING PALM HARBOR, FLORIDA TRAFFIC/TRANSPORTATION 34683 SURVEYING GIS PHONE (727) 789-9500 AVIDGROUP.COM NIINN is i 110�00 /0000 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 ON 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@allen-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: 0/ 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). 2. TO REDUCE THE REQUIRED FRONT LANDSCAPE BUFFER FROM 25 FEET TO 15 FEET (10 FT REDUCTION) FOR COMMERCIAL AREA ONLY. 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). I r0l WIT1101 /000 PROPERTY OWNER: PROPERTY ZONING: CITY OF OCOEE EXISTING: PUD 150 N LAKESHORE DR PROPOPSED: PUD OCOEE, FL 34761-2223 FUTURE LAND USE: PROPERTY LOCATION: COMMERCIAL FULLERS CROSS RD OCOEE, FL 34761 BUILDING SETBACK REQUIREMENTS: NORTH (WESTERN BELTWAY): 75 FT PROPERTY PARCEL I.D. NUMBER: SOUTH (FULLERS CROSS RD): 15 FT 06-22-28-0000-00-056 EAST (CHURCH): 0 FT WEST (OCOEE-APOPKA RD): 25 FT PROPERTY USE: EXISTING PROPOSED USE: 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. \4 J 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. 11 ---- ---- ---- 10 ---- ---- ---- g---- ---- 8 ---- ---- ---- 7 ---- ---- ---- 6 ---- ---- ---- 4 ---- ---- ---- j MIXED USE @ FULLERS CROSS RD 3 ---- ---- ---- & OCOEE APOPKA RD 1 ---- ---- ---- j AVID GROUP JOB # 3386-004 NO. DATE DESCRIPTION BY DATE: 7/7/2022 R E V I S I O N S 04 0. 0 0 0 LL cl) z A w cn w 3: I X .000 n, $ 400' 0,70,oc o", 00 APO 1+01 A-1 k_� POND 3 nnDOG PARK 00 +- ,=, 1 6 CAR GARAGE 0 U 8 CAR GARAGE c, R=2699.79' o Li I I Ioi I I I I L=415.751 .000 G......... &__8*49'24" of- 0 :oe o�,- Zp v, sof 'o CH=415.34' of *,;� 0;;op 14a ......... ......... .......... i..oa n Iiioiiiinlllollil� �yxCB=N62*40'37"E (AAA. co 0 -1 /III°IIIUI1101111UI11011110111°iiil�, Si I E k E 1C..I IMARK rAP /SE1- MON ROD LB 7153 (TRAV) 0000, 0 0 (NAVD(')'8) - -- - - - - - - - - - - - - - - - - - - - - - - - - I F, 0 0 I,,, N'', / I 0000, A/ ON / / o i ioi i io i i i i i ioi i + .7 ' III I c) 0 I I°I I I I 0I P i I , I / \ — �1 0 C.0 CA) co -trx + I _�o \:e ' iou 1 ' I ) �7 a77 =* LID < Stair Stair EleV�' co / ��} i W cn Z ry — o o BUILDING 1 POND 2 z -D 4 O_j (4-STORIES) 3' -"A :D 186 UNITS M Lo } { it '� I � I S; i CA 60 CA 11220) i O i Stair Elev 0 Stair 0 1 0 0 + 22 5 r 0 0 `'' I ` I I 1 P i +c:1-7 C)l �;' I I N I 101 I + O iira I I -n I Si ul C� _rnn LA 12 II11111uIII111111UIII1111p 0nN 0 0 a rin 0, rn __j n I Z, 0 0 110, ,2 1� 0 C, I c) <1 E GATE E GA48 GA BUILDING 2 GAT "I' ' .___ �--- _ _ (5-STORIES) -.0. 72 UNITS i i �i ' g I O ' 0 i,,`*_S��.I.., �' ''', ' NO -II (1',�{}�''r gj.,;��tl^'' Yy' lIl a }i II A—J�I "--"-"-_\(n(_ I _ _ EXIT ONLY E/„�}--\\ _ 000, GAT i ioi i i io) + VI1 CCD) 41- i> ZI 20' 15 7,500 SF EXIT NL G Pp 1 I I I ( I ur"11-1 11011 L) 93 PARKING 1-- SPACES 11 y C)"_ F, I ' I . ,,....�IyY�� p qCr" A F 11. 5 N,? I lol I I I I I jj 0 28-22-06-0000-00-055 POND 1 ZONING: COMMERCIAL (PUD) 2.53 ACRES 7,500 SF COf/MERCIAL r. ------ --------- ---------- - --- ------ ---------- - - ---- ---- 25'LANDSCAPE — — — — — — — — - - - — — — — — Ln BUFFER z elk 20'R.O.W. DEDICATION jgjjwLY� I� ur rtxLtK — — — , S89*44'05"W 742.27' X 00 + C) - ----- 0 +_0 9+00- 63+00 65t00 6+00 67+0 co 8 6 -59-+Oa- lj+oo _A2+00 41 14 11 . .. .... . 00 4i, 17- , _n A Lrl NCIV 28-22-07-0000-00-071 ZONING: COMMERCIAL (PUD) 28-22-07-0000-00-001 c) ElI (=) ZONING: LOW DENSITY (PUD) PA[,�CFL 11, 011. 22 L8 01") 00-01,11 HEVR,0N LANI) ANL' 1:'rEVE1,011MENi: Co PAKE1. D: (4, P1,(,4/0 1 p 'RON LAND AIND LN V1 I:IOF'N,',[N r co ID: I _0 0 01 60' 120' 1" = 60' i WE u U) Lu 0 uj LEGEND ­4 CD m w r, ko Ln v- m rj -1 0 z ADA ACCESSIBLE PARKING �uj>-v)­,ozv) SITE BOUNDARY LINE a a Ln uo.�j Lu CENTER LINE OF ROAD �,2 Lu � zo OS r-j 0 C', uj - c:) Z) �- Ln 0, r_4 RIGHT-OF-WAY LINE F_ P ul uLn, z o -o 0,:) < 0r- zozujo rr) PROPOSED CURB ou J Lu EXISTING EDGE OF PAVEMENT EXISTING PAVEMENT "oo E7j EXISTING CONCRETE PAVEMENT NO. 84516 PROPOSED CONCRETE PAVEMENT GSTATE OF 4U 07/07/2022 PROPOSED ASPHALT PAVEMENT OR 19 t"'* ...hp ............. L. TYP TYPICAL S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET U-i m Ln 0 _j rn co 0 U- r- 0 u U-1 i a: o af U-i c=> CD 1.0 cl- m cl- cr- z uJ >- LU <c [-- <c Lu �> 2w- O:f PARKING INFO: G a- 0 2w M a- cn V) uj APARTMENTS .J 0 u 330 UNITS TOTAL 2.25 SP / UNIT = 743 SPACES REQUIRED O. 570 SURFACE PARKING SPACES PROVIDED 22 GARAGE SPACES PROVIDED OC 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 Lu 93 PARKING SPACES PROVIDED Lu 6.2 /1,000 PARKING RATIO (5 SP/1,000 REQ) 0 u 0 CR$ ce V) uj 0 0 OCOFF GlAD TUNGS AS 0 PARCEL ID.- 06-4212-2'8-000( ce ce ce u 0 O,R�K 6580, P,G, 9200 j >0 LL 28-22-06-0000-00-01� W ceZONING: SINGLE FAMILY 0 Lu oc .j .j LU z n 0 u o 1=4 70+00 V uj ce o am - - - Lu M S H E E T N 0 K:\PROJECTS\3300\3386004\DWG\CURRENT\CIVIL\PRELIM\3386004-FORCEMAIN.DWG, 7/7/2022 10:54:31 AM, Dan Gagne THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM AVID GROUP® COPYRIGHT 2013 Oz �rnrn=w MIXED USE Q FULLERS CROSS RD OCOEE, FLORIDA OFFSITE FORCEMAIN PLAN CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 LAND PLANNING PALM HARBOR, FLORIDA TRAFFIC 34683 TRANSPORTATION SURVEYING PHONE (727) 789-9500 GIS AVIDGROUP.COM NOT VALID 1 11 --- d�d'o\t\tet6ttruu++truarrtttrrr,rarrlf� WITHOUT ORIGINAL I 10 --- ��t<""`}C)'�r ,,. �f SIGNATURE BY A R 9 --- .< ,�",.." {> •."�•' REGISTERED I 8 --- r' co r" ' { •. {"--_� PROFESSIONAL AVID GROUP® I 7 ------- ---- I o �_� o co z > • 0 o -4 o �', U� COA 6139, LB 7345 S 6 ---- ---- ---- I N m; r l PROD. MANAGER: p I 5 ---- ---- o S m N " C. PO TIER N s 4 �., y PRo338 13 ---- ---- ---- .;• 6-004 12 ---- --- `41z R dm�'`d4d DATE: 7/7/2022 I --- NO. DATE DESCRIPTION BY 1-11 FULLERS C"ROSS DEVELOPMENT - CONCEPT PACKAGE I ' lop� Na1,p5"j 19T'"� / I{ ' �.-h' p"e✓+ N„/ 1 POND Ilrl ter+ I J 1 I �� I �- �' ,r^„"•I PARK / I I of 1 yy�X ^�~ .„" acaa vnawEo xc'w raaace o L 415 75' N'99) ��' yrt IFS'49'24" 10 gCP ° 7AT ,,,_�8=N62"40'37°E � yso 6 ) - - �- s ' t PI Il I ! I ((°) (o X I o o 1T i} }} * / / of III 4 ctiss. (D LEI POND 2 o / / t 1 BUILDING I Ing"iia gl UILDINGc'TM" (STORIES) 2 (INITS y �J 7.500 Sf { 93 PARKING SPACES � S POND i 2,63 ACRES 7.500 SF } }) } } I " d t a} -- -- n _ ., - -. - - - -' - - - - -- - -- K� I ...�... .��«..�...�.� .�... ».�.• ...ter•.- ter. .....�� +..+:..« , 9'44'OS" 227 / - d -- ,.- vMj6w d„ :, ,��- _ ��r '_r:_--58+Ob- °�� d• .; S9-+Uc)—�- _60. �00_ __ � I PO -- -' 62 >1(l- _ -b3i a0 b4 6�i'd0 6��b0 6400— REAL ESTATE INVESTMENT AND DEVELOPMENT i / m / N W E s 0' 60120' PM,P.0) o Il°"o�Q 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 t 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) - O _ Y � a a J2++00 P: 0 74+( 11 I i ..n 1:,,. ", r,_ 11 S 'II,IiI I-S F p.?<<lp.D 1l. -1 '0 1 A - J 1 ,, 1I .�I'I .1 'Q to tLU C f' ce oL V OW Ui W UJ uj W WO m J EXH o A I AI - It I',—'.L m ;T) J WEI 2FAIMA I I REAL ESTATE INVESTMENT AND DEVELOPMENT GPK, I) A 1, m 11 C 1, C, ;I nc s AC Et R C. I Al I R I I I S R E S F. R v F D� � , 1-, 5 In VI v I I I A v e W " I �' �:� S 9, P 0 F� 1 51 I I I C) 0 m C,,'7 . 0 �2' MULTIFAMILY CONCEPT ELEVATION 2 4-STORY OVER GROUND LEVEL PARKING REAL ESTATE INVESTMENT AND DEVELOPMENT I-- 1,­,jj 9i5 N Pe ��� �vjv Ave VV:nt P k, F 1 Al PY I T 0 Ai..t P I R F S I,' V I D. vq -I c I > t I I o -1., o m -19 0 L P A A 0 u 0 I I I 0 m COMMERCIAL CONCEPT ELAIJAITION 1-STORY REAL ESTATE INVESTMENT AND DEVELOPMENT th W L A! ME P I 'au, wal P", M--, HMO pm""K h\ n Ins -1 — [I :W hocn VWA. 1"1 --W. _ Qw in 'I qot 0. = G"— w; &: h-- V 01 AW ARGHTECTS COPYRPOIT XG2 ALI RIGHT3 RFS1 RVIVRI, 'ill I -, 1 1, pi-p it, 1 a(i ,i!i,Li i it it Li,' I ', '; , '— , :1 '' �.1' — [11, AW Archaao��, r) �; I'V PP VI v ij n K, A vf Wotw Po:k Fl UNT P 40i7jil 44U!-� FIL Pt-c_ AA000'2940 OTO&?2 15 \\FLORDATA\Droiects\61975.00 Ocoee Crown Point\cad\Id\Plan set\PUD-PSP\04-DSD-POM.dwa Q) 0 U U O i Q u7 0 N L6 n a U) 0 0 U Q J lY W Q 0 r7 u7 0 N u7 E U) 0 Cn 0 cn No :• 1-kyj ��i1Tl41 -10Te7'kJ 11FAJJ 17 Inter -local Agreement Property Distribution Tract # Designation School Board City of Ocoee A PrivateTotal Tract Acreage Tract Acreage Ownership Tract #1 WATERFRONT VILLAGE - 8.18 - 8.18 A Tract #2 RESIDENTIAL - - 35.67 35.67 Tract #2A LIFT STATION - I Tract #3 RESIDENTIAL j - - 19.36 19.36 ........... .... _.... _..... Tract #3A PARK - 0.24 - 0.24 Tract #313 LIFT STATION ** � - - - - __.__...._........___...____.._.._......._....... _.. Tract #3C PARK - 0.88 - 0.88 A Tract #4 ELEMENTARY SCHOOL i 13.51 - - 13.51 __... Tract #5 HIGH SCHOOL 51.21 - 51.21 Tract #6A WORKFORCE EDUCATION 0.28 - - 0.28 ........._................._ .__...._.._. Tract #6B WORKFORCE EDUCATION ? 