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HomeMy WebLinkAbout06-09-2020 Agenda PacketMayor Commissioners Rusty Johnson Larry Brinson Sr., District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank George Oliver III, District 4 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) All iiiitt III °J I� miu: m� nire mlllmvite to be Ill�� mllr Jmm!,i,llim �III�2 „12'!!!!tm< IIIl(:mlll:milim3 [2,!!,l:tio11llm o tulle IIIr��.1 ti,111mg 2mm2 fop'„ tile t:mmlll ul tallmf.... State r°„ul ff t m tasd i„t;, l t mf - ul t mm�. tt flllml t t:oulriulrit.allmt m�lim /tp gmmt %tmt "i, ttp..........4 1'I7 tt "IlIl"3 tp�iilll''° June 9, 2020 AGENDA 6:30 PM CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held on May 12, 2020, & May 19, 2020. III. OLD BUSINESS IV. NEW BUSINESS A. Comfort Inn — Mainstay Suites 1. Preliminary/Final Large -Scale Site Plan B. Ocoee Landings 1. Substantial Amendment to the PUD C. Memory Care Cottage at Ocoee 1. Preliminary/Final Large -Scale Site Plan V. MISCELLANEOUS A. Legislative Update B. Project Status Report C. June Calendar VI. ADJOURNMENT Public Hearing Public Hearing Public Hearing NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 6:30 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. 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. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, May 12, 2020 CALL TO ORDER - 6:43 pm Present: Chair Joel Keller, Member Lou Forges, Member Brad Lomneck Member Jason Mellen Absent: Vice -Chair Williams Also Present: Development Services Director Mike Rumer, Zoning Manager Kiel Gajadhar, Assistant City Attorney Dana Crosby -Collier, Recording Clerk Kathy Heard Chair Keller announced because of technical difficulties the City is continuing this meeting to Tuesday, May 19, 2020. (6:44 pm) Motion to continue this meeting to Tuesday, May 19, 2020: Moved by Member Lomneck, Seconded by Member Mellen: Motion carried unanimously. ADJOURNMENT - 6:44 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Joel Keller, Chair MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, May 19, 2020 (Continued from the May 12, 2020 P&Z Meeting) L CALL TO ORDER - 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chair Joel Keller, Vice -Chair Lavon Williams, Member Lou Forges, Member Brad Lomneck Absent: Member Jason Mellen Also Present: Development Services Director Mike Rumer, Zoning Manager Kiel Gajadhar, Assistant City Attorney Dana Crosby -Collier, Recording Clerk Kathy Heard Chair Keller announced the following, "All interested parties are invited to be heard during the public hearing portion of this meeting. Due to the current State of Emergency regarding COVID- 19, City Hall is closed to the public; however, the City requests the public to call or email comments and/or questions to 407-554-7118 or citizens &ocoee.org." II. CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held March 10, 2020. (6:31 pm) Motion for Approval of the Consent Agenda: Moved by Member Lomneck, Seconded by Vice -Chair Williams; Motion carried unanimously with Member Mellen absent. Planning & Zoning Commission May 19, 2020 III. OLD BUSINESS - None IV. NEW BUSINESS — Public Hearings (6:32 pm) A. Comfort Inn - Mainstay Suites,11409 W. Colonial Drive Preliminary/Final Large Scale Site Plan Project No: LS-2020-007. (Advertised in the West orange Times on Thursday, April 30, 2020, and Continued from the May 12, 2020 P&Z Meeting) (Zoning Manager Gajadhar) Chair Keller announced the applicant requested this item to be continued to the June 9, 2020 Planning and Zoning Meeting. (6:32 pm) Motion: Move to Continue the Comfort Inn - Mainstay Suites, 11409 W. Colonial Drive Preliminary/Final Large Scale Site Plan to the June 9, 2020 Planning and Zoning Commission Meeting; Moved by Member Lomneck, Seconded by Vice -Chair Williams, motion carried unanimously with Member Mellen absent. B. Prairie Lake Planned Unit Development (PUD) Townhomes (Meritage Homes), Project No.: LS-2020-002. (Advertised in the West Orange Times on Thursday, April 30, 2020, and Continued fi^om the May 12, 2020 P&Z Meeting) (Development Services Director Rumer) Development Services Director Rumer presented a PowerPoint on the subject project, which is located on the east side of N. Clarke Road, north of A.D. Mims Road, and at the northeast corner of the intersection of Clarke Road and A.D. Mims Road. The City currently owns this parcel, and Meritage Homes is under contract to purchase this it. This parcel has a Future Land Use Designation as "Medium Density Residential," is designated as Tract C in the Prairie Lake PUD, and is currently forested with heavy vegetation. The proposed project will have one (1) access point on Ocoee Vista Parkway. The main entrance will be aligned with the existing Prairie Lake Reserve subdivision entrance. An extension to Ocoee Vista Parkway along the rear of the property will be provided, which will allow the undeveloped property to the east a future right-of-way connection point. The internal streets within this parcel will be private. This townhome project proposes a total of 78 townhome residential lots. The townhomes will consist of a mix of six (6) unit buildings and four (4) unit buildings. The exterior units will be 24 feet wide, and the interior units will be 20 feet wide with a minimum living area set at 1,500 square feet. This development is proposed to be developed in one (1) phase. The proposed subdivision plan calls for a wall with landscape buffer and pedestrian connections to the future commercial parcels, which will be adjacent to the west of this parcel facing Clarke Road. A stormwater retention pond is located on the north side. Two (2) amenity lots are proposed with various recreation and playground equipment. 2 Planning & Zoning Commission May 19, 2020 Development Services Director Rumer further explained that when this PUD was approved in the early 2000s, the PUD dedicated a right-of-way for Clarke Road, which encompassed a four - lane divided road and the inside median curb. These improvements vested this project with vehicle trips for commercial use; however, this particular parcel will be downsized and utilized as residential, which in turn drastically decreases daily vehicle trips, and a traffic study does not need to be done at this time. However, a traffic study will be done when the adjacent commercial parcels to the west come in for development. He stated an email from a resident was asking for a deceleration lane turning onto Ocoee Vista Parkway, and explained currently there is a project underway to widen Clarke Road; and further, with that project they will look at all roads within that area to see if any upgrades need to take place. Development Review Committee (DRC) Recommendation: The Development Review Committee (DRC) met on May 7, 2020, and reviewed the Preliminary/Final Subdivision Plan for the Prairie Lake PUD Townhomes. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan. Staff Recommendation: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for the Prairie Lake PUD Townhomes. Discussion: Member Williams inquired about a vacant parcel to the east to which Development Services Director Rumer explained the difficulties with developing those parcels surrounding access and bifurcating the railroad tracks. The applicant was present for questions. Jeremy Camp, Applicant with Meritage Homes, Orlando, said also present was their engineer with Madden, Moorhead & Stokes; Bill Maki with Daly Design Group, and Jeff Stalder with Meritage, and indicated he is happy to answer any questions Member Forges asked whether this project may warrant any road construction on Clarke Road. Development Services Director Rumer explained that Clarke Road is a four -lane road that turns into a two-lane road past Ocoee Vista Parkway. He further said currently there is not a right -turn deceleration lane proposed to go in at Ocoee Vista Parkway. (6:58 pm) Chair Keller opened the public hearing. The following two emails were read into the record. - Concerned Prairie Lake Reserve Resident - Joe Fana, Resident of Prairie Lake Reserve (The Board waited three minutes for emails and/or telephone calls.) Recording Clerk announced no further emails and/or telephone calls were received. 3 Planning & Zoning Commission May 19, 2020 Chair Keller closed the public hearing. (6:58 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Prairie Lake Planned Unit Development (PUD) Townhomes (Meritage Homes), Project No: LS- 2020-002, subject to resolution of the remaining staff comments before the City Commission meeting: Moved by Member Lomneck, Seconded by Vice -Chair Williams; motion carried unanimously with Member Mellen absent. C. Ocoee Village Center PUD - "Allure at Ocoee Village Center" Preliminary/Final Large Scale Subdivision Plan; Project No: LS-2019-007. (Advertised in the West Orange Times on Thursday, April 30, 2020, and Continued from the May 12, 2020 Meeting) (Development Services Director Rumer) Development Services Director Rumer presented a PowerPoint describing the Ocoee Village Center PUD, which is located on the north side of Clarcona Ocoee Road, east of SR 429, South of Clarcona Ocoee Road, east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The site is located within the SR 429 "Interchange Village Character Area." On February 11, 2020, this Board recommended approval of a Substantial Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit Townhomes to 232 units and the apartments portion from 316 units to 320 units. The amendment process is currently on hold and has not been approved by the City Commission, because of a new law that went into effect regarding impact fees. Once the applicant and Orange County School Board work out an agreement for Capacity Enhancement, the PUD Substantial Amendment and Preliminary/Final Site Plans for all Phases will be proposed to the City Commission. He explained each proposed project in the Ocoee Village Center as outlined below. Allure at Ocoee Village Center: Starting from the north, the Allure at Ocoee Village Center is a proposed 320-unit multi -family apartment housing development on 1,563 acres. The development will consist of four (4) apartment buildings containing 80 units with 101,000 SF total with four -stories. A 10,000 SF club house will anchor a pool and other amenities. Four (4) garage areas are provided for covered parking, and a dog park internal to the site is provided. The apartments will have a 90% mixture of one (1) and two (2) bedroom units and, 10% of the units will be three (3) bedrooms. Large landscaped buffers are being planned along SR 429 with wet retention ponds that will be landscaped. The project will access Clarcona Ocoee Road via an improved intersection promoting pedestrian access. Utilities will be extended to the site from the south. As part of a project with the Orange County Utility department, the applicant will connect reclaimed water from the west side of the 429 Expressway via jack and bore and run the lines to the eastern side of the property. Southeast Commercial at Ocoee Village Center: Just south of the Allure at Ocoee Village Center is the proposed Southeast Commercial at Ocoee Village Center, which is more specifically located on the southern side of Clarcona Ocoee Road. The applicant is proposing a three -unit commercial center on 4.71 acres. A 4,650 SF 7-Eleven gas station and a 14,000 SF strip retail building will be developed in Phase 1. A third pad for a 4,000 4 Planning & Zoning Commission May 19, 2020 SF quick -serve or fast -casual restaurant will also be provided. Access to the site will be via a right in from Clarcona Ocoee Road, a right in on a new realigned N. Lakewood Avenue, and an extension of 2nd Avenue from the east to N. Lakewood Avenue. Utilities and off -site stormwater will be provided from the south Townhome Development. Townhomes at Ocoee Village Center: Just south of the Southeast Commercial are the proposed Townhomes at Ocoee Village Center, a two-phase 232 lot Townhome Development on 34.49 acres. The development will consist of two (2) building sizes. One is a six (6) unit building with 31-foot-wide end units and 20-foot-wide interior units. The second is a four (4) unit building with 31-foot-wide end units and 20-foot-wide interior units. A private amenity center with a pool, cabana, and play ground will be provided. The project will access two (2) entrances on a realigned N. Lakewood Avenue and will also provide an extension of 5th Avenue through the subdivision to N. Lakewood Avenue. All roadways will be open to the public. Utilities will be extended to the site from the south. An offsite park is proposed and will be highlighted in the staff's presentation. Development Review Committee (DRC) Recommendation: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Allure Apartments at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public storm water, and a public park. Staff Recommendation: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Allure Apartments at Ocoee Village Center PUD. Discussion - Member Williams asked about the barrier walls. Development Services Director Rumer indicated one of the conditions of approval will be that the City is not responsible for constructing the sound walls along SR 429. He also stated this community will not be gated. Member Lomneck asked whether there is a path to go across SR 429 to the Publix. Development Services Director Rumer said there is not a path, but there is a sidewalk. He mentioned this PUD is attempting to bring in a grocery store on one of the parcels. Chair Keller asked where the dog park is going. Development Services Director Rumer indicated it is an amenity to the apartments; however, there is a public park being constructed within this PUD. Chair Keller explained he knows the City has been talking about creating a dog park for some time. Development Services Director Rumer said the City is currently working on a public dog park. 5 Planning & Zoning Commission May 19, 2020 The applicant was present for questions. Richard Wohlfarth, P.E., Applicant & Engineer, presented a PowerPoint that explained the Ocoee Village Center PUD. He said the infrastructure and roads will be built after clearing the land, which will be logged, followed by the commercial, then the 320 apartments, and lastly the 232 townhomes. He explained all of the pedestrian -friendly features within this community. He described the extensive amenity features such as a pool, cabanas, barbeques, meeting areas, a dog park, and a public park. He described the PUD as an upscale community and mentioned the apartments will have more one- and two -bedroom units, which will be a bit smaller, but upscaled and geared more towards the young, professional community. He showed renderings of the future City Park, which will be located within the PUD. Both the apartment and townhome communities will be ungated. Chair Keller asked if any Board members had any comments and/or questions regarding the apartments, commercial or townhomes. Vice -Chair Williams understands the apartments will be geared towards single professionals coming into the area; however, she asked what the target audience will be for the townhomes. Mr. Wohlfarth said they are entry-level housing as well, and expounded on the townhome community. Member Forges asked what type of construction materials will be used and whether or not North Lakewood will be widened south of the proposed roundabout. Development Services Director Rumer explained the City has no criteria on construction materials. He said the upcoming budget will list several upcoming construction projects, and Lakewood is projected to be widened in the future in order to be an arterial road like Clarke Road and Ocoee Apopka Road. Member Lomneck asked if a trip study was completed. Development Services Director Rumer explained a full traffic study was completed and reviewed by FDOT, Expressway Authority, Orange County, and the cities of Winter Garden and Apopka when the Large Scale Comprehensive Plan was previously approved. (7:42 pm) Chair Keller opened the public hearing. Vice -Chair Williams commented that this commercial being nearby the high school is a very big plus so kids can walk to work after school. Larry Anderson, 108 Anderson Place, Ocoee, called in to address the Board. He informed the Board that the Innovation Montessori school is off of N. Lakewood Avenue, which backs up when school is in session. Further, he asked if there will be adequate room for semitrailers to travel on N. Lakewood Avenue once the roundabouts are installed. Development Services Director Rumer indicated the school has purchased land along Fullers Cross Road to create another access to the school, which is currently in review. He said the roundabout will be designed to FDOT standards, which is sufficient room for semitrailers. 11 Planning & Zoning Commission May 19, 2020 (The Board waited three minutes for emails and/or telephone calls.) Recording Clerk announced no further emails and/or telephone calls were received Chair Keller closed the public hearing. (7:50 pm) Motion: Move that the Planning and Zoning Commission acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Village Center PUD "Allure at Ocoee Village Center" Preliminary/Final Large Scale Subdivision Plan; Project No: LS-2019-007: Moved by Vice -Chair Williams, Seconded by Member Lomneck; motion carried unanimously with Member Mellen absent. D. Southeast Commercial at Ocoee Village Center Planned Unit Development (PUD) Preliminary/Final Site Plan, Project No.: LS-2019-009. (Advertised in the West Orange Times on Thursday, April 30, 2020, and Continued from the May 12, 2020 Meeting) (Development Services Director Rumer) Development Services Director Rumer presented a PowerPoint explaining this proposed project, which is located on the southern side of Clarcona Ocoee Road. The applicant is proposing a three - unit commercial center on 4.71 acres. A 4,650 SF 7-Eleven gas station and a 14,000 SF strip retail building will be developed in Phase 1. A third pad for a 4,000 SF quick -serve or fast -casual restaurant will also be provided. Utilities and off -site stormwater will be provided from the south Townhome Development. Development Review Committee (DRC) Recommendation: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Southeast Retail at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public storm water, and a public park. Staff Recommendation: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD. Discussion: Member Lomneck asked what the difference is between this gas station site and the gas station site near Dunkin' Donuts. Development Services Director Rumer explained the gas station near Westyn Bay has fueling limitations of no more than six fuel pumps. This particular site will be allowed to have up to eight fueling pumps. Chair Keller asked if there were any more questions; and further, indicated all previous presentations regarding this PUD are brought forward to this Southeast Retail project. Development Services Director Rumer advised the retail, such as a grocery store, along the west side of Lakewood Avenue, will be coming back to this board and through this process in the future. 7 Planning & Zoning Commission May 19, 2020 (7:58 pm) Chair Keller opened the public hearing. (The Board waited three minutes for emails and/or telephone calls.) Recording Clerk announced no emails and/or telephone calls were received. Chair Keller closed the public hearing. (8:01 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Southeast Commercial at Ocoee Village Center Planned Unit Development (PUD) Preliminary/Final Site Plan, Project No.: LS-2019-009, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Lomneck, Seconded by Member Forges; motion carried unanimously with Member Mellen absent. E. Townhomes at Ocoee Village Center Planned Unit Development (PUD) Preliminary/Final Subdivision Plan, Project No.: LS-2019-005. (Advertised in the West Orange Times on Thursday, April 30, 2020, and Continued from the May 12, 2020 Meeting) (Development Services Director Rumer) Development Services Director Rumer presented a PowerPoint explaining this proposed project. The Ocoee Village Center PUD is located on the north side of Clarcona Ocoee Road, east of SR 429, South of Clarcona Ocoee Road, east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The Townhomes at Ocoee Village Center is a proposed two-phase 232 lot Townhome Development on 34.49 acres. The development will consist of two (2) building sizes. One is a six (6) unit building with 31-foot-wide end units and 20- foot-wide interior units. The second is a four (4) unit building with 31-foot-wide end units and 20- foot-wide interior units. A private amenity center with a pool, cabana, and playground will be provided. The project will have two (2) entrances on a realigned N. Lakewood Avenue, and will also provide an extension of 5th Avenue through the subdivision to N. Lakewood Avenue. All roadways will be open to the public. Utilities will be extended to the site from the south. Development Review Committee (DRC) Recommendation: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public stormwater, and a public park. Staff Recommendation: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for the Townhomes at Ocoee Village Center PUD. H.