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11-13-2018 Agenda Packet Mayor Commissioners Rusty Johnson John Grogan, District 1 4$1010/ Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Ocoee_ Robert Frank George Oliver Ill, District 4 florida PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) NOVEMBER 13, 2018 AGENDA 6:30 PM I. 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 October 9, 2018 III. OLD BUSINESS IV. NEW BUSINESS A. All American Barricades Public Hearing City Planner Rumer 1. Large Scale Preliminary/Final Site Plan B. Inspiration Town Center and Luxury Homes Public Hearing City Planner Rumer 1. Large Scale Preliminary/Final Site Plan C. Capital Improvement Element(CIE) Update Public Hearing City Planner Rumer 1. Comprehensive Plan Amendment D. Ocoee Landings Public Hearing City Planner Rumer 1. Comprehensive Plan Amendment V. MISCELLANEOUS A. Project Status Report B. November Calendar VI. ADJOURNMENT 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. ITEM NUMBER II. A. MINUTES OF THE P & Z MEETING ON OCTOBER 9, 2018 ocoee florida MINUTES of the PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, October 9, 2018 I. CALL TO ORDER- 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Vice-Chair Lavon Williams, Member Jason Mellen, Member Rodger Wunderlich Absent: Chair Joel Keller (NE) and Member Marc Bernstein (NE) Also Present: City Planner Mike Rumer, Assistant City Attorney Dana Crosby-Collier and Recording Clerk Kathy Heard II. CONSENT AGENDA A. Minutes of the Planning & Zoning Meeting held September 11, 2018. (6:32 pm) Motion for Approval of the Consent Agenda: Moved by Member Wunderlich, Seconded by Member Mellen; Motion carried unanimously. III. OLD BUSINESS - None Planning and Zoning Commission Meeting October 9,2018 IV. NEW BUSINESS —Public Hearings A. Amendment to Article 7 Land Development Code (LDC) Updating the Citywide FEMA Floodplain Ordinance. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (6:33 pm) City Planner Rumer presented an overview of this proposed LDC Amendment updating the Citywide Floodplain Management Ordinance, which has been submitted to the FEMA Regional Office in Atlanta for review and changes comply with Code 44 of Federal Regulations, Sections 59 and 60 of the National Flood Insurance Program (NFIP). He emphasized this is updating Section 7-2 in its entirety dealing with the FEMA floodplain construction criteria and federal guidelines within the LDC, which facilitates the building codes. This update is not changing any policies; however, is required for adoption and does not conflict with the City's Comprehensive Plan. Non-compliance with this regulation results in the loss of participation in the NFIP program,which would prohibit residents to acquire flood insurance. Vice-Chair Williams asked for clarification regarding the strike-through and underlined version of the ordinance to which City Planner Rumer explained he did provide a strike-through and underlined copy of the ordinance, but because of the volume of changes he did not provide a PowerPoint presentation on them. Vice-Chair Williams inquired if the City knows the number of properties currently within the floodplain. City Planner Rumer explained the City knows of all properties within the floodplain; and further, FEMA conducts research along with regular map revisions. The City participates with FEMA to obtain a score, which could lower flood insurance premiums for residents. Member Wunderlich inquired how often the floodplain maps are drawn up. City Planner Rumer indicated approximately every 7 to 10 years and further explained FEMA's process in establishing updated boundaries. Member Mellen asked if this affects any engineer designs of new properties. City Planner Rumer said this does not affect any engineering and/or designing; and further, he stated this is updating regulations to the building codes. Staff Recommendation: Staff recommends that the Planning and Zoning Commission recommend approval amendments to the Land Development Code (LDC) relative to updating the Citywide Floodplain Management Ordinance. Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed amendment. As no one wished to speak,the public hearing was closed. 2 Planning and Zoning Commission Meeting October 9,2018 (6:45 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Amendment to Article 7 Land Development Code (LDC) Updating the Citywide FEMA Floodplain Ordinance, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. B. Top Gun Cheer — 651 South Bluford Avenue Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No: LS-2018-012. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (6:46 pm) City Planner Rumer presented a PowerPoint presentation of the Top Gun Cheer PSP/FSP. The subject property is located at 651 South Bluford Avenue, which is on the west side of South Bluford Avenue and on the south side of West Columbus Street, just south of Fire Station 25 near downtown Ocoee. This property is owned by Florida Rock Industries and was utilized as a truck yard, but currently there are trailers stored on this parcel. The parcel is currently zoned "I-1"which allows for C-3 Commercial uses. This property is under contract with a proposed use for a state-of-the-art 36,000 sq. ft. cheerleading training center known as Top Gun Cheer, which is one of the best cheerleading facilities in Central Florida, but this proposed facility will be the best of its kind in the country. This site is located within the gateway of the soon-to-be redeveloped downtown; and further, Top Gun Cheer is proposing architectural upgrades to blend favorably with the proposed downtown architecture. The building is proposed to be built back off of the road with a knee wall and landscaping installed up along South Bluford Avenue to shelter the parked cars along with pared-back landscaping along the front. This parcel will be connecting with City water/sewer services. Access to the site will be from both Cumberland Avenue and Bluford Avenue. Top Gun Orlando attracts visitors from around the world as well as attracting many families from all over central Florida. Development Review Committee(DRC)Recommendation: The Development Review Committee (DRC) met on October 3, 2018, and reviewed the Preliminary/Final Site Plan. After deliberations, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan. Staff Recommendation: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the Large Scale Preliminary/Final Site Plan for Top Gun Gym property located at 651 S. Bluford Avenue. Discussion: The applicant is present. 3 Planning and Zoning Commission Meeting October 9,2018 Vice-Chair Williams asked where the entrance to the building will be located to which City Planner Rumer answered the front entrance will be facing Bluford Avenue. Member Mellen inquired if the building will be a pre-engineered building (PEB). City Planner Rumer explained the commercial zoning requirements within the LDC does not allow metal- skinned buildings; and further, no more than 20 percent of the building is allowed to be metal skinned. Carlos Barrios,Applicant, Barrios Engineering LLC, 605 Delaney Avenue, Orlando, described the building as being stucco and metal with architectural flat panels in the front. Member Wunderlich inquired what times of the day would traffic be the heaviest. Roger MacClellan, owner of Top Gun Cheer, 9489 West Colonial Drive, Ocoee, explained the sessions are held on weekdays from 3:00 pm to approximately 9:00 pm, and the weekends are not very busy. Member Wunderlich asked if busses are utilized to bring the kids in from out of town. Mr. MacClellan answered in the affirmative; however, vans are utilized more often than busses; and further,there will be adequate parking for larger vehicles. Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (7:02 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Top Gun Cheer Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No: LS-2018-012, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. C. Vermeer Trinity Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No: LS-2018-010. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (7:03 pm) City Planner Rumer presented a brief overview with a PowerPoint of the Vermeer Trinity Large Scale PSP/FSP. Vermeer Southeast is a company that serves the southeast with large equipment, parts, service and solutions for the underground construction, wood waste recycling, landscaping and tree care industries. Trinity Tile is a preferred tile partner to major companies and commercial projects all across the US. These two companies have partnered together to locate and develop a new site for their businesses. This subject property consists of two undeveloped parcels approximately 8.69 acres in size and zoned C-2 (Community Commercial), which is located east of the west side of Ocoee Apopka Road and the north side of Palm Drive. The proposed Vermeer Trinity PSP/FSP consists of three buildings totaling 89,350 SF. The 4 Planning and Zoning Commission Meeting October 9;2018 Vermeer Building will be located at the most northern parcel and provide 8,000 SF of office space with 10,880 SF of warehouse equipment storage. The second building to the south of Vermeer will house the corporate site of Trinity Tile. Trinity Tile will have a combined showroom and warehouse of 45,416 SF. The third building to the south of Trinity Tile will be a joint multi-use building consisting of 17,054 SF between the two users. City Planner Rumer discussed the stormwater pond along with the City-maintained stormwater pipe, which runs along the north side of this parcel. This site will utilize City potable water/sewer, and a liftstation will be constructed. Access will be from Ocoee Apopka Road, which will need to be permitted through Orange County. A secondary access will be located on Palm Drive with a future realignment of Palm Drive being provided. Development Review Committee(DRC)Recommendation: The Development Review Committee (DRC) met on Wednesday, October 3, 2018 and reviewed the Vermeer Trinity Site plan. After discussions on road alignment and utilities, the DRC voted to recommend approval subject to final comments being answered. Staff Recommendation: Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Vermeer Trinity. Discussion: Carlos Barrios,Applicant, Barrios Engineering LLC, 605 Delaney Avenue, Orlando, is present for questions. City Planner Rumer explained a Development and Incentive Agreement will be going forward with this project, because the parcels are located within the Brownfield and other factors such as creation of jobs and an increased tax base. Member Wunderlich inquired whether parked vehicles will be shielded from the street. City Planner Rumer explained Palm Drive will provide landscaping; and further, this area is generally industrial where landscaping and knee walls are not required. Member Mellen inquired if the 14 foot wall will be a newly constructed wall. Mr. Barrios clarified that it is not a 14 foot wall,but a 16 foot precast wall. Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak,the public hearing was closed. (7:18 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Vermeer Trinity Large Scale Preliminary/Final Site Plan' (PSP/FSP); Project No: LS-2018-010, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. 5 Planning and Zoning Commission Meeting October 9,2018 D. VMG Estates Ocoee — 815 Clarcona Ocoee Road (N. Lakewood Avenue) Annexation; Project No: AX-07-18-73. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (7:19 pm) City Planner Rumer presented a brief PowerPoint presentation on this proposed annexation. The subject property is located on the east side of Clarcona Ocoee Road at 815 Clarcona Ocoee Road (N. Lakewood Avenue). The overall parcel is 3.89 acres in size. The subject property is contiguous to the City of Ocoee as it is bordered by property located within the City limits on the southern boundary. The property is proposed for annexation in order to be located within the City limits of Ocoee. A proposed rezoning and subdivision plan of at least 13 homes will be proposed under the next phase, which will come back to this board at a later date. Annexation at this time will enable the applicant to obtain an engineer under the City's regulations. Development Review Committee(DRC)Recommendation: The Development Review Committee (DRC) met on October 3, 2018, and reviewed the Annexation. When the discussion was finished, the DRC voted to recommend approval of the Annexation of the 3.89 acres. Staff Recommendation: Based on the Feasibility Report and recommendation of the DRC, Staff recommends that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation of the 3.89 acres known as VMG Estates. No questions were asked by the Board. The applicant was not present. Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. Robert Patton, 110 Anderson Place, Ocoee, which is adjacent to the north of this parcel, had concerns regarding the meeting notices and whether they will get notices of upcoming meetings regarding this proposed project. He stated the sign on the property for this meeting was buried among bushes and not very visible, but he did receive notice in the mail about a week ago. City Planner Rumer explained the advertising requirements which are as follows: 300-foot buffer notices mailed to all adjacent property owners within 300 feet, a sign indicating the meeting date and time is placed on the parcel and an ad is advertised in the local paper. Reyna Rangel, 104 Burnt Tree Court, Ocoee, which is adjacent to the south of this property, inquired if the homes will be on sewer or septic; and further, questioned what type of impact this may bring to the area. City Planner Rumer explained the proposed homes will be on City water/sewer, and a small subdivision as being proposed does not create a lot of traffic. Further discussion ensued regarding Ms. Rangel's concern of a manhole in her backyard. 6 Planning and Zoning Commission Meeting October 9,2018 (7:28 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the VMG Estates Ocoee — 815 Clarcona Ocoee Road (N. Lakewood Avenue) Annexation; Project No: AX-07-18-73, subject to resolution of the remaining staff comments before the Cir Commission meeting; Moved by Member Wunderlich, Seconded by Member Mellen. motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. E. Amaran Property — 403 2nd Street Annexation and Rezoning; Project No(s): AX-08-18-76 & RZ-18-08-13. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (7:29 pm) City Planner Rumer presented a brief overview of this proposed annexation and rezoning. The parcel is located at 403 2nd Street, which is located on the east side of 2nd Street, 187 feet north of West Silver Star Road. The Parcel Identification Number is 17-22-28-0000-00-043 and is approximately +1- 0.39 acres. The subject parcel has one existing single-family residence. The Applicant is annexing into the City limits,because they are now eligible for annexation since it is bordered by property located within the City limits on the south side. The parcel will receive an "R-1A" - Single Family Dwelling zoning upon annexation. Development Review Committee(DRC)Recommendation: On October 3, 2018, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Amaran property. Staff Recommendation: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1A"(Low Density Residential) of the property known as the Amaran Property located at 403 2nd Street. No questions were asked by the Board. The applicant was not present. Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. 7 Planning and Zoning Commission Meeting October 9,2018 (7:31 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Amaran Property — 403 2nd Street Annexation; Project No: AX-08-18-76, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Wunderlich, Seconded by Member Mellen; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. (7:32 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Amaran Property — 403 2nd Street Rezoning; Project No: RZ-18-08-13, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. F. City of Ocoee Pond— 715 Center Street Annexation and Rezoning; Project No(s): AX-09-18-78 & RZ-18-09-16. (Advertised in the West Orange Times on Thursday, September 27, 2018) (City Planner Rumer) (7:33 pm) City Planner Rumer presented a brief overview of the City of Ocoee Pond located at 715 Center Street, which is on the south side of Center Street, 200 feet west of Woodson Avenue. The subject parcel is approximately 3.58 +/- acres and was transferred as a drainage pond from Orange County to Ocoee years ago. No other development or use is proposed, and a single- family home will never be built on this site. The Parcel Identification Number is 17-22-28-0000- 00-102. The rezoning would be from Orange County"R-1"to City of Ocoee"R-1." Development Review Committee(DRC)Recommendation: On October 3, 2018, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the 715 Center Street property. Staff Recommendation: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the City owned pond property known as 715 Center Street. No questions were asked by the Board. 8 Planning and Zoning Commission Meeting October 9,2018 Vice-Chair Williams opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (7:35 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the City of Ocoee Pond — 715 Center Street Annexation; Project No: AX-09-18-78, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the City of Ocoee Pond — 715 Center Street Rezoning; Project No: RZ-18-09-16, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Wunderlich, Seconded by Member Mellen; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. G. Inspiration Town Center and Luxury Homes Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No: LS-2018-009. (Continued from the September 11, 2018 Planning and Zoning meeting. Advertised in the West Orange Times on Thursday,August 30, 2018) (City Planner Rumer) (7:36pm) City Planner Rumer stated this item has been canceled and will be re-advertised for a future meeting date. V. MISCELLANEOUS A. Project Status Report (7:38 pm) City Planner Rumer updated the Board that the City received notification back from the Department of Economic Opportunity (DEO) and various other State agencies that they had no objections, recommendations or conditions regarding three Large Scale Comprehensive Plan Amendments. These Large Scale Comprehensive Plan Amendments will be going before the City Commission for adoption in the nearby future; and further, thanked the Board for their participation with the large scale map amendments. He notified the Board there will be two more large scale map amendments within the near future. He advised the Board that a past approval of a MedExpress is now going forward as Aspen Dental, which will be located off of State Road 50 in front of Aldi. The old FX industrial building on Lakewood Avenue has been purchased by GLE who is cleaning up this site with a landscaping wall and a stormwater pond. The City is currently reviewing office building plans with City Center West Orange, which is located behind the 9 Planning and Zoning Commission Meeting October 9,2018 RaceTrac on State Road 50 and Lake Bennet. Member Wunderlich inquired whether 4 Locos Tacos will ever come to fruition. City Planner Rumer explained the delay with this project stems from connecting the parcel to a sewer line, which will be finalized soon. B. October Calendar Motion: Move to adiourn the Planning and Zoning Commission meeting; Moved by Member Wunderlich, Seconded by Member Mellen; motion passed unanimously 3-0 with Chair Keller and Member Bernstein absent. VI. ADJOURNMENT - 7:45 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Joel Keller, Chair 10 ITEM NUMBER IV. A. PUBLIC HEARING ALL AMERICAN BARRICADES 1 . LARGE SCALE PRELIMINARY/FINAL SITE PLAN Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank t n'' George Oliver III, District 4 florid a STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: November 13, 2018 SUBJECT: 901 E. Crown Point Road Warehouse (AKA All American Barricades) Preliminary/Final Site Plan Project No(s): LS-2018-013 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval of the Preliminary/Final Site Plan for the 901 E. Crown Point Road Warehouse (AKA All American Barricades)? BACKGROUND: The subject property is zoned PUD "Planned Unit Development" and is located on the east side of E. Crown Point Road and 560 feet north of the intersection of Crown Point Cross Road and E. Crown Point Road The subject site is approximately 2.4 acres in size. The subject site is currently undeveloped. The subject site parcel ID numbers 12-22-27-0000-00-081. The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County/Low Density Orange County/"A-1" Residential East Central Florida Expressway Authority Right of Way South City of Ocoee/ Light Industrial City of Ocoee/PUD—Light Industrial West City of Winter Garden/Low-Density City of Winter Garden/"R-1" Residential DISCUSSION: The 901 E. Crown Point PUD Warehouse Preliminary/Final Site Plan is proposing a light industrial warehouse/office development. The parcel consists of 2.4 acres of mostly undeveloped property, with a manufactured home shown on the property since 2001. The Preliminary/Final Site Plan program consists of developing a 28,000 square foot office warehouse in one phase. The building will be broken into twelve units consisting of at least 2,403 square feet. Each unit will have a warehouse door located on the front, adjacent to the front door to the office. The Planning and Zoning Commission Meeting Date November 13,2018 Page 2 of 2 Access will be via one full access driveway on E. Crown Point Road. The entrance is approved by Orange County to be constructed without a left turn lane. Parking is provided by 91 parking spaces. The requirement based roughly on code is about 60 parking spaces. The applicant has agreed to dedicate ten (10)feet of right-of-way for future utility locations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On November 7, 2018, the DRC met to discuss the Preliminary/Final Site Plan. A discussion on using manholes or cleanouts for sewer lines within the property was the only undecided item left to approve the plans. As either method will be approved, the Development Review Committee voted to recommend approval of the Preliminary/Final Site plan for 901 E. Crown Point Road Warehouse. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for 901 E. Crown Point Road PUD Warehouse. Attachments: Location Map Aerial Preliminary/Final Site Plan for 901 E. Crown Point Road Building Elevations 'Aiming a;ou s! pue Aluo uDUDJa}aJ J04 si dew 5NI_ OTO:/ti EFS :pa;e;,ir.7 --r4 -43. 4f �, 15 (,:4:7119\ 4: . o . T- :"..,' - t :,. --_ ,.;�-fit _- - .. ':- - .....=.,as.... - - -� °--y — , _ :. I. , Cl. l. .' Wit; -+a, .. fir, -t-, �. - -:, ;q3• -sem• C lig �: ,,,, Vo a.. °.' ', •r"^ �T• . '.a ry' 5... ,a< r } if L 1 .r, 4 v, , 3 :TT- Vir' «G. Z 4 , j - i j Y a A m 0 +i g - ra Q a Ct E in '67,2 Or '17 q a 0_ .D.y U) a n .b C 7.°., a ,.. m OJ a 2 .2 •a �p q 72 e, G C 2 T o -2 E y L' o E,o itl m cC i E m _, C c 1 E p °'S o '� 4 ro a p �7 t 0.q' •v y " a ce .. c C re 6- Et J V E ala ,a-.5 4- c Y V a `a 2 'a-• 1,` •r 1 a `o 2 r, C m C .0 •� o _q -s a to b 4. o-0 W roi,. m CL j o .tl 4 rr. a 0 u- S �- 2.' Cl.. Q'C7 1 = y V F- G o m CC a, m J re Q U C C7 C V C J S } Q Q Q 1 (7 J n7 d m o :. : fn !: .1 A A t Li I _ ® C; ,'. It I -1 -�� -�A PRGIAI NI rFl.h A. ...... _PRC w!" aneed I 00-y— fl-d dAmwa ter mje "w a" r water system FLU fiR,.t 12 1. PROJECT CONT4CTS DEVELOPER: RUBEN SANTOS 6012 SAWYER COVER WAY WINDERMERE, FL. 34786 PH: 786.236,4 Dl EMAIL: RUBEN6BARRICADES.COM ENGINEER: LARRY POLINER, P.E. RCE CONSULTANTS, LLO 617 ARVERN DRIVE ALTAMONTE SPRINGS, FL 32701 PH: 407-452-8633 EMAIL: LARRY@RCECONSULTANTS. NET UTILITIES: WATER: CITY OF OCOEE REUSE: 1800 A.D. MIMS ROAD OCOEE, FLORIDA HR,).C'.S- SEWER: CITY OF OCOEE TELEPHONE: 1800 A.D. MIMS ROAD OCOEE, FLORIDA 347" 1407)9051159 ELECTRIC: DUKE ENERGY CABLE: 425 JECROWN POINT ROAD WINTER GARDEN, FLORIDA 94787 (407) WINCI GAS., LAKE APOPKA NATURAL GAS DISTRICT 38 N PARK, AROPIOURSBAC (07) 906-3100 PRELIMINARYTINAL SITE PLAN OCOEE, FLORIDA 34761 PARCEL 10: 12-22-27—ilia -00-081 NOVEMBER 2018 MAP ,-0CiA-Fl(--)N ISSUE SHEET DESCRIPTION DATE 0-1 COVER SHEET 08/17/2018 C-2 GENERAL NOTES 08/171202 0-3 SITE PLAN 0 117/2018 C-4 GRADING + DRAINAGE PLAN 0:/17/2018 C-5 UTILITY PLAN 08117/2018 C-6 GENERAL DETAILS 08/17/2018 0-7,7A UTILITY DETAILS 08/17/2018 C-8 EROSION CONTROL PLAN 0817/2018 0-9 EROSION CONTROL DETAILS 08117/2018 E-100 PHOPROMEFFFIC PLANS 08117/2018 LANDSCAPE FLANS 08117/2018 8-1 SITE SURVEY 08117/2018 LD',AL DESCR!7 TI('N CITY OFOCOEE A PARCEL OF LAND IN THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1000A.0 MIMS ROAD 114OF SECTION 12, TOWNSHIP ZZ SOUTH, RANGE 27 EAST, ORANGE COUNTY, OCO E. FLORIDA SAMI HIRT) ..G.I. FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: SPRINT (EMBARQ) COMMENCE ATTHE SOUTHEAST CORNER OF SECTION 12, TOWNSHIP 22 SOUTH, P ,. Box TNM B RANG' 27 EAST, ORANGE COUNTY, FIORIDA; RUN N00*23'10"W 561.97 FEET AEON G T14E EASE LINE OF THE SOUTHEAST LA OF T14E SOUTHEAST 1/4 OF SAID WENT GARDEN, FLORIDA ZCH 12 TO THE POINT OF BEGINNING, THENCE CONTINUE NCD'23TV'W SECTION (07) B-351 JEA.00N a FEET ALONG SAID EAST LINE TO A POINT 11 CHAINS NORTH (726.B0 FEET) OF THE SOUTHEAST CORNER OF SAID SECTION 12; THENCE S89'53STW 638.28 BRIGHTHOUSE NETWORKS FEETALONG A LINE PARALLEL TO THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE R, MAQUIRE ROAD SOUTHEAST 1,M OF SAID SECTION 12 TO A POINT ON A CURVE ON THE EASTERLY OCOEE, FLORIDA REN I RIGHT-OF-WAY OFEASTCROWN POINT ROAD AS DESCRIBED IN DEED BOOK 9M, (A.,) R.r. RAGE 455 or THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SAID CURVE IS CONCAVE EASTERLY, HAVING A RADIUS OF 6,5EU11 FEET, A CENTRAL ANGLE OF 0110"53' , AND A TANGENT BEARING OF MOAT21'l, THENCE SOU I HEALY 164 12 FEET ALONG SAID CURVE TO A POINT ON THE CURVE; THENCE DEPARTING SAID RIGHT-OF-WAY ON ANON-TANGENTIAL REARING, RUN 499*53ETT635.80 FEET ADDING ALINE PARALLEL TO THE SAID SOUTH LINE OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12 TO THE POINT OF BEGINNING sunswile8 iii 1 COVER SHEET RUE! 0 R NO Bp IS 1111061001 HMO HIMU N u­ fl! M PHI P-Wi H i fil U 2�, *� i " i I i � -� �.90' -, 5 " M H Moog H HN"! 1011 mumomon 1 MH Hug 11 om H! ON OUR IN MU on; min 1 MH UN N I 1H H H NMI MH 1 H 1 M 1 14B rah 14 RHO H! MH 21 lol 11 1 Hill H —Rev, 1, MAI wd lid 1 MW i MR 1011 HIM= 11 ME moo I MM 1 01 0001HUHM 1 HOHN aum, nom 1 in I U 110 1 VERB 1ARMIRRE Nmwc? � Hn N 0'�Mla THIM i� wl H 10 HOMO HN H imm"" N! Im H 111 MIN 1 1 H 1 H VMMHHHMN a Him 11 an Num 11 !HUI H 1 mums 0 oil H Nqw mi e ma H 1 ru 9 if HIM! 11 H1 jgg -9 1 0 111 ON ou M! MH U 111 1 !H1 'No 0 M IMB !H1HRQMYH3j lumongm; juppill 1 H g jul H! pup! km H P g 1 annuann-M 1-- H a 1H, me, 0 ill HE, -, an nu am qh! MR AS Ma -UHMMEM 111,11 MIS, Ell Oulu NMI 11 M1 H- umum nummm"n -- - , NINE 1UHH"'! 10"T RPHU Hill 11 Hill B 1 RUM WININ 1101011111 OHM! 41 H1 PHU Una 10- M HMR 1 11 M1 0 11.10 1141 pill! H1 NMI1, "" I TH 11 w ummol 'Inn P gm ign Hui ! 1 upp 1 1 H RINHMk. W rM 11410111 six H 100101 ION M! SH 17 A 1 in, Hy n q! "I 1 q Mal lip 1, I IEN _QM �� E.gi.­i.g Real S.I...., 1_7 901 E CROWN POINT ROAD NOTE & SPECIFICATIONS a 2 HIM! k CITY OF OCOEE SIGHAGE LEGEND PARKING COUNT PAVEMENT SITE DATA Al" s 11— R. CRAP IC SCALE I EW E-1 IYRERIIDEHI IA:. NORTIRE. FVMAE. LAID UIE, PTO 'D -BI'DRI—E A -I 11 1ERI1B — IOANINT W'T-1111 A, 11 .11. 1 �11 E. "I" I.—W I D LISPS' Er ITIII 1.1 - T —A N 11 OS BNERN.-I IBB"N' ,.,A- I., I. -1—B THAL Ell� mil.-.mm� v�—. 'ID A."A". 171711 —7 ITT— W, 1—H. —.B1.H, "A' T U, 'f ON, BAx'A'.LR' IARAICRE C4 EEQL..B I-ADE. A�' SPAIES HICIODIH I DAIDIIAII 1.T z- 2 LF 'HEREIRLIATWEI—ONE.. �F@.,m.w" w+. ,",rte 11LI-ALE11.1SIIALL SE OWNED ANDRI—TAMIR BY TfLi PRONENT OWNER In -w3 T —A-1 N-- -iJ EST A �M, '1A1LE1,1,TI, —.7 BE D H. I -E , vo "— ITT- - — — — — — — — — — — — — — — — DO FE t. THE STFIEWILLDRDR-STPEDINCEPHASE SOLID WASTE SERVICE—R—REF— PICK VISERVICE R.L(BIWASTE. PROPOSED SITE PLAN MARAWAHER :D" 12 'W, "VX'6" 1 u .".4" o U c� 11 0 1 T 0 ,- PLAN REIN TYPICAL CROSS SECTION rF-FrTARI F INARIIINC, F)FTA1- .. 1.1 (L1 T 1111T7 ALL A— 3HALLLONEPINDTITLI-EFIRE—FONDIEE2 ­DDENELOPNENT -OR —LWOSOEF NRALI. BE 10. WATR-BB EANITARY 1) IIt. IN WEVIDIR CLN-KAL `OIE1 N S-ORMWATER SYSTEM SHALL BE DESISNE TO VEET THE C- N' ';!"()EE AND SAWMD REQUIRE ENIS. 1. 1 I'll "I'll I'll 'Al I—E ITE-1 III IiD ,Q.R� :A,_ "'TE, I TITETARD, BINS. 1.11,15 111L 11 —H-11 Al IIAIR.111 r A LN.,1 TWIO.A'HiT )01 �T— 11 HEWWRAKE 11 TRE 4.1 "I , N A—omR L.R.I.B.— 'R WHE I'll N" . 