0.23 - - 0.23 Tract #6C VILLAGE CENTER - 5.73 - 5.73 Tract #6D VILLAGE CENTER - 2.33 - 2.33 Tract #6E VILLAGE CENTER - 2.98 - 2.98 Tract #6F VILLAGE CENTER - 0.60 - 0.60 Tract #6G WORKFORCE EDUCATION 0.50 - - 0.50 Tract #7A WORKFORCE EDUCATION 5.24 - - 5.24 Tract #713 WORKFORCE EDUCATION 2.82 - - 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 ** ? - - - - A Tract #11 INSTITUTIONAL - 6.96 - 6.96 (See Note 1) Tract #12 INSTITIUTIONAL - - - Tract #13 BUS DEPOT/TOWNHOME 21.74 - - 21.74 Tract #14 OPEN 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 - 34.31 Tract #18 WETLAND - 44.90 - 44.90 Tract #19 WETLAND ' - 5.00 - 5.00 Tract #20 WETLAND - 1.27 i - 1.27 Tract #21 WETLAND - 2.41 - 2.41 Tract #22 WETLAND - 2.40 - 2.40 Tract #23 WETLAND - 1.34 i - 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 - I 0.51 - 0.51 Tract #30 WETLAND BUFFER - 0.15 - 0.15 Tract #31 WETLAND BUFFER - 0.17 - 0.17 Tract #32 RIGHT-OF-WAY - 10.24 ! - 10.24 4 Tract #33 RIGHT-OF-WAY - 2.29 - 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 RIGHT-OF-WAY - 1.10 - 1.10 (See Note 2) Tract #36-40 JOINT STORMWATER* 11.51 7.18 - 18.69 Tract #41 OCPS STORMWATER* 6.83 - - 6.83 A 0 Tract #16,43-49,50R OCOEE STORMWATER - 22.89 - 22.89 Tract #50 .RESIDENTIAL - - 22.00 22.00 I Tract #5013 PARK - 1.99 - 1.99 0 Tract #51 WETLAND ' - 4.21 - 4.21 A 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. TRACT #17 TRACT #18 :_ 1 TRACT #24 .-TRACT 37 1� TRACT TRACT / #1 f ,(See Note # ' TRACT #4' /IIIJAC 17ir44 +p�.. TRACT #3C TRACT A TRACT #2 / TRACT �3i' B fj AC750 TRACT psz�x - ;!l� � TRA, CT 0010# 77 7-1 TRACT 0 TRACT #3A TRACT #26 /TRACT #38 TRACT ' #19` ,W N 2pp (Q\TRACT #�_-- U TRACT #16B TRACT; ,#� ACT #16A Stormwater Summary -Tract # Designation School Board City of Ocoee Total Tract Acreage Tract Acreage Tract #12A RETENTION 2.42 - 2.42 Tract #1213 RETENTION 0.93 - 0.93 Q Tract #16 RETENTION - 1.39 1.39 Tract #36 RETENTION 2.21 1.83 4.04 0 Tract #37 RETENTION I 3.54 j 1.93 5.47 Tract #38 RETENTION 1.83 0.49 2.32 Tract #39 RETENTION 2.20 f 2.46 4.66 Tract #40 RETENTION 1.73 0.47 2.20 Tract #41 RETENTION 6.83 ___.._._......__....... _... - 6.83 Tract #43 RETENTION - f 1.46 1.46 Tract #44 RETENTION - I 3.34 3.34 Tract #45 RETENTION - ! 2.38 2.38 Tract #46 RETENTION j - 1.58 1.58 Tract #47 RETENTION I - i 3.40 3.40 Tract #48 RETENTION - 1.32 1.32 Tract #49 RETENTION - 2.42 2.42 Tract #50A RETENTION i - I 5.60 5.60 Total: 21.69 30.07 51.76 0 0 I OCPS Property Tract #12 Tract # Designation Total 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 -� V / f % ff TRACT #2,7/ TRACT #6 TRACT #6 .TRACT #6� 0 Note: Tr 'cts "A and 6B have been w absorbed into Tract 5 with the cons ctio�.. of Ocoee High School. If if If TRACT . #33 J' 4 >' 0V TRACT #20 o 1 TRACT #46 --------'--- f` .0 TRACT #6F -' - --'--- TRACT r -- -E � � TRACT G TRACT #21 _ _------------- TRACT 5 = - �,r TRACT Aj o TRACT #28 6D o TRACT 33 # �° TRACT #8 .TRACT #7A TRACT �- > ; #7B ' ✓ .TRACT 34. '✓ ''// ° �1 -/- T #47 .TRACT 13. 'mod TRACT 9 # TRACT 1W' � ... r -1 _----T--- FULLERS CROSS ROAD -------- TRACT #35� - _ --- - -- ------ -------- -------___ ; �;_�_--------------_____�_---------- -� -TRACT--- TRACT #12C TRAcCT/#12B TRACT 12 ' . o� f f- .TRACT #10A j TRACT 11.1/ TRACT #12D 4, ; I TRACT #12A , TRACT q #49,, ; TRACT o #29 TRACT #14 TRACT #2 TRACT #31 �' 1 /TRACT/ ' #23 TRACT #30 TRACT #15 ZPq 1 E4 v) 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 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. 0 11b Vanasse Hangen Brustlin, Inc. 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407.839.4006 - FAX 407.839.4008 Certificate of Authorization Number FL #3932 0 250 0 250 500 SCALE IN FEET Q7 DRC Comments 9-15-15 JRH QDRC 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 Aj Addition of Poer Property 3-5-04 JFK No. Revision Date Appvd. Designed by IV (Drawn by rrC I Checked by X CAD checked by TC Approved by Scale I„ = 2W il• Date owoq�Vl+ Project Title JV Ocoee Crown Point PUD PUD Land Use Pla TSP Ocoee, Florida Issued for Not Approved for Construction Drawing Title Proposed Ownership Map Drawing Number 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) B II pp ryry ,' �Y0.4VVVlIP^'�0.4V11 kollwrio FU''VV4; STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, Development Services Director DATE: July 12, 2022 a 0.gVVV VVVIIfV p.., p.., V0.gVlla'U.P.., III ppp V V.,.0 � U d�"�V�'i ••,Q WV � .,,...I "Q� ., V �V'"1 � �V" V B u�p,a`Vll, Ipp,Il Ow:ua Vn ' u°al .Fff,.,li 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 Wetlands, Ponds, Residential and AKA Crown Point Cove Retail East Commercial Orange County (C-3) Night Club South Institutional City of Ocoee (PUD) OCPS Technical College AKA Crown Point PUD 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 ,. .1 co o c l N - cp i� U) r7 CJ m c� m c e C 'Cep o U) �� PeGoa Cimarosa Court 9 � U O p N� 3 0w� Stonegate Drive t a toy 11 �G OGO ,o Marotta Loop m Fortanini Circle 0 0 C� 0 West Road e �°aa .29 S,1a1 Fullers Cross Road N feel, r i a 0 z D w '3 � d- Q N z o `icb,Gee CrDwa O� fart PV' eat p ,_ 'ROCT 0►TION VICINITY MAP SECTION: 06 TOWNSHIP: 22S RANGE: 28E T� �� ETl W! ETl • DAl-'y11_`�Jv1 U�.�VJ J_VJ, LEGAL DESCRIPTION: 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 0717'08"; 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 5618'44" EAST, A DISTANCE OF 23.24 FEET; THENCE SOUTH 5418'27" 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 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 NO. DESCRIPTION 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 _I N N N cn N al N O 1111 11 11 ,1111 11 1 � LANDSCAPE PLA 'IERCE WEST PALM BEACH FT LAUDERDALE 'l'11I ll'lll NO DESCRIPTION M N M KEY WEST cn N 01 O N O LA-100 LANDSCAPE PLAN • • 1 A- 91 PARK G11NGEPT 12 A Al ARCHITECTURAL PLANS OWNER/CONSULTANTS UTILITY AGENCIES N N DEB OCOEE UTILITIES DEPARTMENT N m N CITY OF OCOEE 150 N LAKESHORE DRIVE NO DESCRIPTION m = 1 = 1 150 N. LAKESHORE DRIVE OCOEE, FL 34761 to N N OCOEE, FLORIDA 34761 PHONE: 407-905-3159 cn 10 o z co DEVELOPER ORANGE COUNTY UTILITIES N o 9150 CURRY FORD ROAD ARCHITECTURAL SITE PLAN (UNIT MIX) • WIRE DEVELOPMENT ORLANDO, FL 32825 BUILDING RENDERINGS • 101 SOUTH 12TH ST. SUITE 101 PHONE: 407-836-5515 TAMPA, FLORIDA 33602 PHONE: 813-267-1725 OCOEE ENGINEERING DEPARTMENT CONTACT: HOLLY COLLINS-GARCIA 150 N LAKESHORE DRIVE EMAIL: HJOLLYOWIREDEVCO.COM OCOEE, FL 34761 ACIVIL ENGINEERAPPLICANT PHONE: 407-905-3159 HARRIS CIVIL ENGINEERS, LLC. $T JOHNS RIVER WATER 1200 HILLCREST ST. SUITE 200 MANAGEMENT DISTRICT (SJRW,mW ORLANDO, FL 32803 PHONE:407-629-4777 601 S. LAKE DESTINY RD. SUITE 200 CONTACT: COURTNEY DONECHIE, E.I. MAITLAND, FLORIDA 32851 EMAIL: COURTNEYD@HARRISCIVILENGINEERS.COM PHONE: 407-659-4800 LANDSCAPE ARCHITECT TODD MCCURDY LANDSCAPE ARCHITECT, LLC. CENTURYLINK 1101 E. DONEGAN AVE. 5359 BRANDY LANE KISSIMMEE, FL 34744 ORLANDO, FL 32814 PHONE: 407-390-6323 PHONE: 407-924-3570 CONTACT: MICHAEL Y. HAN CONTACT: TODD MCCURDY, FASLA EMAIL: TODDOTODMCCURDY.LA DUKE ENERGY 452 E. CROWN POINT RD. SURVEYOR WINTER GARDEN, FLORIDA 34787 SOUTHEASTERN SURVEYING AND MAPPING PHONE: 407-905-3303 6500 ALL AMERICAN BLVD CONTACT: JEFF ZAHARIAS 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 MAY 139 2022 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 W Harris Civil Engineers, LLC Z 3 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 cn Fax (407) 629-7888 a w '3 W www.harriscivilengineers.com EB 9814 0 0: a W Q 2 Z cn Ir O N U 2 U cA O U _ O K a w 0. w Q VJ a w y D `000 W zU O � Q W Z J to O K 0 a 0 a CL W a z F O J I Q v Z Oz xO F 0 cd Q Z a W oC I U Cl) o N O z U W O it W 0 a O W W a U O o � 0 (L o N r x Revisions: cj No. Date Deecription g 1. 06/24/22 COMMENTS 2022-06-13 2. W w 3. Z J S U ce &a O 9. W W 10 0 14 W 0 W a 15. 0 16. a 17. a w 19. 20 U 2. w 22 0 a 23. cj 2A VI w 25. W Z w T a m 0. w U U (D z G 3 c _�e U } m � W 0 U o Ww z W Z T N N c m Q 0 Z a W Z �MN6 O O w \ ` a 0 U �; WWW N cd U � O N J a 0 a 0- Release: W REV01 SUBMITTAL nA-qa-gngq N a UUU1 CONTAINING 2.69 ACRES, MORE OR LESS. • • • • • • • • 0 0 vi w 0 z N 0 O } Ow oz L� 0z �o /U wLj w Lj (0U) /� J 0 / N O� Ow rn '�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 Iff 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 DEMOLITION 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 CONTRACTORS 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. Al �37ALL 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. � • • 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. W Harris Civil Engineers, LLC z b s 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 a Phone: (407) 629-4777 iq Fax: (407) 629-7888 W a z www.harriscivilengineers.com EB 9814 fv it a p m C7 cn In 0 U 0 a /-\ W IL a �^ W V, a W cr D%%./ W z � � Q N Z J a J D A O �L ,� Q. 0 CL Wo W 0 z Z O 0 O cd 0 o Z a: W d: Q a � D Z z U w 0 0 - a W O W W U � 0 W a 1L a ^^ P a. Revisions: No. Date Description g L 06/24/22 COMMENTS 2022-06-13 Ix N 2. W W 3. z W 4, s 7• 0 8. a W 9. W Zn � 12. 0 o LL a W 15. 0 w 0 16. a 17. 