* Planning & Zoning Commission May 19, 2020 Discussion: Chair Keller asked if there were any more questions; and further, indicated all previous presentations regarding this PUD are brought forward to this Southeast Retail project. Development Services Director Rumer advised there will be plenty of off-street parking within this townhome community. (8:07 pm) Chair Keller opened the public hearing. (The Board waited three minutes for emails and/or telephone calls.) Recording Clerk announced no emails and/or telephone calls were received Chair Keller closed the public hearing. (8:11 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Townhomes at Ocoee Village Center Planned Unit Development (PUD) Preliminary/Final Subdivision Plan, Project No.: LS-2019-005, subject to resolution of the remaining staff comments before the City Commission meeting: Moved by Member Lomneck, Seconded by Vice -Chair Williams; motion carried unanimously with Member Mellen absent. V. MISCELLANEOUS - (8:12 pm) A. Project Status Report City Planner Rumer updated the Board with the following: • Advised there will be a June meeting next month. The Comfort Inn was continued to the June meeting date and does not have to advertised again. • Clarke Road is currently under construction. Arden Park is working diligently to finish the Clarke Road upgrade. • Currently there are a lot of interior buildouts along Highway 50 with one being the hospital and other nearby sites. • There is a small office warehouse with three leasable spaces going in across from the Top Gun Allstars of Orlando. • The City has finalized the designs for the new City Park, which will be located at Bluford Avenue and Old Winter Garden Road. • Sonny's BBQ is bringing forth a revision to their Small Scale Site Plan. B. May Calendar - No updates p7 Planning & Zoning Commission May 19, 2020 Motion: Move to adjourn the Planning and Zoning Commission meeting; Moved by Vice - Chair Williams, Seconded by Member Lomneck; motion passed unanimously with Member Mellen absent. VI. ADJOURNMENT - 8:00 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Joel Keller, Chair 10 l➢nyanq; w➢n�,Q;y Johnson (JtY...a rtnn➢rt. .„a➢➢ . 11"ohort ik"nnn k DATE: June 9, 2020 TO FROM: a Lorry Binn➢son'n, sr, D'st➢-41 I m_ Gt;nn➢gO Ofiver IH, DustHO d STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Kiel Gajadhar, Zoning Manager SUBJECT: Comfort Inn - Mainstay Suites — 11409 W. Colonial Drive Preliminary/Final Large Scale Site Plan Project No(s): LS-2020-007 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval of the Preliminary/Final Site Plan for Comfort Inn - Mainstay Suites? BACKGROUND: The subject property is located on the north side of West Colonial Dr. (SR 50), on the southeast side of Marshall Farms Rd. and is approximately 208 feet east from the intersection of both roads. The property is approximately 3.17 acres in size with an Ocoee Future Land Use designation of "Commercial". The requested "Commercial — Hotel" use is consistent with the Future Land Use element and zoning (C-2) district. The project is comprised of three parcels, two that were recently annexed and rezoned into the City of Ocoee, and then reconfigured to become the individual subject parcel now in discussion. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County /Commercial Orange County / "A-1" East Orange County /Conservation- Floodplains/Commercial Orange County / "A-1" South Orange County /Commercial Orange County / "C-3" West City of Ocoee /Commercial City of Ocoee / "C-3" DISCUSSION: The Preliminary/Final Site Plan is a joint project consisting of a six -story, 75,000 square foot, 120-room Comfort Inn and Mainstay Suites hotel, and a one-story restaurant to be developed in phase two of the project a future time. As shown on the Preliminary/Final Site Plan, the facility will have two access points, one on West Colonial Drive, and the other off Marshall Farms Rd. Consistent with City policy, the wetlands/flood zones and associated upland buffers will not be developed to the northeast and east of the property. Water, sanitary sewer, reclaimed water (when available), solid waste, and police & fire protection will all be provided by the City of Ocoee. Stormwater retention will be provided on -site and constructed by the applicant as part of the project. :�%Z II' din II: ate' � Jullo 9, 2020 I111ojo L: Cor nfort 11111111 I110all stay Suites.... 1140a W Collorl IDio I 1110011 li uurn !!ill all11: li ina Il If...all scalleSite II') Il ul 1roj a',t Nuur nllu uol p If... .. 00..00 The Applicant has requested waivers from the Land Development Code for this project. The waiver requests are for the maximum building height, front building setback, and minimum parking space requirement. The waiver to the building height is to allow a maximum of six - stories in lieu of the four -stories required by code for a Community Commercial (C-2) zoning district. This height allowance promotes a more urbanized setting and is consistent with the adjacent character area, as it provides a smooth transition to other surrounding character areas. To further support that urban feel, the applicant is proposing a 20-foot front building setback in lieu of the required 50-foot setback. This waiver request is intended for a one-story restaurant separate to the hotel building, which is to be developed at a future time. The hotel and restaurant will be of single ownership with joint use parking. Because there are different peak parking demand times between a hotel and restaurant, the applicant is requesting the 137 required parking spaces be reduced to 133 to take into consideration this single ownership joint useability. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On Thursday, May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Large Scale Site Plan was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Large Scale Site Plan, pending staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Large -Scale Site Plan for Comfort Inn — Mainstay Suites. Attachments: Location Map; FLU Map; Zoning Map; Aerial Map; Preliminary/Final Site Plan for Comfort Inn — Mainstay Suites Comfort Inn — Mainstay Suites Elevation Comfort Inn - Mainstay Suites 11409 W. Colonial Dr. Location MaD W Colonial Drive a .............. 77- f . . ............. P- . . ........ ......................................... I Comfort Inn - Mainstay Suites Surrounding Future Land Use Map OCO(?P fl.,10 Development Services Department 0 120 240 480 Feet Created: June 2020 13Subject 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) Comfort Inn - Mainstay Suites Surrounding Zoning Map ( ) 4 � 0��, w -()(>(> f I., IOn Development Services Department 0 120 240 480 Feet Created: June 2020 QSubject Property Zoning Classification: General Agricultural (A-1) ® Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) ® Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) %/ Unclassified 4 tv A 15 GENERAL NOTES: aw wz o-r. wo x< waascr wwa„� n.ancws .w o-ww�ros ncr awl suxwms ew C. a n��r zns`�uu�AE v.nws wo kl asr ro wovxur mw� fw ao¢wryw zma-�N"awn¢cmas[(.w rn (9w sr Now s as} u Y s.aar. nwnoe[o nvsxm mr�rt ens wr o�wan im uxA �rrofeo �ri.es a1 so-u�nv aewnw feu w. wx.n. w rwl .w wra car ru. xow N.� p.) msmemx xsaweraxrs w nE uresr mmx w ws eo.o r z.nxro ms:nwnwz ewo :":� �:LL e.w uz.xwe'w �art'°w x xc fe. anaxs) nxo mw smm ns n ew(ro .w wN.usxn was ro co. UTILITY CONTACT INFORMATION: GS. U�p �A i1NNRAL [.:5 gSIRiCI ryw) w-zrxr OESAR T SERER: A (.00 a �wOCOE£ u11— cRgvE s c�ryrtR�c�a+uuNianoxs wax oRnc. (.orl so --rope RxoxE. �"��eunox ELECObR ql� ENEAOv aorl exwwrs PRELIMINARY/FINAL LARGE SCALE SITE PLAN FOR: COMFORT INNIMAINSTAY SUITES CITY OF OCOEE, FLORIDA LEGAL DESCRIPTION: SURVEY NOTICE: GENERAL STATEMENT. OWNER'S CERTIFICATION. N VICINITY LOCATION MAP PERMITS REQUIRED: WAIVERS REQUESTED: CDDR 36YTION WAIVERS REQUE M I— APPROVAL DA18 48BBUR8BEFBREYBU016 xow.n.oan. - IMPERATIVE: 1-80U-432-4770 „E. w w.w.wx. ITS TNFI..1 WlN rl.ORIlJi4 _rA+NeN•1 SITE DATA: ennm°w---------------+s-zz-ze-oovo-m-we wnw.srn. xom exwoao uroxc.xs., :mmo ssw":z°r:�..xr s f>sti rvvx enwe.x.....................:zsro ze f aq csacosm mRnuKus.xa............... xrxiro xs. 15xap rvvxs r2vxeus.te.. xe..i. se (sey PARKING CALCULATIONS: ro fors e x.w.a fors pwzwwwrrl INDEX OF SHEETS: sx¢cr - w Nx>,.a w� •wsmanrts e....l .wr / worwswc ww Nroua enrt s .swurts e...l ENGINEER'S CERTIFICATION: eaN cawe '�taaswna a uw.g xo mro. o� r..m:Iao`'."o""..nx: w n.z .w'wro-o .o-o nxo g.ro no DEMOLITION/TEMPORARY OFFICE NOTES: o�-i xnnoxs cvsnnc rcucncc s""�"ovx� xn,�oxs Pxisnoi srzxrs uowmV m�crrl�n� SrvPPv. ui s,�r ci:. w m s� sr�rcvm[m M uxt rxr,usn smsn" c mosx cwcrc�c mu, cs. o iv e �w rcl��rs�tnnx xepriwnw��r icxuirs aysirn�muci�j,�u o smnc srs rzu. A-IpZONINCc� � / \ uxx xs=�w.�.aa�tiAE �o E ,9 ss saao 00 00 osz _ xnm u�: cn"mucrccux�urr "P'� c \ J —— _ —\ — —/ --_ - _ r '71 r 1 - ` �I �t � v — I E= F o o I% n �II III vice. � SEUT T� OF 1 CONSTRUCTION LOT ES. 30 1. z z tzE�,z� .. ...... TVPIC4L PAVEMENT SECTION 0- ......... . ® ®" a anroa. . aa,^ LL--L d"-, 0 ' M----1 ol IIE I Coll U wrl (011, E 61 ni —T - Lu sk fm Z4 e ol—Lys'- 10 =oz �X 'V-F­ IMPORTANTY 48 HOURS BEFORE YOUNG � 4 4711 14A -4b- FY L­ ...... . IT'S THE LA PTI RV FL OPIDA C3 so �P= — — -- --- —�- _� --- z� EX ...SIGN JOINT COA'TRACTION JOIA'T CONSTRUCTION JOINT O w'.. uwc n,.0 roa nc .No a1nsa .�. anw�ucs wc. m+ m<,s is �n Fmm a�rnm. rNo �s cwuousws, °a' CURBING DETAIL & LEGEND LEGEND: .A�o.¢n e.amw wrre �.a�z��n W r� F✓ o a ............ .Amo.¢n�, arre G.'� nccrss avwaso Aga, Nrre Iry 1 frvv cnuN cwrvrvs wau � Zo � N A i rc u F C/: Ll '\ m Cr �tsh. \ r d Asr,�ro,o.oa, >Ea s,a�<as r ao All v<vr�sur [<s .pRic e.E, \ \ R[BBDN CNRB DETAIL BARRIER CURB DETAIL moo. w�rrssiolA oi<u sucinax (uor rrc) f IC k TYPE "F" CURB &GUTTER DETAIL au) do uerm e� ti mnm a� �o TRENCH CURB DETAIL _ d?£-'^+oxic mP�a ` SIDEWALK ME &PAVENT DETAILS ress �o. .� C4 oT ,e AERIAL FIRE TRUCK IlEll— A­1 DESIGN VEHICLE I'll m —LE1 SICYACE & STRIPING NOTES: TF—_ z 6 z z HANDICAP SICK & POST SUPPORT BOLLARD DETAIL ­CLE (1111AL) 11 11 11 —111N .45FA�,6� RI;,l SZ ­ M'2 rc ­­ 11 2- ­111 _A- 11- ­ E. Z%=%A'I'� 11r7"­ lAll I IA- ­T­( .0 Coll (­AQ r4=7 M _0 ll El �25E 0: � 11 41 E.ti Z4 ol' All PARKING SPACE DETAILS H.C. SPACE MARKING SBGET C5 UTILITY CONSTRUCTION NOTES � irvsnu sromn inccrs. rva sroreu aiainw sec srome wre mrrer rw sins. rvo irv�erer mromeenon. �i� iry nu wrmvniry oaswurncu vacs ar s comnarvs are uexurrcumxs recouwsarxrs rno uornusuw.nws _ � ivsnrs v-mf mrvercrc en°rvnrs mim mrvercrc mmsnaa° mw a -wcc . rz _oeev rnrvc me rrrourvo rtrvunmr. sec oeraie � irvs sv=Woos;. rEr,�ry ruo cowow,a cownsawr cwnanm, comnm,s mm rmaw�zcwrerc arrvs rrvo crnow runs �'�,ar ro cau",roreia �a°� s.rv�rcrersere r..�ry wow a<rvrnrs �� sreo�. sa srrvrare. sws+wn crerrer.re° Fl.ry Ana au ® �(sa cent )v cnu crvnours in �iuo�r ae asv� ro .aec wrss max. 'S1DM1E "nose huuJ cwm rvim crrnxours umec srmv � uauvs ncx rvaen+secr cmx°m wua urr-snnon lscc na cy urcrer. rur_ rw+xrrnw Psessvrhs ry zc vrmnm Pwore ro owmwc �cu nEcnN° mom Fosmro�rresnna�m oxvs rwW .r sc�Mmcs owm,virvsrau�wax laws ix urxnorc ruo iusc.rs s ua=< ryvrrs ®i irvsnu auP, re.rer surrvm nrvnernon aev cry or °raa snnwrro ¢r. r� omrn rw nn srxxwrro osrric umoe. rramuc wnccurumrvevimnemrz wrartr ruwu mrn �ca sreec an°cmucc ®i irv�ec�rwa5ee wrm+sevicx ro r.omswim�uasrv+ruvo nmrvrs sreov.x Nrsr Mn.c oecmru�sersnar r¢mu nnrerxa-scouiresartn rs. �_-_r`irvsnu s vic wnrzx suvics ro rururc recznuvvrvr mwso =r eom mos. eieiPPo mrcuss`�i crs � arvxo cc^'11 v,r carvertraiiuc� o uasrm arope�uiviosuree axo ixsors ran+nc r.osc ea irv� �ury r�rtv ius ro urr srrnou rno insrnu coaras uoss as uwonrrrvni wrrtre uns ro x souiarm vnm rrwaera rePz � � e w ae vesss. _ mow�err Wore °o c. rxo me cos szs s� �rvm ® ores rn�rrnory arry vmoT ro mns &uO� ��w murnoa s�.�re�al�-„ rarvrv°warn ��°rrvw° r r a � ss °5 nrec en'E wnree srnvcc arvo 41-80 -422BEFORE 4 NG 70 1-800 432-4770 11 "S 1 Hti LAW fNYLORIlI.{ 0-" rer sc e1111i Juno comnc cmnrvmrcrw � ^arvmacax in�svrc o �^or`mLc�c« in au urvo uoae°mrt � ix irrnwr_ a rs me cavm+cress xnaysiaurc ro cwwiw�s nwc sar rrvo reounuc mrn wouory rmae ro irvsnwnonL a�scmnrn rmm ro iusrrwnory rc wusucnr wzs relax=a a.rc rno rssoa as. a.. rorvmrcare ro cmreoiw�s rorvouu rrvsncc=nory mm arm °mac" avavrrz rn �u_'r_ inL�u erniac er.avciue srrunavuo sov nsrnexsAv er. r u^rm sv rmve earmrero suresrars�mury roueoorroinreree we caronon, eav°uir 9 T CG OF 16 NOTES TO PAVINGISITE CONTRACTOR: I' ADou —E 10 OR—S H­­ ­15, =11 , 111—Im 11 ­­­ _'y PROPOSED STORM SEWER DATA CHART SRAIC WRE R.C.P. STORK —E A B ,pan �n: ff.: c 7-11 H STORM SEWER NOTES D E f-t PROPOSED SANITARY SEWER DATA MANHd.E 8- HEAVY WALL P.VC V 2 CRADINC LEGEND: SKEET Pe,torme Curve — HPDXINGHM] GRINDER Fag: 107 RP11 3450 D.SCHARGE 2'� GPl PEN—R —ROMITIC LIFT STATION VETAIL — l:YPORTANT NOTE: GENERAL LIFT STATION nur M.- -IT ALOAVMINM. Z_ M= . I PRIMARY/RISER STUB UP INSTALLATION (COMMERCIAL) FOR 3 PHASE VAULT rvor m s amp N osm[Awsr a.wus s snu�a aosa,sou�c Doss r ­4 IBM SLEEVE INSTALLATIONDETAIL smwcrvvE eosran� — ro.o. r. rmz z' �� '��wire wmr av p kwwm^ main mruvwou F ma1 F1 srrrin:v TYPE 9 CURB INLET STR.ANSITION DETAIL I Ir awe. sor sror � ea � U-TYPE ENDWALL & SPLASHPAD DETAIL e-mor. i o� Yor � 6 sm so DITCH BOTTOM INLET TYPE 'C' WITH OIL/TRASH SKIhfMER YZ 2� o ¢ususl � num mm crvwc - Hz QZ asa osr use cmc wou s w. �� � � waonr,E SOuas c io io wm� sma so.�arn s��sso __ '° �o saps s. saw e : wwwir„wsa ca,�i�wms Y4= ss,1wusows DUMPSTER PAD .AND ENCLOSURE DETAILS W r�r^ vl Q � F � o o NOS YARD INLET DETAIL Cr rvor ro scn�e Ll MLg ffsFlm s. O as�o,c a�. \�R:caPu mo masssa�.� srvcwsrRz wp� � R. s R , om oA. a .ff m m� g omo, «A osPo s ANo E sr �A of a o mE dm ROOF DRAIN DOWNSPOUT CONNECTION DETAIL - ---,0"`�moxic mass vsmnm ax .uv sE6ET C9 oT �e • • • s s DRAINAGE CALCULATIONS: PROJECT NARRATIVE: . . . . . . ? . , nmvaowc .za me rmE rio. rxc r xiiAre�m reaysh=LL MIN Z� . . � , , , -, vasrumnus me f=k mon &.s, crr•zn hsAe�wx AREA i0.P SiQPAGE *PDSi DEV p,b SiDRAGE *PDSi DEV e, SA PDSGE uvewsvouno srcarw z mvw_�rJ AEI rr+r< cr muwcicEl \. Z vcw,r z mzarzm ano rrzn. gym. wnor sass xwra rzs rhN cos oaxwrzo er ox wrr,r �r * o r. vmuec r=r, x � JI u+u*vc o _ z< $ f l "wwrzs mwecr s . . � / W IE 0 � G C as zazo � zcJ ssz sromsrvnrta s svurtc mwusx < o[m.nau c�>u V a zes x m t.F .aaarto a V� F r u"ar mwe "rn cr A�,m .... i • ���.A.�����E�a��M=�:o���rmA.rv�m�:�.„���"„mmr„r,��w �� �11E).,m,>_aN. POST -CONDITION 2 �I ,WATERSHED, 5 F p =1 , , . , , ,LIMITS, (TYP) I ((36 ACRES ^`� I46, 2�10 9F) a , w A l 1 P TION =. H OPTION �.. i #I¢ r ;WATERWATERSHED f/fo k `mwo�(32,432 S.F.) mru.r i A.96 ALr ...�A, aostn • B Yiai t � t - � � � � 1 o� Prs �PRGP o POST -CONDITION co 1 WATERSHED \. # f b (P5,560 S:F.;-fm3nL r'J l Ott I ICI _ .. 4 I rxj !Ru ) ) k \ TYPICAL SINK CHIMNEY REPAIR DETAILAT m� I SOIL TEST RESULTS: &B-OX lESi5N0LE B `05 (LRDUND EL= 2112.I(A 1ESi rIDLEzB pb (G.90UND ELF SIII.63) z.m rmm.:E mrr aAa„n a.rz."�r sago ao �" 1EBi UDLE B DI (G.90 D E _, SII3.05) z zao ro rcv n�c v�f Esc, lE ux�gEzB 08c (DROP rrexEm rvwon5 o rzrr �o lsL sul rQ m a'. „z a aw a w'' If rvnmu MOH o�ss„m ,� o P�sos�o xo srs more anY ,o a< <Gs e.Avm - �.r�rr:r��ru 1,111 „ ✓ — 1 WATERSHED @I6 PAV£DRAIN SECTION WATERSHED dir PAVED IN SECTIONco a ti � O F MUJ sox pc+n m�cwni recre n+vs nsww+�. Ma.J �sccom �ua.J sccec .uJ sxora Z \ O +ieo �yI I i+ga w �o n/wP�ryxfnu+i) A..c D.D.A. CROSS SECTION 'A' —'A' D.D.A. CROSS SECTION 'B'—'B' ...R, HEeT Cl1 oF,s MMIl EROSION CONTROL NOTES: .... ........ L . ..... F rMIZE SJIL ­lEy=­ �7/ z 6 ow..... TYPE III SILT FENCE DETAIL DANDY SACK" DETAIL .-Y C—" D—H �u, ­TC12 OF16 a�le 0 x II xmas o �u ao� oa v arc � ra a�naa ebaxs ae w _ CITY OF OCOEE _ CITY OF OCOEE _ CITY OF OCOEE lea � C Plpe and 0 g P'p Si... (MIN) t aErx:: CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE z� y rZi 2� O Hh QZ S 4 � � o vl El r�r^ vl ti 0 F ~ W � � o z � o i F O o. S 1. J, HSEr C13 of to D.I.P. ER-,—t .a M1c e _ CITY OF OCOEE _ CITY OF OCOEE _ CITY OF OCOEE va. � _ _�s Se,�eia score-em eGe ua 9cr., 9 q� I eel aE / e n. 3 ,wEa R°e_°aEa cE*a- CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE �Q hn z_ Yz 2� O fn Z 44z 4 � � o vl El r�r^ vl ti O � � U z o i � F w � � O O C� 1 IINSTUTON IA 9H6ET C14 of Le �. a� hn z� .jZ Ow �z oz 4 Q "eo 111211 El 0 � � U z o i � F O O 1 HSEr C15 of e C2IE CITY OF OCOEE rz CITY OF OCOEE 1 CITY OF OCOEE .'a E1 _ s l CITY OFOCOEE Nsra CITY OF OCOEE O -Ns Y o -T­ ebw� a�amti� � HSEr C16 of e PARCEL 3 BOUNDARY AND r i "°B TOPOGRAPHIC SURVEY DEEEN­ 10511PARS w C,x AT A Pair M �E! EA.T m (oi," :ITW `°'„SERA .E.Acam �., ,are II`A° 1%1 a" ME amA�IArT ME _r �a a &M ME .TAR Iwo axZ s]sas w) T s< ri• D` ME n i. 16B60' I ,x, x��r o 989'31 DO"W PArem a EAs! I. TEST OF MExF i 359 FEET OF ME —M s]N FEET OF ME MMW3T 3 WAD' .! r,N —M. R NONE -/ PArzm � PaN MseRON soots. LNxc AND IaTx^/xo °F IE r'�arga cuAln. R'Bara� N M M I ON ­T2 WONE .—EAST TON ax NxaRxo C DORNE1. TIN DE="IM.TOrNEa_xa ON IE M. .aM R gr r� a TO E D` or �n—, n6. �m ,—TTo 1xE Pdni a' ME xa x xnn L r x }66}FF x++se 6++xs ME ANae DE—DOO FARM. DENTA x x.xe AC NONE ON L b s x x9 PPER PAY T.o N AL / � ! R ML A AL ANDAL A r�,xP� NA x D. IAI D_ xsmuLNRTs r I— fix aF�m mExrs cF wx EAs�LIFNIS xor mx.nmTE A RE LENnRCwnax R ME ..rlxc RED Canna. + rg i� Tl Rsxacxs o0 i CF lens SUlK / ♦. �nxE BA.Emo ex 1wK SwM . OND, EE mgrnD` gAxONLxEorONE:"`W5!r/Ixn / b e a s a e„r.,a +axea Na,E m Er..ssoNEnN. r— ADNEE NONE ON r E AND PARS EarTAN. r.ha AONE. VV, n u u A W AUA xA xreEEx LocAlEu ] NO NTEmm mPRo.EHERT. A. NEER LDCATEu LeLEss .—NE. ODATEo. DEN muN:T1.1Mcwc MRLAEL `E�ISL ARPRo.E) ci —ME m1m Tr cF RSxmun�E oropxc k� k NN "LE Nr) AND r) A` IPARm nA DATED A, No II as aam . I — � o �s Am xAlarx xa Am s xor mE IAraERn a' mE nExr " ID. 4— As .noxx 2 AK cr TO A ISar .rats ffxER CASENDIT PLR DR. JEW. i CE AxE.xo.rnDEa MExx=1FAaLnEs�norxETE,RMED, roEAaLn rnnn A _.n n&ETM AN son u.ENERT PER aR. asn, Pa sa♦ AND nR flsr4 p Ll ,o. e 10, FOR TI1E EXCLU511£ USE AND BENEFli GF: x°'�r susas.w.r ne o Mwr _'q TREASURE TIRE NSLR — AI£NCYINC GRAPHIC SCALE ® ElDartr naxu TIRE xsuRAxcE caNPAxr m IIw, J 886 AIAEMCAN WAY LLC jxf J T RALPN C. Jp1N80N AND ELIZADETII A. JDHN80N a o ra s u ,x o r e = ma I lx - ED ��. w r „o n x „ �auu° I � � _ r Ixxx -son -i- x ere -- 5893 00"w ] 000' rx uae+x ca TIRE saiwu s amere,L- � poi ie+n ww:.mven we m wx onavoc uremw w, °.. orwo- umm nms ® �•.• +h war em N;o ,c eLxawv n rwn. rsvo _ _ Amur, reaw cm n..vwu M1e -+nr- wx rrm wv +rexrnre rnr� _ DQ I E uIxE soumsr r/♦ ff.Ecnox — — sau oo^E lne STATE ROAD vA ION N Pu cxr tP x N0. 50 W. COLONIAL DRIVE _ =ta ;gy� or .Etna iA m r�sxlP fi salailmn,AN OE IAA 5T Ru E oM Ix [ W Ar (ArPIIALT Rwo) d .emwarmvuxw P "^"` BOUNDARY AND TOPOGRAPHIC SURVEY GRAPHIC SCALE �mn'�Irt 0 0 � � o 2 z og PLANT 91-HEOU E lien"ea ty = ndea a ym my rx. Evy"�m'y:n:.m a.p.a n m mnr. e'n mxnm. min.. dm:.,x, YaY aly we sm uyd-w-xiu pP m xyymxe drvam ie m romm mm ywrr mice wi is wm`e'.`.nz,lo ,z m}6 p°p mn maw :•arngay. rbrmw y en a mnipu. s m ^� a met r.iy c"mroi en:roxlmmn wpow eo r ec e . 1Omar.�x:`n:�nxn: s 3va osx m sr w': A,= wy dig . xdxn 9F a mn Lspy. rvrmh y stminzb regm xn go.�ne ob romve mzumoz i� cc is ay.m ,, s°r °w uw, mdme ge.nn crn " rxryn ryain, iunwr 4,Fr: pme ro Pbm Premy I� ugcrdrmm ma" - ::.nf�im`' k mwv r "exroMe' ro-ri tnx, mN ox n vanoen �y s� �: d gmnm"xon xdxn \ ie:: taro ,to:ama x-avx Nm"'maiym xz ,nna \ t� Iao emymeup,n aavm em. roii� rbrm rremyl \ %Yp:ema ie m I ro sa Al- rot \ \ x yo cp.m. a e x> iyand g mam"�i:o't ,nnv 11 lse m . b w. xm: any"mew an rbrm.r i>ro sn ro"�."sy"; ma'Pony"`r.:, ,em m.a-b..p; N>:: oiy m"`°4i ,ice'•, F":rm yr y I I nyynii � sa I vx. .a"mmbm"`P` e e amn v: i z `."