4 — "IN 1— -T eErx o me 2- -TRIRAN N TSA TAL SAINT W.T� RNA 11 NG — R nRS A UN - _R 0" 1. A11-1 AE RHAIRE I� "I .—T RT 110 1 .1 .11DR. .. WIS. IR w.� ellxt MA T Tit Ai "IRDI 11 111. — IN Mah 1. -11 �l SIT 1. CANTEA III 11.1N 141.N. I.' Al- nESA IT P, A 17-0 7 7-1 it'i 1� PROPOSED GRADING AND DRAINAGE PLAN =30' OUTFALL CONTROL STRUCTURE .,�, , I , V "I, NTS -21 1/21 fil U 1W MEAN K) N I I I 0\1 k,L,J N.T.S. NOTE -0 COWH4(7UR: NOT=: Al; INIFTS SHAI.. HAVF EROSION MF,1,S'JRFH /S DO NOI S1 FROM D�>AWNG, IF � WIRLD DME,13101,1,GRADE --P DETAII t,1STAILED [,.,- LlSiVF OF C,(-)N4!'IF[F WRAPRN('� OF GATES WT�I IS I101 ,I SCALEM OF, ADDITIN AL Cf_A,� IFCATIQP. IS PI-QUIRLD. 11 IS HIL RES-6',SIBILI-, Of IHE rO'ITP.-rTC R TO SJBMIT AW RFI To ENCNEER. TF.E i FILTER, -AB!D-IC C0NfRA,'!(,R SHALL NOT IF —EEO UNTd CIARFW10N OR ADFIT114,11. NMRMATOW S KfMVEI. GRAPHIC SCALE In EL ELEvn�lorl by INVERT ELEVATION IIL FF IAAT^ I FMTlVfr, CPlll FItJIEi r c,-",oN PRJFi1,Efi T- I 1"T m INAINP.tt IHLI -1. —710f 111LE T­I,W1TE1 FLOW E%.744, ".MALE S-ORMWATER rL^w 0") 5EWFR NUMS-H (GRAVINGAND DRAMAGE PLAN —f— w a NN'EP -- oTCEMAIN `L�c xmnexT I ~I OL I �J ors^ lR_a+ 4 i / 1 GOMESTiC 5/8"-.� c� 1 METER W/ 1" BFP F 1\ DOMESTIC 1" METER-.�` ?L{ W/ i,. BFP 12"k4" TEE W% 4„ 0 V A 12" GATE VALVE �1 V r $ - UTILITY' EASEMENT U CONCRETE SS MANHOLE q c -NEW PROPERTY / TOP EL. 11910 �•( NV. EL. 110.47 (E) `\\ LINE, (TYP) INV. EL. 110.47 (N) . `-A_L WATER ONES BEFORE INV. EL. 110,37 (S)"�L'4 I THE METER IS PUBLIC AND SHALL BE DUCHLE `-- - -- -IRON I�ibll;��4)�IIt�J9 9 iICIIIIIJI IIIII�r `` I � I i I L , ELM I I__4.. ( r PROPOSED UTILITY PLAN 1 "=31Y N UTILITY MOTES 1. ON — SITE WATER DISTRISILMON SISTEMS TO BE PRIVATELY j9 W E OWNED AND MAINTAINED G 2, ON -SITE WASTEWATER COLLECTION SYS TO BE PRIVATELY OWNED AIJD MAINTAINED 3. AL.L WATER METERS TO BE PROVIDED AND INSTALLED BY CITY S OF WINTER GARDEN GRAPHIC SCALE 4. CONTRACTOR RESPONSIBLE FOR ALL ON -SITE UTILITY Y p x N CONSTRUCTION UNLESS 5. CONTRACIOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT G LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CU ( Tu Peet l 6 CONTRACTOR IS REQUIRED TO FIELD VERIFY THE. EXISTENCE AD n AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES, THE CONTRACTOR MAY CONSULT THE UTIL TY gg O'M'!ER'S RECORD DRAWINGS, BUT THE UTILITI' OW14ER AND THE fig. ENGINEER DO NOT GUARANTEE THE ACCURACY OF THESE RECORD DRAWINGS. NEEDED FIRE FLOW CALCULATION. 29,775 SF, Type II-B = 2,500 GPM 7IRE FLOW (WITH A QUICK RESPONSE FIRE BURPRESSION SYSTEM SUCH AS ESFR, THIS IS REDUCED BY 75%) FIRE FLOW NEEDED = 625 G.P.M RFQUIRF.0 FIRE HYDRANTS = I HYDRANTS IRE SATE' ,IOT7s THE F 11-1 1111 LFLIS-tI-Ilr Lk- 11111111, I , ORANT_ LA I G AAC'ANJHO%IW.ilLN IT .DEWAM FlRE HYCRAN'S MUST ALSO RE IESTEO AFTER INSTALIATON. THE AT FINAL IN PEEIiOR OF MESHALL BIMLIT! SYSTEMCTORY OR MEST AFRULTY CEPRf CATE OF O'GJPANGI, WHCHEVER COMES FIRST. (NFPA 1,183) VAHCRC UNOERCRWND WATER MAINS AND HYDRANTS ARE TO BE AT MD.. ME'( MHALL BE INMTALLEC OOMFLETCO, AND IN EERNCE PA. TO UCT CONSTRION WORK.. (NFPIO 18.4.J.TJ AT A Mill—, A CLASS 11. --ACT. IS REGUIREO TO INSTALL FIRE LINES. ARE LINES SHALL BEGIN AT ME PC IN -CH THE PIPING IS USED %CTESKILY FOR ARE PROTECTION AND END AT A POINT 1-FOOT ABDVE GITAS ATEMEIED DOUBLE DETTECTORTCHE K YALNEE LINE T C. MNO OTIIIHER BWATEIR I-I-TION SHALL Be OFF OF ME ARE LINE D ME ARE DEPARTMEN' CONE E TON HA I WITH-N TOP FEFT OF THE "IF HYTTRANT CHARGED 8( ME FDC SHALL BE OR 14 PIPE F. THE OYL ALVE ALLOWED N ME FDC ONE IS A CHECK VALVE. G ALL FIRE ONES SHALL BE NEPECTED BY M_ FIRE INSPECTION JEPT BEFORE BEING COVERED AllSUP.'OETAR RTT1 PAHEFTE LOANS SAOF ?OATONSO'IRS PE APPARARIS AND lll TO SHALL 8E PROVIDED A1TH AN ALL REAMER DRNNG SURFACE (NFPA ,.,A 2 3) FIRE DEPARTMENT ACCESS ROADS SHALL BE PRODDED AT ME START OF A �1 PROJECT AND SHALL BE MAINTAINED THROUGNWT CONSTRUCTION (NFPA fit A'NATEP SUPPLY FOR ARE PROTECTION, F—A TA1PORARI OR P IAL 4.1 AS SOON AS COMBUST BLF MATERIAL AZCUMULAES(NFPA 1, IF FRF LANESLGNS CHALL BE NATAI FIR ON CPA C.NG A POUNOAPY E- ALL FIRE LANEME NUMBER PLACEMEYT AND BASIC OF SIGNS SHALL BE DETERMINED 8Y THE RED OR ME FIRE MARSHAL (NFPA L 18.23 FL) A. (' SGN SZO 12 RlCNES WIDE 11 18 INCHES HIGH B Ll—'BG 512E 2 INCH HIGH ICOLORS WHITE BACKGROUND AIM RED LETTERS MESSAGE O. FIRELANE-'AO PARKING ARE LANE BY ORDER OF ME ARE FlRE LANE YAM FOC - 'NO PARKING ARE DEPARTMENT ifEt G SIGi HEIGHT. >NO ARET AOtlo GRACE AT BOTTOM OFtHSGNNH 60 y U E 81^N FAZES. a S N.. ON A POST SHALL BE ''T OWPI.E rACE. IN ME DIRECtIGN IF TRAFFIC FLOW `Y'IT PAVED FlRE LANE MARK NC A. HARNINGS COLOR TRAFFC/SAARY tELLON1 e MATERIAL ADHESIVE 11 ANPIA11C OR PAINT PER FDOT SUAL111 IT TS LIST C STRIPES F INCHES SME, CENTERED 5 FEET APART, ATKALNG 3 TEAT FROM CURB OR BINLDNG AND RANTED AT 45 DEGREA5 �Ij 1 IETTEERS - THE UNCE OF EACH ill RSMHALLE FLOW OF BE 41NCHE5 x1 E EACH ETHER SHALL BE18 TO 24 NCHES �11 HIM EM E. MMAGE 'NO HARKMA CR STANCINC EAC LANE' F. NUMBER OF MESSAGES 1 PER 60 FEET (OR FART MERECH RmoFNeFunl FIRE HYDRANT CLEARANCE DETAIN :30 �lill.l i l'YI.AfA = 12, W Z - — — — — 0 v a y a / o'o R 8 Ems °gym m x; a y tip_ > eT7 = ..:.�✓� ` - J N g {e sa _ ° bay a 11wa 405 NN ljp Z 4--w/ �$fi4w93 @ / fic 4gs' F rs m ifs 14 03 Ad 05 �g a;n` 1 as i c o----------------- - m�k 901 E CROWN POINT ROAD GENERAL DETAILS�ARCE CITY OF OCOEE t 4' 901 E CROWN POINT ROAD es 2 RCE UTILITY DETAILS CITY OF OCOEE 2� � g \ \: } lt� s « ?� z � | ' J y. z RCE 901 E CROWN POINT ROAD UTILITY DETAILS /�� \ CITY OF OCOEE Rd S.1-1i— GENERPL _ j � E;SNEg � atL PUNOFE is AtRICiPATED DUE io \ %i euxTRaaT,tRts MvscnnlpTTx-Us.�nvlxoNnn'tu IRa'E[':e:igetNee Xt�xNt• n:e,xL'.xrn,rrn-ar[enNe'rcrat- ({ IF E�ENCEeHALL eEPEDDIPEDWNENE E%cEaxIVE J) � ^ em'u::wbv�ax,mMxn,renlv.AM1sresassxarto WUxrnN.twriP�NarirvnYwr�eX UEUPtn, nEu.itrt tFXURrXma -�.stuu.:avcwwn n tsttaro rtx.+:iws .w,. u.nvw,:W:n, TowTaHt Txr'M+F.IFmnrn.u'm:o eY:xrcN.:wttxsN, -.,aXvv:rtau sta:nt-nN-rvitnn:wnnwnx'x ..xme a:p:arxr.,Ton+FrN..MFn-reFmdD anUfnse•of xt<etU v • •^ • � ^�./--ti ^ umnN,.,vmrX ` J y/ y GRAPHIC SCALE 05 .::a,<r,:> ..,n n a.�n: ...,. rd�w,a.,� �•. dr"rrtd „a.,a.,u w. n,.r.n.,,>trv� .a ..Lt � I, , � iu .�, x,F.Ta..,�. rUm n,, -r vr-.,.x..�,,:�.. d. - r �.:...,, ..x:�,d„e,: r, r r I-; �� t� � t ��,�.�• - .— _-� .,, . �.. — — — — —r ' a.-,�t�--.-. ..� .�F� �r� ''I A Wta- tirtt..rar �Il (47 ( rC4' (IlJI-•may/�//' �z �•t _c 11.4� I II I u �D f f g„t C3 Z O `G AAA .. '. § 04a w � r, .xt,d.., - „r -• ..r.rrr .. r .r .�.„ _� ss ��� � r ( � ( ? E��L I ao r O u,w - -'d `• ter>, � - L Eu E r P� ' 1 DEVELOPER i OWNER ( PROPOSED EROSION CONTROL PLAN 1"=30' l__-- NAMF VERATORr.ENERAI coFipPCTCR. I I SYMSOLSLEOEND- 1 aDPEMNrENDENr ______ � � • InnvtutrwA.p[xt (x..«.,•nmw.n..n«A1 SOIL EROSION) SEDIMENTATION CONTROL OPERATION TIME SCHEDULE a r:n tkenrd M A GU CONSTRUCTI0N9EOUENCE A a R P N YEN L T 4 c N e I.versa r �•an'.rzota uamtp.