0 W 19. 20. a W 21/M}� v . W 22 a 23. J J �ih 2 VI 25. z a W s U a x o 0 o a z 3 U 0 it z z a 0 N N � m N N N N p W x w W Of,Y^A/ Ix O Z a o U z�O a z C6 N N N J a cf) o 0- a z a Release: REV01 SUBMITTAL a (i�-9d-9A99 a N 0 N O C002 0. 0 U LS-2022-006 & 2022-0022 FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\CO07 BASIN MAP.DWG TIME: 24 JUN 2022 - 1:04PM USER: COURTNEYD r� A N 00 � D \ \\ L 10' 8lOWNER ii �K m e7 woow mom "so ammom 00 CA C'n O 00 � D z n 4e 4$1 4$1 f 1\ �D O � Z � � r � � 0v v mc� �z0 Z � Z -nrn:* 0or, m�ai O OOD O m m v m 00-0 0 0 i /r it V' N to L �o -P .-. C4 3 7i 0 S T I V g v H �. a(D a � c o a 1 N O —� Z��. CIO COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) 0 rn Q 0 �s 'UD O C UD O D r Scale: AS NOTED Date: 05/13/2022 Project No.:07399002 Design: CD Drawn: CD Checked AA m � -T -O � 0 v+ N � C. ()J OCOEE CROWN POINT PUD � a N . -� N O = MIXED USE vi OO O ? m M Os ON .NO .NO 1-t NJ � � PRELIMINARY SITE PLAN (PSP) `°• V -�OD Q a°oo n a Ocoee Apopka Road, Ocoee FL n 3 FI \1 Harris Civil Engineers, LLC 0 Z Q n W J ry W O Oo o)_ �W L1_CL (n=) ao LLJ �U W Lj �V) J > i N O oa �o M „ O O N [If N i� ., ro Mi, TV, SITE DATA fCONTINULa 6. PARKING CALCULATIONS 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 AINING WALL SCREEN WALL/FENCE SCREEN WALL/FENCE SITE DATA 1. LAND USE = PROFESSIONAL OFFICES (PO) 2. 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 *MIXED USE BUILDINGS WITH RESIDENTIAL AND COMMERCIAL SPACE 5. DENSITY/INTENSITY 18.60 DU/ACRE TYPE No. SURFACE (STANDARD) 78 SURFACE (PARALLEL) 4 SURFACE (HANDICAP) TUCK —UNDER GARAGE / I // TANDEM SPACES -- ON — TOTAL 82 ( ✓ / p,NGE/' Ida HANDICAP PARKING: �d0V ���- p�NG�-- REQUIRED: 4 SPACES ( ��� ,00� �0 -,- PROVIDED: 4 SPACES maw ��� 00 7. REQUESTED WAIVERS ( ���� �00wo PARKING STALL DIMENSIONS; A 10% REDUCTION IN PARKING SPACE SIZE IS REQUESTED. ( �00� ��� �� NUMBER OF PARKING REQUIRED: A 15% REDUCTION IN PARKING REQUIREMENTS IS REQUESTED. • mop 00 ����� ��o 8. ONSITE SOILS ��i�' '��'' 03: BASINGER FINE SAND, DEPRESSIONAL �i �.�� I \ 44: SMYRNA—SMYRNA, WET, FINE SAND 00Oo� �i� 46: TAVARES FINE SAND '�� dOo i�00�0 47: TAVARES—MILLHOPPER FINE SAND loop loop 00 00i v �� . A H �� ( TR �� � — — — � 10' BUII_DIN( 00, de Ole '''' _I� _/4#0 i SP PCE P�K ,•.- -II III IIL19 i 107, �N �U Ii 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, in EL I- Z F_ Q Z J O LL W Z ~ 0 Cn O O � W � o° UQ c � D z o CIS W a W Q Q O W W a U X a:4) O o Revisions: No. Date Deec rtAl n 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 � .� W 0 Co 0 r U C0 N z � o Q Z W U C0 '� 0 •0 0- Release: REVO1 SUBMITTAL 06-24-2022 cn w 0 J N N O C100 ROADWAY RE REALIGNMENT LS-2022-006 & 2022-0022 X d ° O / d / ° d°. Q/ MONUMENT SIGN O d AI \ \ d I d ° \ / ° 1\ ORB 10A450, PAGE6T \s��� O ° d' RETAINING \ WALL a d \ \ .8 \ \ ° TYPED CUR \ 1�, \ 4. a d \ G �e ° °e \ d BUILDING 1 \ o 3 STORY ° o \ d d I E F CURB \41 4 a. 3 d d A d ° d \ \ \ S1 — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — SEE SHEET —1----l---- --- --- C103 FOR CONTINUATION 0 U_ N 0 U C10 � C10 LEGEND N � U l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions 1 3 C102 C104 C105 C106 1 C107 KEY MAP ° 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 W 5 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 U. Phone: (407) 629-4777 Fax: (407) 629-7888 a z www.harriscivilengineers.com EB 9814 0 0 s O Ix w a O U 8 a Ir 001-s a a Cr Qa D%%.000 W Z F_ Q N Z J O K 0 a Cr w 4) O a F_ O Z a � V Z cn o 0 0 a O Z W U � a o � D Z z w O F U w 0 a W 0 W W U � o W a a 0 CL CS a. Revisions: No. Date Deec rtAl n g L 06/24/22 COMMENTS 2022-06-13 Ix w W w 3. Z 5 5. N K 6. 2 7• w O &CL a W 9. W 10. Zn F_ 1L N �• LL W 15. O W• 0 Z 17. w 19. 20. w U 21„ w 22 a Z 23• ::1 2A N W 25. z W 5 U VI K a 0 Z 0. z U f��111 U 3 V a m } J W o o v O w a c7 z 0 N N m z LV Z o ; o o W O a � z U a Lij U !A z 0. co '^ C0 O 0- Z Release: REVO1 SUBMITTAL a nA-9d-9nM9 J N 0 N O C101 LS-2022-006 & 2022-0022 FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\ClO1 GEOMETRY.DWG TIME: 24 JUN 2022 - 1:05PM USER: COURTNEYD SEE SHEET C101 FOR CONTINUATION ----------------------------------------------------------- U) m m I 1 z 01 Z Z Pl DI ZI / 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 0 z O z N z z n m m (n O z -------------------------------------------------- � 0 � 000 O Z v I 0Dm ao :1Jm� z m> -� O_1 Z Z 0 D I ; z :1., -0 r O Oz 0 D m CD v J N � �v = m m -0 0 m CA Z CiI O z 60 v N D u: C 0 n O z m Ek nT 0� c) ( P N N T < o P < 0 0 0 < 1< v 3 3^ o ( O O 0 3 D o � 3 Q a Q �0 �0 o ,z �vP(APco COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) 0 rn Q �s CO 0 C UD N o C ;mom ti O� GEOMETRY PLAN 0 z. Scale: AS NOTED Design: CD N 0 Date: 05/13/2022 Drawn: CD ti 0 Project No.:07399002 Checked: AA w m -T -0 0 v+ N OCOPP CROWN POINT PUD 00 ( a N -p Cu-P m O = �. MIXED USE vi -P O O n O m m .ND NJ 4 PRELIMINARY SITE PLAN (PSP) °• VNJ Q a°oo n n Ocoee Apopka Road, Ocoee FL 3 rI SEE _SHEET C101 FOR CONTINUATION d ° ° ° d 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 ° z 0 Z L_J I d- 0 T_ U w W I= Ld Ld d � ° \ y I \ I 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 �S� l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions � C101 C102 � C103 — + � C104 C105 � � C106 C107 L — I — J LEGEND LIMITS OF CONCRETE 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 W 5 1200 E. Hillcrest Street 0 Suite 200 Orlando, Florida 32803 U. Phone: (407) 629-4777 Fax: (407) 629-7888 a www.harriscivilengineers.com EB 9814 0 fv m 0 Ix w a M W a 0 w zd U !A O U 8 a tt 001�s K a a Cr Qa > D `000 W Z Q N Z J a _j U_ a Cr W 4) a 4) a 0. F_ O/� Z ¢ V Z 0 cn 0 a 0 O Z W U � a a D Z U W F O � W 0 Q W 0 W W U � o W a — 0 CL o a a. Revisions: No. Date Description g L 06/24/22 COMMENTS 2022-06-13 Ix N 2. W w 3. Z 7• O &CL a W 9. W 10. Zn F_ n N O LL W 15. WOW 16 O ,V. Z 17. 0 w 19. a 20. w U 21„ w 21 a Z 23. ::1 2A N W 25. z w w 5 U Qp Q a w a Z z U f��111 U G 3 V a m } J W a o o v 0 w a z N N m z LV Z o ; o o W O a � z U a Uj U !A z a co In 0 iL a 2 ¢ Release: w REVO1 SUBMITTAL a nA-9d-9nM9 m w a J N 0 N O C103 LS-2022-006 & 2022-0022 SEE C102 FOR CONTINUATION 1 1 I 1 1 I, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ \ 1 \ \ CONSERVATION EASEMENT \ 1 \ ORB 10450, PAGE 96 \ 1 \ 1 \ 1 \ \ — 10' eu1LOIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEE SHEET C106 FOR CONTINUATION BUILDING 3 4 STORY I I I I I I I I I 10 f� 1LO 10 U 1F_ 1W 1 Lv 1= I Ld I Ld V) �N �S� l� GRAPHIC SCALE 20 0 10 20 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions C101 C102 C103 C104 C105 C106 C107 logrelmilLi 4 a LIMITS OF CONCRETE �1 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 E7 YIELD TO PEDESTRIAN SIGN ® RIGHT TURN ONLY SIGN Harris Civil Engineers, LLC W 5 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 U. Phone: (407) 629-4777 Fax: (407) 629-7888 a www.harriscivilengineers.com EB 9814 0 fv 0 Ix a M a 0 W U !A O U D 8 Ir Ir 001-III's a a � Qa > D `000 W Z Q N ZO K 0 a Cr a w 4) a F_ O/� ¢ V Z cn o 0 0 a O Z W U � a a � D Z U W F O � W 0 Q W 0 W W U o W a — a 0 CL 0 a. a. Revisions: No. Date Description g L 06/24/22 COMMENTS 2022-06-13 Ix w („ W w 3. Z 5 5. 6. 7• O &CL a W 9. W 10. Zn N �• O LL W 15. O W• O Z 17. w 19. 20. w U 21. w 21 a Z 23• 2A N W 25. Z w 5 U VI K Qp 0 a a Z z U f��111 U G 3 V a } CIO .R.J a o o v 0 w a z N N m z LV Z o ; o o W O Q � z U a LUU !A a Vi'^ 0 ^ a 2 ¢ Release: w REV01 SUBMITTAL a nA-9d-9nM9 J N 0 N O C104 LS-2022-006 & 2022-0022 I I i I I I I I I I I I I I I I SETBACK — I I RETAINING ---------- WALL ----- BUILDING 3 4 STORY COMMUNITY LAWN AA ° d ° a 4 Q ° ° ' ° _ �TYPE D CURB a (TYP� a / N i • • wErIANO / • / CONSERVATION EASEMENT / • / / ORB 10450, PAGE 96 • I / / / • ll l I / lid RETAINING 00 WALL bc / • • TYPE D CURB T (YP.) _ „ N „ 99 1 t 11 l —ram ' • � / e ' ° -a. MONUME 4 ° . SIGN 22* FT Al TYPE D CURB— (TYP.)90 — _'— TYPE F CUR ..A °fin d ° ,. ° � ' • _\` 11 � I'i • // I �. A <' ° ° BUILDING 6 4 STORY a SEE SHEET C107 FOR CONTINUATION �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 C101 C102 C103 C104 C105 C106 C107 N KEY MAP a 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 W 5 1200 E. Hilicrest Street Suite 200 Orlando, Florida 32803 U. Phone: (407) 629-4777 Fax: (407) 629-7888 a www.harriscivilengineers.com EB 9814 0 fv m 0 Ix a M a 0 w U 8 a Ir /�s a a a Cr Qa ..000 W iE F_ Q N Z J o O U— a Cr a (L W °' 0 a O/� Z ¢ � V Z 0 Cn 0 0 a O Z W U � a o D Z U w 0 W 0 a W O W W U � o W a 0 CL o a a. Revisions: No. Date Description g L 06/24/22 COMMENTS 2022-06-13 Ix N 2. W W 3. Z 5 Ln 5. w 6. 7• 0 p O ID. CL a W 9. W 10. Zn F_ 1L N o LL OW 15. o. 16 Z 17. W 19. a 20. W U 21„ w 21 a Z 23. 