`�mt't'y�"`a i,.: m n,p,cmnn I I cry i um od. ins inn rr a�m.S. P. Mm rotmd go:M P.m my Nzxn I amws vngnbn 3 - s-va aex mx fin rmm m min win P.o�ir� sB a smwy�ro aepPm Almromdgamtaf nni:�nb vauam o m m N min., mmmm rng:io-y sr vyt wim rox.d xdx. I I '" ss°"ma paM.ea a` -`a "`cT MH:t,°etaYP"°t,e min rar'"min I w 34y g mx. lt. b ,p i'It Y71N mmY m rlxmr no vss a >ugde" sb ehgnr g IX :Naive-gwn O1 g mmmi`m I s @G n�bn�mauront xmmi:o y.e dugs , sw w vwn�"rytinw:m aeon mwn I sco e f s°"`i:::e°"mnm iN.gd.e I f.I. rucx xmt mu. q o:.:ar szg 1ENi,[wa�,ae e re soo. ,[. Offil �s J I r o se ol LANDSCAPE AREA DIAGRAM LANDSCAPE CALCULATIONS. SRe Site AreAre a: 1Are., sf (3.1 f f Landscaped Area: 35,ft sf f.H2 ac) (25%total site area) See DI jron Below Left a Removal (ey data by Blslmm Surveying antl Mappinq In[. 0'10 provldetl by Dwb Dlnklre Erglglrreerlrg) EZIstVg trees vp to 2- IT Ezistirg trees 24', 3 Total ezlsthq trees to remove: p Ezlstlrg trees to preserve. o Replacement trees ir�cli/ded below. Lanrn[ r Proposetl shade trees: IS Proposed understory/P°Im trees: SB Total trees provided: '3 RR;ouirea Peryne[er Buffers Requilred:rso, 2 400 LF Req2 shade trees, 3 underst t trees per 100 If (H shade trees, 12 uMerstorye[rees requiretl for entire bNfer) Lonlhvpi5, 3'scre : hetlg F^ovltletl: B __ trees, 12 untleretary trees, cortIr-,s 3' screening hetlge (Incli/des 5 DRA trees) West 2 r rf 423 LF Required: shade trees, understory trees per IOo If (H 5hatle trees, 1 12 u q hede ryre te5 regalretl for eMlre bNfer) Gonl 3' xree R^ovltletl: 3 shad, tle ttl,rees, IS in,deretort'tary trees, [oMMuoig 3' screenlrg hetlge (3 aacntronai made trees pranaea aroma c ana 3 aacntionai "naerztory trees provided in Duller, due to site constraints from proposed iignt locations ana uti ft—d Veh'ele the Area Reo�,em.Ms Total poi," spaces. I. Reg Iretl: I tree per 4 parking Spaces (2, trees regv ea for poking Dees) Rro iced: 2q trees fa coin inatlon of shade trees ttkl uneerstory trees have been proposed , poking ieloncb to avoitl conflicts with site Ilgrcingl Bhru antl 5roimdcover provided , 5 % of park'rg lot laascope areas NatNe Reo�MemeMs Trees aJ'v des 6rmses, 0�0 6rouMcover Proposed: 2f-1 NatNe. I or. Native / lr'da 03%) I I � .exls I I I I I I I f I I I I I f LONIRALTORS: Y'y`e"�d`e SCALE. 1"=30' nm..matm. mxp�mp�B,a.. a z D_ Z s%3 S T_J_DF1 I L-1 PS APE NOTES erYr oar atPY svPc.P�urearY rre �ovecape cdvmt awn yerowib mie» ve fdnun3 eort. P�aagmqnm�,•r � n mnm d rro wrc. mrq �t walla at t vb meb� wrym �mp��o-em d d P'> teinrgeMTer"�Wc'•ada �t9 P4rtyg.mergen DPr�µar'�'miaen�rn rapt aeea�u�ma�m d�tm"e�"a oe pvcrg m. P. �� IXem�en. m ro- pvaoq prepaam a me o-em enrg d pianrq Pna m mrcex wiermg �q d+9 re ponrvP Wr ur aP'�eye rnW ume'"�'�d "Y�i mipi'"nun"�vn'arcnrop "mr"�i.ru n. omer.y ma wrg ay apec�a royxnmru myom rro apmnvnwn m naea m w pa'a r.�a a � ng oy mvrmrmi mn o-emgn. a awr ay mmman.ntn ume mecr �ro roann ma a �"o•i'wm on gpiemw co�ec�ma rmyndw mmamvg rro uat �+wrur o- mt vay nv xyuwm n rro ae muvm�L�1e"r �rynm d rro core a ro nrea. reino�im" � ma r�!� oy �no9ed u nq m'"romisr. o _� ��ix rvgdion ietaium n order to mnbt"ve proper coverage, rvw 3 a )«mane d pion "an".%u�an ropad nr axgw rwroa cyemrerd �ro ianecapag-Pa�n.,ayw � gnmc'm y eyum- ro rc'n�we � meg o farmeme w pan iocm rec� p H. Poi � mnwvmr.n ou rwntoi eigm mo.�er .a�nme a� w�accdrvg io r aw ma M+tn of s meRon�"md ^f»caemave�wy ror"�t uri mee�rot a awl" io reYciion on re�ixemimv"ii nY 'o'�mtm"racta a'mt l �.T r�lfw.Pa PtwsnU drtWatixe Pwkts, Por ram y�'xo-mcoPe •ap,.ddeme, eaa edge, ev. mni��wm^� •. i rrm n:.ms. x.m OFFSET DETAIL 2 Uo tan gam " mmrei`d rm'm� r.ao man eaY. SHRUB INSTALLATION DETAIL ^ti�mro'ud�um 11 ymrce row as ewny ran _gpy u MY.p la protactnnT� nv..iaai ergotm roaaa dnn m rom roa�i� Mgam rymeetiea m�ea b'a'eee wn ee'"ie�m n Peen gmn —N xa fmn e — mt P—o -, mtu rrami � � �� .rgatm roaa�eme m yPa. Y� Paw a ha� uo-m xaeee, raven ox�e.,m da.d.�.mymtm sx vm s-, oeone ayni pwnq gam Pnm gam n vmaogmi eepecY �iY amamtea otxm mi raw roxmn INSTALIL LATION DETA ,4rvem,,ceestens rwws wIoc ca.r.aen,csswro so a..t. j rµmc�armxmmxie. v+ xagpoq < Ln uaan poyeur PLAN VIEW erg, lutb mnwee.ru imdowai temdnr) � i( �/�,, =_-'^� LU au �'w.etlr io vs.,tmm"enrmmliimmron era w) Eay dl pbmtg pa Q � o�tro �mr eu wr axon �•. NPn,w Z 1�•1.1• f%i:e �Q 6 •4t � c�ra,m t �l eron m iem mi mr... swan � raan�,m wippan, cmn data. sr awn a4-'PP— gm. � dengn o"ueO1ro'ima raamn m'ma n�nem uru. ersrtz wgn ime rtm yr ew d ur z�, aiPpan m.c3y ra u,. macr e III L-2 I>lY�erdmmda, I� \ I \ I \ I � I I \\ II I I I I I I I e�H�� � u �xaaw�q w nunroi� gea®r rc� �ouvewa�e r�oirMnnS "q w' aeenignrg a �mo-r eumeee� � rMu rgiu �. � �Qea ammwmoae ro xb pm aui Aroma o emwe mb4an> igt bvab ae Keay w m. a wm .a a. avwy twee art o-wmaonmpur r�nn.eTiect�ee awr�etw xb mwiamm i b mmxe r gam. aw mPt+�9 P^Wm oaa rm uµ..n�im a e9wo-K.va.nrg wraimm m sarnm.w..x..can m q ew. �. Y^H uun m wraiw b mcamm ad xe��wy i�urcgi � ewii m ueerryavn =LlAREA EXPANDED VIEW LIGHTING LEGEND N: FW� ebrfbrfw :eautar.ec .-ere �e wsTrtart a4 nano, ascK. •nreaeo, rerun raiurixs rennTs ns iwrnl®euunp�rrc smtsx.eie �g�rebM z Z a Q Q a W ~ sTewTus 2 nay mra H O F J J CL � onre oz-zo-zo wa er uKn. ersrre SIffET-OF- 51A,LE: r=ao' FL -I VALVE 51-HEMLE IRRI6ATION SCHEDULE d due nv. NUMBER MODEL SIZE TYPE GPM L MnN Farr RFRm-IODF P esl sPt+s IRRIGATION SPECIFICATIONS IT tzr I" Snrl,b Dnp II.O OT ,.,m Mp corner Aa) 4o G 2 Hooter I" Shrub Drip 12.0 © Hunter FROS16-11 uHh H—Il 21 e-90 40 M 1. rrrgaat a �r 3 NVnter I Tree Rotary 31 O 4 NVnter I" Tuff Bubbler 10.5 Hunter DR15-16-11 with T-11 1-211 40 14 °li °� ° q lamt� a"a gar °yye 5 NVnter I" sn,x,b orp 21 D p Hnnter DR15-16-11 wHh Ma2000 1-210 40 lq p s to e+v eras na n � ne cork- � b Hunter I" Shrub Drip I8.0 2. ar"g ° "I Hunts I" Trze Bubbler 10 5 ® Two Hunter -B-50 I- 30 2x.50 3 dyihp Architect, mewaingycd t sheets lar p r�pheyetm ma ai gap Val b Hunter I" Shrub Drip Ig.O N Two I-- PCB-25 -0 30 2x.35 3 a1� a5casteren hotel? vn" Uta g NVnter Shrub Drip 12.0 10 Hunter I" Shrub Drip 1-1.0 3. pirlga! on rnmpanents wall de rnstalled Tn accdra nlceu�4ith the maiu acturer5 a � � pac111mtw.s I 11 NVnter I" Turf Rotary 4.3 srMt'<TL MRNUFAGTU -12 Hh0 1111. t ON < I 12 NVnter I" Trze Bubbler 23.0 Hunter PROS I2 w�tn 6PN lrr�gation Products SeFN inauaea os wore tiequrea.6 or all permits�lnspectlaro ana �mvact Zees a a ewu de I \ � � HO Ltee r�to-lo 12 wlpwa ed 5. me wntroller shall re as statea iNsl�e ?gat an Legena. 11 be emlp[ ne wltM1eBue'It-I k ring L caEpe h.AII�e system shall de �1a.� 1h01� polyp ny1 Thlaaae p�oe xa"tarmn to the IRRIGATION 5LEE /IN6 e oeana12,0 o.c`.�"Delp ��t la e �gagnlar w�eh srneame 0, Ht—.°lremen s. ve - p q vee we en I I FrFNn pattern- lnsta`l l-pllna`o� bau, saes of plant materlaL ,. lNyoe lrnge vonye, eee. e1le.-1delweenm v else I __ srMeoL MANUFAc,uREa,MoeEL�ExRr>r ON Rp�==�p"��e�aaea�t cop e,asr�anmeaslaet lweae,=a�mHaea I 4 SLEEIE aLr vaMe (2 2" SLEEVE I �erprior to earn group o © - (2) 2" SLEEVE m d 1 rr�yaed Leye,a I I Hooter Icz 1n a Hombo vaMe DA, -_ me1ek�-iype va vea I © _ (3) 2" SLEEVE Hunter vc-l3oo-vL 13 stat�dn controller "tr.' h�` ��1-°"1 © dla Meatner near e me(e a ea oIN a o 11- lh '1 wr mnta , IT 1sten mr I —I bi—1 All wire p e� e all be,mna � � 2260 50 FEET (21%) HIGH WATER USE IRRIGATION � Wilkins 9"15xL 1-1¢ BackHow Preventer w�lh 31-Fear wire cannectare I 5,300 50.. FEET (Tg%) LOW WATER USE IRRIGATION Water Meter I" (by others) 12 pvg e 1 rlgat n Lateral Lne. We class lbo os p s ute�cTrencnes shall be na v �� to allow no Sapin gc er shall de — — — — rlgat n Mainnne_ WG H2" Glass 200 11 r in—llea- I I rigat n Sleeve- Fvc xneaule 40 (cry o F ) < Dint n psi i e"mdiaowre�s"sva 1 cat ens. .5 a de "sin ea in a" c""mwrtea I I zD!£ la TO HAVE LATERALS INSTALLED TREE SPRAYS SHOYJI WITHIN A Z s a podgia nm ng of thro system eha o mascot "r- the Lana p rch sect. the os \ ZONES 0- Alm F VE BL ARONJD POID. 1N5PEGT ON OF PLUMB N6 AND FF GAT ON 5 BT GALL N6 40"1 905 3 59. W TER a natea w th eta e A pEVELOPER / GONTRAGTOR SHALL Goon E w TH uT L T E5 DEPARTMENT FOR s a be yraper y a r ALL LATERALS TO EE SIZED SO TIE M N m rector sna be resva seta? lar vrovar I do \mom I —ITT DOES NOT EXLEED FIVE PEET dperat do g - g g g g - see or non e e tc PER SECOND TN—L.LBBI,ERS The Lan¢zc nsve that the system conldrms v - - ynent td the I r FOR LLAR TY N5 TO NEAREF ..... _ 11 A n� sn be., spa a ape n f— ear e eq an aper�. ae lest pr ar to i IY ' _ d�e enches 6 TH e aLFeT N�Lda N6 eaTH Hae LIIEaNTAL ANo vFFT IT xONeTeWT aN eHALLNIII NLppp IF TA 616 -HA 11101-1 1-116TAp ApptAN��Ae REce R� eT eHApTER ,� eF THE � n eF aeEEs �eE OF eRe NANeEe ERE NCHEs eET.-1— eve on Eau —HT ANo ZONE T TO HAVE LATERALS T p vAVEncNT eE A rv1 N nun oe Faurz la) TO ALL TREE SPRAYS SHOWNWITHINED I I[ /y ZONES b, T Alm THREE EL TREES ARLUm so warranty. the contractor she warrant the nsta at on wdrenanshp to POND. ALL LATERALS TO EE 52ED 50 y�r lram mte o, romp eyes a"a omeptonc THE V 1 11 —NOT �EDRFNE lertner sea to the lel meet ale manufacturers wa "T� _ warranty ana operas ono nrormat on to the owner Re ARItt INSTALL NEM TO ate„_ p ae �h�nmes any., ame as a a t m,a"�� a v ran mr NEAREST TREE. � o REFER TO SEPARATE SPECIFICATION DOCUMENT THAT MUST ACCOMPANY THIS SET OF PLANS " a /' O n 3 .. • Q r FUIIRE PHASE IRRIGATION NOTE5—TO Tre oETAL—oaalw D+ La Tna regal �o-arl ,na ga„ara e eru,e ma .a awrg wa« I fir. 1 \ �I A Aeeq�a�ent.,role.-a,. a"a a"ar �a vra, aea mnv eta r�ana m q \® / .0 - avers "v=r�"q rrgata„ytem �" •. N . Q F z peeler�acerpecicnta�nnall�re4�rement,ellh� er�epa ,- neI arl�a wal�, s�pp y p-,la,maz� p, o, to ramme"rrq ",ta al a" - e Por�m� ape,al � w,e a� e �e�aa tar ea m�"l — !` n �a m pin, a aw,a a"arrapry E Aa,�s�m a, ,e era a" a, neaas ,a m"m=e a.e„n,aw � to �.ame"� a, s„�rt�,e, a"a \ ,. laPra� ra�aaa pal �lera _ q,amm"q a"a am "q r�l,o rn„ a w�x a ,spa, e ,o sr a a a"a co ,o e, he OF L�a,raArrhlml '� �� - e sv�ua auwa owve.S Navva a„m mmevLv yam"l�w�Tmlas I �`, ,./ I`. d/e �e A /e =q' paZ a al ae a t p are Aral vq amerednea oral are a a , naTvonnms an y q td the ma aa nn rna� en � a" al a waste" pva,.�lee -a, Tanrarla- �,a r,° resva"zoe la, / N I re aea span ry a"FI e mreq�anaer wna, wvv a err al lro s stem t a y., a"a , ,.h a are e p al e FI aocvnctle a ., 9 <dmpelem WveNson a the ware al n \ '' $`. " _ F cvara,� a ar eve prav=r ra"e-aqa, "r �apy aa)swa"ts al p .. / � - n�a e amer om stomp ele oravgl ` —_ — - a ^' y Q) K whoa tt o the p ens ma 'i4 �J' \ TOIE L TO HAVE LATERA 5 NS n. Fa aam"s✓ai Ve ale lark" ca ?cols of lne as ao:emenis O ALL TREE a AYS SHOYVN WITHIN vet c requre T awry 20NES 3. ALL LATERALS TO EE SIZED 3. n chae vape e reeponeoe lw nerrrg that the yore meets a requremenle et w also mq DOES NOT E r SO THE VELLCItt DA1E �_Z�,p my =n e th '' t'o� Aey war that mss "a s ssbsea to reyd oe �.a rep asamml Lv � � FIVE FEET PER SELOIID. TREE xRS mntractsr t sawn mst penO um-1—Trve aFEc�cATas SHOWNFOR LLARITY NSTALL NExT TO JCBW. OLS FTTI£AREST TREE. s pYS M0. CKfi15 LONTRALT025� � pYI BY LV GKD. BY SH5 a uv awuauwn rwrlPgvl a plm pl^' u SHEET J—OF� SCALE. IH=30' 48 HOLM EEFOFIE YOU AG Gra4ord Irrigation Design, Inc. CALL 3UN3HINE 1-800-432-4770 BRIG TION DESIGN AND CONSULTATION SERVICES I �— /P57/.ELAWAVRQ14 Edgewater, Florida EI'IGIL. CID9lttlanticnet Tel: (3e6)-424-0021 ­­XoolpZ­ Tlll� ­5 ­11T11T II 11­11TIll -01P11- ­5T To ­­ _1 _1 IT. lo`lFlLl,"ol`1,ll, Ll­ `T­ � `�=o MIT 1 �= 11 -E (b V-2 V-5 L­ T'll I 1.11�11_ —IT"LL, _ , ELE.,­, , III Tll J -110 T_ _E 1.1 TI 1 T-IL ­1 BALLEET VALVE "1 1,11 ­1 IT 71, ITI ­ IT 111— TEE, T-1 1111- CONTROLIER JDTMhe IRRIGATION DETAIL VALVE BOX LAYOUT - PLAN VIEW T, _LtNL7E I TI ­TIoLM IN­ T- ­1 B­ =11=­E N' "I ' L" E T PLII JI L Tll 1111 ­ 111 ­1 T­ �AeE I—F Eo ­ E-T "T, _=ED op 111B­ TA- OIN A -Al Al To _EET 5 LTT 'N ­A- 4,510 =� LFFUE 0140"Z F­ I— ­L EAll 111E ­ 11 1 1­­ ­A-1 .l I—E — ­1 VRIPLIW LAYOUT - PLAN VIEW ZONE VALVE D_ Z < IR-2 Color Scheme I � Sherwin Williams - Sherwin Williams �- §t— � � _. Sw 7004 g , : SW 6919 —' otm d, Snowbound s Daisy O"UmThds U FAO\VO\�V Front Elevation (south) Sherwin Williams SW 7004 Snowbound Date )published and Media Name rLhtjm_j,A_Wri(_3_0,A0_2.Q The Wost Oran&e Time,s 3B Advertisement or Article FIRST INSERTION CriT OF UCUEE NOTICE OF PUBLIC IIL+ARING LARGE SCALE PRELIMINARY/FINAL SITE: PLAN FOR COMFORT INN - MAINSTAY SUITES CASE NUMBER: LS-2020-007 NOTICE IS TI'ERLIIY GraN, pursuant to Article IV, Section 4-3A(4) ofthe City of Ocoee Land. Development Code, that oil '1 JESD^ MAY 12, 20209 at (h,30 P.m., or as soon thereafter as practical, the OCOEE PLANNING & ZONING COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commis- lion Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/Final Site Plan for Comfort Inn — Mainstay Suites, The property is generally located to the north of SR 50, south and east of Marshall Farms Rd., and west ofMaguire Rd. The property consists ofthrue (3) parcels identified as 19- 22-28-0000-00-008,19-22-28-0000-00-007, and 19-22-28-0oo0-oo-006, and is approximately 3.17 acres in size. The Applicant is proposing to construct a sip: -story hotel, approximately 74057S.F., with 120 rooms. interested parties may appear at the public hearing and beheardwith respect An the proposed actions above.'rhe complete case tile, including a completelegal description by metes and bounds, may be inspected at the Ocoee Development Services Department/ Planning Division located at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8 a00 mm, and 5.00 p.m. Monday through Friday, except legal holidays. The Planning Yr Zoning Commission may continue the public hearings to other dates and times, as it deems necessary: Any inter- ested party shall be advised ofthe elates, times, and places of any continuation of these or continues) public hearings shall be announced during the hearings, No further notices regarding these matters will be published.. You are advised that: any person who desires to appeal any decision made at the nee hearings wall need a record ofthe proceedings and for this purpose may need to ensure that a verbatim record ofthe proceedings is made which includes the testimony and evidence upon which the appeal is based, persons with disabilities needing as- sistance to participate in any ofthese proceedings should contact the City C1evW9 47flieo ,1�8 hours in advance ofthe nneetfng at 4,07-905-3105. 2o-017fhttW April;s0, 2020 l ➢➢mE w➢➢�,Q;y Johnson ' ➢ d Y. a rt,➢ 1C➢ rt art a➢➢. 11"ohort ik"nin DATE: TO: FROM: STAFF REPORT June 9, 2020 Lorry Bniflson " . . l ust➢➢ rd i_k"'rsd fwr' i to ytn'ct J Planning & Zoning Commission (Local Planning Agency) Kiel Gajadhar, Zoning Manager SUBJECT: Ocoee Landings Substantial Amendment to the PUD Project No(s): RZ-20-04-03 ISSUE: Should the Planning & Zoning Commission (P&Z) recommend approval of a Substantial Amendment to the PUD to allow automobile repair and carwash as approved uses? BACKGROUND: Approved on October 20, 2015, the Ocoee Landings Planned Unit Development (PUD) is a mixed -use development consisting of 9.15 acres of residential and 6.89 acres of commercial. The parcel is located directly north of Silver Star Rd., east of Clarke Rd., and west of Johio Shores Rd. The commercial portion of the PUD is identified as 1842 E. Silver Star Rd. with a Property Identification Number (PIN) of 16-22-28-4532-00-140. As shown on the attached plans, the four (4) commercial lots will have access to Silver Star Road and Lake Johio Drive. DISCUSSION: The commercial portion was initially approved for C-2 (Community Commercial) uses with the exclusion of specific uses (Automobile Sales, Hotel, Motel). The applicant is requesting an amendment to the PUD/Land Use Plan to allow automobile repair and carwash in the list of permitted uses. This request is required in order to allow for a Firestone Automotive Repair to be established on Lot 1 of the commercial lots subject to the rendered designs, which are attached. Current permitted uses for C-2 zoning does not allow automobile repair and carwash, but they are allowed in General Commercial (C-3). DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 4, 2020, and reviewed the Amendment to the PUD/Land Use Plan. The DRC made a recommendation of approval for the Substantial Amendment to the Ocoee Landings PUD located at 1842 E. Silver Star Rd. STAFF RECOMMENDATION: Staff recommends the Planning and Zoning Commission recommend approval of the Substantial Amendment to the PUD/Land Use Plan to allow automotive repair on lot 1, and carwash as an approved use in the PUD/Land Use Plan. The proposed automotive repair shop on lot 1 with be a Firestone, subject to the designed renderings. Attachments: Location Map; Aerial Map; Zoning Map; PUD Land Use Plan for Ocoee Landings Commercial. Firestone Renderings Ocoee Landings PUD Substantial Amendment Location Map S uprey C WMA Ocoee Landings PUD Substantial Amendment Aerial Map I ilverStar ��� El ?NO FL' 0 50 100 200 Feet x 0 100 200 Ocoee Landings PUD Substantial Amendment Surrounding Zoning Map kowWN aCO(>P Development Services Department 400 ■ Feet Created: month year QSubject Property Zoning Classification: General Agricultural (A-1) ® Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) ® Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing IM & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) %14 Unclassified Io-NJ WIRM owl _ -:ti•: r .:. . •l - -..s:::... . ... ----------------- -- ------ f } i. - TABLE OF CONTENTS ° 1 COVER PRELIMARY/FINAL 2 GENERAL NOTES 3 CONDITIONS OF APPROVAL 4 EROSION CONTROL PLAN 5 EROSION CONTROL DETAILS 6 STORM WATER POLLUTION PREVENTION PLAN SUBDIVISION PLAN FOR 7 OVERALL SITE PLAN WATER, SEWER & REUSE SERVICE: 8 GRADING & DRAINAGE PLAN CITY OR OCOEE 9 UTILITY PLAN DEVELOPER/OWNER: 1e0A. MOMS ROAD 10 PLAN &PROFILE OCOEE, FLORIDA 34761 MIJAX SILVER STAR LLC. 05-31 1580 NW BOCA RATON BLVD., SUITE 9 PHONE'. (407) 905-3159 11 FIRE TRUCK ROUTING PLAN BOCA RATON, FL 33432 12 SIGNING & STRIPAGE PLAN ELECTRIC SERVICE: MR. CHIP BRYAN DUKE ENERGY 13 PAVING & DRAINAGE DETAILS 452 E CROWN POINTE ROAD ENGINEER: WINTER GARDEN, FLORIDA 33787 ENGINEER: OCOEE LANDINGS 407-905-3321 DAVE SCHMITT ENGINEERING, INC. GAS SERVICE: LAKE UNDERHILL ROAD, SUITE 241 ORLANDO, FL 32828 LAKE APOPKA NATURAL GAS DISTRICT 14 UTILITY DETAILS 407-207-9088 1320 WINTER GARDEN - VINELAND ROAD FAX 07-207-9089 WINTER GARDEN, FLORIDA 34778 FAX 4 MR. DAVE SCHMITT, P.E. 407-656-2734 COMMERCIAL SURVEYOR: TELEPHONE: OCOEE FLORIDA AT&T AVE ]CAN SURVEYING &MAPPING INC . 1120 S. ROGERS CIRCLE 3191 MAGUIRE BOULEVARD SUITE 200 ) BOCA RATON, FLORIDA 33487 ORLANDO, FL 32803 954-249-0558 407 KIRK LIPPI, P.S.M. CABLE: 407-426-79 9iRKU PARCEL ID #16-22-28-4532-00-140 COMCAST CABLEVISION TRAFFIC: 8130 CR 44 LEG A LEES UPS FLORIDA34788 LUKE TRANSPORTATION ENGINEERING LEGAL CESCRIPTION 352-516-3824 CONSULTANTS P.O. BOX 941556 o BRIGHTHOUSE NETWORKS 3767 ALL AMERICAN BLVD. — MAITLAND, FL 32794 ORLANDO, FLORIDA 32810 407423-8055 407-532-8509 _ , MR. J. ANTHONY LUKE P.E. LANDSCAPE ARCHITECT: BORRELLI&PARTNERS 720 VASSAR STREET ` eal ORLANDO, FL 32804 ': . - wAVERE FOR ODOEE LANDINGS PUD AS APPROVED BY THE CITY 407418-81338 rcu cooEeEcrov reEoure EuEv�s CHRIS RICE _ - LIGHTING: SGM ENGINEERING, INC. 935 LAKE BALDWIN LANE ORLANDO FL 32814 ' 407-767-5188 `- MARK A. ESCOTTOf �b --WI _ _- a Off` MIN A im PREPARED FOR: is Y, SITE LOCATION KDowwnarsbelow. S5, I'll) IEFUloAn M IJAX SILVER STAR LLC. OF 2 OEMAI OF NSIAIUE o.,�aEF.1AND1 E—FA9E DAVE SCHMITT ENGINEERING, INC. 12301 FAkKE UN SUITE A11 L ROAD ORLANDO, FL 32- 401-201-9088 FAX 401-201-9089 Cercification of Aumorization #2T4T1 REVISIONS THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS ASSET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION DATE BY DESCRIPTION DATE BY DESCRIPTION DATE'. FEBRUARY 2020 JOB NO.'. MIJ-1 SHEET'. 01 OF 14 03-2120 SAM REV PER CITY COM PEWS I GE R L OT ALL S UMPER CONNECDON) IS REOVIRED A TALL ACPVE WATER WINS AND PROPOSED NEW a. OF PE.,ONTRA.,TORromsURETrwrnu REQUIRED PERMIrsAREOBraNEDAND IN HAND BEFORE A THE —TRACT ALL OBSERvnnONA.,nviTIEs PROVIDE PE.,Irvae HOUR ADVANCE FOR THE FOLLOWING CONSTRUCTION FIRE.,O �z FIFTH EDITION. FIRE ORDAN.,E wiP.,lry OF xOEE.,HAPTER Ta FIRE PREVENnON.,ODEAND NF LAU BEGINNIN., .,ONST=TS1ON. a. SANITARY SEWER VIDEO INSPECTION. SEWER I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES D FOR SIGNING SAID INSPOICOs o. CONNECTIONS TO ExBnNG SYSTEMS m 31. PE FOLLOWING UnLITYPROVBERIS LISTED FOR THE CONVENIENCE TO THECONTRACTOR. 