-Nxt�s'r� 'onaWN tMvt [<Fro.tNr :en,,..nrn:c,sFm,F:xpt =T,Fz:ATan ', Jrn7E3R x ��_� rwrF CNNaA rcn nutty:tc.cx�.mnnuTv.nxrinnvrr..rvu,w rrrscN ,::F (EROSION t'ONTION PLAN E0511NG PAYED ROADWAY r-> > Al - 0 -yy z 1 110; 101 z z iti HIM s lit! Is MM sp in 901 E CROWN POINT ROAD E�rz N' . EROSION CONTROL DETAILS ulcar m, CITY OF OCOEE Com P III J'. L��L 4 I Jil- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — I R R I G A T 1 0 N N 0- E S 1) REFER TO ME LANDSCAPE PLAINS WHEN TRENCHING TO AVOID PRESS AND SHRUBS 2) ALL MAINLINE APING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE PURIM TO A MI OPEN OF 12` OF COVER. 3) ALL POP-UP SPRAYS SHALL BE INSTALLED USING A FLEXIBLE JOINT CONNECTOR TO ME LATERAL USE PIPINr,, 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES L, WALLS 5) THROTT-E ALL IRRIGATION CONTROI - VALVES AS REQUIRED TO PREVENT FOGGING 6) ALL CONTROL WINE SPLICES SHALL BE MADE IN CONTROL VALVE BONES USING KING "ONE STEP" CONVECTORS AND SEALANT WITH WAS NUTS. 7) ME CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING IN A REPRODUCIBLE FORMAT SHOWING AL IRRIGATION INSTALLATION. ME ORIGINAL PLAN MAYBE OBTAINED FROM ME : ANDSCAPE ARCHITECT. THE DRAWING SHALL LGIC TE ALL MANUEL AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 8) ALL CONTROL VALVES, DATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 9) SOME PIPE LINES ARE DRAM OFF SET IN ROADWAYS AND SIDEWALKS FOR CLARITY, NSTALL ALL IRRICALON LINES NOT SHOWN N SLEEVES IN LANDSCAPE AREAS. 10) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING JMMES. ME CONTRACTOR SHALL SE RESPONSIBLE FOR ME IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED By HIS WORK 11) AU_ WORK SHALL HE GUARANTEED FOR ONE YEAR FROM ME DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMA1,45H P. 12) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT ME EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) 13) IRRIGATION WATER CONNECTIONS AND SYSTEM CONSTRUCTION SHALL COMPLY WHO ME REQUIREMENTS OF LOCAL CODES 14) SIZE ALL IRRIGATION LATERAL LINES AT VELOCITIES LESS MAN 5 FEET PER SECOND. 1/2-6 GPM, 3/4-9 GPM, 1­16 GPM, 1.5-35 GRIM, 2--55 GPM, 2 .5,-80 GPM 15) THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL NCCRFGRATF WATERSENSE PLUMBING FIXTURES AND ME GY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITI OF GOODS'S CODE OF ORDINANCES. 16) NO RRIGAPON RISERS SHALL BE USED 17) DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UYLLIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION S'PS-.EM INSPECTION BY CALLING 407-905-3159 I R R I G A T 1 0 N L E G E IN D IRROATO CONTROLLER, NUMBER OF STATIONS SHOWN ON ME PLAN. nAELECTRIC PEDESTAL MOUNT, METAL CABINET WIN MINSWITCH 120VAC SINGLE PHASE EA1MG POWER BY OTHERS, HUNTER CC-XXX M­?EO ELECTRIC IRRIGATION VALVE PLASTIC BODY WIN FLOW CONTRI MOUNTED IN 15" PLASTIC VALVE BOX SIZE INDICATED ON DRAWING RAINBIRD PM-PRS, SCRUBBER VALVE SERIES ELECTRIC VALVE INDICATOR, SHOWS VALVE --LOS GLITCH NIMBUS, GTE, AND ZONE GPM VOLUME I" BRONZE a RK COUPLED VALVE IN VALVE BOX. MOUNT ON 01 TYPE EYING JOINT. MOUNT IN 15' RECTANGULAR VALVE BOX. PROVIDE ONE 55K-1 QCV KEY PER FOUR COCA COUPLER VALVES PASSING SRC SERIES ISOLATOR VALVE. PROMODO 15" VALVE BOX — EXTENSIONS. 2,5" AND SMALLER - BRONZE MACAU ON TYPE WH WHEEL HANDLE. PVC MAINLINE PIPE. CLASS 200, PVC E 3� AND SMALLER, SOLVENT WELD PIPE AND PVC SOLVENT WELD FIHDIGI PVC LATERAL PIPE CLASS 16C, SOLVENT WILD, PVC SIZE SIZE LATERAL PIPE AT VELOCLITES OF 5 FEET PER SECOND OR HE PVC SLEEVE PIPE. SOH. 40 PVC, SOLVENT WELD PIPE. 0 PEDESTAL IRRIGATION CONTROLLER W E E K L Y W A T z R U S E 5 ZONES TOTAL OF 129 GALLONS PER MINUTE 70 MINUTES PER ZONE TWICE A WEEK 2,560 GAaQNS PER DAY SPRAY HEAD NOZZLE CHART LETTER. GPM IT 30PSI RADIUS PATTERN A 10 15' QUARTER RTE1 B 5 Q'NO C 20 15' HALF D 20 is' TWO THIRD E 30 15: THREE QTR. F 40 5 FULL G 0.5 LOW QUARTER H 08 22: LOW CAL. THIRD 1 1.0 12' LOW GAL, HALF K 1.0 2: LOW W GAL 2 THIRD 11 L 1.5 LOW GAL. 3 QUART, A 20 12' LOW FULL N 0,3 10: FLAT QUARTER P 0.5 a FLAT THIRD 1 015 10: FLAT HALF S 0.5 0 FLAT 2 TRIED 1 0 5 1 0 FLAT 3 QUARTER U 1.2 4' A 30' SIDE STRIP V 0.6 4* A 15' END EGER W 1 X 11' CENTER STRIP A 7 ��2 9' X 181 SIDE STRIP Y 1.0 1. STREAM BUBBLER z VARIES 15 ADJUSTABLE ARC S P R A Y B 0 D I E IS RAIDERS 1500 SERIES BORDER X, ADAPTERS PROVIDE SPRAY NOZZLES PER PLAN USE POLY -PIPE OR PVC- FLEXIBLE CONNECTIONS S 0 12" POI SHRUB SPRAY BODY 7 A 6" POI TURF SPRAY BODY "-)SLEEVES UNDER ROADWAY OR WALK_, 1_/ m "TYPICAL VALVE BOX GROUPINGS F----- - -------- -- 77 11POP UP SPRAY BCD REMOTE CONTROL VALVE o 8 U, ' z z C) IRRIGATION PLAN w E GRAPHIC SCALE A, ."A 14 1 .1 URE PERCOLATION ALL I.— — — -- — -- — -- — -- — — — -- — -- - INQN AL I—A.AbON --NP C-A... LANDSCAPE NOTES: 1. All pivot —Wd -11 be —. G-. Na I or batter bs specified In -..- and BN,,-da A. fie Inn—N. —b— A., P" PIN" —­ .s May 'wIP toporing, I, Nursery P'°Mb', 'P.,t. I v.d Z by 1. of Pl. —b� R.id.', E—,—[ electrical 'LN"') to Prelude ir Agriculture A,-- ,A"" I _2 all .ti, �,P-ul... V.Pp 2. P. .—­ LAP-- —11 be ­'Ab . zll.. '—b— .' -1 in —A.- .1.1 7­1`7 - z"It" "A- —1xhall 11P d� 1. '1 pl-1 A I ""P " �- 11 " deWoSenN_ A tb.. 7. -11 be ­-I� -11 not be placed on , of iha root hail or placed a ain.t the S. Contractor 'AA V`-bordinances D. A, �.b — Pspoil �� P,'lobtaining 'o -- the atoll molcF (and type f mvlcpJ as provided in the <ifivoGvn above may result In a foNed ­""' el d acreppncias as .­­ .—b— (-1—A muck,—'� -) to 11 '—P. A —Id —, 1. W11, --,r . ­—N. ft,, -1 —1- —, to it of . —ftl between'.-ff— on the pivotllal plans,- 'lshall - _A A rezponaibia 1, bl: PAI to conform PLANT LIST- PLANT LEGEND: QTY. I ABBREV. I BOTANICAL NAME COMMON NAME SIZE & SPECIFICATION ( 'CaMndrai' use oak TREES & SHRUBS AR Maple 1. 1., 1.1- P.D. 12' - W Ht Rep Maple UT Lag—1,—A Pdi,° M.—qb.' L.— b-. MNpe 1- Gci.. 2' 1. —, Mull. -bl, —L' -IN. —P-11. N 11 l,'' Sabel Palm P.— ub+AI I, - SHRUBS, VINES & GROUND COVER PAN 9ophlolepla 1AP,'Alba' Indon tkwthzme 1A+, I ON. W 2�24 SPA SOD& MISCELLANEOUS ITEMS �11" VGin. Hl+, I ..L W P— SOO 'L- 'PA.— Mulch ., F ANPEACE . K SOIL BERM TO HOLD NOTE A—NP —11A L .1 A. IN. PP'A — A - AP I— . TP —Nli. SOIL "L AS SHRUBS/GROUNDCOMER ADJECENT TO BUILDIN .2.. 1� Ml}IUM BURIED PLAN W . . AN Ll PIA— FUG I —A A—`P b— I—T I'll A". AU.AIT A"S N­ N �ULCNZ V OWR No To NNL ..EA. T. A' 1.PAAl ILANLNP SHALL —P. ASSLNP ALL PLL--T I —All(" PRIOR I INIA'AP. I SHRUB DETAIL ,i, - LARGE TREE DETAIL .6 N T b' - - - - - - - - - P.— CR — . — A, BE ELE. YAiN P—bb- SOD PLACEMENT ADJ. TO PAVEMENT 1—PP A CLEAN,` N. -1— 1EOOUN PED wmra —P A— enW r—OD IIAI-- 7 SOD PLACEMENT ADJ. TO MULCH Tb —�,LANDSCAPE PLAN VICINITY MAP (NOT TO SCALE) MAP OF SURVEY N SCHEDULE B-2 - EXCEPTIONS a00, 11-1 1—ITNERRENEE—NE.—Onvo.W.. w E TA ONAT 2—:— IRAND-11seeROAgIN —11.1—DEDIN D.e—sRE/G.. :1-I've _.N. FEF—­—­­nNN.NlNG­­MP0R S tsua zrauE RA ­ —14M GRAPHIC SCALE IN— 11 - lil�r ENARENEE—m".A. iE FASEMExnroDEwcrl 1- 2— 3=PREAR AE­ARRN—ERn.E..—DrD = sI.- IN FE0. WINFEPADFORAREOEEI45NOF30' A ­T T NAHMODETODm� 8—Filln EAmMEvTIOFEEvlDAFOv0rftTOR­ONOONTWADrN P—­NTrl.R E.NvAm09,­ERDR­—,—E-1 z LEGAL DESCRIPTION -OAR 11 11— ne.—DOINFIR.F.CTION IN. nOvOA,_N,_E__NNE.nA_. OnT FNEe 1 m IE; OR NE,s4V'.. N T­ TE'DER.TOTHE—OFE.N.E.,­mNUNUENERIVERW 1­1 ..E.."As. _NvsA._ER.ET.A..._.=,lOAwOl 61 --A .FDREEDIREANDRENE.—E, m— -T .I.AFTENTONA.-ONINI-11 'ERRID—Ors DDiOWN l GENEENARREDOOREE....sox—, E—Ille NeVLRECOms.­—snTI-lA..­ ED FERTAEONG—Ill 70ANOWTONTRECE)END—EE.