2A N W 25. Z W 5 U VI K Qp o a w a Z z U f��111 U G 3 V a m } J W a o o v 0 W a z a � 0 N m z LV Z o ; o O W � O Q Z U a LUU !A J a a cis 0 0 0- Release: REVO1 SUBMITTAL a nA-9d-9nM9 J N 0 N O C105 LS-2022-006 & 2022-0022 FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\ClO1 GEOMETRY.DWG TIME: 24 JUN 2022 - 1:06PM USER: COURTNEYD SEE SHEET C107 FOR 1 Cu \ \ \ I L ------------------------------- CONTINUATION G28O 1: m v 0 m v 4 /0 N ^ V J z z s 0 U) 00 N 0 z NCA C n N rn > o mOmz rn x p0 \ � O n v � =24 I� rrn � � D v m rn D 0 Z7 z ha 0 AS O 0 � I Z v 0 CD 4 Fn m D '1O 4z� z 0 I � Z r 0 0 z �n D m CD LZ N � 0^� l J 0 N v N X C❑ s �0 m r • N z C 0 -n 0 z rn A P m z P I� P � � 0 O CA W. N _T N p i n j Q .�. 0 y Ch �► N (D 3 o -0 N T �_ o to m 3 J ( (D 3 m a = 0 v�—� CD �(D Q 'e —�--- ---- �3911— J�z-� CA COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) 0 rn Q �s O CO 0 C r o C ;mom ti O� GEOMETRY PLAN 0 z. Scale: AS NOTED Design: CD N 0 Date: 05/13/2022 Drawn: CD ti 0 Project No.:07399002 Checked: AA w m v -T -O � 0 v+ N � C. ()J OCOPP CROWN POINT PUD �_ m a. N m O a: �. MIXED USE i v O O "n O ; m m ON ON .ND 1-t NJ 4 NJ PRELIMINARY SITE PLAN (PSP) `°• V Q a°ooOD n n Ocoee Apopka Road, Ocoee FL 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\ClO1 GEOMETRY.DWG TIME: 24 JUN 2022 - 1:06PM USER: COURTNEYD a — — —* — — — — — — — — — — — — — — — — — — — — — — — I {pZ SEE SH EET C106 FOR CON TI N U ATI ON ___ ______ i � n ° ° D OCID ^ \ of vm zl (1) �� �I D 01 I Z pZ WC C/) o \ / V. 00 z 0 �/y IN 4. o /^\ Z D-0 \ I CD \ Z n 1 V ^ rn n m� I 1 f T1 m z ° z� \ \ e ° �\ it \ I m' \ \ m 1 V ;0 CD n > m m \ o Im a E° W ° ° ° m I C7 C n n ° 7 \ n. i n n° 2 Q n •.. •• • • • •• • •• • •• • •. • •. • •• • •• • •• 1 •�7 �•�•�•TI • •.. •.. Of . •1 • to • •• • 000000 •• • •• • •• • •• • •• • •• • •• • •• • •• • •• • •. • •. • •. • •. • *go,, — — — — — • •• • •• • •• • •♦ • •• • •• • •• • •• •I .r2 ' I 000 . I •0 '•• • •• 00 1 •.. •• I I . I . I . I • I © a Fu 11 E ® H R 401 m D ^? 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REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. ,�roi '�,%'� `,',�2�' � .iii S s ZSmaovc�c��wNof� °° o OC`„ ()J ,;O OCOEE CROWN POINT PUD ( � M in oo ry Q O a: 0s N MIXED USE n v v CO GEOMETRY PLAN CD N N W N. PRELIMINARY SITE PLAN (PSP) Q m v o O Scale: AS NOTED Design: CD r o 00 �I fl Date: 05/13/2022 Drawn: CD N Ocoee Apopka Road Ocoee FL ° 3 Project No.:07399002 Checked: AA w FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C200 OVERALL GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:07PM USER: COURTNEYD {/� (-- - "- 10' BUILDING SETBACK '-F BUI LD,NG S�-eAG'- !-/74 ounum•... waft ..... _am 11111418M.N.N. 0 ON nin PQ i N 010 r 1% I � I „Vu� b'UFFER _ o r \- • --0 ` • .• "� "MINOR • • NORN. •� NNNNOON �**&� � NORN...� 441100, ftmft P N p `G 3 ^ 0 3 CD 0 0 � 0 0- H rn to 3 CL 3 m C 0 m o CL co 57, COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD co co OVERALL GRADING 0IV & DRAINAGE PLAN N 'co: O D Scale: AS NOTED Design: CD O r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA o C ;mom N O� m z N 0 N N I 0 rn w m -T -O p v+ N C. ()J OCOEE CROWN POINT PUD 00 a N m 41 N O = �. MIXED USE vi O O O m �: Os asa �r1i NJ C) PRELIMINARY SITE PLAN (PSP) `°• V � r- Q a°oo n Ocoee Apopka Road, Ocoee FL n 3 FI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:07PM USER: COURTNEYD I I � Z = I o I z I i` r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 00 OAF O� 0 z� m z D OWN z NU)0 o Xz �m b � Z ` 0 m Z 0 / / / / / / / / / / / / / / i 11a / / ,\C / Off' / 41 / 1 1 1 1 1 1 1 i 7, (A / / \ o / .l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEE SHEET C202 FOR CONTINUATION N z • O 0 - �-13 m o m o I�1 Kc0 N m 000 N C (N -n G n mo m O ozoZ 0 GN r�00 .,� yr W j Do � uzF m r-cN N N N z= o,�� O O O 3 .` �� m;� > O? -P N o _ � m (D o 0 m O N CD o y z ZOO N 3 o v 0 ( O a _ CA o D L `� J- — -E N. 0 � 2D— Z-. - CA FI COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. co,�roi"�',`I�' `'�t� � i S s ZSmaovc�c��wp�T�� � pC.o � 0 u 0 _, �: OCOPP CROWN POINT PUD 00 ^ (D o o rn GRADING & m o 00 „ m 0s MIXED USE n v v 5, a NRAINAGE PLAN N N a N 0 COC �O .D W a IV �� PRELIMINARY SITE PLAN (PSP) _ m � o O D Scale: AS NOTED Design: CD r � a0oo � n n Dates 05//2022 Drawn CD Ocoee Apopka Road, Ocoee FL 3 Project No.:07399002 Checked: AA FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:07PM USER: COURTNEYD Oj XI SEE SHEET C201 FOR CONTINUATION ------------ ----------- N -------------------- 7 / \ \7\\7 \ \\ ^' o 0 > 2 -0 —i m > > m 0� cvi� m 000 N �m0 v O 00- moD �D'_ F 0 P � � n-j N�_ N mz -< N� N N. ;u (1) L4 N RCN I < o z .. m 0 00� 3 �m m vZm D to -P N z vv °.may o m � — ; �- Q l to + 0 �n v D N N (D a a I o �_ �0 CA oQ �vP—P rI COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. ,�roi"�',`I�' `'�t� � i S s ZSmaovc�c��wp�T�� W � pC. � O u g 0 �: OCOPP CROWN POINT PUD 00 ^ (D o o rn GRADING & m o 00 „ m 0s MIXED USE n v v C, $ N N DRAINAGE PLAN N N a N NJ CD D PRELIMINARY SITE PLAN (PSP) Q m V OD o O Scale As NOTED Design: r N Date: 05/13/2022 Drawn: CD Ocoee Apopka Road, Ocoee FL Project No.:07399002 Checked: AA FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:07PM USER: COURTNEYD SEE SHEET C204 FOR CONTINUATION N J O 0>2 - x�NO�rn Ov � Zo0O in mr �0 ;a� P Z Mo E� �� ,,_ �0 r cu rr imimi= �m m mv�m g oa u Dw N PnP N W o N_ P < �0T 0 0 0 ,�� y C, -P N o 3 N 0 � 0 o H No CD�3 0 I 0 3 , a (DC co N O P 0 0 P —I P C D —I 0 P �3911— J�Z-- COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD co co GRADING & IV NCO DRAINAGE PLAN N 0_ O D Scale: AS NOTED Design: CD r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA o C ;mom ti O� c� cc m z fJ 0 fV IV I 0 rn w m � -T -O 0 v+ N C. ()J OCOPP CROWN POINT PUD 00 (a N m -� CuO = �. MIXED USE vi O O O m M �: Os as �� NJ 1, C) PRELIMINARY SITE PLAN (PSP) `°• V -� � Q a°oo n M Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:08PM USER: COURTNEYD U) m m ,'I 0 :[7 n 0 Z _P P P D 0 P H2F --------------------------SEE—SHEET EFT CO3 03--OR ---CONTINUATION --------------------- ----,-- o 4 co O 0D m - I '0 2 00 05 Z� z_ 00 O y -- -0_ zm i a, \ SEE SHEET C205 FOR CONTINUATION ( A i A G ;uz '0 S 0a-) Z = a r. a• __. wCID Wr- 0 �Z N I I I I o5 I I yl I I I I I 0- zsli � I IU) Im Im In IN I 10 IN /1 / I / I / 1 / I I I I I I I / I / I If / I / I / I / I / / I / I / 1 / I / I / 1 / I / I / I / o / I / I / I 1 �I -I — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — N - -- - O 0>2 -0 --1 ADD m 0c� 0 -�c� mmr r 0 0 m o m N >0 — Z r n T N ! � En N n N -�cn �cN O Q P s o ..mC— �m m cym N N N o c Z Z O C.� O (° < o �Ea z-� 0 oom > 0)- --P N o 1-3�Mi o to m �-.. CL 0 N N �a (D C 7 n /�. 0 NCL V 7 0 Ln COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. O nlfDO _, �: OCOPP CROWN POINT PUD 00 . a N m � GRADING & mo -n 0s MIXED USE n v v N DRAINAGE PLAN N N a N N 49 OD CD PRELIMINARY SITE PLAN (PSP) 1-4O D Scale As NOTED Design: r Date: 05//2022 Drawn CD Ocoee Apopka Road, Ocoee FL 3 Project No.:07399002 Checked: AA FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:08PM USER: COURTNEYD 4 I I 4 I I I I I I I I I I I I I I I I OCO'EE_APOPKA ROAD SEE SHEET C204 FOR CONTINUATION — --- -- ------------------------------------ 7------------------- 46C �I m z CAI �^ \ -n th \ o ` -o a o� A I \ \ �D / \ r- 0 t / y0 / Z o � z N �\ I I I I I I I I I I 1 I I 1 I i 1 1 I 1 i i I 1 I 1 I 1 1 I I I I I I I I I II I 1 11 I I -13 --1 (ADZ mDD rn pOv x�r gn to mcq mom o 00D mvn � ru) :210 _0 ND �N 4 *fir 2 = D r0N m5 0Cu � 0 m m mz - �vo m _ To-] N (N CA N. I < 0 0 0 �o G 3 /1 O O O D O -P N C 0 3 m l� 0 0- H n 0 � 3 `° " l O O (D a v 0 T oQ rI COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. ,�roi"�',`I�' `'�t� � i S s ZSmaovc�c��wp�T�D W � pC.o 0 u o _, �: OCOPP CROWN POINT PUD 00 ^ (D o o �m GRADING & m o oo „ m 0s MIXED USE n v v �, 23 N N DRAINAGE PLAN N N a N CD D PRELIMINARY SITE PLAN (PSP) Q m V OD o O Scale As NOTED Design: r Date: 05//2022 Drawn CD Ocoee Apopka Road, Ocoee FL 3 Project No.:07399002 Checked: AA FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 - 1:08PM USER: COURTNEYD ------------ SEE SHEET C207 FOR CONTINUATION N J O i 0D2 -0—ImDD m 0 rzm oov c'—' cn m c CD , o voZoZ rnoo � .v y D >> Z�r m0 Z ;0 En MN m rc CD rm� =gy0 CD m m cu � vNm m z 0 ova rn N v spa I - - - - - - - - - - - - - - - - - - - F P N 0-1 N O CA N. N N N N m �. o 3., P0 N 46 l ° o 3 o o H T 0 n 3 p O 3 N a C CA �C T. Q — 3911— `-Z CA +1 COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD co co GRADING & DRAINAGE PLAN N CO O C O D Scale: AS NOTED Design: CD 0) r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m o: m -T -O 0 L n N OCOPP CROWN POINT PUD �_ M a. N m -� N P O = K MIXED USE vi 0o O ? m M �: Os as , PRELIMINARY SITE PLAN (PSP) `°• V � OD� Q a°oo n Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C201 GRADING PLAN.DWG TIME: 24 JUN 2022 — 1:08PM USER: COURTNEYD Z S I- I SEE SHEET C206 FOR CONTINUATION 1all GOON., ..... mmomm ...ub ...