17 BE PROPOSEDC NSTROCPON SHALL BE RELOCATED BY THE RESPECDVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATE e. INLET TOP POU 1 INFORCING STEEL CHECK)OC 31761WITH THE U I TIES INCIDENTAL TO PE.,ONTRA.,rAND NO ExrLOURA.,OMPENsnnA INON wIU AN Y BEALLOwED. NVEwEN.,EBV THE VARIOUS UnunEs SHALL BE r. wnrERSFOR.,EMaN PRESSURE TESTS IoT)sosarss OCOEE FLORIDA 6 g. BACTERIOLOGICAL SAMPLING 32 ALL GRAVITYSEWER LINES SHALL BEA MINIMUM OF 2 FROM THECORBATALL LOCATIONS OM GAL REPR PCED DETER. INED FA THEBE INFORMA ONANDA I BASE OBSERVATION & SOUNDING NO RES=E PATY FOR IRTACCURACY SNOOLD A DISCREPANCYARIS THESE PLA CANDAZA FIE TONS WHICH 33 CITY OFOCOEENTILITIESEMEP ENCY WASTEWATER SPILL AND WATER WIN BREAK PROCEDURES IS WOULD EXECUTO OF THESE PLANS THE CONTRACTOR WILL HALTALL ONST LTTIGN ALD)CONIDIFY THE ASPHALTIACEMENT ENGINEERIMMEDIATELY. FREE InwL msPE.,nON A TELEPHONE NOTIFICATION A= FOR _O_[LNAUN- HIS WORK IT PR TRESS ENER T�PSS RE PR RE _ONSTROCPON PHASING ELIMINATE k FINAL INSPEIION A'N T'07 _3 CONFLICTS IN THE WORK AND AVOID UNNECESSARY DELAYS A TH CONTRACTOR SHALL KEEP FAIL Y AS BOIL FORAGONGS AND MAKE THEM READILY ACCESSIBLE A REPAIRIMMEDATEIY e.NTR� TOR HA O EENGNEERA PRO3ECTCONSTRCPON SCHEDUIGRPHANDS RE A PER N UP ON PA IN .J�O ER YBAS A No F MADE IN A AXANNER AS DETERMINED BY THE ELIMINATE CONFLICTS AND A COLD UNNECESSARY DELAYS INSPECTOR CITY OF OCOEE MAY PER=Y D THE REPAIRS AND THE s. E LINES, GRADES, GRADING SECTIONS, CRCs TERwLREQUIREM ATS, AND TESnNG REQUIREMENrs TrwHE NSEPECIFIED INPECONTRACT, PLANS OR TESTREPORrs TOTHE ENGINEER PRIOR TO BE.,INNIN., SUP ON PENExrITEM OFw s.Ia,RADE PRIOR To.,URBST „IrvOF xOEEUnunEs.,ENERALTELEPHONE NUMBERS SPECIFICATIONS O REQUIRE THE CONTRACTOR TO UNCOVER. RETES TAND OR PERFORM ANY ACTION CONSTRUCTION INSPECTION SECTION aaT sas3100 XTILO NECES Ry TH THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND IS ND='SA EN.,EOF PE rRAVEUN., PUBu.,. UNDER Au.,IR.,UMSTAN m2s SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3. o1. os OF THE ENGINEERING EN.,mEERIN., DEPr aoT sos a�oax�scw SAFET BETHEMOS FGHORTANT NSIDERAUGN ii PRIOR To _""`ENC N�=,THE C NORACTOR SHALL FURNISH ERECTAND MAINTAIN ALL BARRICADES WARNING SIGNS AND MARIENGS E ADVANCE NOTIFICATION OF PENDING CONNECTION FOR S .,Es wH DENT INALLWAYORAS SORrc.,A.ISES OBsrR.I.,rIONs TO THE NORMAL rRAFFz,OR.,ONsrir.ITEs wANv wnvAlwuRD rO THE S WATER ..00RDInwTE wlrwrHRO.I.,H.,IrvsINSPE.,rOR PUBLIC 27 IE-LLOWINGIILII-OVIDERISLIS��R�EC�V�f�CETO�ECON�CTOR F OPERATION OF CITY OF OCOEE VALVES 12 A HALL.,OMPLv BE ONLY BYAGITY OF QCQEE UTILITIES E WORK PE CIAL PERMITWILL NOTRELIEVE rHECONTRACroR OF unewry aOR THE DAMAGEWHICH awvREsuLr FROM THEMOVINO wnrER.INSPEwaaAAL vIARVESBEINO wsrALLEDAREro REMaNCLOSED DuC17 OF awO OF MATERAL AND EQUIPMENT. nEs .,ONsrRU.,nON. 3 3L'CANDPRIVATEPROPERTYTHE CONTRABER SIDE F�R ALLdRJIDA FOR THE ms.,ONDU.,rm Io)eos3r,ss lCAaaTe1 OPERAnONOF.,Iry OF OCOEE PUMP STATIONS TION OPERAnONS AND SHUr DOWN CONTROLS WITH YOFAN THE EXEC OAK AN EGLECT OR ws aANNER OR METHOD OFExE. IN., THEW ATANYnMEDUETO DEFESULTE.,nvEWIA ORrc OR aw TERwLs 2a WATER AND UTILITY CROSSINGS AN.,1, OFC UnL ESINSPECT I sosar oI I, RE TUTILITY SEPARATION VERn.AL.LEARAN.E 31 PRESSURE PIPE LENG UPS DO NOT INCLUDE BENDS AIR RELEASE VAL VES OR FIRE HYDRANTASSEMBLIES POPDR WILLRE =NERA LO SOPSIB'OFHE 35. EACH LOrwiu BE LIMITED TOAdaAxlda.Ida OFaaaa sQ.Fr.OFBUILDING GROPER IMPERVIOUS SURFACE AREAS A R MAINSCROSSA GRAVITY SANITARVSEWERLVE MSEWER MAIN, AVERTICAL SEPARATION IGUTSBE To OUTS.,QNTRA.,TQR TO INSURE THAT SJFFI.,IENT SAILS iESTIN� HAS BEEN PERPJRMED PRIORTQ.,QNSTRJ.,TIQN ICE) OFATLEAsr SIX INCHES, AND PREFERABLYTWELVEINCHES, ABOVE OR ATLFAsr TWELVE INCHES BELOW MUST BE 15 ENGINEER'SREPORT FOR PIS PROJECT MAINTAINED. WHEREVERPOSSI EwATERMAwsHALLBELAIDABOVETHEOTHER PIPE. FROMDAVE= TTEN._NEERONG N,. AND MEET PE.,EOT=NI.,ALENGNEERR REQuwEMENrs FOR SOIL PREPAUN NONPE SITE. B GIERE OUTSIDE, O)ATLEAST R MANS zOiNCHES MUST BE MAINTAINED WHEREVER POSSIBLNE WIN OR RECLAIMED WATERE THE WATER MAIN SHALL BE LAATION U0111DE TO D ABOVE THE �EEONT�EHNICAL ENGINEER TO ASSURE IV, T THE SPECIFIED COMPACTION IS MAINTAINED AND THATALL DELETERIOUS MATERIALS HA VE C ONEFULL LPE N G PC 0 F WATER MAJIO PITPSE SHALL BET 'ENTEREED ON THEOTHER PIPEUNESO THATTHE WATER WIN JOINTS SELL BE E MOVED AS FAR AS COSIBLE FROM THE IN OF THE 0 PER LYP 17 COMPACTIETRENCHES WI�INR�DWAYST098%��EM�IFIEDPR�TORDENSITY GOTHINOTHERAREASTO95% UTILITY SEPARATION HORIZONTAL SEPARATION III INOTHERAREASrICREQUIRE FILL MA TERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, ED ERA=NPLEA_R To TH L A " 0 1 L=N LL, OR ED =T'TENF�EHTPPT4`EGTB=INED THE MINIMUM SEPARATION DISTANCE BETWEEN WATER AMINS AND 'RA V" DE) OF AT LEASrsIx FEET, AND =PBE, �GCARIFIEDPV �ERIRE�UGN AIPPROSSMATEL Y PARALLEL TO THE BASS OF FILL THE GOOTECHNICAL ENGINEER SHALL APPROVE THE SAPNITAR.Y S SHALELSBERTHREE FEETVIEPE THEBOTTOMOF THE WATER WIN N HE ;B E THE ERE PART III OF CHAP ER IS ALL PAVEMENT MARKSVGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARD INDEL 62 .,.AMSM.IMOF a FEET HORrzONTALSEPARAn I As.IRED OU rsBE OO.IrS, MUST BE MalvrnmED 20 ROA�JFWJA AND DRAINAGE DESIGN HER CORRENTOTY OF OCOEEAND FLORIDA DEWRTVENTOF TRANSPORTATION STANDARDS AND F NO WATRER AMOPSHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OFA SANITARY MANHOLE OR STORM SEWER SHE ATIONS INLET PHANH LE 21 �EC TRVCTOR SHALL SOBIRTA WINTEPANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TO G FITROEHYDRAN ULNDER =DRAN PAI BE CPA ETD A THEDRA SARE EA REEFEE FA EA F E A ZT AIRD7 N E -CEPTER BY THE OWNER ALL DISRUPTER AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION IT THE WATER WIN PIPE SHALL BE LAID SUCH IV, T THE JOPITS ARE S TAGGERED AS FAR AS POSSIBLE FROM THE JOINTS OF THE OPERPIPE 23 SREQNIREDTOCALLSONSHINENTILITYLOCATESAT8!1 MINSHIMO-DAYSTOAMAXPOMOF5DAYS PRIORTOANY 29 ALL FIRE HYDRANTS SHALL BE POSTPONED NO MORE THAN S FEETFROM THE CURB UHVt SGHIVIII GENERAL NOTES LI��t. rtdnDr `B ENGINEERING, INC. °R1 Aa A MBF PRaecrNo Mlli 12301 LAKSUITE 24 HILL ROAD OCOEE LANDINGS COMMERCIAL DRAWN Bv. sAM CHECKED BV. DMS ORLANDO FL32820 SCALE. NONE C.Ilif ti., f Fnx4ot-2o#-eoee OCOEE, FLORIDA Certification of Authorization H2]4]1 03232o SAMI aFv PER ciTV COMMENTS I SHEET. 020E 14 UHNE RING, CONDITIONS OF APPROVAL � ENGINEERING, INC. °R1 4a , MaE PROJECT NO: MI.}i 12301 LAKE J DER41 ILL ROAD OCOEE LANDINGS COMMERCIAL oREc Eo ev o s ORIAND0 FL 32828 SHAFT nOnF aoazoTaoee AFAX407 oaeoee OCOEE, FLORIDA a ................ .�. ,.r. BE LEGEND usv s SINGLE ROWSILTFENCE — — DUSTABATEMEM1TFEn..E wruus� DOUBLE ROWSILT FENGE — r DUSTABATEMENTFENCE .os. ns xrEs EXISTING SPOTELEATION —STING TREE S- & TYPE SL U vswsIX��nmExEsn r+ews RIG —OF ANY TOBE VACATED L l0� OILS LINE saLs rYPe OnnoLeR Enm sanlo <O SAUILEROWSITFENIE ,T o ROWSLT�re � .,R SROUT DUST ABA TEMENT FENCE DETAIL TAVAReswaRoaaeREnesnno r ere MO —UT �11 7-1 ❑❑❑❑ El: ENTFEn.� DETALTRS—ET) eD� J�W7 a OveRR —IMERL neS TYPICAL SINGLE ROW SILT FENCE DETAIL TYPICAL DOUBLE SILT FENCE DETAIL ousTABATEwEnrrfnce DUSTAE—Enrrfnce SINOLE ROWS LrFEn I ISTABAT I :L __ ___- ___..__._ _:_ F—A CONSTRUCTION ENTRANCE DETAILS �" ` " ' EROSION CONTROL PLAN `I ENGINEERING, INC. °R1 QB 4 MBE DRAWN Mlli _ 12301 LAKE SUITE 241 ILL ROAD DRAWN Bv. SAM ul0 IT OCOEE LANDINGS COMMERCIAL c ECKEo er oMs ORLANDO FL32828 aof-2o-aoee Fh.,—ti2o#-eoee OCOEE, FLORIDA SCALETEEL 04OF CeRification of Au[honzation H2]4]1 SHEET. 04 OF 14 STORM WATER POLLUTION PREVENTION PLAN EROSION ANC SEDIAAENTCONTROL NOTES � tM ----------- IIa J TURBIDITY BARRIERS x,..s. .�ropr,�mm ore.,. - 4-- 7171 STAKED SYNTHETIC HAY BALE �8,, .�• SYNTHETIC HAY BALE PLACEMENT NIV c�vn�rox c�cvn�mry - — ELI—N rvvcn rvvcE IN —El 1 SYNTHETIC HAY BALE BARRIERS TYPE I & STABILIZED CONSTRUCTION ENTRANCE II w.s i I I ..r EieEm=off SILT FENCE TYPE III & IV DROP INLET SEDIMENT TRAP DIVERSION DIKE ana,�wo, �ma, DATE. FEBRUARV 2020 DAVE SCHMITT REG EROSION CONTROL DETAILS PRO E TNO MII, ENGINEERING, INC. °R1 8274 MaE 12301 LAKE uIND 24HELL ROADOCOEE LANDINGS COMMERCIAL oRECKED By o s oRLAND0 FL 32828 SCALE. NONE 407 207-9o,2 Fnxaoazoaeoee OCOEE, FLORIDA o , UAVt SCHMI 3WPPP ENGINEERING, INC. FLORIDA4REG 0 4 MRE PRaecrNo Mlli 12301 Rll ° OCOEE LANDINGS COMMERCIAL DRAwN By sAM — CHECKED BV. DMS 6 DOF FL 32828 407207--9088 FAX407-2079089 OCOEE, FLORIDA scALe NONE CeRification of Adh.,—tion #27471 SHEET. 06 OF 14 5 OPAQUE WALL Q LEwQ E S,APEQ ASEM1 qz 5 5 —� �_ DSAPEQ II Ir n� ULD N� � NQ S TD Q LOT 3, LANDS,APEQ PHASE 18 EUTT AS DENTQ ,NEAT DULONGQ 33 SERCIA � Ex sr WELL IS TIE F.,URepYP/ � AQ '} STREET, -STREET I ILL BE REQUORED F Y oM1 R R AIUOT �3 BUSDAG 13 S SETET6A K Q R Ay QOF OS.,APE EASEM1eENi TYPE F.,URBAI) 6 DEVELOPMENTSTANDARDS PARCEL IDENTIFICATION NUMBER TOTALSTEAREA. 684A., 1622-2 4532 W 140 E'ETPUDMINIMUM ZONING STANDARDS FUTURE LAND USE. COMMERCIAL MA%FAR =3 MIN LOT 43,560 SF(AC) RAIN FRONT SETBACK : 25' SEE ATABLE S-1(PERMITTED USE REGULATIONS) MIN SIDE SETBACK - f0' UNDER THE CITY OF DCOEE ZONING MIN SIDE REGULATIONS. (ALL USES R SPECIAL SETBACK (CORNER): HIS EXCEPTIONS IN C-Z ZONING EXCEPT FOR A. MIN REAR SETBACK 20' TOMOTVE SALES B. HOTEL. C. MOTEL. ALL RAIN LOT WIDTH : 150' SPEC IAL EXCEPTION USES WILL REOUIRE A SPECIAL EXCEPTON SITE PLAN APPROVAL MAX BLDG COVERAGE3LG BEFORE PERM TANG MAX IMPERVIOUS : 00% QC 3 TOMOII E REPAIR AND OARWASH MAX BLCG HEIGHT - 35 !2 STORY) MIN LIVING AREA: N/A COMMERCIAL UTI LI TY PROVICERS PAT PTA 5 WATER: CITY OF OCOEE RGH AREA 30,05 BY LLLT NTO EPETNG WATER MANONREEDENTALSTEAS BERPIKE WASTEWATER : CITY OF OCOEE SDE A LLSHOW�N NHOLE NNORTHEAST OF THE STE QLOTELZEE REUSE WATER : CITY OF OCOEE LOTQ 1 Est3 0 QFn (Wu rN., REUSE WATER WAN on RESDENTAL sE Es(t, SQ FT/ EA o DOT4 011AIRES(4 SO FD NOTEAS AND SUBLEIT TO ALL APPUNABLE LA ND DEVELOPMENT _EDERE LOW BUFFERE DERS OR y 5. WITH THT THE HEFE READRIHEFDEVELOP5ETHE n TETO "URREEED _ MAC HAN'I SAFES SSLVERSTAR QSET6ACrc ,APE 6 ALLC SET —(' — _ �_ �T� _ _ T. 6ACrcQ ( . (U. W 6 ES �_ (� ANDo ROAD RDD ) STETRAN,L Q ,3 II UM NG � 6ULD NG T. DESGN p� DAGSERPIKIL Q QSET6A t 1 SERSAG(Q & NOSSHALLnOTEY..EED CL LOT 2, 10' A S.oQF HE�RQ S NDSERCIAAR A PHASE18 DQ RL O LOT 4, PHASE 18 T Q' 25 3UL M+, �QVER �EQF LANDSOAPE 3 o v D EsQ J _ EXISTING POND 1 25 TYPE F EA ED, LeDN LD NseuLDNQ IZI�2QSEu eTTSEH RBA H �i3 r 33— E _ LANDSOAPEEP SEMENT T— EWALrc ' `12'RGHTTURNLANE W50 TAPER A 235 STAIKA, TOTAL ROAD WIsL TREou RED ro LOBE' conarau Eo BEFORE DAVE SCHMITT= RE11RIPTION DATE Eff! OVERALL SITE PLAN DATE FEBRUARV 2N2N ENGINEERING, INC. °R1 48274 MBE PRaecTNo Mlli 12301 ROAD OCOEE LANDINGS COMMERCIAL ORAwN By sAM — CHECKED BV. DMS 6 DOE FL 32828 407 207 9 88 Fnx407-207-e0ee OCOEE, FLORIDA scALe r =4o CeRification of AL[honzation H27471 SHEET. U] OF 14 ,INA Elevation (Rim) Eleva[lon (ft) (IT-) ft) Hydraulic Grade Lim (In) ft) Hyd-k Grade Line BOLL) ft) D-2 130,74 125 92 129 90 129 90 D-1 130 24 126.46 129 90 129 90 D-7 12925 125.50 12R10 12810 D-6 129.25 125.55 128.36 128.36 D-9 132.35 124.92 121.46 127.461 D-8 13235 124.97 12E,I6 127.46 _ f D44 Dd2 6LF 18 RCP@033% LF 18 RCP (9P30% EOC TIR EX, STM1� SZE SLOPE, AlD MAIEWAL SLOPEEASTNA SEE AND IA DRAINAGE STRUCTURE DATA `A e_z e_a D-11 D-13 2-15 I- "PR' CURB INLET TYPE 'P)T" MANHOLE THE P6" CURB INLET TYPE "P5R" CURB INLET TYPE "C" INLET TYPE ET INLET TYPE "C" INLET STA: 3I+29.34 (-13591) STA: 34+45.96 (-1).21R) STA: N+8_ (-1358R) STA: 32+00.18 (-13.58R) STA: 31+81.90 (-29.991) STA: 34+82. 12 (-M .R) STA: 3)+00.16 (-30.001) TOP EL. - 13D24 TOP EL - 129.60 TOP EL. - 129.25 TOP EL. - 1]2]5 i0P EL. - IJ0.00 TOP ED - 121. TOP EL. - 129.00 INV EL. = 126.46 INV EL. = I- INV ED = 125.50 INV 12 = 124.92 INV EL. = 126.50 - ED = 126.50 INV EL = 12550 D1 P__8. M D-ID D-12 D-14 TIP' "P.' CURB INLET TYPE PB" CURB INLET TYPE PSL" CUR@ INLET TYPE "P)Y LIANHIXE TYPE "C' INLET TFPE "C" INLET STA: 3I+29.34 (-1359R) STA: 34+82. 02 (-1359R) STA: -..18 (-13.28R) STA: 32+49.88 (-39.891) STA: 31+81.90 (-30.01R) STA: 32+00.16 TOP EL. = 130.24 TOP ED = 129.25 TOP EL. = 132.35 TOP EL. - 129.00 TOP EL. = IJ0.00 TOP ED = I21W INV R. - 1-7 NV EL. - 125.55 INV ED - 124.92 INV IB- = 124.00 INV EL. - 126.00 MV EL. - 125.00 iiiiiiiiiij ENGINEERING, INC iDO FL32828 40]-20]407-207 9 CeRifiat- f Auhonzaton #27,47,1 EXISTING POND 1 LEGEND DESCRIPTION PROPOSED SANITARY SEWER S YS TELL WATER S YS TELL CONTHIR ROVED IR TOP EL 1211 f001Rr2_ (121 EL t2a4 D-40 EX. TYPE P6" CURB INLET D_42 EX. TVPE "P6" CURB INLET D_44 Ex. 0_7 EX. TYPE CURB INLET TYPE TOP TO BE REPLACED W/ TOP TO BE REPLACED W/ TOP TO BE REPLACED % N: 77263 REF N. 1 MANHIXE 154185).9) TYPE P)i" MANHIXE 154I)15.0] 4917112.6] THE 417" MANHIXE E: 49I J11.24 : 15411- INV EL. = 131.OJ INV EL. - 122.03 E. 49089333 TOP EL. = 1 13 INV EL. - 130.58 E: 491146 1 = 2Z41 TOP R. INV EL. - 12).40 ': 491512.)0 INV EL. = 32 21.. INV EL. - 129.02 D_•1 D-43 D-AS TIPS P6" CURB INLET 154185). )8 TYPE PB" CURB INLET N: 154IM75 TYPE PSL" CURB INLET N. 154-0.38 E: 49090323 i0P EL. = IM..92 INV EL. - l.TD63 E. 49114566 TOP EL. = 13- INV R. = 122.42 E: 491515.91 TOP EL. = 132.32 INV ED = 129.05 FLOR HE GRADING & DRAINAGE PLAN PRNECTNO MUl2° 424 DRAWN BY SAM OCOEE LANDINGS COMMERCIAL CHECKED BP EMS OCOEE, FLORIDA SCALE 1' 40' SHEET. 080F 14 FIE UTILITYNOTES LEGEND RREIT R.A-TT �i- TE vawe vn°nTDTHE Does sroIRMS EWER sysreMEM -- y REQUIEDENTS snxrt Nr VAN—E—TERSYSTEH N INV EL.; 111.24. 09 FIRE HYDRANT UAVt SCHMI UTILITY PLAN —11 rtdnD�r `D ENGINEERING, INC. °11 1 4 1BE PRaecr No Mlli 12301 Rll ° OCOEE LANDINGS COMMERCIAL DRAwN By sAM — CHECKED BV. DMS 6 DOF FL 32828 407207--eoee FAX407-2079089 OCOEE, FLORIDA scALer=4o CeRification of Aldh.,A.tion H27471 SHEET. 09 OF 14 LEGEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM CS — ST°RMSEWERSYSTEM WATER SYSTEM .1166 FIRELY°RANT °EL ,23a9 26LF 36 RDP@056% dOLF 6"PVC „IRNLATERAL@ 040% SAM1 LATERAL 5 dOLF 6' ,6LF ,3 RDP@021% D — � _ ,> 2TLF-2d R - CP�0.16,0 T 1 TLF 24 RCP @ 013% �ve CP@o.15% 1a 16LF RIP@021% 013 014 F 2� e @� V,b O 6"P SAM1 LATERAL 13 G �6d6% R �� �6F6PA� M1 TERL�6d6% �" �j��, AV EL 12329 0 HORiz=40' 140 0 u 140 D-2 STA. 31+81.95 (13.59 R) _ STA 34+87.14 (1361'ft) "P6" D-8 TYPE: "P6" CURB INLET TYPE: CURB INLET STA, 37+0018 1358'R ( ) a A W TOP EL. 130.74 TOP EL 129 25 INV. = 12568 W(s) TYPE: "P5F" CURB INLET 135 INV. = 125.70 N S E ()( )() EXISVM'C 1#OFILE CR1DE p-5—. TOP EL. 132.35 �. INV. = 124. 92 (N)(SE) 135 3441.44(17.00'ft)E TYP'P7T" MANHLETOP �STA EL. 129.6INV. =125.78 (W)(SE)130 —..— _ _ 130 _—P�CFO 245LF - — — —. ----_. _ 3Z '.. _ 2 B"R.WM. 015RW.M 725 EsnuA1ED sr sawl�— _.. _ av _ _ _ _ _. _ 725 - _ RIAiWAiEF IA— B _ _ N VERRfA. L SEFMRAnON ',, "' VERRGL SEPARARON CP . % STA. 31+5011 (0.00R) EXISTING S-3 $ 2 TYPE: SANITARY MANHOLE TOP EL 130 66 STA. 34+43.96 (21,131) STA 36+50.11 (0 00'R) D-10 STA INV. IN = 124.09 (N) ,, TYPE: SANITARY MANHOLE ", TYPE: SANITARY MANHOLE TYPE:3 P7T" MANHOLE 115 115 ~—I = 124.09 (S) TOP EN 130.41 INV. IN = 122.77 _TOP EL. 131.38 INV. IN 12374 (E) TOP EL, 29,00 115 INC,NV. OUT = 123.99 (E). O (11 INV. IN = 122.77 (S) = INV. IN = 123.74 (W INV. 123.87 (NW)(E) INV. OUT = 122.67 (E) INC,OUT — 123,64 (N) 110 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 3B+00 Stoffon Alignment — C PROFILE UAVt SCHMI PLAN AND PROFILE ENGINEERING, INC. � SE11R11TNN DATE BY DESCRIPTION°R1 A0 A BE PRaecTNo MII, I230 RII ° OCOEE LANDINGS COMMERCIAL DRAwN By sAM —6 OFF7988DL 32828 40720-0 CHECKED BV. DMS FAX407-2079089 OCOEE, FLORIDA scALe r'=40' CeRif-tion of A[h.,A.tion #27471 SHEET. 10 OF 14 LOT 3, PHASE18 1 LOT 1, PHASE 18 LOT 2, PHASE18 511. 0" O O 86.0" 249.0" FIRE TRUCK inches Width: 96.0 'ck 80.7 Lock to Lock Time: 6.0 Steering Angle: 41.7 DAVE SCHMITTDESCRIPTION DATE BY °R1 REO MDE FIRE TRUCK ROUTING PLAN 2020 DATE FEBRUCTNO ENGINEERING, INC. 40 4 MI Mlli 12301 LANE J ROAD OCOEE LANDINGS COMMERCIAL DRAWN BY sAM — 6 DOF FL 32828 CHECK CHECKEDBY DOS 407 207 9ES8 FAX 4oT-zoT-eoee OCOEE, FLORIDA SCALE r =40 CeRification of Adh.,—t-H27471 SHEET. 11 OF 14 TV S(wrt���) � R r STOP PM RETEOTABLE ORNAI,TLP 21 rva. 0 0 0 0 'ROSSWILK(wit TEE CURB RAMP DETECTABLE WARNING vPE F .,uae, rvP. TYPICAL INTERSECTION SIGNING 8 STRIPING DETAIL TH s WDE caosS wlLKW • DETECTIOLE w1Rn no LOT3, ERFDOTnDExT„-00, PHASE18 ®•® o �,o .�rrv�a sr�rvPw • x.vE. arrvra,Or..«E,Ex —PERFDOTAREX TOO C:33 � sxusas Oxrvwx rrvra rxEsxaurv0 u24 OEurvEnrax suawxr e � � /r STREET' � ��Op e{ � ONLY R3-5R sno r. rrv0exrooros cnserr Rrvrry Or.,xw xr_xrcnveeurrorvsr R1-1 TYPICAL RIGHT -13 —13 — - STREET TERMINATION MARKER DETAIL TYPICAL STOP SIGN TURN ONLY SIGN �. PERFDOnnoex Tn Om Rnn' PER Foor noex Tn Om PER F 100E w1 DETECTIOLE W1Rn no PER Foor noex Tn amTENPORIRISTREET oL D wH rE s0 PER Foor TEENPORARYST REET Tao ,09 NOTES: 1. ALL PAVEMENT MARKINGS PLACED IN THE RIGHT-OF-WAY SHALL ,50 LF,0 BO srcP wH rE6°0 _ 00 BE THERMOPLASTIC AND WILL BE INSTALLED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS PER 13 _ INDEX 711-001. 2. FOR SIGN DETAILS, REFER TO THE "STANDARD HIGHWAY SIGNS" LOT 1 PHASE 1B LOT 2PUBLISHED B Y THE U.S. DEPTARTMENT OF TRANSPORTATION. , PHASE 1B FEDERAL HIGHWAY ADMINISTRATION LATEST EDITION THE m MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 LOT 4 PHASE 18 WITH REVISIONS 1 & 2. AND THE FDOT 2018 DESIGN STANDARD ARRO D RE IS R F DN'AL BOOKLET. A 00 o. r. ( 1 Rn n sn (R,A1) PER woT nDEx T„ Oo, sWDE caoss wlLrcWm PER FETAOLE WARn ns sroas 'ROSS 6c WBE ( - rEveaoRlRrsrREEr WALK ER' I ON A' s sns PER Foor nDEx T„ �Oo, A WALK WM BE 'TABLE WARnn., PER FDOTAEx TOO-109 PER FDOTAD T„ 00 l33 13 _ _ 0 O TE61/ T\\\\\ 50 LF A'LTE6 `300 LF 10 SKIP A'ATE6 F6 TO SKP WHTE6 DAVE SCHMITT SIGNING & STRIPING PLAN DATE EEBRUARV 2020 ENGINEERING, INC. DESCRIPTION DATE BY RESSRIP— °R1 48 4 0E PRaecTNo Mlli 12301 LANE U FORD OCOEE LANDINGS COMMERCIAL ORAwN By sAM — CHECKED BV. DMS 6 DOE FL 32828 4072oieoee Fnx407-207-e0ee OCOEE, FLORIDA scALe r =ao Certification of Authorization H2]4]i SHEET. 120E 14 F.D.O.T. DESIGN DESIGN STANDARDS INDEXES CONTRACTOR SHALL COMPLY WITH THE 2018-19 F.D. O.T. BOOKLET FOR "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" F.D.O.T INDEX 425-010 - STRUCTURE BOTTOMS TYPE J AND P F.D.O.T INDEX 425-001 -SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS F.D.O.T INDEX 425-020 - CURB INLET TOPS TYPES 1, 2, 3 & 4 F.D.O.T INDEX 425-052 - DITCH BOTTOM INLET TYPES C, D, E & H F.D.O.T INDEX 430-021 -CROSS DRAIN MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PIPE F.D.0.T. INDEX 520-001 - CURB & CURB & GUTTER F.D.O.T INDEX 522-022 - PUBLIC SIDEWALK CURB RAMPS F.D.O.T INDEX 711-001 -SPECIAL MARKING AREAS �I ENGINEERING, INC. _ 12301 LAKE UNDERHI LL ROAD SUITE 241 .n IE TYPICAL SECTION T a� L zL X VALLEY GUTTER & TRANSITION STANDARD CONCRETE SIDEWALK xorz x .- cus n Irmo v) cm.lElE ,o . M. r`Y I-sM_ TT FLOKI .EE PAVING & DRAINAGE DETAILS PRo'�CHE E'T°No '1>' 48274 OCOEE LANDINGS COMMERCIAL N BY SAM KED BV. DMSOCOEE, FLORIDA i NONE 4 z _ _ i DAVE SCHMITT DESIRIPTION DATE BY DES- PTION °R1 REO MaE UTILITY DETAILS 020 Dare FEBRUCTNO ENGINEERING, INC. 4a 4 MI 1 PRaecrNo Mlli izaoi LAKE ` SUITE 241 ILL ROAD LANDINGS COMMERCIAL sAM 7RAWNOCOEE ORLANDO ELa2828 ranee FAX aor-zor-eo71 OCOEE, FLORIDA CHECK D CHECKEDBY DOS SCALE. NONE C407 .Ilif CeRification of Au[honzation H2]4]i SHEET. 14 OF 14 SGADesign Group, ec. kOcoee,FLPRESEINTAMIN OINLA':zNO OINS OIN aRIDGESTOBE SGADesign Group, ec. kOcoee,FLPRESEINTAMIN OINLA':zNO OINS OIN aRIDGESTOBE ems. .; Elsa E IEAST o,<—, �EPa E E BES CORNICE �EIFS_, _ „ a �_� DER �R PANT PIT 2 $E3a :AE, ES R AI — — E°Ea$ M s w 115 CO. TO 11E TAN A ER Ell G C] CJ GJ CJ ` E T v .Q SEE O.AawN N0. E- O45 �..aPLATE, 1liCAT CANNAY r / EL H'.NA..... .I A DOORS .: c: 71 $ Y Y cto C' i alljNT aF9 CAP, \ " 'OR OFf%rIRE AT -_. �TB1.HCNEBR CK"E RANBER. AIIA5. �5 „- EEC.r,rE, \\� CK, ,G-0'$ Z AFOn� .L5CESOF_a ,�.. . eR EL 1.1 FT-1_: "P IE"5\��],0 P4Ee NSHE°BLACK EL.tco C'R E ..........i �.............^.....iiiiiiiii ...... �.iciiiiiiii.: Uiiiiiiiij's'iiiiii........ ..:ii ';iiii:. ..... .. ........�`;iiiiiiiiii TC_C BO. ANtN NC - FT 3YMBM Y E"I"TH- RII"xi� PA"T'°LLA 3Tv5 ,ANI °aTT. FAR PT - ODATF 9 .a 5 RElICR Eaonr Fawn E (WEST) ELEVATION �`°'""� °« OUEwHTEs ,9 tl'10 CANVAS AWNING SECTION A4 SCALE 10'=1 P' A4 SCALE 11X-1'-0" EIS ;c,n. ice. _._R vE ce5 v- aAa IT 111RI b5 Ta �; / T° IA E 1" - w G-EEsPA, IT14 . ,R - - E�P r,a r m"E b� �APOLL ­1111 IN P a,liEAT �ES° �r THIN R a R ETE , s: LACx _ Ez Z __7 atl,. A BP 1EE EGG All — TORAT a L°vC RAG. s °.. a5, 83.,. TIGRRIK (EAST) ELEVATION �A°RNP CANVAS AWNING SECTION A4 SCALE'. 1/2"=VIl' i .. o �. 