—Ils— VAIIIII—ENDENTENOFTNE V1011--nENEWIDIREARINNA. CIONORMAN, THERE A ­ THE E.A­ a.—.. TAXeENMRW Ove A f—MODEs, A, I-— se'ev NOTES IN HER r E. DONONE...E.— F 'Ear ­­'­ omrsw­j�, E. DI.I. FEN—ONLYINA—UP—D.—D . . TH F GRIEDOROREENTROPEREFREATEN, ON .1 .—N. DE, ..F—U.. DOETREE nff'VE4'- 1. IF1475 FNsNN.—vaNarT.EUa—NvN..G.—ETNATDN poo ON AR—NNO=—mW­D..mI­N­ FND4'XVM C ARAN NIOne—IO—EM 11 N U,mfel. ., I ..-IRENEED, Rr__ NDEREFENN DOL—ANDRONAREDIDE ORAND—LEalle—GENTINDENT'rav— AgT4,. .1 =.--RAINELYMPO—.-FRONVIN—TREE-1 E RE INOTEOCKOD—LORDEA.—O-DrIll , — -1 DLRAWDAFA IEO A-- OANNINIENE- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IxTENPRETAtWNOflUXWG — _.TERNEE, —Es—'e-RER—E, G. vG_ ­­­ AD _", E­'UN, I', 1. OVAU-11 FOR ns—O.—HrAl R. T. A, IN—ern—IOETNE­ AA . N . . . OR . HTF—R—El. TEATNTES. 0, OMAtUNS AEGER ON E.­­ 1-1 N­ A. EDDY ADDITIONAL R/W DOEXATEDTOTHIE CITY OF WINTER GARDEN POC f % CORNER, CERTI IM TO: SECTION 12-22 27 co, wosiR; DEENER ONA EA.— FRED 6-W CRa aNDEREIRIENNE," .—I".0—mDEGURNER. EILORINE = SOUTH SE /4, SE 2/4, SECTION 12-22-27 ------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V Or I D EA 12-2247 -,WP7"r per SJ-17.G5lI3)( )3 Florida Administrative Code RL -7 BOUNDARY SURVEY DATE: BOUNDARY, TOPOGRAPHIC AND TREE SURVEY giff IT T F %=-- I ..'et's --�A�CCURIGHT 7 ?IE; I-E, I FOREARN AR wuvs CAR Z= ­E, An', F_ CIL HARKINS CONSTRUCTION OWN EAAA v ONEMIll—O •ET WEST I, 5 r Joe NAME: SIGNATURE & SEAL •� JOBY Iib I . s as SCALE. ARCHITECTURE I DESIGN [ PLANNING DATE. •�. 1Li� wssdmromq. aem,,,rre see xeaan.me n..mr.sr+¢ ®®I JAMES A. GARRRANI_ RA tr/ 1C/ nomr..rww anm wn.M R 1, Int _ _ ITEM NUMBER IV. B. PUBLIC HEARING INSPIRATION TOWN CENTER AND LUXURY HOMES 1 . LARGE SCALE PRELIMINARY/FINAL SITE PLAN Mayor Commissioners Rusty Johnson John Grogan, District 1 40.AP Rosemary Wilsen, District 2 City Manager - Richard Firstner, District 3 Robert Frank '-'- 'F' George Oliver III, District 4 florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: November 13, 2018 SUBJECT: Inspiration Town Center PUD Preliminary/Final Site and Subdivision Plan Project# LS-2018-009 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Site and Subdivision Plan for Inspiration Town Center(Inspiration PUD)? BACKGROUND: The subject property is located on the west side of Maguire Road and south of the Florida Turnpike. The overall parcel is 16.87 acres in size. The subject site is comprised by two (2) parcels identified as Parcel ID numbers 30-22-28-0000-00-004 & 30-22-28-0000-00-017. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North ROW N/A Florida Turnpike East ROW N/A Maguire Road South Commercial C-3 Agricultural West Commercial C-3 Vacant Parcel The Future Land Use designation for the subject site is "Commercial" which allows both commercial and residential development. On March 6, 2018, the City Commission reviewed and approved the Annexation, PUD Rezoning and Land Use Plan for Inspiration PUD. DISCUSSION: The Inspiration Town Center Preliminary/Final Site and Subdivision Plan provides for a mixed- use commercial center with 90 Townhome units and retail/commercial. Building #1 is a 13,681 S.F. Pre-school. Building #2 is a 12,600 S.F. office/retail building. Building #3 is a two-story office/retail with 42,350 S.F. Building #4 near the internal park area is 2,500 S.F. of retail/office. The Planning and Zoning Commission Meeting Date: November 13,2018 Page 2 of 2 Stormwater retention will be located around the townhome project. Access to the site will be provided from a new road extended from Tomyn Blvd. The PUD has a minimum living area set at 1,500 square feet. The development is proposed to be constructed in two (2) phases. The Preliminary/Final Site and Subdivision Plan is consistent with the approved Inspiration PUD. Finally, potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 7, 2018, and reviewed the Preliminary/Final Subdivision Plan for Inspiration Town Center PUD. There were several technical issues to be addressed from the City's Planning and Engineering reviewers. There was some discussion on the projects entrance roadway and stormwater ponds proximity to the Florida Turnpike. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of the remaining staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site and Subdivision Plan for Inspiration Town Center PUD, subject to resolving any remaining staff comments before the City Commission meeting. Attachments: Location Map; Aerial Map; Future Land Use Map Zoning Map Inspiration Town Center PUD Preliminary/Final Site and Subdivision Plan Renderings Inspiration Town Center and Luxury Homes Location Map L_Lcolon/aL_A '. 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PROJECT GEOTECHNICAL : UNIVERSAL ENGINEERING SERVICES, INC -- -' I -'_ 3532 MAC IF BLVD ORLANDO, IFCRIDA 32811 d TEL 407 423-0504 EMAIL gplappoaLn'versaleng reerina com 3} ^�.— SIT_ E PROJECT ARCHITECTS: _'. RESIDENTIAL: METROARCHITECTURE PARTNERSHIP, INC CA ROBBY JOIN _ XA,_ 5401 SOUTH KIRKMAN ROAD -SUITE 310 0 RLAN00 FLORIDA 32835 iEL. 40` 354 4477 EMAIL: obbyR,,Yhen Cs.com COMMERCIAL. 343 PALMETTO STONE ARCHITECT MAI Lo STREET- TEL.4ND LORIOA 32751 TEL. -10] 539 EMAIL: astone999®aol ^€ f"a PROJECT CIVIL ENGINEER y� "a TAWILL ENGINEERING, INC.' 'L - C/O FARID TAWILL, P E i,- 6312 BU-ORD STREET / VNIT 702 E ORLANDO, FLORIDA 32835 TEL 407-399 -1161 VICINITY MAP EMAIL E11,11-9- cam PROJECT SURVEYOR: GRUSENMEYER- SCOTT& ASSOC., INC. 5M100 EAST COLONIAL DRIVE CRLC NDO, FLORIDA 34807 TEL, 407-277-3232 FAX 407-658-1435 EMAIL N,,,Y-tt@G,—U com PROJECT LANDSCAPE ARCHITECT : TAWILL ENGINEERING, INC. 30 TREES CIYT- ENGINEERING DESIGN • WGICIDTIC -PERMITTING G/O KEV'N ROGERS CERTIFICATE OF AUTHORIZATION : 5685 P,O. 3- 620720 58-9A 32562 IEL 407-858-9333 TEL 6312 2UTA11 STREET UNIT JO / OR7-3 1161FLORIDA32835 TELEPHONE: 40J-399-ff61 FAX 407-666-4412 EMAIL design®threatltree.c.orn INDEX OF SHEETS SHEET NO, SHEETTITLE 1 COVERSHEE'T 2 BOUIiDARYANDTOPOGRAPHICSURVEY 3 BOUNDARY AND TOPOGRAPHIC SURVEY 4 SITE DATA AND GENERAL NOTES 5 AERIAL SI'PE PLAN 6 OVERALL SITE PLAN 7 GEOMETRY SITE PLAN 8 STREETCENPERLDNE GEOMETRY&STATION ING 9 SIGNING AND PAVEMENT MARICING PLAN 10 PAVING GRADING & DRAINAGE PLAN 11 UTILITY PLAN 12 NOT USED 13 CONSTRUCTION DETAILS 14 CONSTRUCTION DETAILS 15 CONSTRUCTION DETAILS 16 CONSTRUCTION DETAILS 17 CONSTRUCTION DETAILS 13 WATER MAIN CONNECTION DETAILS 19 N STORMWATER POLLUTIONPREVENTIONPLA 20 CONDITIONS OF APPROVAL 21 SITE FURNISHINGS * SITE LIGHTING PLAN * LANDSCAPEPLANS " IRRIGATION PLANS (* ATTACHED SEPARATELY) INSPIRATION TOWN CENTER & LUXURY HOMES JOB NUMBER 18-001 SHEET 1 OF 21 JULY 2018 LAST REVISED NOVEMBER 2018 ITK lV GRAPHIC SCALE Ol 4 '01 op G, IT G, d, .. C�o,,4 r, lAlld`F THE :11If 114 OF "N_114 Or A, ----- --------- -------------------- OR411 .—RIMON AS FURNISHFD That v the —1-1 i/d of the —1—t 1/4 of 22 S-1h, Range 28 F-d' P", 1-b .1 5­­ SLID, Parkway, more P=R B.— I as:g " , the Cast '/A 26 East; thence run South 69'18'41"W-1. I­ fory Point of Beginn;ny; f`­ North 00'39'00' West, 86007 feat­11,1 1. the E-1 I,'- of ffie Northeast 44 .1 IS to n fire Southerly rlglrt-o?-wu/ being o e Southerly, hoeing , of <he d,Sate 0 4,495.60 teat; th- 1— 1.