� 0 Iry too •• • •• • •• • •• • •• • •• • •• • •• • •• • •• • •• • • • •• • •• • •• • •• • •• • SO • • N 0 OOr 0 � O�� () xC- -p C tN m 000 to -� C =1 q b °r°0`oz T -40 (ANNz 0 n mz N Q ( 0 �cn m Fc� P GJ �s N s Dr mC P F ( ( ° ° �m 0Zy 0 1< m o D Q to Q -P Q N o m 0 3 ° N o v D — -- -- ° o- 1-3 m ., 0 l N ° a 0 Q N O . 0 0- vP—J IVN 4 Its m M �j Cn Ir m Im 1—I I(7) IN 10 IQ1 I I-TI I IX rI COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. ,�roi"�',`I�'ZSmaovc�c��wp�T�� W -apC. ()J O n,�0 �OCOPP CROWN POINT PUD 00 ^ ( o o GRADING & 6-1 00 „ m 0s MIXED USE n v v N DRAINAGE PLAN N N a N N nNJ CD PRELIMINARY SITE PLAN (PSP) Q -14 OD m V O D Scale As NOTED Design: r S1111A,Date: os//2o22 Drawn CD Ocoee Apopka Road, Ocoee FL 3 Project No.:07399002 Checked: AA FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C300 OVERALL UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:08PM USER: COURTNEYD i A 0 n \ _ - _ _ _ _. _ _ - - - - - - - - - - - - - — • • •• • •• • •• • •• • .• • •• • •rs-.+� rr•�.� �. •i • i• i •i • i• i i• a— — 0 � I I / s T z 010 WIW / 010 r W X I y Qy, <` T> Z �0 \� 10 BUILDING'— •„ '' o \ --- SJBACK O 1 «IGUMr- 1 I— — — I I A— — — — — I . - - 1 "` •.■'fir. ".■. �qftb W P \\ s 00, i BUFF RNO� O I J N p `G 3 ^ 0 3 N 0 0 � 0 0- H rn to 3 CL 3 m o 0 (D o a to COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) co OVERALL UTILITY 0Ns p C PLAN O D Scale: AS NOTED Design: CD O r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m -T -O p v+ N C. ()J OCOPP CROWN POINT PUD 00 (D a. N m -� N O = MIXED USE vi ^ O O Z � = O ? m M ca .ND NJ 4 o PRELIMINARY SITE PLAN (PSP) `°• V -� Q m - n Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:09PM USER: COURTNEYD Alm I ti I I I I I I I I II/ V I I/ s / / 1 Z m -< m \ v 0 pm?D \ Dz:;m -<M, \ D 0 N K \ Z Z G K �. m \ ore �. n0m �G Kom \�2� z D Z 0 m i C om 1/ 1 � r r r / rrr r r / i i a � ° ° / --------- -- - °-------------- .-:,------------------------------------ SEE SHEET C302 FOR CONTINUATION n 0 CA m O 0 - CA o N m z <� m = D D D CA 0 o O O O > W 0 m D O) z Z r D -I Z N Q o o 0 o y c M CAI 1A ° " �3 O O a CL '. O COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) rn Q �s N CO O D r o C ;mom ti O� UTILITY PLAN 0 z. Scale: AS NOTED Design: CD N 0 Date: 05/13/2022 Drawn: CD ti 0 Project No.:07399002 Checked: AA w m -T -0 0 v+ N OCOPP CROWN POINT PUD �_ m a. N m -p Cu 0 a: �. MIXED USE i v -oh -P 0 0 n O ; m m oS as a 1, NJ PRELIMINARY SITE PLAN (PSP) °• Q a°oo n n Ocoee Apopka Road, Ocoee FL 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 — 1:09PM USER: COURTNEYD .0 04 SEE SHEET C301 FOR CONTINUATION 0 r' / � r / r r / r r / r / r r / rr / rr / �r r / r r r � r r � r r � r r r r / r r / r r r � r r � r r � r r � r r / r i 0 r / P I •0 P C4 1 / 01 o / 01 r 01 r r /o� r / o P Ir r P D Cl PI r r / ZI / 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 r- m w T n Z J WW N N 7C ( ` ° o n 3 �. 0 0 ° 0 Q± N CD D + N CrJ o o H -i*(� to 3 i� 0 o I © a 3 �0 CA T_ N� T. Lv P—P 3911— Z CA +1 COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) � rn tD Nco CO UTILITY PLAN 0 C Scale: AS NOTED Design: CD O D N Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m � -T -O 0 v+ N C. ()J OCOPP CROWN POINT PUD 00 (a N m -� CuO = �: MIXED USE vi OO O ? m M �: Os asa .ND �, NJ 4 PRELIMINARY SITE PLAN (PSP) `°• V � o � Q a°oo n Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:09PM USER: COURTNEYD - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -4— — — — SEE SHEET C304 FOR IF 0 0 CONTINUATION 0 PO P rm W W zv CA Z m 0 P ( N _ v_ (AGI (A ,. N CD .. D -P < o ( o m 00.�y N CA (� 3 O vCA Q (D_ l o0- 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 to I I 1 1 1 1 1 1 4 �2D— Z-- COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) rn Q NCO UTILITY PLAN p C O D Scale: AS NOTED Design: CD r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m � -T -O 0 v+ N C. ()J OCOPP CROWN POINT PUD 00 (a N m -� CuO = �: MIXED USE vi O O O m M �: Os as .ND , NJ 4 o PRELIMINARY SITE PLAN (PSP) `°• V � � Q a°oo n Ocoee Apopka Road, Ocoee FL n 3 FI SEE C302 FOR CONTINUATION — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I \ I � Z I � Qj \ Z� �\ HI � OI � UI � Ili 1 CONNECT TO EXITING 0 I ORANGE COUNTY — WATER MAIN 0 U W TW V / W IJJ H J H O � U W / Z a- ry /O w6; ww S � / J > / N o75; oa- °' o M ON fh� N a- O / N \ FIRE BFP \ (DCDA) //��/ \ 4 \-POTABLE BF� (RPZ) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ I \ _ — 10' BUILQP4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEE SHEET C306 FOR CONTINUATION SANITARY GRAVITY LATERAL QALIITA�V /'�I CAAI AI IT SANITARY GRAVITY LATERAL 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 C301 C302 C303 C304 C305 C306 I C307 , O SANITARY MANHOLE —o SANITARY CLEANOUT —�— SANITARY SEWER FIRE HYDRANT —w--w- WATER MAIN Uj Harris Civil Engineers, LLC W 5 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 a www.harriscivilengineers.com EB 9814 0 fv Of 0 w a 0 W U to O V _ 8 Of a. �-. a � Qa W Z Q N Z J O K = 0 UL a 0 w m a Z O/� ¢ V Z cn 0 0 a 0 O Z W a: o cn U a Z U w 0 CK w 0 Q W Of Of 0 W U W o W a — 0 CL o 0 Revisions: No. Date Deecxip W cn 1. 0 cr W w 3. Z 7• 0 O &CL a W 9. W 10.a N IL 12. LL W 15. O 0 16. Z n. a 20. W U 21. W 22. O a 23. 2A 5 U Qp Q w 0. U U w — G 4�7 Z ffLvvtt_l11111 3 U N Co r W 0 U Z 0 m z O O c'. o 0 w Ix M Z y.r D z 0. c 0- Z Z M Release: REV01 SUBMITTAL a nA-9d-9nM9 J N 0 N O C304 0 Z D w:) Q N Z ww _J :2 w � co a. O U LS-2022-006 & 2022-0022 FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:10PM USER: COURTNEYD SEE SHEET 3 FOR CONTINUATION --------- ---- ---- ------------------------------------ 7 \ a' CID I \, \ �o wm oz it cn D < 0CA Cn w \ \ 0 4 sue, vo •• •• BU•• • •� NG E ACKB ••� ILDI'•. I SANITARY FORCE MAIN (SIZE TO BE D E1ERM�NED) WA 'ER � r MAIN (SIZE TO BE PETER I ; MINED) I _ ..... I L...ftftmft _ CAI 'nIJ Z 0 V m m n -< y 1i I =o I m10 j I I z , N I m , eD If I Z IfI I I If If I If f j If \ 8 ■ cz If \G �O 1 0 jLn zZ I 03 _ . rn I `� •� IIfit•• • •• �-- i • -,. lDp BUILD/N S'� a \ -� �= • •• WAT£ ems•.. —"� _'— t --�. • •. R �` -- •...., �, _ �... -► '�r�. ``� '�''= -- • '' • MAIN <S/2 ftftftft I� / EE'APrQPKA R '---.....,,,,�.,,,, �.. ,,,., �... `"" --... --► "'`_ � •' ' �• . �� ARM/N / FAQ ---.....,,,,._ • •• £0) ...—�►�.,_____ ' �` _'►� ftmftft ` "` ram` '` '` ``` `�" `' ` ",.� `_ •• • •• • ftmftft 1. � "Oft ftft I ` qftftft %► `` %%ft **a` I i- b m — z —Di CA m z z z O ( 0 D� -<C ( rn _ < Z z17- W W I tOfl �.. 3 m o o P O O O o � m D O -P N < 0 n � `33 " � CA (A O cn •II 0 oQ COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. m tD A) � rn tD Nco UTILITY PLAN CO p C O D Scale: AS NOTED Design: CD r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m � -T -O p v+ N C. ()J OCOPP CROWN POINT PUD 00 (a N m -� CuO = �: MIXED USE vi O O O m M �: Os as .ND , NJ 4 o PRELIMINARY SITE PLAN (PSP) `°• V � r- Q a°oo ;1 Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:10PM USER: COURTNEYD a SHEET C307 FOR N C f` 0OZ K ;u 0 M v 1 -- --— — — — — — — — — — — — — — --- CON TI N U ATI ON o`{ I — b m z F OP 0-1 m m m z z z (A O I 0 CA y v Z cn 0D 'r) n n n or o O O CA O o 3 .. r m tTj -P N P N o o H T 0 � � rn � 3 CA O ( � ( ;� 3 l a C 7 T. n Z Ru 0 0 P —I P C D —I 0 P COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. tD A) rn Q NCO UTILITY PLAN p C O D Scale: AS NOTED Design: CD 0) r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m � -T -0 0 v+ N C. ()J OCOPP CROWN POINT PUD 00 ( a N m -� CuO = �: MIXED USE vi O O O m M �: oS asa .ND �, NJ 4 o PRELIMINARY SITE PLAN (PSP) `°• V � Q a°oo n Ocoee Apopka Road, Ocoee FL n 3 rI FILE NAME: G:\PROJ\07399002\CIVIL\SHEETS\PSP\C301 UTILITY PLAN.DWG TIME: 24 JUN 2022 - 1:10PM USER: COURTNEYD L— — — 1�r e o V. c�\ z Lo C � a a ;IDZ A 1/ \ . A. cn ' N 5z v \ 00 n z m C m o \ o \ I 7 \z � o;v N 0 m o o O\ N M z vM a_ N\ N o v\ n CD \ cl CV 500 F RE SE�E�`RM\N — JII WATER MAIN (SIZE TO BE DETERMINED) r` �I ............ ammum mummuo I f.mft __--_—,—.—.—..—.------------------------------------------------------------------------ ' _�'��► ---_ _ ----_----------- .•• ..• .•—•.:•—.s-.-++-.r.�•—..:.:•:.•,------------------------------------------ *go Off .•• .•. ... •• • .• • •• • •• • •• • •• • •• • of • of • of • of • of • of • •• • •• • •• • •• • of • •• •of go 00 , I i i • ••• • •• • •0 , 0 I I I I . I . I • I • r- O m d Z y D D D = D D Z N m r Z D o = OFn F —oP0P CA O ! W N' _ 5, P I I < v_ m o P n 3 ... W W W ID N CD < D -P N �, rn � `° n (A 0 (Aa 3 m 0 0 CD N � `' P—J rA v, Q 0 COPYRIGHT © 2022 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HARRIS CIVIL ENGINEERS, LLC AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. HARRIS CIVIL ENGINEERS RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HARRIS CIVIL ENGINEERS. (D A) � rn co tD NCO UTILITY PLAN p C O D Scale: AS NOTED Design: CD r Date 05/13/2022 Drawn CD Project No.:07399002 Checked: AA m -T -o 0 v+ N � C. 