0 1C1 All m •'ELEVATION .. rL is SOUTH ELEVATION A4 SCALE: i/8"=1'0" 'firestone BUILDING SIGNAGE zo SIGNAGE DETAIL A4 SCALE 114'�1'P CONSTRUCT ION DOCUMENTS WILL BE BASED ON THE LATEST RELEASE OF THE PROTOTYPICAL DOCUMENTS ATION. CONSTRUCTION DOCUMENT THE TIME OF ON LUCERNEUMENT AUTHORIZATION. PROJECTCONTACTS PHONE# AROHITEGT'OLIVIA GOOD (918)8878600 SGA DESIGN GROUP, P.C. ZONE APPROVAL (BY/DATE): VP. ives�tone �pam pUUQ @�_ Group, SGA Design Group, P.C. yea _ e Al aaozns ae�. sc CONT. NOTE: THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. SITE INFORMATION WAS OBTAINED FROM THE RM. "s T` E09 CLIENTS DOCUMENTS:. DESIGN MAY VARY. asIIS CM. cti a-.� ..mww a; .car+ �, vs9atl s9n6m Owm. ENTITY ID. XXXXXXX SITE ID: XXXXXXX PROTOTYPE: 2020 ER E. SILVER STAR ROAD EET EXTERIOR 11Er ELEVATIONS 044 LFGACY ID: XXXXXXX OCOEE, FL & DETAILS COPY OF ADVERTISEMENT Date Published and Media Name Advertisement or Article FdL1 r LNsFRTIO -. — CITY OF OCOEE SUBSTANTIALIL'A E NDuE �iT� O THE PUD/LAND USE PLAN FOR OcOEE LANDINGS PUD CASE NUMBER; 20-04-03 NOTICE IS IIEREBY GIVEN, pursuant to Article IV, Section 4µ5 B, of file City of Ocoee Land Development Code, that on TUESDAY, JUNE 9, 2020, at 6:30 p,m. or as soon thereafter as practical, the OCOUEPLANN NG &ZONING C01 - SIGN will hold aPUBLIC HEARING at the City of Ocoee Commission Chambers, 160 NorthLakeshore Drive, Ocoee, Florida, to consider the substantial Amendment to the puD f Land Use plan for Ocoee Landings, The property is generally located on the north side of'kW. Silver Star Rd, and the west side of Johio Shores Rd. The prop- erty is identified as parcel number 16-22-28-4532»00-140, The subject property is approximately 6,79 acres. Tine applicant is requesting to amend the plan in order to allow antomobile repair and carwash as an approved use For the PUD, interested parties are invited to be heard during the public hearing portion of the proposed actions above. Due to the current State of Emergency regard- ing COVID-19,!City Hall is closed to the public; however, the City requests the public to call or email comments and/or questions to 407-554_7118 or oltizens ocoee.org, This notice is given pursuant to Article TV, Subsection 4-9 B. ofthed pegs I80.4.43 of the City of Ocoee Land Development Code. A copy p plicaiioa and the City of Ocoee Staff Report may be examine(] upon request by phone 0' email through the Ocoee Planning Department at 407-905`3157 or mriveraiaeoee.or. Tine CLeooe Planning and Zoning Commission may ewntin- nne tlrepublic 9nearin,g to ather dates and, tames, as they deem necessary: Any in - a. party shall be artivisea t- o dates: times, and places of continuation of these or aontf nuod public Bearings ahaU banye announced during the hearing and no further notices regarding tbe9c mattes will be published. You are advised that any person wha' desires tw appeal and forany thispsion urpose tz h nublichearings b to ensure will need a record of the proceedings P !Rn that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based, Persons with disabilities need- ing assistance to participate in any of these proceedings should contact the City Clerk's Office 48 hours in advance of tine meeting at 407.905-3105. 20-0203 3w May 28, 2020 l ➢nyQnE H'IusQ;yJohnson (JtJ y.�°��rtn n➢rt�r. a➢➢ . 11"ohort ik"nnn k DATE: May 9, 2020 TO FROM: Lorry Bniflson a 11"osc;nn➢➢ ry Wdsen, i n6,J➢➢n,J; J ucl➢➢ rd i_k"'rsJ n➢gin, N, yt n,cJ J Gt;nn➢ gO O iver 111, Nstr,cJ d STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Kiel Gajadhar, Zoning Manager SUBJECT: Memory Care Cottages at Ocoee Preliminary/Final Subdivision Plan Project No.(s): LS-2020-010 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Memory Care Cottages at Ocoee Assisted Living Facility (ALF)? BACKGROUND: The subject property is located directly north and west of East Silver Star Road, south of Old Silver Star Road, and east of Johio Shores Road. It is 6.92 acres in size and is currently undeveloped with heavy vegetation. The parcel ID number is 15-22-28-4716-00-130, also known as 1900 E. Silver Star Rd. The Future Land Use designation for the subject site is "Low Density Residential" (LDR). The requested "Memory Care/Assisted Living" use is consistent with the Future Land Use Element and Zoning (R-1AA) District, as it is a permitted use within Residential Districts. The table below references the Future Land Uses, Jurisdiction, Existing Land Uses, and Zoning Classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Low Density Residential / Unincorporated Orange County Residential / Orange County R-CE East Low Density Residential / City of Ocoee LDR Single -Family/ (Temple Groves Subdivision) R-lAA South Low Density Residential / City of Ocoee LDR Single -Family/ (Temple Groves Subdivision) R-lAA West Low Density Residential / City of Ocoee LDR Single -Family/ (Johio Bay Subdivision) R-lA DISCUSSION: The Preliminary/Final Site Plan will consist of a 96-bed Memory Care/Assisted Living Facility that will be divided among the four (4) residences, and one (1) commons building, totaling approximately 66,723 sq. ft. All buildings are proposed at one-story in height. As shown on the Preliminary/Final Site Plan, the facility will have the main access point at Johio Shores Rd, with another off Old Silver Star Road, which will be gated and fenced, and used only for emergency access. The perimeter of the parcel will consist of a fifteen (15) to twenty-five (25) foot landscape buffer, and fencing will surround each building. Water, sanitary sewer, reclaimed water (when available), solid waste, police, and fire protection will all be provided by the City of Ocoee. Stormwater management will be handled by on -site drainage retention areas. Finally, the Applicant has requested no Waivers from the Land Development Code for this project. :�%Z II'geetliung IDate': II'gad g, 2020 l 111ojea L: II'geumou d Care Cottages at Ocoee uelll11ImIlilia uO/II'":: inal11 Su ll dlIVISlioun IC Maui 11:1rojoct Ilduur nllooio(s) I1 S.•2020.•010 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 4, 2020, and reviewed the Preliminary/Final Subdivision Plan for the Memory Care Cottages at Ocoee. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for the Memory Care Cottages at Ocoee ALF. Attachments: Location Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Aerial Map; Color Elevations; Preliminary/Final Subdivision Plan Memory Care Cottages at Ocoee Memory Care Cottages at Ocoee Location Map [D -CD t i i -0 0 a� — 0 U) -0 Pri 0 Q�l en FTIT —UL ove dj —F ry (1) 0) U) r 0%,/ Jofflo Ixt Star Road 70 o r 0 FEM 0 LTL=� 0 v LLLJ (D I r le i ir I 0 A3 CY -4u -0 t ac t i a i n F F�:= N �1' r/j/.,4A- '44s iw OCOP. E? IIOrlOa Development Services Department 0 100 200 400 Feet Created: June 2020 13Subject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) ® Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) % o Unclassified Memory Care Cottages at Ocoee Surrounding Zoning Map LAKE JOHIO E Silver ilver Star Road Memory Care Cottages at Ocoee Aerial Map 'J��� r�� � � •/ rv( nag � l� , r { .10 . 4 _ • ` + ♦ , 0 35 70 140 4 Feet CITY OF OCOEE APPLICATION NO. LS-2020-010 PROJECT INFORMATION. PROJECT NAME: MEMORY CARE COTTAGES OF OCOEE PROPOSED LAND USE: HEALTH CARE FACILITY TOTAL DWNERSHIP AREA: 6.92 ACRES TOTAL PROJECT AREA: 6.92 ACRES ZONING: R-1M PARCEL ID NUMBER: /15-22-26-9]16-00-130 SETBACKS: FROM: 3S FEET BACK: 35 FEET SIDE: 25 FEET TOTAL IMPERVIOUS SURFACE: 112.311 IF 2.81 AC BUILDINGS 66.723 IF 1.53 AC SIDEWALK 12,396 IF D.21 AC PAVEMENT 41.— IF D.96 AC PAVERS I.— IF D.03 AC ISR (IMPERVIOUS SURFACE RATIO): 0.41 (40.6%) PRPDSED BUILDINGS A. B. C. D. LARGE SCALE PRELIMINARY/FINAL SITE PLAN FOR MEMORY CARE COTTAGES GROSS BUILDING AREA: 13,815 GSF (AC) D28 GSF (NON AC - PORCH SIZE) 19 ]43 TOTAL IF TYPE OF CONSTRUCTION: TYPE IIIB OCCUPANCY/ SE: INSTITUTIONAL 1-1. CONDITIONS 2 1 STORY BUILDING FIRE SPRINKLER DATA: 439 GPM BUILDING TO BE FULLY SPRINKLERED FBC 903.3 (INCLUDING ALL ATTIC AREAS) COMMONS BUILDING: GROSS BUILDING AREA: 8,556 GSF (AC) 1.195 GSF (NON AC - PORTICO a FRONT PORCH) 7,751 TOTAL IF TYPE OF CONSTRUCTION: TYPE HIS OCCUPANCY/USE: INSTITUTIONAL AS 1 STORY BUILDING KL FIRE SPRINER DATA: 438 GPM BUILDING TO BE FULLY SPRINKLERED FBC 903.3 (INCLUDING ALL ATTIC AREAS) FAR (FLOOR AREA RATIO}. 0.221 (22.1%) ROOD ZONE: ZONE 'X AND •A TRAFFIC ACCESS: JOHIO SHDRES DRNE cE rcoleuous au FUG): • ONE (t) SPACE FOR EACH SIX (6) PATIENT BEDS •ADMONE (1) SPACE IFOR EACH TWD HUNDRED AND FIM (25D) 96 BEDS z 1 SPACE/B BEGS = 16 SPACES SQUARE FEET OF GROSS FLOOR AREA. • ONE (1) SPACE FOR EACH STAFF OR VISITING DOCTOR 25M SQUARE FEET z 1 SPACE/250SF - 1D SPACES SPACE ONE (1) SPACE FOR EACH TWO (2) EMPLOYEES INCLUDING NURSES. 20 EMPLOYEES X 1 SPACE/2 EMPLOYEES = 10 SPACES TOTAL REQUIRED SPACES: 37 SPACES TOTAL SPACES PRWIDED: 50 SPACES WATER / SEWER CITY OF OCDEE GAS LAKE APOPKA NATURAL GAS ISGO MIMS RDAD OCOEE, R 34]81 I3 WINTER GARDEN-VINEIAND RD. WINTER GARDEN, FL 34787 PHONE 1—) 905-1150 JBOWNG®OCOELORO CONTACT: MINGO COLON PHONE B-) 556-2734 X139 MCOLONOIANGD.ORG ELECTRIC DUKE ENERGY 325D BONNETT CREEK ROAD TELEPHONE AT&T 11. STEYR STRIE LAKE BUENA VISTA, FL M83D CONTACT: KYLE DANZIGER PRONE (4075 04-]13] ORLANDO, FL 32819 LONTACT:THAI BRASCHI PHONE (MI) 48D-9319 CABLE SPEC RUM 22SI LUCIEN WAY MAITLAND. FL M51 CONTACT: CARL MODRE PHONE (40) 215-8256 •mCONTACTS OWNER: C CIVIL ENGINEER PIGEON-RDBERTS & ASSOCIATES, LLC - 925 SE 17 H AVE., SURE 'A OCALA. FL 34471 lH.N CONTACT: CHUCK A. PIGEON P.F. PHONE (152) 861-]]99 CPMEON®PIGEON-ROBERTS.COM GEOTECHNICALAENGINEER, FH"3532E MAGGIE" BLVD ENGINEERING G SCIENCES RI) 423 KIRIAKIO I5. PE PHONE (40]) IVERSA04ILENGI ZRIAKICI_UN SURVEYOR= HARTLEY SURVEYING. INC. ALFAMONS, FLORIDA CONTACT? JEFFR I. HARTLEY. P.S.M. 6 NE IL.ARTLEY.D 36R.C.M -- nx —_ 81 OF OCOEE ORANGE COUNTY, FLORIDA SECTION 15, TOWNSHIP 22 SOUTH, RANGE 28 EAST LEGAL DESCRIPTION THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4. SECTION 15. TOWNSHIP 22 SOUTH, RANGE 28 FAST, LYING WEST OF STATE READ 438, AL50 KNOWN AS LOTS 13 AND 14 IAKE PARK HIGHLANDS. LYING WEST OF STATE ROAD 438. SAID TAKE PARK HIGHIANGS BEING RECORDED IN PLAT BOOK "F", PAGE 124. PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. LESS AND EXCEPT THE PROPERTY LYING WITHIN THE FDLLOWING DESCRIBED BOUNDARIES: COMMENCE AT THE POINT OF INTERSECTION OF THE WEST LINE OF 5.906 METERS (19.16 FEET) TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE EASTERLY RIGHT OF WAY LINE OF JOHID SHORES DRIVE AS SHOWN ON SAD RIGHT OF WAY MAP; THENCE DEPARTING SAID CURVE AND SAID CENTERLINE OF SURVEY RUN NORTH G704'12" EAST ALDNG EA11 50UTHERLY EXTENSION AND SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 199.831 METERS (855.81 FEET) FDR THE PDINT OF BEGINNING; THENCE CONTINUE ALDNG SAID EASTERLY RIGHT OF WAY LINE NORTH OOD4'12" EAST 5.3G6 METERS (1].41 FEET); THENCE SOUTH 89'S5'96" EAST 3.353 METERS (11.DO FEET); THENCE NDRTH DD04'12• EAST ]D.]62 METERS (232.16 FEET) TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 62.252 METERS (269.68 FEET) AND A CHORD BEARING OF SOUTH 48'44'59• EAST; THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE RUN SOUTHEASTERLY ALDNG THE AN OF MID CURVE THROUGH A CENTRAL ANGLE OF SO750'22• A DISTANCE OF 87.339 METERS (2S— FEET) TO FEET) OF 174.86D METERS (573.60 FEET) AND A CHORD BEARING OF SOUTH 4959'37" WEST; THENCE SOUTHWESTERLY ALONG THE AN OF SAID CURVE AND ADD G MID CENTERLINE F SURVEY TO A POINT OF THENCE SOUTH 2UM'29D WEST ANDTCONTNUINGUGH ACALONGLMID CENTER NEANGLE OFB OF •SURVEYT AN CE DISTANCIE OF21101 Seee METERS (333B6 FEET) TO A POINT ON ANC EASTERLY PROJECTION OF THE SOUTHERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2188, PUBLIC RECORDS OF ORANGE COUNTY, FLDRIDA; THENCE RUN ALONG SAID EASTERLY PROJECTION AND SOUTHERLY BOUNDARY NORTH 69'S9'S8" WEST 1BD.181 METERS (527.50 FEERTO THE POINT OF BEGINNING. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. ORANGE COUNTY PARCEL ID J,s-22-28-4/,6-GD-1� INDEX OF SHEETS SHEET NO. TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 AERIAL PLAN C-04 SITE GEOMETRY PLAN C-05 PAVEMENT, SIGNAGE AND PAVEMENT MARKING PLAN C-06 GRADING AND DRAINAGE PLAN C-07 CROSS SECTIONS C-O6 DETAILS & SECTIONS C-09 SITE UTILITIES PLAN C-10 SANITARY SEWER PROFILES C-11 DRAINAGE DETAILS C-12 DRAINAGE DETAILS C-13 SITE DETAILS C-14 SITE DETAILS C-15 UTILITY DETAILS C-16 UTILITY DETAILS C-17 UTILITY DETAILS C-18 STORMWATER POLLUTION PREVENTION PLAN C-19 STORMWATER POLLUTION PREVENTION PLAN NOTES C-2D STORMWATER POLLUTION PREVENTION DETAILS REFERENCE PLANS SHEET NO. TITLE SV-1 ATLA/NSPS LAND TITLE & BOUNDRY & TOPOGRAPHICAL SURVEY (1 SHEET) L.1.0 TO L.3.0 LANDSCAPE PLANS (10 SHEETS) E.1.1 ELECTRICAL PLAN (1 SHEET) - 1 a 26 2020 - C a D C a 5 - CT`a Pigeon - Roberts 9253.E.17th Street & Associates, LLC Seite A Ocele, FlOriOe 34471 CIVIL ENGINEERS -PLANNERS (362) 861-n99 voice SURVEYORS & MAPPERS (352) 681-]]09 fez REG/STRAT/ON NUMBER• �• NO. 2BW31 " SU/VVEYhVG M MAPPJW: LB NO. )48l PROJECT NO. 434.01 03/15/2020 ENGINEER'S CERTIFICATION R N0 3338 SHEET C-01 OF 20 GENERAL NOTES: 1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND OLMLITY CONTROL STANDARDS CONTAINED IN CITY OF OCDEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. NOTE: THE MOST STRINGEW STANDARDS BETWEEN THE CITY STANDARD AND STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 2. THE CONTRACTOR SHALL REFER TO AND ABIDE BY ALL PERMIT DOCUMENTS AND GOVERNMEWAL AGENCY INSPECTIONS / REPRESENTATNES DIRECTIONS FOR ANY ADDITIONAL REQUIREMENTS OF SAID AGENCIES. 3. ANY DEVIATION FROM THESE PLANS REQUIRES PRIOR WRITTEN APPROVAL 4. THE GENERAL CONTRACTOR FOR THE PROJECT IS HEREBY REQUIRED, AS PART OF THE CONTRACT, TO REVIEW EACH SHEET OF THE SET AND STUDY THEIR CORRELATION PRIOR TO BIDDING & CONSTRUCTION. 5. THE GENERAL CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT SITE SAFETY THE GENERAL CONTRACTOR IS HEREBY REOUIRED TO CONTACT ALL PERTINEW UTILITY COMPANIES. FIELD VERIFY THE EXACT LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ALL EXISTING UTILITIES WITHIN THE PROJECT BOUNDARY BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN AWANCE OF TRENCHING. CONSTRUCTION SHALL CDMMENCE ONLY AFTER APPROVAL OF ALL APPLICABLE PERMITS. THIS PROJECT FALLS WITHIN THE JURISDICTION OF THE FOLLOWING REGULATORY / MUNICIPAL AGENCIES: CITY OF OCOEE. FLORIDA ORANGE COUNTY. FLORIDA ST. JOHNS RIVER WATER MANAGEMENT DISTRICT n.]7]W>•Il*a laxVN.M1:)x:Egn:nxat.: PIGEON - ROBERTS W ASSOCIATES, LLC. IF PLANS ARE UNCLEAR, REOUIRING INTERPRETATION OR CONFLICTING INFORMATION IS DISCOVERED. 9. THE CONTRACTOR SHALL COORDINATE ON -SITE WORK ACTIVITY, ACCESS AND MATERIALS STORAGE LOCATION WITH OTHER ON -SITE CONTRACTORS SD THAT WORK AT THE PROPOSED PROJECT SITE CAN COMMENCE IN HARMONY WITH OTHER SITE DEVELOPMENT ACTIVITIES. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE COMMENCEMENT OF CONSTRUCTIDN. ANY DEVIATION IN PUN INFORMATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT INDEX NO. 102-60D SERIES FOR TRAFFIC CONTROL THROUGH WORK ZONES. 13. UNDERGROUND INFRASTRUCTURE CONTRACTOR SHALL MINIMIZE THE WORK AREA D WIDTH OF TRENCHES TO VOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON DEVELOPMEW CODE REQUIREMENTS UNLESS OTHERWISE SPECIFIED. 17. AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED, UNLESS OTHERWISE NOTED ON THE PUNS. A FULL STAND OF PERENNIAL GRASS WILL BE REWIRED PRIOR TO RECEIVING PROJECT APPROVAL. ANY TESTING OR RE -TESTING REQUIRED, OR IMPACTS OF TIME DELAYS CAUSED BY WORK. OR MATERIALS NOT MEETING STATED CONTRACT REQUIREMENTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL SCHEDULE TESTING SO THAT CONSTRUCTION ACTIVITIES ARE NOT DISRUPTED. MISCELLANEOUS TESTING ABOVE AND BEYOND NORMALLY SCHEDULED TESTING MAY BE REQUESTED W THE OWNER AT ANY TIME. THE CONTRACTOR SHALL COOPERATE WITH SUCH ACTIVITIES. 20. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL UTILITY LINES BEFORE CONSTRUCTION. A "ONE CALL" SUNSHINE 811 (1-800-432-477D) DOES NOT TOTALLY REPRESENT ALL UTILITIES POTENTIALLY AFFECTED. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SITE TO DETERMINE EXISTING CONDITIONS. ANYTHING NOT COVERED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL NOT CONSTITUTE AN EXTRA. UNLESS APPROVED IN WRITING BY THE OWNER. 22. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE UPON DISCOVERY OF CONFLICTS BETWEEN THE CDWRACT REQUIREMENTS AND ACTUAL CONSTRUCTION CONDITIONS AND SHALL NOT PROCEED WITH ANY WORK FOR WHICH THE CONFLICT HAS ARISEN UNTIL CONFLICT IS RESOLVED WITH THE OWNER'S REPRESEWATNE. ALL BURIED PIPELINES, CONDUITS, CABLES, ETC. SHALL HAVE A MINIMUM COVER OF 30 INCHES BELOW FINISHED GRADE UNLESS OTHERWISE CALLED FOR. ALL FACILITIES AND ACCESSORIES SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE LOCAL CODES AND REOOREMENS PLUS THESE CONTRACT DOCUMENTS. ALL DUST SHALL BE CDWROLLED ON SITE ONLY AREAS SCHEDULED FOR IMMEDAT CONSTRUCTION SHALL BE CLEARED OR STRIPPED OF PAVEMENT OR VEGETATION. WATERING. APPLICATION OF CALCIUM CHLORIDE. OR OTHER PRIOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF DEWATERING NECESSARY. NO ADDITIONAL COMPENSATION SHALL BE PRWIDED FOR CONTROL OF GROUND OR SURFACE WATER, OR FOR ADDITIONAL TERALS OR TIME REOUIRED AS A RESULT OF INADEOLATE OR INSUFFICIEW DEWATERING. 26. THE APPROVAL OF THESE CONSTRUCTION PLANS ODES NOT AUTHORIZE CONSTRUCTION OF REOUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD. 27. THE CONTRACTOR SHALL RETAIN ON THE WORK SITE, COPIES OF ANY PERMITS NECESSARY FOR THE CONSTRUCTION. 1. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION, AS -BUILT CERTIFIED SURVEYS, CERTIFIED TEST RESULTS, AND O&M MANUALS (IF APPLICABLE), TO ENGINEER FOLLOWING COMPLETION OF THE CONSTRUCTED ITEMS. AND IN TIME TO OBTAIN CERTIFICATIONS AS NEEDED FROM ALL STATE AND LOCAL AGENCIES, A MINIMUM OF 3 WEEKS PRIOR TO NEEDING CERTIFICATE OF 0 CUPANC. RECORD DRAWING INFORMATION SHALL INCLUDE BUT NOT BE LIMITED TD FINISHED GRADE ELEVATIONS, SANITARY SEWER LINE LOCATIONS, MANHOLE AND STDRM STRUCTURE RIM AND INVERT ELEVATIONS, PLUS LOCATION, DIMENSION AND ELEVATIONS OF ALL OTHER CONSTRUCTION COMPONENTS THAT VARY FROM THE DESIGN PLANS 2. AS -GUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS IN IN THE FOLLOWING FORMATS. A) 1 P L DF COPY B) CAD COPY DRAWN IN THESTATE PLANE COORDINATES. CLEARING u 1. REFERENCE LOCAL CODE FOR NATIVE VEGETATION RED REVIEWS. CLEARING SHLL EXTEND ONLY TO THE LIMITS IDENTIFIED ON THE PLANS. TREES FIE IDENTID TO BE SAVED, IF APPLICABLE AND WITHIN THE CLEARING LIMITS, OF THE CONSTRUCTION LIMITS SHALL BE IDENTIFIED AND PROTECTED PRIOR TO AND DURING CLEARING. 2. ALL PRDHIBITED EXOTIC VEGETATION AS DEFINED BY CITY AND/DR COUNTY CODE SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY BY THE PROPERTY OWNER. 3. THE CONTRACTOR SHALL DISPOSE OF ALL CLEARED AND GRUBBED MATERIALS BY HAULING, OR CHIPPING AND GRINDING AND TRANSPORT OFF -SITE. 4. IF DURING THE COURSE OF THE SITE CLEARING, EXCAVATIDN OR OTHER CONSTRUCTION ACTIVITY, AN HISTORIC OR ARCHAEOLOGICAL ARTIFACT, OR OTHER INDICATOR IS FOUND, ALL DEVELOPMENT WITHIN THE MINIMUM AREA NECESSARY TO PROTECT THE DISCOVERY SHALL BE IMMEDIATELY STOPPED AND THE PROCEDURE AS OUTLINED IN THE CITY OF OCOEE, FLORIDA LOC SHALL BE FOLLOWED. SITE P 1. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED, IF APPLICABLE. 2. GAS, ELECTRIC, PHONE AND CABLE TELEVISION UTILITIES TO BE ADJUSTED AND/OR INSTALLED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY TO HAVE UTILITIES HELD. ADJUSTED, INSTALLED OR ALTERED TO FACILITATE SITE AND SWALE GRADING REDUIREMENTS. 3.AW PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A CORNER MONUMENT. POST OR OTHER IDENTIFICATION IS N DANGER Df BEING DESTROYED, AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A PROFESSIONAL REGISTERED SURVEYOR TO RE-ESTABLISH THE MONUMENT AND REFERENCES AND PROPERLY NOTIFY LOCAL PUBLIC AGENCIES AND FILE ALL REDUIRED DOCUMENTATION ALL AT NO ADDITIONAL COST TO THE OWNER. GEDTECXNIDAL uOTES� SITE SOIL BORINGS AND SOIL INFORMATION OBTAINED FROM UNNERSAL ENGINEERING SCIENCES, INC., 3532 M GGIE BWD. ORLANDO. FL 32811 REPORT NO. 1748751. FEBRUARY 21. 2020. 1. CDNTRACTOR TO ADHERE TO RECOMMENDED SITE PREPARATION, COMPACTION OF FILL SOILS, FOUNDATION SUPPORT, O-ITY CDWRDL AND EITHER QUALIFICATIONS AS OUTLINED IN GEOTECHNICAL SITE EXPLORATION. SURVEY OATH Au0 BE H RK u0TE5: 1. SEE "BOUNDARY AND TOPOGRAPHIC SURVEY" FOR PROJECT SPECIFIC SURVEY NOTES. 2. THE BOUNDARY AND TOPOGRAPHIC SURVEY UPON WHICH THESE PLANS ARE BASED WAS PREPARED BY HARTLEY SURVEYING, INC.. DATED AUGUST 05. 2019. THE ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY BENCHMARK C14NOD2, HAVING AN ELEVATION OF 121.97 FEET ORANGE CDUNTY DATUM. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH LINE OF THE N 1/4 OF THE NW1/4 OF SECTION 15-22-2B, HAVING A BEARING OF N 89'S6'S2" E PERFA. PROJECT NO. B02 009 U. SECTION 75250-2525 1. CDNTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE PROJECT STORMWATER POLLUTION PREVEWION PLAN (SWPPP), AND FDEP W NOTICE REOUIREMEWS. 1. CDUWY PERMIT TO PERFORM WORK AND OR MAINTENANCE IN PUBLIC RIGW-OF-WAY IS REQUIRED FOR WORK WITHIN ANY COUNTY PUBLIC ROAD LA RIGW-OF-WAY. 1. REFER TO LANDSCAPE PLANS FOR LANDSCAPE PLAN LOCATION AND DETAIL. ° W ag; U J w dJ�lc 2 O 16 1. 4 Er i U wo 0 R CO .0. f G GO a`°aW 434101N000 434.01 5' SIDEWAL�I � I ZONING: -AAA wl 3 � JBRIBBAY DRIVE s>h r20p O � �2 'a Opp SIGHT DANGLE �25') ZONI\G � R1 � 2 PRO 5'SID ` ZUX ZONING UNINCORPORATED y0 irvan,+as OLO SILVE STARRDAD $ TEFRITBRY Aawwl laa vrnrtrnlr U r,r»rn - W _____wu____ __IF -6"- cau�,eo. cai a aos.. rsiv u 0 ,65P'W case cr cvr i �r�u< p 3y r r-'"�semriMe,m,9�6!Jae's'Y.nzm�dl5 PROPOSED 1 STORY BLDG ARCHITECTURAL BLDG STYLE "BB" PROPOSED I' BLDG DG20 200 I ARCHITECTURAL SLOG '_ � II STYLE 'Bss L fl J wnsT[ eCo P PROPOSED i STORY COMMONS BUILDING t00 sow ARCHITECTURAL STYLE ,oe BLDG"C" zsr PROPBSEDORAIIJA RETEVTION AREA#1 / �5' CONCRETE S (3' FRDM BACK 621-1 ---- ----r BUILDING SETBACK L NE (WP.) ---- - -- ---- ---- / STATE PLANE COORDINATES STATE PLANE COORDINATES rz / PROPOSED DRAINAGE NUMBER NORTHING FASTING NUMBER NORTHING EASTING PROPOSED RETENTION AFEA#2 100 1542666.]OJO 492]82.]B52 1. 154261621]] 493122.993D I STORY BLDG .1 tai / / / 102 109 1542632.5500 49280},1215 1542599.9731 492859.5]Hl 188 1. 1592516.OB98 993OB0.2490 1542522.8562 493058.1912 ARCHITECTURAL BLDG / (141. 5 •, zae / / 105 106 1542638.6543 492868.2566 1542624.8522 492892.2568 188 109 1542522.8582 493055.1131 1592522.8582 992922.4592 / 107 1542541.9964 492886.2619 190 1542585.6145 992859 rz / = R w 5D14 .9935 013 3436 __ / CB 84G .vB20 A 100 111 112 1542581 492902.26]2 154255151J3 49b09.584] 1542539 8562 493009.5847 191 192 193 1542595 492098 15426208936 492609.9J21 1542614 J]98 492766 4901 rz // 113 114 1542534.8562 49313211111 154254].t BD] 493D23.1211 200 202 1542605.5269 492897.234D 1542662.8602 492894.5674 / PROPOSED 115 1542518.B1B1 4931323.1211 203 1542B62.8602 493OD3.9007 I STORY / 117 15426]6.8535 493D23.1111 205 1542605.5269 4930D1.234D BLDG300 SRCRTECTURAL BLDG / / 118 1542586.1801 493D1B.1111 206 1542B95.1983 492846.5409 STYLE A ' 119 1542595.1935 493008.1 t11 207 1592809.8650 492896.5359 '7 IL4,J,6 sF) E41/� / / 6 w E 12D 1542595.19M 492986.1150 208 1542805.8102 492961.2027 122 1542830.3000 491D89.72D9 209 1542]65.8]09 992971.2095 z e \ / 123 127 1542690.8169 49W31.2093 1542095 5831 49301B.1124 210 211 1542119.2031 492971.2056 1542819 8606 492977.2091 ,ea se ,a v ° 135 136 1542691.3343 49MB3.8478 15421015 4930B2.BB03 681137 212 213 15428M.8834 492856.5378 1542950 .53 5301 49285629 N y r ROPoSED� K, SIGN W G a Tom_ 1542676.107E 49309D.804 214 1542946 M53 492971.1997 Graphic Scale 130 1542667.8032 493132.5591 215 154291165355 492981.2014 OF 1" = 40' 139 1542616MM 491141 831E 216 1542879 8688 492981 2026 / 140 1542665 3371 493182 0953 217 1542835 0J09 493200 0]]3 141 1542650.9529 49311] 7907 218 1542839 8J09 493079 410J 199 1542999 t953 493096.0163 219 1592879 8]05 993075 410J 146 1542960.83151 4DW18.3195 220 15429D6 5315 4930]5A10] 147 148 1542960 82B6 492983.3195 1542995.8286 492083.3174 221 222 15429465372 493079A10J 1542950 5315 493200.0]]1 \\I i IQ1592995.5951 9930]3.310] 223 t542895.2050 993210.OBD9 "' 15D 1542960.5951 493013.310 224 1542B99 2058 493089.4137 NOTES: 15t 1542960.4356 493030.310] 225 1542739.2050 493085A13J 1. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEETS SV-1 AND SV-2 FOR BOUNDARY 153 1542490.8582 49MB1.110B 226 227 1542165.8124 493085.4137 AND SITE DIMENSION INFORMATION. 2 SE SITE DETAILS SHEET C 13 FOR WPIML PAVEMENT SECTIONS. 156 1542490.8]B] 492931.1 t11 15420D5.8724 493089A13J $� 3. DIDAP PARKING SPACES, AISLES, STRIPING, WARNING STRIPS AND SIGNAGE SHALL 15] 1542529.3086 492844.128] 226 1592609.8]24 493210.OBM MEET ALL CURRENT AM CRBERA AND CURRENT FLORIDA ACCESSIBILOY CODE. 150 1542553.1093 492830.496] 229 15426]0.6451 492072.2568 "+ 4. CROSSWALK STRIPING SHALL CONFORM TO FOOT STANDARD PLANS ]11-001. ,pa 5. SIDEWALKS SHALL HOVE A CROSS SLOPE OF 1.0% AND SHALL MEET THE BUILDING 161 154281)1.5B59 492801.7447 230 1542850.MB6 492886.2588 31 AT AN ELEVATION MATCHING THE BUILDING FINISHED FLOOR ELEVATION. L 6. ALL STOP BARS SHALL IN 2H THERMOPLASTIC. 182 154260].t92B 492800.5945 231 1592899.2035 49296].20J4 J. REMOVE ANT EXISTING LOOSE PAVEMENT MARKINGS, RESTRIPE AND PAIW AL 163 1542563.21]] 492118.92B4 251 1542480.3611 492932.1601 MVENENT MARKINGS TD REMAIN IN ACCORDANCE WITH FOOT REQUIREMENTS AND 6 STANDARD PLANS. 169 1542563.4253 493081.2305 252 1542480.3651 49308].5851 S. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR BUILDING FRDWAGE COURTYARD 165 1542566.9553 493D67.1111 253 1542452.0956 4931 D5.7127 DESIGN AND LAYOUT AND FENCE DETAILS. 9. PERMIT TO PERFORM WORK AND/OR MINTENANCE IN PUBLIC RIGHT-OF-WAY IS 166 1542624.9995 493D6].1111 254 1542424.9875 493091.252D REQUIRED FOR WORK WITHIN THE ROADWAY RIGHT OF WAT ON OLD SILVER STAR ROAD AND OHIO SHORES DRNE. 168 15 2614.5899 493108.5240 255 1542411.8920 493066.5717 169 1542554.8562 492924-Il 256 154242D.1979 492988.303J 170 1542554.8562 492914.224B 257 1542442.5719 492923.6]52 171 154256].5269 4929]0.584] 258 1542916.1466 493236.7359 172 1542561.5269 492921.8540 259 1542948.1715 493269.202D C6= V LEGEND: 173 1542552.5269 492912.0540 260 1542945.6521 493348.5051 ® - PROPOSED BUILDINGS ------- ------- - BUFFER LINE 175 1542995.B122 493D28.3041 261 1542945.9300 493419.0588 = PROPOSED ASPHALT PAVEMENT ® = CROSS ACCESS EASEMENT 176 1542721.2073 493020.3100 262 1542910.4183 493431.7603 111 1542698,9156 493038.8268 263 1542878.6266 493391"Ill 0 = PROPOSED CONCRETE Q{] = LIGHT POLE 17B 154269D.0784 491M8.8589 269 1142.12.4213 493314.0001 REFERENCE TO LINE & CURVE TABLES - - - - SETBACK LINE 179 1542681.9961 49W51.0963 265 1542]10.3811 493292.0592 ® x = REFERENCE TO COORDINATE TABLES 40 = NUMBER OF PARKING SPACES 100 1542684.9385 493D55.1 t1t 266 154276J.6933 493254.3567 181 1542682.5112 493D59.1411 267 15428M.2861 493237.D299 = PROPOSED CENTERLINES = FENCE 102 1542672.3584 4930]B.1 J3] 260 1542875.0971 493236.8914 - - - - - FASEMEWS 183 154266&4065 49MB8.431B 269 1542481.8509 492898A185 184 1542665.2048 493101.2420 270 1542453.9479 492B65.8714 min wa? L O H t O - �a d ^Bu 434-01.000 Jab No. 434.01 C-04 of 20 OLD SILVE'JR STARGAD $ 00 Ivvoiirv. wull'a�a vF h r� rcFwv i II 5 - I nTrnlr W „, - �P` r` •A., ww wu ww ww wu ww u I sas's6sz-w W L csW� r CY wrFd! x�o �n Unv, yob a Graphic Scaled L j 1 = 40 i I17 r __—GE RETENTIONAREA#2 PROPOSED ', II I PROPOSED / 3 m f STGRY t STORY / / SIGN LEGEND: Y v BLDG 400 I S QQ ARCHITECTURAL BLDG k IB ARCHITECTURAL BLDG BIDEWALkR�E STYLE "BB" STY_E'AA" Iti 30 STOP (RI-1) V V I� / / > ..,� JGHloear ORroE xvcuva Ih= PSI1—YD ' '' BLDG300 BLDG 200 I I ARCHITECTURAL BLOC ARCHITECTURAL BLDG II 5 L - STYLE (F PDI25CAP SIGN STYLE ^'S' l / COMCRQf CLRB fIM j In,`w, l In r7` ` I BEFORE GALE / KEY NOTES: & 19 $TP2-BSL 2 STEP SIGN: 24" WOE THERMOPUSTIC o g SEE SIGN LEGEND b o -- SB "' 11 21 I / ~/ v O IWNEI-CAP SGu CONCRETE PAD, 9• MN. 16 , / SEE SGN LEGEND DEPTH W/ FBER REINFORCEMENT. PROPOSED 'R Jk LIGHT BROOM FINISH PS 1 LnLP i( I SIG �w/ ® SOLE WASTE EuuPSTER PAE R O 3 I2 PROPOSED i STORY _' I K / 6^ crwccuwe PAVERS. d N' 22 CGNMOA'S BUILDING 100 GUN CPehM REFER TO DETAIL ON SHEET C 14 REFER TO IANDSPE PFOR Sol AR-- STYLE I Q' SECT DN DETAIL GENERATOR .S'MBLY CONCRETE wO F L eH COXCRFTF C RR � � � g REFER TO DETAIL ON SHEET C 14 6 11 8•z18• CDNCRETE CURB FLUSH WITH S® s a 1 ll 19 9x1 pR I ./ /' CPC ARCHITECTURAL PLANS FLASHED GRADE (RBBON CURB) ate o ¢ �-� ❑1 CONCRETE CURB 1�B AM EETECTABLE WARNING STRIP: IB A 5 R f' RP REFER TO DETAIL,TYPE D" CURB PROPo,yyD 2. 2 9 8 - 1�R 2 2'ERE Q D E 2 SGN .'4 C�w,1 ❑5 ASPHALT PAVEMEM (MOO UM OLMT 12 X 25' AREA STRIPE AREA ,k 0 • REFER TO DETAIL FOR MEDIUM DUIT IN ACCORWNCE WITH CTY OF OCOEE'S () C tO \�/ 1.0� �Fi PAVEMENT REOUREMENTS r 5' CONCRETE SIDEWALK IB��\� 20 w C ❑ REFER TO DETAIL ANDMFOOT STANDARD ® REFER LTOPTYPGLTACCESS DRNE 6 p. FROM BACLK DF CURB) p / PUNS INDEX Xll DD1 SECTDN BETWEEN BUILDINGS ON SHEET V 3 a ❑j RMNDIGP S uN 20NE C 20 (OPTONAL INTERLOCKING PAVERS) o e$ i z o K o 0 ACCES LGD NG � � ' a SLOPE 2R MAX EACH WAT AND STR PE Q CMu STUCCO wnu SCREEu �\" o e y - /,III 5 AM COMPLMNT REFER TO DETAIL ON 6' HIGH WALL SCREEN FOR ^ I . 11 Obi SHEET C 13 MECIMNGL UNITS REFER TO o e ARCH- DRAWINGS FOR D` Y PROPOSED DRAINAGE 0 ETALS R. > 9ry © CONCRETE WHEEL sTOw 6 r Y REIEVTION AREA#1 TO SIT LEVEL WITH PAV NG. n❑ rnuronr a eR 9 R / REFER TO DETAIL, (16 TOTAL) 6" CDNCRETE SLAB, 1DOOPSI, LIGHT ROOM wn? 'I ¢ BRFLASH W/ #5 REBAR _ <I ❑9 STBIPIBG: 612" D.GEW 12•z12 THICKENED " I A PROMDE B• WIDE PARKING LOT EDGE W/ (2) #5 COAT NUOUS. IS _l I STRIPING AS SHOWN USE THCKENED EDGE ENTIRE PERIMETER OF M-29 I I r LEGEND: HIGHWAY MARKING PANT WHITE (2 Su..'gv PROPOSED CONCRETE KUG SuuMARY CM15) TYPICAL ALL PARKING. 23 CONCRETE RB60u SUBS REFERENCE TO LINE d CURVE TABLES ONE (1) SPACE FOR EACH SIX (6) PATIENT BEDS O GRECT ONAL AR 12 CONCRETE SLAB, SOOOPSI, LIGHT U sb' H k BB BEDS • 1 SPACE/B BEDS = 16 SPACES PER FDOT INDEX. BROOM FINISH W/ #5 REDAR •• / 0 , =REFERENCE TO COORDINATE TABLES ONE 1(1) SPACE FOR EACH STAFF OR VISITING DOCTOR /STRPUG O1D DGE.W. J / ONE (1) SPACE FOR EACH TWO (2) EMPLOYEES INCLUDING NURSES. CONCRETE SDEWALK O CB 89849 c9 E / - = PROPOSED CENTERLINES 2D EMPLOYEES z 1 SPACE/2 EMPLOYEES = 1D SPACES ❑INSTALL CONCRETE SIDEWALK PER N❑ BLYCLE RACK m 0 d 61563Y �� ca, L 2956 DETAIL C. SHEET C-11 SEE DETAIL SHEET C-19 BUFFERS AEMNSTRAT ON EFF CE fC0uu0u5 BUILOING3� p �o `1,4 DNE (1) SPACE FOR EACH 1W0 HUNDRED AND FIFTY (250) LIT uARcluc VALLEY cuiTER p NUMBER OF PARKING SPACES SOMRE FEET OF GROSS FLOOR AREA. O CROSSWALK PAVEME sn p N iY 250D SQUARE FEET z 1 SPACE/25DSF - 10 SPACES (SEE FOOT STANDARD PLANS INDEX REFER TO FOOT STANDARD PLANS 0Q 711-001), STANDARD MARKING SLOPE INDEX 520-001 — — — = BUILDING SETBACK LINE TOTAL REDUIRED SPACES: 31 SPACES 2% MAX. EACH WAY AND STRIPE AM d " TOTAL SPACES PROWDED: SO SPACES COMPLMNT. 12" WIDE WHITE EDGE 26 u w/ MET STRIPES „EMERGENCY VEHICLES ONLY" P cv zT GRAVEL AP 434101.000 - STORM DRAIN STRUCTURE R HAIGH AL M SECURITY FENCE BUILDING PERIMETER GRAVEL BED Q REFER T NDNI CLIMB PICKET FENCE. (ALL BUILDINGS) REFER TO ARCHITECTURAL PLAN FENCE Jab No. -_-_-____) - AM ACCESSIBLE ROUTE DETAILS 434.01 G05 of 20 is\v34 cn ar .EE s III cn 10 , .1 000ae\ awa\ PE\ as s—E nK0 I—.- upBK Kc Pwa 1-111, : 1 o r!911 ­1 1 1 h rl, a Imams aa1 --s0 DSILVERSTAR ROAD $ 90 rCF rvar W n UQ a rnrtrnlr U NC RK n Z -� W IF TOP F BERM EL. 128. Grapl9ic ScaleD 1 1 40' DxaneO FLaoR ' = _ ' EL iaa 90 aes EL ,ieAO __—GE RETENTION AREA k2 / V 3 PROPOSED PROPOSED I sroaY ��S�_ rsroev > ♦ LEGEND: a I � BLDG 400Y '-IJ BLDG 500 EXISTING NNDR CONTOUR } / HITECTURAL CVGG y_ _ \ ARCHITECTURAL BLDG g o _ �,00 ' NT \ F / � EXISTIND MINOR COOUR Q J X = EXISTING SPOT ELnnnDN YARD DRAINy • .>.o ENERGY DISSIPATD fry':- `-�^ v _ ^� M PROPOSED COWDUR IL PROPOSED SPOT EL-101 WATERSHEG BOUNDARY LINE 11 0 JOHIO BAY, �s wl� mx FxHEDF OMNNELMED FLOW DIRECTION Q DRIVE E FNSMD R es EL lies RUNOFF FLOYI DIRECTION BLDG 300 I OF DRAIN ORECIION BLDG 200 - ARCH%TECTURAL BLEB 1 ARCHITECTURAL BLD � STYLE A" "� _ - EXISTING INLETS AND PIPES YL STE 8 PROPOSED INLETS AND PIPES MITERED ENO SDCTION AND ENERGY DISSIPATOR CLFANOUTS b o 4 ® ROOF DAMNS Q € p ii� es oo ' ° • e BOC BACK OF CURB EWAL OR SDK GIMDE I V� -E / / h' s X .a EOP EDGE OF PAVEMEM OR SPOT GRADE / O §v PROPOSED i STORY �• \ 1 / 3�o try�� ¢ d COMMON'S BUILDING 100 d pFC ote V S .J`° RCHITECTURAL BTYL -A C „ 1 / n,e UL m ;, P� O i14 42522 xl, 1-4 11 Ill 12111 21 1-7 L x,e L Ll� 1-1 Jl- H O BE,e -( l 1l x RET VTI N AREA I ENERGY DISSIPATOR I l (­-1) E wa? q v Fay i �a. Tel I s o _ f] 121,11(s L] // Q llp - - so (s ,o) 124,11 () REMWE EXSTNG MITERED END SECTION AND NOTES: _ U'� g II EXSTNG 24" RCP TO NEAREST JOINT TO N J zi p I EXSTNG INLET. RELAY RCP AND CONNECT TO 1. PIPE LENGTHS ARE CALCULATED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. s/ s au EXISTING 21" RCP. (FIELD VERFW EXACT PIPE 2. PROPOSED ROOF DRAINS SHALL BE CONNECTED TO B• DIAMETER PVC STORMDRAIN BRANCH LINES. THE MAIN TRUNK / LOCATION AND ELEVATION) LE. INE SHALL BE HOPE UNLESS OTHERWISE NOTED. MINI UM SLOPE OF STORMDRAIN LINE FOR THE RODF DRAINS q+ yx § SHALL BE 0.5%. COORDINATE PROPOSED PIPE INVERTSWITHAPPLICABLE STORM WATER STRUCTURE. PROVIDE L O �s $ �` •b CLEAN CUTB AT MAIN TRUNK LINE, MAXIMUM SPACING 15OLF. PROVIDE CLFANOUT AT EACH INTERSECTION OF PIPING. p l/ 3. PROVIDE STORM WATER MANAGEMENT AND EROSION CONTROL MEASURES AS REWIRED TO MEET LOCAL, STATE AND O y REGULATORY REWIREMENTS, LATEST EDITION. REFER TO EROSION CONTROL AND -PP PLAN FOR DRAINAGE N G w CONTROL DURING CONSTRUCT- 4. REFER TO LANDSCAPE PLANS FOR TREE AND VEGETATON PROTECTION DURING CONSTRUCTION. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DOWNSPOUT LOCATIONS TO COORDINATE CONNECTION PONTS. REFER TO ROOF DRAIN DETAIL W/ CIL ANOUT. SHEET C-12 6. FOR YARD DRAIN INLET, MITERED END SECTON & WTFALL STRUCTURE DETAILS, REFER TO SHEETS C-11 & C-12. T. OFFSTE STORM STRUCTURE ELEVATON INFORMATION OBTAINED FROM BOUNDARY AND TOPOGRAPHIC SURVEY DATA 434.01.000 PRESENTED BY LAW & ASSOCIATES. INC. PROJECT NO. U-06-402, DATED 2-06-20D3 AND BASED ON NG. 29 DATUM WITH A CONVERSION OF MINUS 0.903 FT. TO NAVD BE DATUM. Jab N. 434.01 606 of 20 ,,F o. m F DALE s ego, mL,o9a, DPoae� Jws� P�D-o6 of Dxo .1 DHA — PI. 12o ),aw C- i,nl 2121 AI R- —1 _ 190 14D oµ $ III S 0 0 o w E ST NG GRO D [OPFS rR an SWH 12o 0 s ur nw lio z dyo UWw 0o too -80 -50 -40 -30 -2D -1D D 10 2D 3D 90 50 BO POND 6ECA-A N.T.S.14. Q MA f ro�o roo �co two Mu�w ouo o ecreM 11D EXISTING GROUND ...... NL 5[OP[5 1 Q -- - _ 12D COMPACTED FILL ... 120 1DD 100 4 -100 -90 -BO -70 -BD -5D -90 -30 -20 -10 0 1D 20 30 9D 5D BO JO BO 90 1DD 110 120 130 PORL N.T.S. 9EB-B t►� n Q O M� � age 3 Nag � g�v SCALES: o s HOR120NTAL: 1' = 2D' CO rn VERTIGL: 434101.000 Jab No. 434.01 C-07 of 20 T1111 msro�[E 1HIll -11 , oPoae�Jwg�P�o-o�o� D�No .o 1-- PL. 12-1,1, - aoNsnl 2121 �seomRoea,� � �odoly. LLB. - a Rs v R- —1 _ - - — ,! \j§ )§/ § � § ; § � THIS SHEET INTENTIONALLY LEFT BLANK (j § VH � 2■ ( ■ § )- �B ( k � § \ ;■!!!||||� ! ;!• , 5. | 434.01.000 c8mm s wu w wu wu [ONTRD.1"SEE NDTE S 8 T ET SHEET _ 9 t0 p� icvonn'�s OLD SILVE STAR ROAD - ' U Q vein U W ve c B 12 EKSTw ewc xx W aev -D s,- c --wu-----w----wu _ R 4' ➢LP. VA L�� /,DDT STANDARD AY, PLANS TG n / IN- ------ ° __ �VP� 16 t S DPEN CUT B B / l RDA WAY REFER TD F➢DT. ; I ®• ZJ� �' / A J 1 STANDARD PLANS I ] I NDEXX.3 ]25 DO3. ' PROPOSED DRAINAGE SEE NOTES 6 A ➢ Fl r W / NOTE^ ] TH]S SHEET PROPOSED P40�OSED RETEA'TIONAREA p2 V I? PROdEMEMS TD BE DEDICATED AND/OR MAINTAINED BY THE CM SHALL BE IN CONFORMANCE 5y 1 STORY t STORY WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND DETAILS. FINAL PLAN F -- Io BLDG 400 BLDG 500 / APPROJAL ODES NOT PROW DE EXEMPT ON TD THESE REOU REMEMS J S I ARCHITECTURAL BLDG ARCBITECTU4A_BLOG ANY OEVIATON FROM THE CIM OF DCOEE ENGNEERNG STANDARDS MUST BE APPROVED N WRITING k STYLE 'BB E D STYLE'AA o / / / 2 PR OR TD CONSTRUCTION F ' �TRANSFDRNER • / w14t9US 2 91 '.I FI � 956 ® •® 5 � . ;F PROPOSED 1ST • PROPORYD IT gRCHI BECTURAL BLDG - 1 1 w l Q SLOG 20D4Y0 ARCHITECTURAL BLDG STYLE STYLE •:9,• JU 1 PULL 2 1 X tt �Mx 4 ^'xFIRE 9 2P c CONDUIT 4 I I s 1 9 m I` d. •-I lu 15 CDNTRD G TE'f • SEE NDTE 15d / 2w'zS ,. 7 0 3 8 THIS SHEET _ TRANSFDRMER� L -- PROPOSED i STORY COMJAONSBUILDING 100 FxE� ZJ / ARCHITECTURAL STYLE Chi OP iH �TRANSFDRMER ,.. BLDG I I 0 \ / LEGEND: 9 —� = PROPOSED WATER MAIN - PROPOSED DRAINAGE \ \ RBTENTIONARBA 11 _r« = PROPOSED FIRE MAIN \ ss PROPOSED SANITARY SEVER \ r• PROPOSED FORCEMAIN PROPOSED BODED COMMUNICATIONS PROPOSEDUNDERGROUND ELECTRIC I v= PROPOSED FIRE HYDRANTS I = PROPOSED FIRE DEPARTMENT CONNECTION (FDE) J/ III VALVES ® PROPOSED GREASE TRAP U - PRDPOSE➢ SANITARY CLEANDUT QO = PROPOSE➢ SANITARY MANHOLE ® = PROPOSED WATER METER OP PROSE➢ BACKFLOV PREVENTER 1 = PROPOSE➢ ROOF DRAINS PROPOSED ELECTRICAL TRANSFORMER PROPOSED BACTERIOLDGICAL SAMPLE PORT po q = PROPOSED LIGHT POLE Jj • --=ao E%]STING VATERMAIN — _ _ _ — EXISTING F." AIN AI EXISTING RECLM VATERMAIN EXISTING GAS MAIN = EXISTING POWER POLE EXISTING BURIED COMMUNICATIONS UTILITY SCHEDULE WATER 4 FIRE MAIN MARK DESCRIPTION 1 4. 45' BEND, MJ, RJ 2 2' X 4' TEE. MJ. RJ 3 6' 9D' BEND. NJ. RJ 4 4. 9D' SEND, PVC 5 S' X S' TEE, MJ, RJ 6 2'x 2' TEE PVC SW J 6. 45' BEND, MJ, RJ g B' X 4' VM SERVI[E SADDLE V/ A -GATE GATE VALVE BOX, NJ,, RJ 9 FIRE ➢EPT CONNECTION (FBC) 1D FIRE HYDRANT ASSEMBLY ] 125D GAL GREASE INTERCEPTOR (GTt) 12 13 B' X B'FIRE SERVICE SADDLE V/ D' GATE VALVE B BOX, NJ. RJ B' ROUBLE CHECK DETECTOR ASSEMBLY 4 2. AD' BEND, SW 15 5' X 6' TEE, NJ. RJ 16 4' X ♦- TEE, NJ, RJ 17 2' METER V/ RPZ BACKFLOV PREVENTER ASSEMBLY 16 S' X 6' REDUCER, NJ, RJ 3. THIS PROJECT INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION SHALL INCOPORATE WATERSENSE PLUMBING FIXTURES AND ENERGISTAR APPLIANCES AS REQUIRED W CHAPTER 175 OF THE CITY OF OCOEE CODE OF ORDINANCES.Y 4 EMERGENCY ACCESS AND FIRE ACCESS CONTROL WE SHALL BE EDU PPED WITH A CURABLE LOCK, F CHAN, OR CABLE FOR IMMEDIATE EDAM DURING EMERGENCIES. 5 ALL OUTSIDE ELECTRICAL CABLE AND TELEPHONE LNES, IF PRWDED, SHALL BE BURIED DERGROUND 6 CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ]. THE RDA AY SHALL BE MILLED AND RESURFACED 25" ON BOTH SIDES DF THE OPEN CO. ANY STRP NG AFFECTED SHALL BE RESTORED AS WELL. B GATES SHALL BE EOU PPED WITH DUCK TO EWER OPERATOR TO ALLOW EMERGENCY VEHICLES FAST ACCESS. RB $ Q§ �mOng i O m � W 0 w W f e g 434.0T.000 Joe N.- Graphic Scale 434.01 V ' 40' C-09 of 20 2 Z' CUT AND REPLACE CURB AS-77!\i NECESSARY —1 11 11c I lllll� p— I P-11 I pl, P-11 11 pl, I— 1 (1-1) "I'l 1.1-) N—) N6 1-11 11c ll'�7 CO STRUCT �DPEN CUT DROP MANHOLE I ROADWAY 7 z WVI 14D 141 I lyg d d d d d d d d d d d d d 35 13(s 8 JOHN) SHORES DRIVE all ,.so 1. 4 IN ::: p p- — — — — — — — — — — — — 12. 127 12D 1-IN 4 NC BT EX. 12-IN WM EX. 2-IN 124 -Ll2L0lDQ 1100 2100 3100 3175 4-IN —E 123 t P-11 11 PIE 122 14D 140 140 140 121 0 12. 2" 2 CLEARANCE C �E, 120 d d 135 Im 1. Im 2 r 5 1-7 117 cTl EX. 35-IN RC 114 125 125 o '6 C, V 0, C". 113 113 2 1 0 2 1 L .65 o'oo 0 OSCALES:: HORIZ AL. 1" 10" VERRCAL� 1" 4" SCAUS: HORIZONTAI-w 4 11111 4"' VERTI� I 12(s I � 120 120 0 Fift N.. 434.01.000 No "3'4 o L-0 1— C-10 of WSI BEVELED ti ROUND CORNERS 1.5' R L LL CONCRETE SLAB, 3" THICK SODJ REINFORCED WITH NWF 6z6-WI. WI.4 TOP VIEW -SINGLE PIPE IF9 BAR 5 ESS THEN D F'VCER TO BE INCLUDED EN UNIT PRICE f T MITERED END SECTION) .SLOPE: ALL STORM PIPES SECTION SHALL HAVE 4 ER UNLESS OTHERWISEOSHOWN. RCP CROSSDRAIN CONCRETE MITERED END SECTION NOT TO SCALE HALL CONFORM NON- J \ L6" GROUT(BRICK EXCESS STORM PIPE SPACE AS NECESSARY) CLASS I CONCRETE NOTM N. WALL THICKNESS SHALL BE FIVE (5) INCHES DR 1/12 THE INSIDE DIAMETER. 2. MANHOLE TO BE INSTALLED WITH 24" RING AND COVER UNLESS OTHERWISE SPECIFIED. 1. FILL ANNULAR VOID BETWEEN PIPE AND PRECAST WALL SHALL BE FILLED WITH NON -SHRINK GROUT AND FLUSH WITH MANHOLE WALLS. FILLER BRICK MAY BE USED FOR EXCESS ANNULAR SPACE BETVEEN PIPE AND WALL OPENING. STANDARD PRE -CAST STORM MANHOLE FOR DEPTHS 5 FEET OR LESS NOT TO SCALE D.25" PLATE ALUMINUM ANGLE BRAX S $ q._q. W. 3 -0' ALUMINUM _ O 0.25• ALK O = PLATE W� SKIMMERU O vO x io 29" RCP WEIR EXTERIOR MOUNT SKIMMER BOXMd ADD 1'-0' WIDE NOT TO SCALE NOTCH AND SKIMMER FOR DISCHARGE STRUCTURE D.25" THK. / " U PLATE ALUMINUM OR FIBERGLASS SKIMMER FOR STEEL GRATE PANEL SKIMMER DUTLET CDNTROL GRATE EL. 12J.50 PLATE PLAN EXPA DIA. SS STUD TYPE � EXPANS ON ANCHOR W/ NUT q'-q• WEIR EL. 126.50 k WASHER. EMDEDED DEPTH F 5 3/9" � }/9" 2. MIN, INSTALL PER V I4y-III--3-D"�II-HI EL. 1260D MFGR RECOMMENDATIONS. , INWTONS O STEEL -`', V b CARAT r E DRAINAGE FACILITY 2" Cl.,s SIOE SLOPE N EYE BOUTS r. See MOT 1— 925- I . OUT O 129.50 CLASS t CONCRETE #4 EARS n= t GROUT SLOPE 12- CTRS. OUTLET STRUCTURE W/ COLLAR DETAIL SECTION NOT TO SCALE s MODIFIED TYPE IF OUTLET CONTROL BOX •DEW ° BODE BO% m— NET TO SCALE BMt +O°LY'"Lw,no ©ELneiuu BO sTTMwix O LEx ®sxux'E°RPE°v Oe sX 8 u`luslii W SEE MOT INDEX NO. 425-DD1 FOR STRUCTURAL DETAILS Li o all STANMRD CMU EMBEDDED IN SLAB �Oa o e 1/2 DEPTHOF FCONCRETEBLOCK N(_CA Q D FIL wl ° 1�2 IS 21 OVARE IIES H 6 CURB( Lo' Eifi� cS 23 NOTE: t. BLOCK CONFIGURATION VARIES ACCORDING n TO PIPE SIZE. ENGINEER TO FURNISH » m m CONTRACTOR PLACEMENT OF CMU'S PRIOR TD POURING CONCRETE. BUILDING EDGE �u eW:R� �I� SDLI�500 u xgO DRA BOTTOM w,a .A INV. OF PAD TO =1L-ILL-ILL-IIIWIIEL '-0" ttP. J iw FLOWCHANNELT �" PVC SOIL AND DRAIN PIPE a0 6 n 4 Df PIPE 11 F.F.E. WITH VERTICAL PERFDRATIDNS y Q J _ LANDSCAPE EDGING L4 V+v° Eo @ DRAINAGE s [ ip pxxx n DRA BOTTOM a a 6 L U w p Rg A O N 7w 6 6" THICK`, �j 6" 2'6" WIDE 6" DEEP N57 0) —I I- CONCRETE`. GRAVEL/ STONE PERIMETER, _ma dy PAD W/ TYPICAL. F 6"e6' (wp.) BAR FILL DR NATURAL SOIL a 2'-0" ttP. SPLASH PAD WITH FNFecv olsSlPnToes oFTnIL TRENCH DRAIN DETAIL SECTION a34�ot000 N.T.S. NOT TO SCALE NOTES: 1. GDORGINLANDSCAPE A#57N- GRAVEL/STONE PERIMETER WITH 434.01 LANDSCAPE PLAN -TYPICAL. • a s n' IMO[CSSi PR a +/. a ve• _STEEL yr HE xL e UY/n .'I/V ICUL PLAN PPRG.NEI ffi o P`RE��s'1 s y+• c s s s/+• c P a+ s ]/+' FREFwnT a ] ]/+' PREfA9T 1 _ ( mn i Erl+Ct P SECTION w/a TYPE 'C' INLET NOT TO SCALE o T ^� RMsmes w PLAN i Ne' PncmP, s i%+' nmoM n wC _ 0 I+ ^°` 20 B8 t •r � _ F 8 �snomimn)15 � _ _ SECTION ' . 1/+,s/Le. TYPE IF INLET IC�III I� TYPE 'V' INLET NOT TO SCALE BACKFILL, STONES SHALL BE ND GREATER THAN 3" DIA IN ,ITS. TRENCH BACKFILL: )MMON FILL COMPACTED TO 95R (98RUNDER ROADWAYS) OfMAXIMUM )ENSRY AS PER AASHT0 BO INITIAL BACKFLL PIPE BEDDING' SELECT PPE LDMMON FILL COMPACTE TO 95Z OF THE MAXIMUM DENSItt AS PER AASHTO BO BOTTOM OF EXCAVATION TRENCH BOTTOM WIDTH PIPE D.D. 2', MA1D M PIPE D.D. ♦ 1•, MINIMUM A 2.]5' � A MANHOLE }L� PIPE fLD.Y GROUT USE US f 621] f27 IR GRAY[[ PLAN ST ESS (]] ]/B z2] ]/8") PIPE N CLAMP STE`E�L[ g�[ ... ,.' 4.04" 2' 4 G9" CONXNECT CON CCTDR FLEXIBLE CONN. DETAIL 1.w• 3" 5.04' SECTION � S.09" 2" 2 5 " 1.s 1 NYARDCDRA NNSTRUCTURE MAT BE SUBSTITUTED WITH 24" ROUND PEDESTRIAN H 10 DVANCED DRA NAGE SYSTEMS, NC 2 CONTRACTOR SHALL DETERMINE AND BENDS" TO COMPLETE THE DRANAGE 3. PRECAST CONCRETE CATCH BASINS FRAME DETAIL WITH NYLOPLAST PVC DRAN BASINS GRATE, AS MANUFACTURERD UNDER HLLARD. DH NSALL ALL NECESSARY -.TES, TEES, AND SYSTEM CONNECTIONS AS SHOWN ON PLANS. SHALL COMPLY FDOT CLASS CONCRETE WITH AS MANUFACTURED BY MACK UTILITY VAULTINC. OR ENGINEER APPROVED SUBSTRUTDN A. FLEXBLE CONNECTOR SHALL BE KOR N SFAL SYSTEM WITH NEOPRENE BOOT AND STAINLESS STEEL CLAMPS AS MANUFACTURED BY THE DUKDR CORPORATION OR APPROVED EDUNALENT FLEXIBLE CONNECTOR SHALL BE USED FOR CONNECTION THE EX SING INLET AND THE PROPOSED CATCH BASINS YARD DRAIN DETAIL NOT TO SCALE NATURAL GRDUND \\ IUNCXEI;e U V� m PVC PIPE PIPE PVC INJECTION MOLDED W L ST 95 FITTING e Q s BACKFILL COMPACTED TO O ¢ 1 P Df PIPE. 1�PVC . EPJC PPE ASTM 3039, SDR35 AND FITTINGS SCH 9D. FITTINGS YHT BE SUBSTITUTED WITH ADVANCED DRAINAGE (A�4 (APPROX BD% RD SYSTEMS,INC.NYLOPLAST) INJECTION MOLDED PVC FITTINGS, OR ENGINEER APPROVED SUBSTITUTION. PROCTOR. o PROCTOR, MSHO Q i T ") PPE BEDDEPVC ROOF DRAIN DETAIL WITH CLEANOUT D N SANG, GRAVEL OR NOT TO SCALE NOTE, 1. BEDDING AND BACKFILL WITH SELECTED MATERIALS TO BE PLACED AND COMPACTED IN 6" LIFTS, UTILIZING METHODS AND EQUIPMENT APPROVED BY ENGINEER. 2. WHERE BACKFILL IS PLACED BELOW THE WATER LEVEL IN THE TRENCH, THE BACKFILL MATERIAL SHALL BE CAREFULLY AND UNIFORMLY RAMMED AROUND BOTH SIDES OF THE PIPE TO PROPERLY BED AND SUPPORT THE PIPE. NO SPECIFIC DENSItt REQUIRED UNTIL THE FILL HAS REACHED A LEVEL SIX INCHES ABOVE WATER TABLE AT WHICH ELEVATION AND ABOVE ALL BACKFILL SHALL BE COMPACTED AS SPECIFIED. STORM DRAIN TRENCHING, BEDDING AND BACKFILL DETAIL NDT TO SCALE NDINjECTION MOLDED FITTINGS ARE -SUE BLE IN TEES, WTES, REDUCERS, 46 BENDSAND BELL/BELL COUPLERS. • WT INJECTION MOLDED FITTINGS AND WIT PIPE CAN BE SUBSTRUTED FOR WATER TIGHT APPLICATIONS -INJECTION MOLDED INSERT INJECTION MOLDED, WYE (OR INJECTION CASKETED SPIGOT BY BELL' REDUCERI INJECTION MOLDED WT TEE FITTING SST 45 BEND + .INJECTION MOLDED CONNECTION ST 9V BEND -ADS N-12 ST PIPE(1YP) Nm 1. DETAILS AND MATERIAL SPECIFICATIONS PER ^WANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL. 2. PVC ASTM 3034. SDR35 AND PVC FIRINGS MAY BE SUBSTITUTED FOR ADS DRAINPIPE. HDPE ROOF DRAIN DETAIL WITH CLEANOUT OPTIONAL NOT TO SCALE A- S @W@ aN-•U� EE JiW NJzw $ D_ U wo O R GOOGO SO 3 w C N Ta i. 'aegis 434.01.000 434.01 2 IN mI m UNLESS 3 HAND FORT FOR STRPNG WIDTH 6 PANTED HPEDOW PAVEMENT SYMBOL OPTIONAL SHOW ON PLANS. DAP SIGN FACE SHALL CONFDRM TO STANDARD PLANS70D-10 INDEX XOD 102 SIGN RP 20 OB AND RP 22 D6. oT� oI�R=2•INSTALL 11 SIGNS HANDICAPTHIS �SHRWN ON TH S SHEET �R=2" 1�_O�� SIDEWALK FACE DF WHEEL STOP 2' 1 -0' SIGN DLDRS DNCRETEWH EL STOP TOP BOTTOM MIN LONG. FROM SIDE UH D BLUE GTE BUCK WHITEOE m I 2T- LfIR@ WHITE 12' B�.' ACCES4B�E 5 TYP FOR W€fl ACCESSIBLE HANDICAP PARKING VAN ACCESSIBLE DETAIL N.T.S. HANDICAP PARKING DETAIL N.T.S. 2" ON DALVAN ZED ml STEEL PPE - PRW DE WELDED WATERTIGHT DAP. PARKING BY DISABLED PERMIT ONLY FINISHED GRADE VAN ACCESSIBLE R=2" T FINE of -0' BAA CONCRETE SE $250 MAX 1 O" 1. TOP PORTION OF SIGN SHALL BACKGROUND WITH WHITE REFLECTIVE 2. BOTTOM PORTION OF SIGN SHALL BACKGROUND WITH BLACK LEGEND U 3. ACCESSIBLE PARKING SIGN SHALL STATE AND LOCAL CODES AND 4. HANDICAP SIGN FACE SHALL CONFORM HAVE A REFLECTNE BLUE SYMBOL AND BORDER. DAVE A REFLECTIVE WHITE N BORDER. CONFORM WITH CURRENT REGULATIONS. TO FDOT STANDARD PLANS INDEX 7DO-1D2 FOR SIGN R 2D-DB AND HP-22-06. HANDICAP ACCESSIBLE PARKING SIGN N.T.S. BROOM NISH PER F.D.O.T. STANDARD SPECIFICAFITIONS SECT. 522 TOOLED EDGE WIDTH VARIES, SEE PLAN ASPHALT 9" CONCROR APPROPS11 . CROSS SLOPE 1! FIN RETE ETE (0D VED /NIN EOUNALENT REINFORCEMENT COMPACTED SOIL CONS &R CONTINUOUS Y�� 1fIC1TES . SAW CUT SIDEWALK AT 5' INTERVALS. CUTS TO BE t/B" WIDE z 3/9' DEEP. 2. INSTALL 1/2' PREMOLDED FILLER. EXPANSION JOINT AT 20' M... SPACING. SIDEWALK/PAVEMENT ABUTMENT DETAIL N.T.S. SIDE W�DE WALK DEETECTABLE WA RNNG .—ER SIDEWALKS R RAMPS / GANADAFRONTN ALSNLLACVESS SE SH ALL �y E DETECTABLE WARNING CDMPLYING WITH ADAAG 4.29.2 6' 2' . 2' ARMORS' QS �fi TILE BRICK RED �O 4�2B..3 DETECTABLE WARNINGS ON WALKING SURFACES. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NDMINAL 0.9 IN.. A HEIGHT OF OMINAL 0.2 IN AND A CENTER TO CENTER SPACING OF NDMINAL 2.35 IN AND SHALL CONTRAST USUALLY WITH ADJOINING SURFACES. EITHER LIGHT ON DARK OR DARK ON LIGHT. DETECTABLE WARNINGS N.T.S. OT �9 y ,�pS/ \ q 2' TO BACK OF ,F J PARKING AL CE (1TPIDAL) 1 ?H AS (TTP.) NI CL. �S• k9 BAR 10' LONG / (1W0 PER WHEEL STOP) TI s ISOMETRIC VIEW SECTION A -A PRECAST CONCRETE WHEEL STOP DETAIL N.T.S. WWWW��lIll!®!M!Nl99lIC® 9lj�lj$j$j q96 9y�@ 2" SQUARE POST = g SE CTIO*g'A-A" nl n 1 ALTERNATE U-CHANNEL POST SEAT IO;g'A-A" 1. NOTE. SIGN PoST SHALL BE WITH SQUARE GAI­VAKEEL (ZED STEEL. WOH MINIMUM 19 GAUGE STEEL (9 LBS. / 2. SIGN 1UT ALTERNATE GALVANZE ED STEELG 2 —/FL) 'A -A' TYPICAL TRAFFIC CONTROL SIGN N.T.S. PUN FOR 1­1 O 1 5'(MIN) TYPE SP-9.5 ASPHALTIC CONCRETE B" NMIN) LIMEROCK BASE LMEROCK BASE B (MIN.) LBR 10D. 98! MAX. DRY DENSOT (ASTM T-1BD) 12 STABILIZED SUBGRADE C 12" (MIN.) STABILIZED SUBGRADE, (MIN.) LBR 4D STABILIZATION MUST COMPLY WITH FOOT SPECIFICATIONS. TYPICAL MEDIUM DUTY PAVEMENT SECTION 5' - D" TYPICAL r MR00M FINISH f CONCRETE / N. CROSS SLOPE 1! I (}D00 PSI) TEO SOIL 6"X6"%10 W.W.N. 1 1. SAW CUT SIDEWALK AT 10' INTERVALS. CUTS TO BE 1/8" WIDEz 3/4' DEEP. 2. INSTALL 1/2" PRE -MOLDED FILLER. EXPANSION JOINT AT 2U' MAX. SPACING. TYPICAL SIDEWALK DETAL N.T.S. Quo Vms m o B" 2"R (r'P) sPEwLT 20' PAVEMENT WIDTH ���i� s m A Ott ¢ 1 - LINEROCK L BASE {off C STABILIZED SUBGRADE PROFILE GRADE NOTE. 1/2' EXPANSION JOINTS SLOPE GRADE SHALL BE PLACED THRU CURBS AT B B PER GRADING _ ALL RADIUS POINTS. PLAN MAX. 29. ) MPX. o 0 TYPE "D' CURB SLOPE 2 SLOPEE N.T.S. VARIE_ S ` 1 VARIES �S d y s44� dfi�oc�S'r �3 O m�. 3 TYPICAL hcmm STORM STRUCTURE 8=� LOCATION O DESCRIPTION. J N J iO. 1.5" TYPE SP-9.5 ASPHALT SURFACE COURSE 0 y n i Q 2O. B" THICK LI TO A D BASE TO BE PLACED IN ONE LIFT, IM BE M. t! W+ m COMPACTED B A DENSITY NOT LESS THAN 9B! OF M4%IMUM, AS p w p DETERMINED BY PASHTO T-160. � p O N 6 w 3O. B" STABILIZED SUBGRADE MIN. LBR=4D ma b� B" RIBBON CURB a!�m TYPICAL ACCESS DRIVE SECTION BETWEEN BUILDINGS NOT TO SCALE 434101.0Do 434.01 1333' Q ' p a p a GENERATOR p ASSEMBLY p CONCRETE PAD a a Q B" CMU WALL O O G p Q SOLID WASTE DUMPSTER PROVIDE A LOCKING PIN AND HASP FOR MIN. 12' CLEAR OPENING GATE CLOSED AND OPEN POSITIONS, EACH —E. SEE ARCHITECTURAL PLAN SHEET A2.S.0 SITE DETAILS FOR ADDITIONAL DETAIL INFORMATION SOLID WASTE DUMPSTER PAD NOT TO SCALE 3 's Y 0 Y -� III-,"^� l IIIIZigi,€- 111W"UI-�'11 11 4" CONCRETE PnD I— PSI) p COMINUDUS I' B. COMPACTED SOIL �t2 �A2'�- BICYCLE RACK SC NOTES NOT TO ALE 1) BICYCLE RACK CAPACITY - 5 BIKES/RACK (TIND INGROUND MDUNT RACKS REQUIRED) 2) LENGTH 1". HEIGHT 11" 3) GALVANIZED, STAINLESS, DR POWDER CDATING (REFER TO ARCHITECTUAL MATERIAL SCHEDULE) 4)2-1/B- OD SCHEDULE 40 STEEL PIPE 5)RACK TO BE DERD MODEL RR2H RDLLING RACK OR ENGINEER APPROVED SUBSTITUTION. 6)BIKE RACK SHALL BE BLACK IN COLOR. T)SEE SITE PLAN FOR PAD DIMENSIONS, _ i g La COVER d FRAME G" CONC. SLAB VO/CCW 12" SOLID BAFFLE OR CONCRETE BLOCK -3, 24" DM. MANHOLE - n TRAFFIC LID COVER d FRAME - TEE SEE SITE PLAN FOR PIPE SIZE AND I ERT ELEVATION TEE LB. J w B NJzs gg J] � y n 3 Oy R . - SEE SITE PLAN FOR PIPE SIZE ¢ r M @@ v rv- o s AND IION 9" CIAMINIMUM UM GO tJ � 2/3 L 1/3 L SOLID BAFFLE OR CONCRETE BLOCK a aN 434101.000 L 102 LONG RAD. ELBDw (SAME saE AS INLET) GREASE TRAP III N1. K1. 434.01 G14 of 20 x�o } 0 EE¢6m ppp 9 all --------------- CO N P w C N rna aN 'a^�s 434101.000 434.01 G15 of 20 o=� dtz t , R e J ,NOwEevons w x, m w. eoexrz nra _- — -_ SANITARY SEER SERVICE COMMERCIAL CLEAN-T IS e, a,ere.xs ,.n �''" -e sewoo ow ..mn rmo b-1 2.2.1 —2/./l8 £ v=o-o 0 L� c O v .....,...u. oa>E ea,ess srx e. �.a oac ass scat un o0.e ass oa>E s� ss suE .r, y YJ�U W ZZ N 0 °'J6i g rii`': Qg0 2 om 3k � o� e � o of UH No. 434.01.000 lob No. 434.01 C16of 20 o�a� ha�sl.aw9 : �.> 2 , 2—P9ro —�..�. 1 w,o��.,,,. 111. — a R9 �, R1e�a s a ows duo .fi � sa o. s f � F � � o ® � m i W" p R O = c � _ s m Y y ppa �•. _...,, , --+a deb oN ¢ i Fie Na. 434.01.000 lob No. 434.01 CG17 of 20 11— I—LI 12—).l,.9 : l— 9 , 2— 1 w,o��a,e,. LLI. - a R9 - 1-- ? OLD SILVER STAR ROAD Op EMPORARY CONSTRUCTION s .irar veuervr ENTRANCE m r c r.. s FENCE / I- 1/ L R rJ` CHRNNELZED RUNOFF RETENTION AlEl R_4#3'2 KEY NOTES' I / REFER TO DCAL RA i/ - REFER TO DETAIL JOHIO BAY REFER TO LDETAIL CE: DRIVE y a /, REFER TODETAIL LT J/ 5 CONCRETE w REFER TO DETAILOM a p h' I 13 J L E� S EROSION CONTROL NOTES W : / LEGEND: 1 DS ERDN CONTROL DEVICES SHALL BE INSTALLED PRIOR TD ANY EARTH EXISTING MAJOR CONTOUR _ EXISIINC MINOR CONTOUR F _ DSTURB NG ACTNIIY SED NEM CONTROL PRACT CES SHALL BE FUNCT OVAL .j THROUGHOUT EARTH DISTURBING ACT— AND WILL REMAIN N PLACE UNTIL 5*" ANDINGX DIMING SPOT ELEVATION FINAL3 0 s \� - ,� • cff OPO R PRDTECTNE GRADING SHALANDSLL INSTALLED AND MAINTAINED FOR THE PERIOD ��b� PROPOSED CONTOUR n' R OF THE BEGINNING WITH THE COMMENCEMENT OF ANY PHASE OF 3 I CLEARNG OR BUILDING OPERATONS, AND ENDING WITH THE COMPLETIONOF WATERSHED BDUNWM UNE THAT PHASE OF THE CONSTRUCTION WORK ON THE STE, UNLESS OTHERWISE 1 .. APPROVED TO BE REMOVED BY THE PROJECT ENGINEER.AL PROTECT IVE f CHNNNELRED FLOW gRECIDN BARRIERS SHALL BE INSTALLED PURSUANT TO SECTION 309 OF ALL CRY OF RUNOFF FLOW DIRECDON OCOEE ENO N ER G STANDARDS MANUAL. FOOT STATNMRDS AND FDEP E N e QCi` STORNWATER EROS ON k SED MNET CONTROL PROGRAM k MANUAL DR OTHERROOF DRAIN DIRECTION _ - u METHDES APPROVED BY THE PROJECT ENGINEER. 1 BARRIERS ARE TO BE HIGHLY VISIBLE WITH BRIGHTLY CDLDRED ALL WEATHER -EXISTING INLETS AND PIPES MESH MATERIAL DR EQUIVALENT, AND THE STAKES SHALL BE NO MORE THAN PROPOSED INLETS AND PIPES G 10 FEET APART `\ e ✓� �/ �/ �P A EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AS REQUIRED BY THE ._ = MITERED END SECTION AND RIP -RAP _ CITY OF OCOEE AND THE SITE SHALL BE MAINTAINED FREE OF EXOTICS N PERPETUITY BY THE PROPERTY OWNER NO EXSTNG NATNE VEGETATION WILL = SILT FENCE \ p BE RETAINED WITHIN THE CLEARING LIMITS AS INDICATED ON THE PUNS 6 DOUBLE SILT FENCE SILT -FENCE MP) z S. ALL STORN SEWER INLETS SHALL BE PROTECTED WITH FILTER FABRIC DURING CONSTRUCON SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STDRIM Ia? m SYSTEM WITHOUT FRS' BEING FLTERED _1 NTION r,REA�C S. THE CDMR% DR WILL BE RESPDNSBLE FOR THE MAINTENANCE AND REPAIRS OF ERICSON AND SEDIMENT CONTROL DEUCES INCLUDING THE REMOVAL OF SLTAT DN ACCUMULAT DNS ON SILT FENCE ) POLLUTION CONTROL MEASURES SHALL BE INSPECTED MLY WRITTEN WCUMENTATON OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR (j DAYS AND WITHIN 24 HOURS OF A RAN EVENT OF 05 INCHES OR GREATER 'd k' S. THE CONTRACTOR SHALL MANAGE ALL SDL TRACKING. ACCESS TO THE SITE o 0 SHALL BE FROM TEMPORARY CONSTRUCTION ENTRANCE. LOADED HAUL TRUCKS TD BE COVERED WITH TARAPAULN O n 1. 9 VEGETATION TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. �< w ID. ALL BERM ELEVATIONS TO BE MAINTAINED DURING CONSTRUCTION. IV f tL " g 434.01.000 Graphic Scale No. 434.01 1' = ao C-18 of 20 1.D SITE DESCRIPTION 3.0 MAINTENANCE A THIS PROJECT CONSISTS OF CONSTRUCTION OF FOUR (4) MEMORY CARE RESIDENCES, ONE (1) ADMINISTRATION / THE CDNTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CDNTRDL CDMNON AREA BUILDING AND ASSOCIATED PARKING AREAS AND STORMWATER FACILITIES. DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REDUIRED FOR THE CDMROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL W B. R SOIL DISTURB UG CTv TES THE CONSTRUCTION OF ATHE ITSTDRYTVATER PONDS AND RELATED STORM SEWER SYSTEM AND UTILITIES AND BE INCLUDED IN THE PROJECT COST. PARKING LOT CDNSTRUCTION. THE FDLLONING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: C. ARFe F<TIwTFA TOTAL PROJECT AREA: 8.918 ACRES A. ALL MEASURE5 WILL BE MAINTAINED IN GOOD WORKING ORDER. B. If A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. MING OF SEDIMENT - CONTROL PRACTICES TIMING 1. EROSION CONTROL DEVICES AND BARRICADES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTNITY C. ALL POLLUTION CONTROLS SHALL BE MAINTAINED AT ALL TIMES. D. BUILT UP SEDIMENT WILL BE REMOVED FROM STAKED SILT FENCE WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE SILT FENCE. - �?$ AND WILL REMAIN IN PLACE UNTIL THE FINAL GRADING AND LANDSCAPING IS COMPLETE. 2. SEDIMENT COWRDL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH -DISTURBING ACTNITY. CONTRACTOR E. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL DEVICE. - rc Qyo� 3 IS REQUIRED TD PREVENT ANY SEDIMENT TRANSPORT FROM SITE ONTO AD.MCENT PROPERTIES. INSTALLATION OF EITHER BALED SYNTHETIC HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST F. REMOVAL OF SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPES OR STRUCTURES PRIOR TO THE COMPLETION OF CONSTRUCTION. REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 3. SETTLING FACILITIES. PERIMETER CONTROLS, OTHER PRACTICES TO TRAP SEDIMENT SHALL BE G. INSPECTED DAILY. AND INTENDED IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN SEVEN DAYS FROM THE START OF GRUBBING. 4. CONTRACTDR SHALL ESTABLISH AT THE INITIATION OF CONSTRUCTION A TEMPORARY CONSTRUCTION ENTRANCE 4.0 INSPECTION AND SHALL MAINTAIN THE ENTRANCE UNTIL THE AREA IS RAVED. ACCESS TO THE SITE SHALL BE FROM THE TEMPORARY CONSTRUCTION ENTRANCE. 5. THE SOIL THIS PROJECT FINE SAND, SLOPES, GROUP POLLUTION CONTROL MEASURES SHALL BE INSPECTED WILT. WRITTEN DOCUMENTATION OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR CATS AND WITHIN 29 HOURS OF A RAIN EVENT OF 0.5 INCHES OR GREATER. IN HYDROLOGIC A; GRESROUP AREA IS E MAINLY: LOGIC CHANDLER FINE SANG, 0-51f SLOPES, HYDROLOGIC GROUP A; CHANDLER -URBAN COMPLEX, 0-5R SLOPES, LER- HYDROLOGIC GROUP A. 5.0 NON—STORMWATER DISCHARGES E. STnaIUZATIou of uou STRuciuRAL PRACTICES DMATERING. IF NECESSARY. WILL BE DISCHARGED INTO TEMPORARY SETTLING AREAS. AREAS OF STABILIZED SIMILES ON SITE, PRIOR TO DISCHARGE IWO WATERS OF THE STATE. % 01 CDW L PRACTICES SHALL PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND DISTURBED AREAS SHALL BE RE -VEGETATED AS SOON AS PRACTICAL AFTER GRADING OR CONSTRUCTION. B THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL F F. oRA u9GE wnERus: THE SUBJECT PROPERTY IS UNDEVELOPED AND FORESTED. THE SITE HAS A GENERALLY FLAT TOPOGRAPHY WITH REPORTING AND RESPONSE. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED. CONTACT THE PROJECT ENGINEER. ; Q , 'S A SLIGHT RIDGE IN THE CENTER OF THE SITE SLOPING GENERALLY TO THE NORTHEAST TO A LOW POINT AND TO THE SOUTHEAST TO A LOW POINT WITH AN EXISTING 24" CONCRETE MITERED END SECTION. J Q mc ILJwT J c. N GE GENERAL, M TWO FOOT FLAT AREA AROUND BUILDING PADS BEFORE BEGINNING SLOPES. SLOPES NO C IL STEEPER THANM9lMUSLDPE TO MATCH PROPOSED GRADES. = H. f Q AREAS IF DISTURCANCE ARE WITHIN THE PROPERTY LIMITS OR AMCENT TO WHITAKER ROAD RIGHT-DF-WAY. ' f i 'j THATSOIL STUR NO AREAS OUTSIDE OF THE LIMITSOFCONSTRUCTION SHALL BE DISTURBED. d' J SEE SECTION Z.0 CDMROLS AND THE STORMWATER POLLUTION PREVENTION PLAN. K. ALL DISTURBED AREAS TO BE STABILIZED WITH SOD OR SEED AND MULCH AS SOON AS PRACTICAL. SOD ALL d DISTURBED AREAS FOR FINAL GRASSING UNLESS OTHERWISE NOTED IN THE LANDSCAPE PLANS. 2.0 CONTROLS A. 1. ALL DISTURBED AREAS ARE TO BE SDODED OR SEEDED AS DIRECTED ON PLANS. ALL STABILIZATION PRACTICES SHALL BE PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERWNEMLY CEASED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED a o UNTIL GROUND COVER IS ACHIEVED AND. IN THE OPINION OF THE ENGINEER. PROVIDES ADEDDATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY, AND TO SURVNE ADVERSE WEATHER CONDITIDNS. 2. LOCATION OF STAKED SILT FENCE: STAKED SILT FENCE SHALL BE PLACED AS SHOWN. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS. SILT FENCE SHALL BE USED AROUND ALL o LOCATION S OF EXCAVATED MATERIAL TEMPORARY STOCKPILED DURING CONSTRUCTION. CONTRACTOR SHALL O COLLECT AND DISPOSE OF ANY ACCUMULATED SILT OR DEBRIS ALONG THE BARRIER LIMITS. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. V w u m z 3. INLET PROTECTION: ALL STORM SEWER INLETS SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT EWER THE STORM SYSTEM WITHOUT FIRST BEING FILTERED. BEFORE REMOVING SILT CARRIER, CONTRACTOR Q sO R s ¢ SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT OR DEBRIS ALONG THE CARRIER LIMITS. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. 4 O p 4. THE CONRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED CLEAN PRIOR TO FINAL PAYMENT. 5. ALL CLEARED AREAS FOR IMPROVEMENT SHALL BE WATERED TO PREVENT WIND EROSION. G. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITWTION DEPICTED. BASED ON SITE CONDITIONS ALL DETAILS MAY NOT BE APPLICABLE TO THE PROJECT. USE APPROPRIATE DETAIL FOR THE SITUATION DEPICTED OR ENCOUNTERED ON THE SITE. B. WORuwaTFR w SURFACE FWILL BE COLLECTED THE PROPOSED DRAINAGE STRUCTURE FLOW WATER IN INLETS AND INTO AN ADJACENT DRA. ^fi d C. OTHER CC 1. WASTE DISPOSAL: THE CONTRACTOR WILL PROVIDE LOVER CDWROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZERS, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS o W La DETAILED BY THE MANUFACTURER. yy `Da u o c 2. OFFS TE VEHICLE TRACKING: LEADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. CONTRACTOR SHALL MANAGE ALL SDIL TRACKING. EXCESS DIRT ON THE ROAD SHALL BE REMOVED BY SWEEPING ANY SEDIMENT �= TRACKING BACK ONTD THE SITE WILY OR AS REQUESTED BY THE CITY INSPECTOR. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, AREAS WITHIN THE LIMITS OF CONSTRUCTION n '4i mo SHALL BE DAMPENED WITH WATER OR OTHER ACCEPTABLE MEASURES AS REDUIRED FOR DUST CONTROL, t' y mm 4. ACCESS SHALL BE ON EXISTING PAVEMENT. DUST AND SOIL TRACKING ARE MANAGED ON SITE AS MITT OF u ma`s NORMAL BUSINESS OPERATIONS. u x g 0 5. STATE OR LOCAL REGULATIDNS: THE CONTRACTOR WILL ADHERE TO ALL STATE AND LOCAL REGULATIONS. (� B. APPLICATION OF FERTILIZERS AND PESTICIDES: FERTILIZER AND SOIL STERILIZERS ARE PROHIBITED FROM USE. 09 J z w p YH. n 1. TOXIC SUBSTANCES: TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE ERA'S STANDARD PRACTICES. WJ i Q B. HAZARDOUS MATERIALS: THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE SUCH FOR PERFORMING THE CONTRACTED WORK. THE CONTRACTOR SHALL C 0 i0 C REQUEST, IN WRITING, WRITTEN PERMISSION FROM THE PROJECT ENGINEER. B. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) 0 LTa w bN FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE ON THE PROJECT. THE PROJECT ENGINEER SHALL a ti COORDINATE WITH THE OWNER PRIOR TO ISSUING WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE STATE DOES TREAT PETROLEUM PRODUCTS THAT PROPERLY CONTAINERIZED FOR W NOT ARE AND INTENDED EQUIPMEW USE ON THE PROJECT AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MSDS SUBMITTAL. 