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W MR, \\FLORDATA\Droiects\61975.00 Ocoee Crown Point\cad\Id\Plan set\PUD-PSP\04-DSD-POM.dwa Q) 0 U U O i Q u7 0 N L6 n a U) 0 0 U Q J lY W Q 0 r7 u7 0 N u7 E U) 0 Cn 0 cn No :• 1-kyj ��i1Tl41 -10Te7'kJ 11FAJJ 17 Inter -local Agreement Property Distribution Tract # Designation School Board City of Ocoee A PrivateTotal Tract Acreage Tract Acreage Ownership Tract #1 WATERFRONT VILLAGE - 8.18 - 8.18 A Tract #2 RESIDENTIAL - - 35.67 35.67 Tract #2A LIFT STATION - I Tract #3 RESIDENTIAL j - - 19.36 19.36 ........... .... _.... _..... Tract #3A PARK - 0.24 - 0.24 Tract #313 LIFT STATION ** � - - - - __.__...._........___...____.._.._......._....... _.. Tract #3C PARK - 0.88 - 0.88 A Tract #4 ELEMENTARY SCHOOL i 13.51 - - 13.51 __... Tract #5 HIGH SCHOOL 51.21 - 51.21 Tract #6A WORKFORCE EDUCATION 0.28 - - 0.28 ........._................._ .__...._.._. Tract #6B WORKFORCE EDUCATION ? 0.23 - - 0.23 Tract #6C VILLAGE CENTER - 5.73 - 5.73 Tract #6D VILLAGE CENTER - 2.33 - 2.33 Tract #6E VILLAGE CENTER - 2.98 - 2.98 Tract #6F VILLAGE CENTER - 0.60 - 0.60 Tract #6G WORKFORCE EDUCATION 0.50 - - 0.50 Tract #7A WORKFORCE EDUCATION 5.24 - - 5.24 Tract #713 WORKFORCE EDUCATION 2.82 - - 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 ** ? - - - - A Tract #11 INSTITUTIONAL - 6.96 - 6.96 (See Note 1) Tract #12 INSTITIUTIONAL - - - Tract #13 BUS DEPOT/TOWNHOME 21.74 - - 21.74 Tract #14 OPEN 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 - 34.31 Tract #18 WETLAND - 44.90 - 44.90 Tract #19 WETLAND ' - 5.00 - 5.00 Tract #20 WETLAND - 1.27 i - 1.27 Tract #21 WETLAND - 2.41 - 2.41 Tract #22 WETLAND - 2.40 - 2.40 Tract #23 WETLAND - 1.34 i - 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 - I 0.51 - 0.51 Tract #30 WETLAND BUFFER - 0.15 - 0.15 Tract #31 WETLAND BUFFER - 0.17 - 0.17 Tract #32 RIGHT-OF-WAY - 10.24 ! - 10.24 4 Tract #33 RIGHT-OF-WAY - 2.29 - 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 RIGHT-OF-WAY - 1.10 - 1.10 (See Note 2) Tract #36-40 JOINT STORMWATER* 11.51 7.18 - 18.69 Tract #41 OCPS STORMWATER* 6.83 - - 6.83 A 0 Tract #16,43-49,50R OCOEE STORMWATER - 22.89 - 22.89 Tract #50 .RESIDENTIAL - - 22.00 22.00 I Tract #5013 PARK - 1.99 - 1.99 0 Tract #51 WETLAND ' - 4.21 - 4.21 A 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. TRACT #17 TRACT #18 :_ 1 TRACT #24 .-TRACT 37 1� TRACT TRACT / #1 f ,(See Note # ' TRACT #4' /IIIJAC 17ir44 +p�.. TRACT #3C TRACT A TRACT #2 / TRACT �3i' B fj AC750 TRACT psz�x - ;!l� � TRA, CT 0010# 77 7-1 TRACT 0 TRACT #3A TRACT #26 /TRACT #38 TRACT ' #19` ,W N 2pp (Q\TRACT #�_-- U TRACT #16B TRACT; ,#� ACT #16A Stormwater Summary -Tract # Designation School Board City of Ocoee Total Tract Acreage Tract Acreage Tract #12A RETENTION 2.42 - 2.42 Tract #1213 RETENTION 0.93 - 0.93 Q Tract #16 RETENTION - 1.39 1.39 Tract #36 RETENTION 2.21 1.83 4.04 0 Tract #37 RETENTION I 3.54 j 1.93 5.47 Tract #38 RETENTION 1.83 0.49 2.32 Tract #39 RETENTION 2.20 f 2.46 4.66 Tract #40 RETENTION 1.73 0.47 2.20 Tract #41 RETENTION 6.83 ___.._._......__....... _... - 6.83 Tract #43 RETENTION - f 1.46 1.46 Tract #44 RETENTION - I 3.34 3.34 Tract #45 RETENTION - ! 2.38 2.38 Tract #46 RETENTION j - 1.58 1.58 Tract #47 RETENTION I - i 3.40 3.40 Tract #48 RETENTION - 1.32 1.32 Tract #49 RETENTION - 2.42 2.42 Tract #50A RETENTION i - I 5.60 5.60 Total: 21.69 30.07 51.76 0 0 I OCPS Property Tract #12 Tract # Designation Total 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 -� V / f % ff TRACT #2,7/ TRACT #6 TRACT #6 .TRACT #6� 0 Note: Tr 'cts "A and 6B have been w absorbed into Tract 5 with the cons ctio�.. of Ocoee High School. If if If TRACT . #33 J' 4 >' 0V TRACT #20 o 1 TRACT #46 --------'--- f` .0 TRACT #6F -' - --'--- TRACT r -- -E � � TRACT G TRACT #21 _ _------------- TRACT 5 = - �,r TRACT Aj o TRACT #28 6D o TRACT 33 # �° TRACT #8 .TRACT #7A TRACT �- > ; #7B ' ✓ .TRACT 34. '✓ ''// ° �1 -/- T #47 .TRACT 13. 'mod TRACT 9 # TRACT 1W' � ... r -1 _----T--- FULLERS CROSS ROAD -------- TRACT #35� - _ --- - -- ------ -------- -------___ ; �;_�_--------------_____�_---------- -� -TRACT--- TRACT #12C TRAcCT/#12B TRACT 12 ' . o� f f- .TRACT #10A j TRACT 11.1/ TRACT #12D 4, ; I TRACT #12A , TRACT q #49,, ; TRACT o #29 TRACT #14 TRACT #2 TRACT #31 �' 1 /TRACT/ ' #23 TRACT #30 TRACT #15 ZPq 1 E4 v) 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 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. 0 11b Vanasse Hangen Brustlin, Inc. 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407.839.4006 - FAX 407.839.4008 Certificate of Authorization Number FL #3932 0 250 0 250 500 SCALE IN FEET Q7 DRC Comments 9-15-15 JRH QDRC 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 Aj Addition of Poer Property 3-5-04 JFK No. Revision Date Appvd. Designed by IV (Drawn by rrC I Checked by X CAD checked by TC Approved by Scale I„ = 2W il• Date owoq�Vl+ Project Title JV Ocoee Crown Point PUD PUD Land Use Pla TSP Ocoee, Florida Issued for Not Approved for Construction Drawing Title Proposed Ownership Map Drawing Number Sheet of 4 28 Project Number 61975.00 04-psp-P0M.dwg ITEM NUMBER V. MISCELLANEOUS A. PROJECT STATUS REPORT B. J U LY CALENDAR The following information is respectfully submitted to the Honorable Mayor and City Commission in order to provide general information about public and private development in the City of Ocoee. Please feel free to contact City Planner Rumer at ext. 1018 for additional information or questions. District 1— Larry Brinson, Sr. Project Name & General Status Location Project Description Hodnett Variance 0 Planning and Zoning 1901 Leslie Ann Lane meeting: TBD Parcel # 09-22-28-4046-00-130 Variance to reduce the two (2) foot setback . City Commission .17 acres to one (1) foot on the south side of the lot meeting: TBD Commission District 1 — Larry . Under 15t review Brinson, Sr. • DRC Meeting: TBD Rodriguez Property • Planning & Zoning Annexation Annexation & Rezoning from "Orange • Meeting: TBD City Commission 11t 285 111 Avenue County" Single Family Dwelling (R-2) to "City Parcel # 08-22-28-5960-21-140 of Ocoee" Single Family Dwelling (R-1) Reading: TBD .26 acres 0City Commission 2"d Commission District 1 — Larry Reading: TBD Brinson, Sr. Under 11 review COMMERCE 429 FKA BELTWAY 429 FKA PROGRESS COMMERCE PARK 1290 Ocoee Apopka Road Large Scale Final Site Plan for up to 480,500 • City Commission Parcel # 07-22-28-0000-026 SF of Light IndustrialNVarehouse uses (Consent Item): TBD 24.95 acres located within six (6) buildings. 0 Under 3rd review Pine St Parcel # 07-22-28-0000-00-096 13.01 acres Commission District 1 — Larry Brinson, Sr. GREENS AT FOREST LAKE PHASE 1 & 2 2291 West Road Parcel # 05-22-28-0000-00-017 Large Scale 14.10 acres Preliminary/Final Subdivision Plan is Under Construction'" u West Road proposing a 198-unit two-story Townhome Parcel # 05-22-28-0000-00-043 with a max living area of 1,500 SF 14.97 acres Commission District 1 — Larry Brinson, Sr. 1 I IL � N ,, INNOVATION MONTESSORI SCHOOL PHASE 3 Small -Scale Site Plan for Innovation 1610 N Lakewood Ave. Montessori from a Pre-K through 8t" grade, Approved Parcel # 07-22-28-0000-00-054 with a student capacity of 800 students to a 20.16 acres Pre-K through High School with a school Commission District 1 — Larry capacity of 1088 students. Brinson, Sr. • DRC Meeting: June 7, 2022 • Planning & Zoning Meeting: July 12, ISAAK MALKA PROPERTY Annexation, Small -Scale Comprehensive 2022City Commission 1st 2199 West Road Plan Amendment from Low Density Reading: TBD Parcel # 05-22-28-0000-00-029 Residential to High Density Residential & . City Commission 5.08 acres Rezoning from Orange County A-1 to City of Meeting 2"d Reading: Commission District 1 — Larry Ocoee PUD TBD Brinson, Sr. 0 1st Review comments sent June 23, 2022 • Awaiting 2nd submittal MIXED -USE @ FULLERS CROSS RD & OCOEE . Planning & Zoning Meeting: July 12, APOPKA RD Large Scale Preliminary Site Plan for mixed- 2022 Fullers Cross Road use consisting of Apartments and . City Commission Parcel # 06-22-28-0000-00-056 Commercial Meeting: TBD 17.96 acres 1st Review comments Commission District 1 — Larry sent May 11, 2022 Brinson, Sr. OCOEE CROWN POINT MIXED USE DEVELOPMENT • Planning & Zoning 2012 Ocoee Apopka Rd. Large Scale Preliminary Site Plan for mixed- Meeting: July 12, Parcel # 06-22-28-0000-00-005 use development consisting of Multifamily 2022 Parcel # 06-22-28-0000-00-005 and Retail . City Commission 16.19 acres combined Meeting: TBD Commission District 1 — Larry • Under 2nd Review Brinson, Sr. OCOEE VILLAGE CENTER ALLURE Large Scale Preliminary/Final Subdivision Clarcona Ocoee Road Parcel # 05-22-28-0000-00-040 Plan for 320 Unit Apartments, four (4) — 101,000 SF, four-story Residential Buildings rY 9 Under Constructionw 15.63 acres and one (1) — 10,000 SF, single -story Commission District 1 — Larry Pool/Clubhouse Brinson, Sr. OCOEE VILLAGE CENTER SOUTHEAST COMMERCIAL Preliminary/Final Subdivision Plan for a 10711 N Lakewood Ave 4,650 SF Gas Station/Convenience Store, a Parcel # 05-22-28-0000-00-004 14,000 SF Retail/Restaurant Building, and a Under Construction 4.7 acres 4000 SF Quick Service Restaurant Commission District 1 — Larry Brinson, Sr. OCOEE VILLAGE CENTER TOWNHOMES Large Scale Preliminary/Final Subdivision Under Construction 10711 N Lakewood Ave Plan for 232 — 2 story Townhome units Parcel # 05-22-28-0000-00-004 34.48 acres 2 1 ILl' �N °p Commission District 1— Larry Brinson, Sr. OCOEE VILLAGE CENTER TOWNHOMES 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 34.48 acres Commission District 1 — Larry Brinson, Sr. • City Commission Plat for 232 — 2 story Townhome units (Consent Item): TBD • Under 3rd review STARBUCKS 2443 Ocoee Apopka Road 1� Small Scale Site Plan fora 2,500 SF Under Construction Parcel # 06-22-28-2856-03-000 Starbucks Building Commission District 1 — Larry Brinson, Sr. *NEW PROJECT Planning & Zoning Barenburg Property Meeting: June 14, Variance Variance to allow a detached garage within a 2022 125 S. Lakeshore Dr. front building setback on a lot with roadway • City Commission Parcel # 17-22-28-5504-06-110 frontage along three property lines Meeting July 19, 2022 0.3 acres 0 Under 1st review Commission District 2 — Rosemary Wilsen 606 SOUTH BLUFORD AVE. WAREHOUSE AND OFFICE 606 South Bluford Ave. O Parcel # 17-22-28-6144-04-401 Small Scale Site Plan, 10,000 SF Building Under Construction 1.1 acres Commission District 2 — Rosemary Wilsen CITY CENTER WEST ORANGE, PARCEL 1, • 2nd Review Comments PHASE IV, LOT 4A sent on June 18th, 251 Main Street Small Scale Site Plan, two-story 20,000 SF 2019 Parcel # 20-22-28-0000-00-015 office/retail building • Awaiting resubmittal 11.92 acres for 3rd Review Commission District 2 — Rosemary Wilsen COUNTRY COMFORT CARE, INC. 902 Hire Circle Parcel # 20-22-28-6148-00-660 0.23 acres Commission District 2 — Rosemary Wlsen DARREN CENTER 9961 W Colonial Drive Parcel # 21-22-28-0000-00-012 7.06 acres Commission District 2 — Rosemary Wlsen GOTHA CLINIC FKA WEST ORANGE MEDICAL CENTER 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 Wlsen HEARTLAND DENTAL 1100 Blackwood Avenue Parcel # 20-22-28-0742-02-000 1.96 acres Commission District 2 — Rosemary Wlsen Variance request for Amanda Arjune - Residential Assisted Living Facility Small Scale Site Plan 18,302 SF Medical & Professional Office • Denied at the City Commission meeting June 7, 2022 • Under 6t" review • Non -Substantial Amendment to the West Orange Medical Center PUD APPROVED at the to develop one single -story 11,000 March 1, 2022, City SF building, from the planned two single -story buildings, and one two- Commission Meeting story building, totaling 14,646 SF Small Scale Site Plan for a 5,984 SF Dental Office Building INNOVATION MONTESSORI 1475 E. Silver Star Road Parcel # 16-22-28-4763-00-020 Special Exception to approve C-2 zoned 4.32 acres land for a High School use Commission District 2 — Rosemary Wlsen OCOEE COMMONS PUD 1100 Blackwood Avenue Parcel # 20-22-28-0742-02-000 1.96 acres Commission District 2 — Rosemary Wlsen *NEW PROJECT OCOEE OAKS UMC 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59 acres Commission District 2 — Rosemary Wlsen *NEW PROJECT OCOEE OAKS UMC 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59 acres Commission District 2 — Rosemary Wlsen Comprehensive Plan Amendment to the PUD Special Exception requested to allow a monopine style communication tower on a parcel zoned A-1 Small Scale Site Plan for a 135 foot communication tower • Under 3rd Review • APPROVED at the April 5, 2022, City Commission meeting • Under 2nd Review • Approved at City Commission meeting: April 19, 2022 (Consent Agenda) • 1st Review comments sent July 6, 2022 • 1st Review comments sent July 6, 2022 O'REILLY'S OCOEE 1891 E. Silver Star Road Parcel # 16-2-28-8049-00-003 5.06 acres Commission District 2 — Rosemary Wilsen O'REILLY'S OCOEE 1891 E. Silver Star Road Parcel # 16-2-28-8049-00-003 5.06 acres Commission District 2 — Rosemary Wilsen *NEW PROJECT SIRI OFFICE BUILDING 3872 Old Winter Garden Road Parcel # 28-22-28-0000-00-019 1.25 acres Commission District 2 — Rosemary Wilsen *NEW PROJECT SIRI OFFICE BUILDING 3872 Old Winter Garden Road Parcel # 28-22-28-0000-00-019 1.25 acres Commission District 2 — Rosemary Wilsen VAN WINKLE VARIANCE 319 Hormigas Street Parcel # 20-22-28-7250-01-100 0.61 acres Commission District 2 — Rosemary Wilsen VMG OFFICE BUILDING FKA 4 LOCOS TACO REVISIONS 101 W. Silver Star Road Parcel # 18-22-28-4100-00-171 0.61 acres Commission District 2 — Rosemary Wilsen WENDYLYN'S BEAUTY SALON, FKA 54 REWIS STREET 54 Rewis Street Parcel # 18-22-28-7900-05-051 0.25 acres Commission District 2 — Rosemary Wilsen WEST OAKS SELF STORAGE AND OFFICE / SHOPPES AT WEST OAKS PD 9000 W. Colonial Drive Parcel # 27-22-28-8005-00-040 4.1 acres Commission District 2 — Rosemary Wilsen • Approved for Small Scale Site Plan for a 7,453 SF construction O'Reillys Auto Parts store • Pending Pre - Construction Meeting • City Commission Meeting (Consent Item): TBD Plat • 3rd review Comments sent June 7, 2022 • Awaiting resubmittal Small Scale Site Plan for 28,000 SF Office Building Non -Substantial Amendment to the PUD Variance requesting to reduce the front yard setback from 25 feet to 20 feet for a five-foot addition to an existing single-family home Small Scale Site Plan, two-story 6,300 SF Office Building Small Scale Site Plan for a 1275 SF Building, Mixed -use of Beauty Salon and Residence Rezoning from Community Commercial to Planned Development • 1st Review comments sent May 31, 2022 • Awaiting 2nd submittal • City Commission (Consent Item): June 21, 2022 • Under 11 Review • Planning & Zoning Meeting: March 8, 2022 • Van Winkle Variance APPROVED at the 04/05/2022 City Commission meeting Under Construction + • Approved for construction • Pending Pre - Construction Meeting Under Construction "�W m,',�" *NEW PROJECT WEST ORANGE SURGERY CENTER 3422 Old Winter Garden Road 1st review comments 3432 Old Winter Garden Road Small Scale Site Plan for an 11,500 SF sent on April 4, 2022 Parcel # 29-22-28-0000-00-030 Surgery Center 0 Pending resubmittal of Parcel# 29-22-28-0000-00-029 2nd review 1.26 acres combined Commission District 2 — Rosemary Wlsen District 3 — Richard Firstner Project Name & General Project Description Status Location • DRC Meeting: September 28, 2021 • Planning & Zoning Meeting: October 12, 409 OCOEE APOPKA ROAD 2021 PUD Large Scale Preliminary/ Final Site Plan for City Commission 409 Ocoee Apopka Road two Industrial Warehouse Buildings totaling meeting: November Parcel # 18-22-28-0000-00-056 61,797 SF 16, 2021 4.76 acres • City Commission Commission District 3 — Richard approval on Firstner November 16, 2021 5t" Review Comments submitted to applicant on 05/31/2022 • Under 6t" Review 429 BUSINESS CENTER PHASE II 701 Pine Street Small -Scale Comprehensive Plan (CPA) 707 Pine Street 711 Pine Street Future Land Use (FLU) Map Amendment ORDINANCES ADOPTED at Parcel # 18-22-28-0000-00-005 from Low -Density Residential (LDR) to Light Industrial (LI) and Rezoning from R-1A the May 3, 2022 City Parcel # 18-22-28-0000-00-106 (Single -Family Dwelling District) to I-1 (Light Commission Meeting Parcel # 18-22-28-0000-00-105 Manufacturing and Warehousing District) 5.85 acres combined Commission District 3 — Richard Firstner *NEW PROJECT ANDYS OCOEE Maguire Rd. Small Scale Site Plan to construct 1,919 SF Parcel # 30-22-28-0000-00-020 building for a Drive -Through Frozen Custard Under 1st review 2.09 acres Shop Commission District 3 — Richard Firstner ARYA 868 Roberson Road Small Scale Comprehensive Plan Future Parcel # 31-22-28-0000-00-005 Land Use Map Amendment from Low- 10.29 acres Density Residential to Professional Offices Commission District 3 — Richard and Services land use designation Firstner BLUFORD AVENUE DAYCARE 880 Bluford Avenue Parcel # 20-22-28-0000-00-055 Special Exception to use land zoned C-2 for and # 20-22-28-0000-00-059 Child Care use 2.45 acres Commission District 3 — Richard Firstner CHRISTIAN BROTHERS AUTOMOTIVE West Colonial Dr. Small Scale Site Plan for a 5000 SF Parcel # 20-22-28-9138-03-000 Automotive Service Building .62 acres Commission District 3 — Richard Firstner DANIEL/RAY COMMERCIAL DEVELOPMENT DANIELS VETERINARY SERVICES 11700 W Colon Colonial Drive ial Drive Preliminary/Final Site Plan Parcel# 30-22- 0-00-074 10,806 SF Veterinary Clinic on lot 1 Parcel # 30-22-28-0000-00-002 Commercial Development on lots 2 & 3 Parcel # 30-22-28-0000-00-035 6.95 acres combined Commission District 3 — Richard Firstner EXPRESS SIGNS BUILDING ADDITION 637 Palm Drive Small Scale Plan for a 22,042 S.F., one Parcel# 13-22-27-6649-02-000 story warehouse building 4.23 acres Commission District 3 — Richard Firstner FIRST CHOICE DOOR AND MILLWORK 393 Enterprise Street Small Scale Site Plan for a 4,000 SF Parcel# 19-22-28-9153-02-601 detached storage building and associated 1.26 acres parking and utility improvements Commission District 3 — Richard Firstner • ORDINANCE ADOPTED at the November2, 2021, City Commission meeting • DRC Meeting: March 1, 2022 • Planning & Zoning Meeting: March 8, 2022 • City Commission meeting: April 5, 2022 • APPROVED at the April 5, 2022, City Commission Meeting Plan APPROVED for construction on November 24, 2021 • Under 5t" Review • Site Plan APPROVED • Pre -Construction Meeting April 7, 2022 A�!