1D. KNOWN OR SUSPECTED HAZARDOUS CONTAMINATION FOUND ON THE PROJECT BY THE CDWACTOR SHALL T 434.01.000 BEMMEDIATELT REPORTED TO THE PROJECT ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN DR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. 11. THE OWNER DR DESIGNATED REPRESENTATNE ENGINEER WILL ARRANGE FOR INVESTIWTIDN, IDENTIFICATION, AND 434.01 REMEDIATION (REMOVAL) OF THE CONTAMINATION, AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL CONSTRUCTION ENTRANCE TO BE PAVED FROM EDGE OF EXISTING PAVEMENT TO RIGHT-DF-WAY LINE. 3o DNERSD RIDGE REQURED WHERE GR DE EXCEEDS 2% EXISTING PAVED ROADWAY 2� �FpTER 44TER FABRIC SECTION A -A SEDIMENT BARRIER VIHETIC BALE TYPE SHOWN) L, SPILLWAY NOTE: USE SANDBAGS, SYNTHETIC BALES OR OTHER APPROVED METHODS TO SUPPLY WATER TD WASH CHANNELIZE RUNOFF TO BASIN AS REWIRED. 4 WHEELS IF NECESSARY O COURSE AGGREGATE W. B" THICK ]_,DIERIIIN RIDGE W CONSTRUCT M ED TURNOUT c SD' MIN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING DR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-DF-WAY . DANY MEASURES USED TO TRAP SEDIMETHIS YHT REQUIRE TOP DRESSING, REPAIR AND/DR CLEANOUI F NT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-DF-WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STDNE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DR SEDIMENT BASIN. A. CONSTRUCTION ENTRANCE TO BE PAVED FROM EDGE OF EXISTING PAVEMENT TO R.O.W. LINE. TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE STAKES FIV&D BURLAP FABRIC WATER R NA SEDDW ENT DATE _ RH 0 ggi�pp p BURIAEP FABRIC , FABRIC SEDIMEM FILTER 1"Er' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A REIATNELT FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT TRAP NOT TO SCALE WIRTHP GRATE STAKED j TIC BALE CDMPACTED SOIL a —''ID PREVENT PIPIN —WUNOFF WATER WILLED =RH SEDIMENT I IIII uuul IUI111 I m� SYNTHENTIC BALES STAKESEPEWCALE SYNTHETIC HAY BALE SEDIMENT FILTER NOT TO SCALE NOTES: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR ONERIAND FLOWS (NOT EXCEEDING D.5 c1R) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECENING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. le 10 _ D'ALK Pro ur5 @Guff Curb @ GufterWT DHCN PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET WLES PROTECTION AROUND INLETS OR SIMILAR STRUCTURES RELATIVELY FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET DR OVERIAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECENING CONCENTRATED FLOWS. SUCH AS IN STREET DR HIGHWAY MEDIANS. NOTES: 3 FILTER a1. h MCR sl°Y1 DF Leo OR .1,70 PROTECT ACCEPTANCE BASS NOT RE ulXrc Tw•x Inlr FULL nT nxr ED nME) REWUuR GRATE REPAR FOR BAG ..... :MWAL FROM INLET\'� DEFLECTOR REOUIRED WHEN FILTER BAG USED ON EXISTING DUMP Loo 11-1 ED STREETS, DEFLECTOR SHALL BE PLACED SUCH THAT IT WILL NOT COMPLETELY CATCHBASIN OBSTRUCT STORM WATER FLOW FROM ENTERING VIA THE CURB OPENING. TLET ENSURE NO MORE THAN 25x OF CURB OPENING IS DESTRUCTED. SECTION INSTALLATION TYPE 'V' INLET PROTECTION NT.S. tot DOUBLE ROW STAKED SILT FENCE DETAIL NOT TD SCALE W l o v s oEA EDGE OF � a PLASTIC LINER (SEE NOTE 2) -FIBAGSLLED EDGE OF - :1 1 1 EARTHEN BERM z EARTHEN BERM PLASTIC LINER PLASTIC LINER TOP OF CUT .l ` PU C LINER t•_g^ PLACED UNDER BERM w OVER BERM ••_2••TOP OF 5 p^ (ENTRY SIDE ONLY) GRAVEL -FILLED I' 'I DRIGINAL B G GROUND - EARTHEN I3:1 n BERM SECTION B-B r NOT TD SCALE £ 6 o nB d z a ENTRY SIDES \`EARTHEN BERM OF WAS PLASTIC LINER FACILITY PLACED UNDER BERM PLAN (ENTRY SIDE ONLY) TYPE "EXCAVATED PIT" LETTERS A MINIMUM OFEIGNT P IC LINER PLASTIC ER 5" IN HOVER BERM OVER BERM EARTHEN BERM EARTHEN BERM GRAVEL -FILLED PLASTIC GRAVEL -FILLED BAG nsxou BAG LINER $NOT TD SCALE CONCRETE WASHOLR SIGN DETAIL EXCAVATED PIT CONCRETE WASHOUT NOT TO SCALE NOTES: 1. ACTUAL IATDUI DETERMINED IN FIELD. 2. INSTALL CONCRETE WASHOUT SIGN (24"X24', MINIMUM) WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST SO' FROM A STORM DRAIN, CREEK BANK OR PERIMETER CONTROL. A. CLEAN OUT CONCRETE WASHDUT AREA WHEN — FULL. KE 5. THE Y TO FUNCTIONAL CONCRETE WASHDUTS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN DUI. 6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER OF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING THE WASHOUT. T. A ROCK CONSTRUCTIDN ENTRANCE MAY BE NECESSARY ALONG ONE SIDE OF THE WASHOUT TO PROVIDE VEHICLE ACCESS. r� A cc 4341O1NO00 434.01 COTTAGES OF OCOEE I OCOEE, FLORIDA COTTAGES OF OCOEE I OCOEE, FLORIDA COTTAGES OF OCOEE I OCOEE, FLORIDA M1 ral no W5 M W_ to, I Date Published and Media Name 4C Lf—he—fts—t0ramc ulkies h mrsda ay --a -mm- _Zaum Advertisement or Article FI&ST INSERTION CITY OF OCOEE NOTICE,OFPUBI1C HEARING LARGE SCALE PRELIMINARY/FINAL SITE PLAN FORMEMORYCARE COTTAGES AT OCOEE CASE NUMBER.- IS-2020-010 NOTICE IS HEREBYGIIVEN, pursuant to Article rV, Section 4-SA(4), ofthe City of Ocoee Land Development Code, that on TUESDAY, JUNE 9, 2020, at 6:30 p,u' or as soon thereafter as practical, the OCOEEPLANNING & ZONING CO=ION will bold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 160 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/Final Site Plan for Memory Care Cottages at Ocoee, The property is generally located directly north-west of East Silver Star Road, south of old Silver Star Road, and eastofJohio Shores Road, Theparrel identification number 1$ 16-22- 28-4?716-00-130, and is approximately 6.92 acres in size, The Applicantis proposing to construct an Assisted Living Facility (ALF) that consists of four (4) It,743 s,f, buildings for occupants and a 7,751 sX, commons building. The buildings will have a combined total of96 beds, Interested parties are invited to be heard during the public hearing portion of the proposed Actions above. Due to the current State of Emergency regard- ing COVID-19, City Hall is closed to the public; however, the City requests the public to call or email comments and/or questions to 407-554-7118 or citizens@ ocoec.org. Ibis notice is given pursuant to Article IV, Subsection 4-9 B. (1), and page I80AA3 of the City of Ocoee Land Development Code. A copy ofthe ap- plication and the City of Ocoee Staff Report maybe examined upon request by phone or email through t1m Ocoee Planning Department at 407-905-3157 or e ruriv 'ra@owee,or& The Ocoee Planning and Zoning Coratnission may contin ue the public hearing to other dates and times, as they deem necessary. Any in- terested party shall be advised ofthe date,5, times, and places ofeantinuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published. You are advised that anyperson who desires to appeal any decision made at the public hearings 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 the testimony and evidence upon which the appeal is based Persons with disftbilities need Ing assistance to participate in any ofthese proceedings should contact the City Clerleg Office 48 hours in advance ofthe meeting at 407-905-310& May 28,2020 20-02082W 'Development Servce New Development Update 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 & Status General Location Project Description CRISP VARIANCE 1286 Dusty Pine Dr. Variance request to the 20-foot side front Approved at the June 2, Parcel# 05-22-28-2854-00-860 yard setback from privacy fences to allow for 2020 City Commission .26 acres a 10-foot setback meeting. Commission District 1- Larry Brinson, Sr. FOUNTAINS WEST COMMONS PLAT (AKA SUMMIT SELF STORAGE) 3 Lot Commercial Plat. A replat of Lot 8, 255 Fountains West Blvd. Fountains West Placed on hold by Applicant Parcel # 06-22-28-2856-08-000 11.73 acres Commission District 1- Larry Brinson, Sr. GREENS AT FOREST LAKE PHASE 1 & 2 2291 West Road Large Scale Parcel# 05-22-28-0000-00-017 Preliminary/Final Subdivision Plan is Under Construction l . 14.10 acres proposing 198-unit two-story Townhome with West Road a max living area of 1,500 SF. Parcel # 05-22-28-0000-00-043 14.97 acres Commission District 1- Larry Brinson, Sr. INNOVATION MONTESSORI SCHOOL PHASE 3 Small Scale Site Plan Phase 3 for a 9,753 16 10 N Lakewood Ave. square foot building and is proposing a Pending Submittal from Parcel # 07-22-28-0000-00-054 soccer field Applicant 20.16 acres Commission District 1- Larry Brinson, Sr. I Page NICOLE BLVD SUBDIVISION Nicole Boulevard Parcel # 08-22-28-0000-00-045 6.19 acres Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER SUBSTANTIAL AMENDMENT TO THE PUD Clarcona Ocoee Road Parcel # 05-22-28-0000-00-040 Westbridge Court Parcel # 05-22-28-0000-00-046 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 73.41 acres Commission District 1- Larry Brinson, Sr. Preliminary/Final Site Plan, 19 single-family lots (2,700 sf House Pad: Includes Placed on hold by applicant accessory structures and sidewalks) Substantial Amendment to the PUD to increase the approved units of Townhomes On Hold from 196 to 232, and the number of units of Apartments from 230 to 316 OCOEE VILLAGE CENTER Large Scale Preliminary/Final Subdivision ALLURE Plan for 320 Unit Apartments, four (4) - May 12, 2020 Planning & Clarcona Ocoee Road Zoning meeting; DRC 101,000 SF, 4 story Residential Buildings Parcel # 05-22-28-0000-00-040 and one (1) - 10,000 SF, single story meeting Review May 7, 2020; Under 15.63 acres Pool/Clubhouse Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER SOUTHEAST COMMERCIAL Preliminary/Final Subdivision Plan for a May 12, 2020 Planning & 10711 NLakewood Ave 4,650 SF Gas Station/Convenience Store, a Zoning meeting; DRC Parcel# 05-22-28-0000-00-004 14,000 SF Retail/Restaurant Building and a meeting May 7, 2020; 4.7 acres 4000 SF Quick Service Restaurant Pending 3rd Review Commission District 1- Larry Brinson, Sr. OCOEE VILLAGE CENTER TOWNHOMES May 12, 2020 Planning & 10711 NLakewood Ave Large Scale Preliminary/Final Subdivision Zoning meeting; DRC Parcel# 05-22-28-0000-00-004 Plan for 232 - 2 story Townhome units meeting May 7, 2020; Under 34.48 acres 3rd review Commission District 1- Larry Brinson, Sr. WESTYN BAY LOT 2 2222 Ocoee Apopka Road Small Scale Site Plan for a 15,403 Square d Parcel#06-22-28-9243-02-000 footage one-story retail/commercial center Under Construction 1.90 acres Commission District 1- Larry Brinson, Sr. 606 SOUTH BLUFORD AVE. WAREHOUSE AND OFFICE 606 South Bluford Ave. Parcel # 17-22-28-6144-04-401 1.1 acres Commission District 2 - Rosemary Wilson Small Scale Site Plan, 10,000 SF Building Pending Resubmittal for 3rd Review 21 Page^ 638 SOUTH BLUFORD AVE. OFFICE/ WAREHOUSE COMPLEX Pre -Construction meeting 638 South Bluford Ave. Small Scale Site Plan, 9225 SF Building May 12, 2020; Approved Parcel# 17-22-28-6144-04-421 for Construction. 17-22-28-6144-04-422 .98 acres Commission District 2 - Rosemary Wilson BROWN PROPERTY 213 Bay Street Annexation & Rezoning from "Orange Under 1It Review Parcel# 18-22-28-0000-00-033 County" R-1A to "City of Ocoee" R-1A 0.30 acres Commission District 2 - Rosemary Wilsen CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A 2"d Review Comments sent 251 Main Street Small Scale Site Plan, two-story 20,000 SF June 18, Awaiting Parcel# 20-22-28-0000-00-015 office/retail building resubmittal foorr 3 rd Review 11.92 acres Commission District 2 - Rosemary Wilsen CRYSTAL INVESTMENTS 1414 e. Silver Star Road Rezoning property to Original PUD to Allow Parcel# 16-22-28-0000-00-042 professional office and retail. Property On Hold by applicant 1.73 acres currently zoned PUD (ALF) Commission District 2 - Rosemary Wilsen LAKE LOTTA 714 White Road Substantial amendment to the PUD / Parcel# 21-22-28-0000-00-021 Rezoning to PUD - Proposed 300 Unit 61.16 acres Apartment, 186 Townhomes, 138-unit Single On Hold by applicant Jacob Nathan Blvd Family Homes - 6.6 acres of commercial on Parcel# 21-22-28-0000-00-029 a 69-acre parcel 8.12 acres Commission District 2 - Rosemary Wilsen VMG OFFICE BUILDING FKA 4 LOCOS TACO REVISIONS 101 W. Silver Star Road Small Scale Site Plan , two-story 6,300 S.F Awaiting final submittal for Parcel# 18-22-28-4100-00-171 Office Building approval 0.61 acres Commission District 2 - Rosemary Wilsen WEST ORANGE MEDICAL CENTER Annexation, Small Scale Comprehensive 3462 Old Winter Garden Road Plan Amendment from low density Approved at the April 21, Parcel#29-22-28-0000-00-036 Residential to Commercial, and Rezoning 2020 City Commission 3442 Old Winter Garden Road from "Orange County" R-1AAA to "City of meeting Parcel#29-22-28-0000-00-028 Ocoee" PD Commercial 1.21 acres Commission District 2 - Rosemary Wilsen 31 Page^ WEST OAKS SELF STORAGE AND OFFICE 1 SHOPPES AT WEST OAKS PD Rezoning from Community Commercial to Approved at th e March 17, 9000 W. Colonial Drive Planned Development 2020 City Commission Parcel # 27-22-28-8005-00-040 meeting 4.1 acres Commission District 2 - Rosemary Wilsen District 3 - Richard Firstner Project Name & Status General Location Project Description 901 E. CROWN POINT RD. AKA ALL AMERICAN BARRICADES 901 E. Crown Point Rd. Large Scale Preliminary/ Final Site Plan, Under 7ch Review Parcel# 12-22-27-0000-00-081 29,775 SF of OfficeMarehouse Building 2.4 acres Commission District 3 - Richard Firstner ARYA 868 Roberson Road Large Scale Preliminary/Final Site Plan for a Parcel# 31-22-28-0000-00-005 203,270 four-story total building area Under Construction 10.29 acres Independent Living Facility Commission District 3 - Richard Firstner COMFORT INN - MAINSTAY 1It Review comments sent SUITES on March 27, 2020; DRC 11401 W. Colonial Dr. Preliminary/Final Large -Scale Site Plan for a meeting May 7, 2020; Parcel# 19-22-28-0000-00-007 six -story 74,657s.f. hotel with 120 rooms Planning & Zoning meeting 945 Marshall farms Rd. June 9, 2020, City Parcel# 19-22-28-0000-00-008 Commission meeting July 7, Commission District 3 - Richard Firstner 2020. FLOORING AMERICA STORAGE BUILDING 2"d Review comments sent 10885 W. Colonial Dr. Small Scale Site Plan for a 13,700 SF one out on May 21, 2020, Parcel# 20-00-08-0000-00-037 story building awaiting final submittal for 2.94 acres approved plans Commission District 3 - Richard Firstner INSPIRATION TOWN CENTER Large Scale Preliminary/Final Site plan, 90 AND LUXURY HOMES luxury townhouses, with four commercial 820 Tomyn Blvd buildings consisting of a preschool, with Parcel # 30-22-28-0000-00-017 office and retail space ? , Maguire Road Building 1 (one-story pre-school) = 13,681 sf Under Construction Parcel# 30-22-28-0000-00-004 Building 2 (one-story office/retail = 12,600 sf 16.87 acres Building 3 (two-story office/retail = 42,350 sf Commission District 3- Richard Firstner Building 4 (one-story retail) = 3,591 sf LEGACY LIFESTYLES SENIOR HOUSING OF OCOEE 934 Roberson Road 3-story 112,259 square foot Assisted Living Approved for construction on Parcel # 31-22-28-0000-00-051 Facility on 6.77-acre Parcel 1 February 10, 2018. 17.05 acres Commission District 3 - Richard Firstner 41 Page^ LIVING WATERS HOUSE OF PRAYER 111 Review Comments sent 336 Franklin St. 2-story Church Building on March 5, 2020; awaiting Parcel# 18-22-28-8064-00-411 resubmittal. .37 acres Commission District 3 - Richard Firstner OCOEE CORNERS COMMERCIAL DEVELOPMENT PHASE 2 AND SONNY'S BBQ AKA MAGUIRE AND HWY 50 RETAIL Small Scale Site Plan creating 4 lots, Lot 11030 w Colonial Dr one (1) to include a proposed 4,994 sf Sonny's BBQ standalone restaurant and 111 Review comments sent Parcel# 30-22-28-0000-00-020 future building, Lot 2 has two (2) existing on April 2, 2020; awaiting 7.33 acres 7. buildings that was constructed under the resubmittal for 2"d review. 35 Maguire Rd Rd Maguire and HWY 50 Retail Site plan; Lot 3 Parcel# 30ire 0000 00 030 & 4 will just create open lots. 4.50 acres IN Colonial Dr Parcel# 30-22-28-0000-00-061 .01 acres Commission District 3 - Richard Firstner OCOEE VILLAGE Franklin Street Large Scale Final Site Plan, Proposed four Revision: 2"d review Parcel# 18-22-28-0000-00-025 (4) Two -Story Buildings with 39,100 SF comments sent on April 1, 5.77 acres Office Space and 33,100 SF Retail. 2020, awaiting resubmittal Approved Clear and Grub Permit Commission District 3 - Richard Firstner RUSTEAK NEW LOCATION Annexation, Small Scale Comprehensive AND DISTILLERY Plan Amendment from Professional Offices Approved at the June 18, 11077 Roberson Road and Services to Commercial, and Rezoning "Orange 2019 City Commission Parcel#31-22-28-0000-00-014 from County" A-1 (Agriculture) to "City Meeting 2.93 acres of Ocoee" C-2 (Community Commission District 3- Richard Firstner Commercial) SYSCO 200 Story Road Parcel# 19-22-28-0000-00-028 Small Scale Site Plan for a 64,606 sf Food 210 Story Road Distribution Facility Under Construction Parcel # 19-22-28-0000-00-039 30.89-acre property at. Commission District 3 - Richard Firstner Large Scale Preliminary/Final Site Plan from Barrios Engineering proposed 3-buildings that will include a Retail store, a Shop and Warehouse storage Parcel A: VERMEER TRINITY Shop Area - 11,723 SF 441 Palm Drive Retail Area - 8,000 SF Parcel# 18-22-28-0000-00-012 Office Area - 8,000 SF 432 Ocoee Apopka Road Under Construction Parcel# 18-22-28-0000-00-097 Parcel B: 8.68 acres Warehouse Area - 38,416 SF Commission District 3- Richard Firstner Retail Area - 5,000 SF Office Area - 2,000 SF Parcel C: Restaurant Area - 2,000 SF Wellness Area - 8,000 SF Medical Office Area - 2,000 SF 51Page^ WAYNE AUTOMATIC FIRE SPRINKLER 222 Capitol Court Expansion of existing Office Building and Parcel# 19-22-28-9153-01-800 associated parking lot Under Construction 3.389 acres Commission District 3 - Richard Firstner ARDEN PARK NORTH PHASE 5 9723 Clarcona Ocoee Road Large Scale Preliminary/Final Subdivision Parcel#0-22-28-0000-00-001 Plan, 89 single family homes Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE 5 PLAT 1 6T review comments sent 9723 Clarcona Ocoee Road Plat for the Arden Park North Phase 5 on April 28, 2020; awaiting Parcel# 0-22-28-0000-00-001 Subdivision for 89 lots 2nd review 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK CLARKE ROAD EXTENSION 9723 Clarcona Ocoee Road Parcel#04-22-28-0000-00-001 Large Scale Preliminary/Final Subdivision Plan, Clarke Road Improvements Under Construction 22.88 acres Commission District 4 - George Oliver 111 ARDEN PARK NORTH PHASE 6 9723 Clarcona Ocoee Road Non -Substantial Amendment to the PUD - Approved at the April 21, Parcel# 33-21-28-0010-06-041 Rezoning to increase the number of Units 2020 City Commission 15.23 acres from 60 to 64 meeting Commission District 4 - George Oliver 111 CIARA PLACE (F.K.A. VILLA ROMA) Large Scale Preliminary/Final Subdivision Approved for construction; 2121 North Clarke Road Plan, 88-unit 1,391 sf (per unit) residential Pending pre -construction Parcel # 04-22-28-0000-00-048 townhomes with a 2,400-sf clubhouse meeting 21.05 acres Commission District 4 - George Oliver 111 CLRM SUBDIVISION 44 W. McCormick Road Parcel # 33-21-28-0000-00-007 100 E McCormick Road Preliminary/Final Large -Scale Subdivision 15t Review comments sent Parcel# 34-21-28-0000-00-022 Plan for a 377 Single Family Home on March 25, 2020; awaiting 3201 Trout Lake Road community resubmittal Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4 - George Oliver 111 MEMORY CARE COTTAGES OF OCOEE Large Scale Preliminary/Final Site Plan for a Memory / Health Care Facility; proposed site Ocoee Vista Parkway/AD Mims Road plan will construct four (4) One -Story Under 2"d Review Parcel# 09-22-28-0000-00-056 buildings, each building to be around 14,743 11.99 acres SF Commission District 4 - George Oliver 111 PRAIRIE LAKE SUBDIVISION Approved at the June Ocoee Vista Parkway/AD Mims Road Preliminary Final Subdivision Plan to 2020, City Commission Parcel# 09-22-28-0000-00-056 construct 78 lots, each containing a two- meeting. meeting. Pending Pre - m 11.99 acres story townhome Construction meeting. Commission District 4- George Oliver 111 71 Page^ Sunday Monday Tuesday Wednesday Thursday Friday Saturday 4 W. _ Rela 5: City a �$a City Commission 6: C PFR City Wall 6:15 pm City Hall Ocoee TV Live 6nmliz 9 to 11 f2 13 Planning & Zoning arapp Wauth r^ Commission 6:30 pm c•^^ ~•~ City W City Hall Ocoee TV Live (%£ 06/16 Agenda Items due 06/16 Staff Reports due to to City Clerk City Manager 06/16 Agenda Published f4 nag 15 16 is f9 20 first City Commission Red Light Hearing 6:15 pm City Hall 9:00 am City Hall Ocoee TV Live 21 22 23 24 25 26 27 Code Enforcement Board 7:00 pm City Hall Ocoee TV 29 29 30 0/07 Agenda Items due to 07/07 Staff Reports due to City Clerk City Manager 07/07 Agenda Published