�r Under Construction a� HAMPTON INN BY HILTON AKA COMFORT INN - MAINSTAY SUITES 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 INLAND GROUP OFFICE East Crown Point Road Parcel # 13-22-27-0004-01-002 1.46 acres Commission District 3 — Richard Firstner INSPIRATION TOWN CENTER AND LUXURY HOMES 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 LAKE LILLY 2802 Old Winter Garden Road Parcel # 29-22-28-0000-00-007 16.61 acres Commission District 3 — Richard Firstner LEGACY LIFESTYLES SENIOR HOUSING OF OCOEE 934 Roberson Road Parcel # 31-22-28-0000-00-051 17.05 acres Commission District 3 — Richard Firstner LOVE MOTORSPORTS 11953 W. Colonial Drive Parcel # 19-22-28-0000-00-073 2.54 acres Commission District 3 — Richard Firstner *NEW PROJECT 02B KIDS 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 • Approved for Construction on April Preliminary/Final Large -Scale Site Plan for a 4, 2022 six -story 74,657 SF hotel with 120 rooms • Pre -Construction meeting: April 4, 2022 Small Scale Site Plan for a 14,710 SF, two- Under Constructionq story, Office Building a Large Scale Preliminary/Final Site plan, 90 luxury townhouses, with four commercial buildings consisting of a preschool, with office and retail space Under Construction Building 1 (one-story pre-school) = 13,681 SF ? Building 2 (one-story office/retail = 12,600 SF Building 3 (two-story office/retail = 42,350 SF Building 4 (one-story retail) = 3,591 SF • APPROVED for Large Scale Final Site Plan for 410 Luxury Construction on Multifamily Rental Units January 6, 2022 Pre -Construction meeting held on December 1, 2021 3-story 112,259 square foot Assisted Living APPROVED for construction Facility on 6.77-acre Parcel 1 on February 10th, 2018 Small Scale Site Plan for building renovations and addition of 5,338 SF for a showroom of new vehicles and sales Small Scale Site Plan for a 10,970 SF Day Care Facility and a 6,000 SF Medical Office Building • APPROVED for Construction on November 24, 2021 • Pre -Construction meeting scheduled for January 11, 2021 • Under 1st Review OCOEE CORNERS COMMERCIAL DEVELOPMENT PHASE 2 AND SONNY'S BBQ AKA MAGUIRE AND HWY 50 RETAIL 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 OCOEE MEDICAL OFFICE - ADVENT HEALTH 11001 West Colonial Dr. Parcel # 19-22-28-0000-00-024 .61 acres Commission District 3 — Richard Firstner OCOEE-TOMYN SELF STORAGE FACILITY AKA BARKERITAVILLE PUD AKA PET PARADISE Parcel # 31-22-28-0000-00-050 8.13 acres Commission District 3 — Richard Firstner OCOEE VILLAGE Franklin Street Parcel # 18-22-28-0000-00-025 5.77 acres Commission District 3 — Richard Firstner *NEW PROJECT OCOEE VILLAGE GREEN Maguire Rd. Parcel # 30-22-28-0000-00-020 2.09 acres Commission District 3 — Richard Firstner PRUITT HEALTH 870 Tomyn Blvd Parcel# 30-22-28-286 1 -0 1 -0000 10.73 acres Commission District 3 — Richard Firstner Small Scale Site Plan creating four lots, Lot one (1) to include a proposed 4,994 SF Sonny's BBQ standalone restaurant and Under Construction future building, Lot 2 has two (2) existing aoMuGdge buildings that were constructed under the Maguire and HWY 50 Retail Site plan; Lot 3 & 4 will create open lots. Small Scale Site Plan for a single story, Under Construction aM$, 7,232 SF Medical Office Building • Site Plan APPROVED on Preliminary/Final Large -Scale Site Plan March 25, 2022 Pre -construction meeting March 29. 2022 • Planning & Zoning Meeting: September 14, 2021 • City Commission Large Scale Preliminary Site Plan, for two meeting: October 5, (2) two-story buildings with 72,712 sf for 2021 office/retail. • 1st Review comments sent on August 31, 2021 • awaiting resubmittal for 211 review Small Scale Site Plan to construct Under 1st review hardscape common areas Substantial Amendment to the PUD for a� Nursing Facility Under Construction 9 1 IL1, �N °p THE REGENCY 1601 Maguire Road Parcel# 30-22-28-286 1 -0 1 -0000 10.73 acres Commission District 3 — Richard Firstner WAYNE AUTOMATIC FIRE SPRINKLER 222 Capitol Court Parcel# 19-22-28-9153-01-800 3.389 acres Commission District 3 — Richard c;rs`rer Large Scale Preliminary Site Plan for a mixed -use development with approximately 250-300 residential multi -family units with associated neighborhood retail uses Expansion of existing Office Building and associated parking lot A DIOS SEA LA GLORIA MINISTRY Special Exception to use land zoned C-2 for 1700 E. Silver Star Road church use. The proposed church seeks to Parcel # 16-22-28-8042-00-010 occupy Suite Al01, containing 1,440 S.F. 7.14 acres within the existing 59,810 S.F. shopping plaza Commission District 4 — George Oliver. 111 ARDEN PARK NORTH PHASE 6 9723 Clarcona Ocoee Road Plat for the Arden Park North Phase 6 Parcel # 33-21-28-0010-06-041 Subdivision for 67 lots 15.23 acres Commission District 4 — George Oliver. 111 EVEREST REHABILITATION HOSPITAL AKA OCOEE LANDINGS COMMERCIAL 1842 E. Silver Star Road Large Scale Site Plan for a 39,817 SF, Parcel # 16-22-28-4532-00-040 single -story, Rehabilitation Hospital 5.12 acres Commission District 4 — George Oliver. 111 LAKE MEADOW LANDING (F.K.A ARDEN LANDING; CIARA PLACE / F.K.A. VILLA ROMA) Large Scale Preliminary/Final Subdivision 2121 North Clarke Road Plan, 88-unit 1,391 SF (per unit) residential Parcel # 04-22-28-0000-00-048 townhomes with a 2,400-SF clubhouse 21.05 acres Commission District 4 — George Oliver. 111 2nd Review comments sent on March 28, 2022 Approved at the May 3, 2022 City Commission Meeting Under Construction �oM,w7�H �i • DRC Meeting: March 1, 2022 • Planning & Zoning Meeting: March 8, 2022 • City Commission meeting: April 5, 2022 DENIED at the April 5, 2022, City Commission meeting • City Commission Meeting: December 7, 2021 Plat RECORDED on December 10, 2021 • APPROVED for Construction • Pre -Construction meeting scheduled for May 17, 2022 Under Construction 411a111" 10 1 IL.' a ..; MEMORY CARE COTTAGES OF OCOEE 1900 E. Silver Star Rd. Parcel # 15-22-28-4716-00-130 6.92 acres Commission District 4 — George Oliver. 111 Large Scale Preliminary/Final Site Plan for a Memory / Health Care Facility; proposed site plan will construct four (4) One -Story buildings, each building to be around 14,743 SF • Plan Approved • Awaiting Pre - Construction Meeting PRAIRIE LAKE SUBDIVISION Ocoee Vista Parkway/AD Mims Road Preliminary Final Subdivision Plan to Parcel # 09-22-28-0000-00-056 Under Constructiontq 11.99 acres construct 78 lots, each containing atwo- , a� Commission District 4 — George story town home Oliver. 111 RESERVE AT LAKE MEADOWS 2149 Lauren Beth Avenue Parcel # 04-22-28-0000-00-024 18.58 acres Commission District 4 — George Oliver, 111 WYNWOOD PHASE 1 & 2 FKA CLRM 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, 111 WYNWOOD PHASE 1 & 2 FKA CLRM 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, 111 A Large -Scale Final Subdivision plan for 210 single-family homes • City Commission meeting (Consent Item): November 16, 2021 • Under 5t" review Large Scale Preliminary/Final Subdivision to construct 190 single-family residential lots in45, Phase 1 & 2 with stormwater ponds, open Under Construction space, and park/recreation area and 187 lots for Mass Grading in Phase 3 & 4 Plat for Wynwood Phase 1 & 2 for 190 lots • City Commission Meeting (Consent item): TBD • Under 211 review IIIIL"�u,::" Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 Cift fail o q 5 6 7 9 Inclopendeneiz Day City Commission 645 pm City Wall Ghneolod L — 10 11 12 13 14 15 16 Planning & Zoning Human Relations Commission 6:30 pm Diversity Board City Hall Ocoee TV Live 6:15 pm City Hall 07/19 Agenda Items due 07/19 Staff Reports due to to City Clerk City Manager 07/19 Agenda Published 17 is 19 20 21 22 23 Parks & Recreation City Commission Red Light Hearing Advisory Board 6:15 pm City Hall 9:00 am City Hall 6:00 pm City Hall Ocoee TV Live 24 25 26 2T 29 29 30 Code Enforcement Citizen Advisory Council Board 7:00 pm City Hall to Police Dept. --- Ocoee TV Live 7:00 pm City Hall , - 2- 08/02 Agenda Items due 08/02 Staff Reports due to ,3 .31 to City Clerk City Manager 08/02 Agenda Published