­&R, a ""h ­21'13" 1-t — E-t,d, EE—B 10 Id, - .1 — .— lh—gh T, Con trot enyie of 1-2"JV.J,3th... SouthS,IGI,0LIE,,, 26t, feet; South )176'09" tdl1E7feet; It — W-, East, 30 feet to the ­­ ­ thence South 861.03 flet to ILI Point of ge9inning, 1— th,, South 30 M0 AND the NddA half of the —W ISht of Way BLq South of the above d­lItI,ld property, Ad I,,y .,,d —y situate IA 0-9, County, EA. — BOUNDARY SURVEY FOR/CERTIFIED TC. City of 0-, Florida, Ch.ffi-, C.— & W-1. PA. Y01— R­ C--d—, LLC, OP-1 D—Np—M —, LLC, M-k. R-4 LLC, A-1 O. M-1; M-b —InvestmeInvestmentsM,,di, RPM 11 !kId.­ LLC; Leonard IT laird; Old R;p­c NA— OGG 1­­ Company NOTES CORRESPONDING TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY OWNED & ENCUMBRANCE PROPERTY INFORMATION REPORT, AGENT FILE flAELPIRATION OC­ — A RLEJ17116662 THE SURVEYOR HAS LIMITED IIIS ROWEN IQ SEARCH FOR D­dENT G­ INAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN TO THE SURVEYOR PERTAINING TO THE AGAVE REFERENCED REPORT. SR BOOK 121% PAID 169: PLOTTED DEPEND 9. O.R. PECK 3613, PAGE 2366, SUBJECT TO NO PLOTIABLe EASEMENTS 10. O.R. BOOK 3894, PAGE 13631— BOND 4702, PAGE 258910.R. BOOK 5396, FACE A-- 6432, FACE 2130, _,cr iC. NO ­E EASEMENTS 11. O.R. ROOK 4034, PAGE 29 11O.R. ROOM 4102, PAGE 36710.R. DOOR 470P, PAGE 25751G.R. BOOK 6432, FACE 2116, SUBJECT TO, NO PLONABLD EASEMENTS @ OR. EDGE ­. 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No. 36.6 I I wre ,wv,smns xevuwnr cxecuo. u�.ue.�.m ,uo, ln,.,,r wxe�.l tELEPNONE' 407-399-1161 FAX,401-668-4412 C1'1'Y OF OCOEE FLOStIDAI paiE MONOLITHIC SIDEWALK N.T.S. TOOLED EDGES 1/8' RAMS— H A. pp 9 CONTRACTION JOINT �oETYPICAL COMMERCIAL ASPHALT PAVEMENT SECTION N.T.S. N.T.S. W � PRW ULDED UPANSIONJOJI(NN"FATERIAL STAB SUBCftO.F-� NITS , CONCRETE JOINT DETAIL 510 —0 v x W —R SiO. —G 7 INS. & —.1 N,T'3. GENERAL NOTES vaeles " le"I 'V b 'V�" �l �11111i.'-' ZVIL'111111;:XU�*11'111 I " Mg. 6T CONIC. CURB DETAILS AT A � IN'E"RNCRETE WALK C N.T,S, '0' _A4 I'D 'IRA w/ RG . .... . I-Ir In AT 0' CENTERS MV All TYP(C.'Al RF��InFNTIAL ROA0 GFCN0N EGG G W IPA-RS ON BUCMNONAAf GAAD 11 DUMPSTER PAD ENCLOSURE A�LT 11—T "'ET IS D, 11 ETS" 'E. G., a" CRUSN£Q CONCRETE lGlp—E. TO 'w MAX, QENSITY PER W EGG SPIOZ COMPACTED IS ull, METHOD 0' TYPICAL SPFCIALIT' PAVFR SFrTION INC CONYrRUCTIONDETAELS TAWILL ENGINEERING, Lieom INSPIRATION TOWN CENTER AND LUXURY HOMES 012 R—RD —ORLANDO—T'ROA TR / ]' 15 UNIT 7 2 E NONE. - .N �_. 8l -0lCl I.A I 1 � m PLAID RSa,mFxr eco+<'+4e " !•�e 4F=� swa�i7i7� ,e o STEEL GRATES -0 z• `a, � sa Ni Iyi !v zseF SECTION x.= TYP u D :. ,4ei.w 1:14o v INLETS GENERAL NOTES n m.o<.ongo� ro = r n o. Iocaa. Nc,a w s a Nlne, o, bo+l, aioa ar Mown a, 1v"a ct c . ,o+ ro p a a bkyila IUUNc i. d o e,�`coYm encea amulba�e Vea laor nra =or !o nett plpac N enfielpo+etl. Steel wotea Nipe caaa Imgera tµn DITCH BOTTOM INLET TYPE D Tr1P NF.w-sNGtE PIP£ G //LLCLLGG GL`CGCF/ sz— r•, t. Ellii7?.T i �%il�iir s'.rrriimFi hMfi',y �.K PiY A�+enxzu� �,m iIiE i a RNLNc—yl k 131] 8 127 Rfl(6YR9MIEPS)� _ - 126 _i25.61 uaiE 5r I �5 131 -1IOA 1-11 , R.D,, � UN IS: WFFEt oar xE(ENRcu P01C 13' 1124 124 it0 1 130 (/23 2z , 00.VSiRUCt YEEP HOLES. '. 12y_E ryS,vN kl2l129 122 16"wrr D. 128 121 4 1 2i a0 ` 21 - --- —_- - -i __-_-__-__. -_ 127 120 ii20 EXIS(IYC JRAGE� G '- RETAIMh; YIALL 125 ,j T (NY QiN:Rs) i'f 'TO PDND --OFI21 1118 1125 - 5 118 E�ta•rFFFlRFpAIFNCs L Y � L 123.50 r t 18 124 / ri - i 124 (117I T' Dow.=�vAL- AOu; miNE wm _fAa aF w>4. I I \. --------- 117 �123 AEFER TO 51 tNCiVPMOM1Ld.1 FJR PEV�IiEO FOOr•NC ENSEDMENr. 123 116 116 ^_ lie OF SLOFE� I1zz ns �.1 s nN7 / 121 :1 ¢ R"FF.R n IRULRRN. FAWINGS fOR REQUIRED FOo EeC ENSRU-1.. rY� _ 114 120 tr/ I201 I+.13 20 MIL NYC LR.ER� ti3 vFmlc,iral.l-= is SECTION A -A orez6NT till 1 2-vERn^AL �` -'z SECTION D-D 1131 130 x q�`Aax F 1129 MIT^RFf1 FNF} SFG-ICN 12� N.T.S. _ ,2S ICN NStf-C45r w'A.i i 132 I ,'- WIiM WEE ' HOLES 13^ 125 (s wmE wElk s' HICN : RE-msr wall_ 129I/� ( I I/ — I, 32-fSrorNEEt wl R .nu 132 —_ 128 I� I, — 122I 1131 fl: ixlun IUxNPIit� RON RY RErENNON PONO 5' z5.6�' 131 127 — — — — — — -- — 'I -�I (f - I�It-- [ 1277 I130 Dm va(+IEs 1 m••� 130 ANt srAPE � TAT -I — 15' ' (F12"o IT II '1 i_____- _ gG 726 129 _ - I I�F.1. iza6 129 POIID 60 TOM_ - I --I {(T\I� POND S.IC 125 _ 1 I 128 I I TI�T'�( 2' 178 (r \\\ I I 124 - '^'1255J :• 1. 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FLORIDA 3t835 nr).�, nn nr•nuv ( la 2I wvwuv tELEPRUNE• 407-393-1161 FA%: 407-66&-4412 _ .... .._.,=_._.._ NI.[)liinA f HATE 1 newm _, oe — m OtATE) ha,o Pip°oe 9CLLE T:c ich ' mal *14-60 — v ` caxsrzuOCTi�N VETAILs cl (, � Uot� Apgrzof5conuat' N:b�A 6ne.aana..t — FVCMDPE ftOsOaint Tnbla —�_ M maxc�iievil'im°airgl�l"b"tlJ No'L caNstrivOCF aN yr Nis ti vr� en zofe H Le s—E mm "at D.I.P. ResIreLiTatle 2of9 P c 6cnLEl. Na �.sif RNLI CITY OF OCCEE s st N � — oEtUAit c C'TY OFCCOEE SWeinln OL) c CIfYU ON&TRa���feFra ,000EEu tOs m,u itt ( Tu u Ia2 I N TAtiVII,L ENGINEERING, INC. � CONSTRUCTION DETAILS I I .�,°rtix-am r °N.„„, an j ® m ENc nE RN0 oesicn . cOnsuEnnc . P Rufrnxc I INSPIRATION TOWN CENTER i °.rE tU Y29t8 r.c ( n,. f P� CERIYICAIE W AUiRORIZAiiNi, 8826 AND LUXURY HOriVIEsi FARID J, TAWILL. P,E. se„t.0 ��sc.on�r a 6312 BUFORD STREET / MT 702E FlOFAOA NC. Na. 36946 N:I'.S. I xvvniu a iu.neaxe „iu,.nnnr cwur,.nxneis iau r..�, a ,e .—D., FLORIDA 32835 T-PHONE: 40]-399-1161 FA%: 40]-868-4412 CITY OF OCOEE PLORtDA 1 DA1E 1 streur IS os 2I 1 1, A six ii'Vs v fin N r. , -kl-t NEW IN I mtzllm 3�b IN Th-HUH-1 - 1A.0 ti-ill H r- ac W-1 A 6�. +c e' NSiaVOCi 9v oE'fals W„ �Vie) c+i�vormxo�as � — u{on - 26+e slim s�nciAew are SO„- UI^uM temp: ZCovxma, 1 40 Iz=7 M12T,= 1 o ` 6a s.—ao F o :ales ' �a +A`I consrFommHcerm�silk, � — urm.. IsK.sev.,, I RING, INC. TAWILL ENGINEERING, CONSTRUCTION DETAILS °aw„°" 9 a l NmvE xlxa 9EswN . oxsue no . fERMImxD ® RnncAre AU O aPTON: e6z5 INSPIRATION TOWN CENTER ( °"Te Jucr2ole AND LUXURY HOMES Poo J. uwLL, P.E. YORIUA LIC. No. 38843 (�nLe WE,& U 8312 BUFORD STREET / NI' M E ORLPN03, FLWIDA 32835 ICt't'Y TELEPHONE 402-399-1161 FA%: 407-6 —4412 OF'OGOL+N tL02tOAI pqi[ (se 1? uF ZI cur_ 9 N } 0 L co W V o a '7�. �`•� t -- - —'I� J '�, J warER Mnw xEVEON _ Qi INSrALE 9°oIP WATE3 uAIN ANSNAlWYA Ax U4•IC,Si � I ---� Z 04 INS,'AIJ B�N"TEE WITH 4"OATEVatVE © IN OUBIE TALL 4"1OETECT RCNECK VALVE 15 $�* _- �•,� � m _5 V �' © msrnu.FRE OEPARTn�ENr rvnecnory Qr INSTALL 4"PVCC806oR ie to � INsr cem aoLrnslNc 7 10 -il INSTA`LR'FPL9ACKFLOW PREVENTER wsrn vlsraULI U.UILE UD'RU.R Crec _ —U-9-FATE . c ER,o rnsrauc.4v sENo �--� I i ' — �' INSrALLabS• SE No J IN" III —END INSTAL—I'REUUCER ,QA IN6TAlLe'n9'iEE l ON hilp � BLDG. No.3 0 OI �- BLDG. No. 1 8 Q -- ❑ 720 _ 8 ` • ' " li.X"' WATER CONNECTIONDETAIL - WATER CONNECTIONDETAIL - I TAWILL ENGINEERING, INC. __ � oa <mR EewwEEe�Nc oEsmn consuLnrvc RERNImxc �µ°'VeL .xP N'. 0 ® cERn: wale o. ae•NORlzauoN. sfizs „,..., 8512 BUFORD STREET / UNIT 7D2 E ORLAh00, FIORIDA 1-1ove � � . .revsun vouexv+v gem._ IELEPHCNE: <U%-399-ii61 FAX: 407-668-4412 WATER MAIN CONNECTION DETAILS le,6m INSPIRATION TOWN CENTER JULY2013 AND LUXURY HOMES I FARM c. TRILL.P.E. — FLORID4 L1I.. No. J8846 CITY OF OCOEE FLOIUDA I RCF` 1 elver 8 or - ,( ;` �--� ' -;?-- �- _ --� -� - � fR -. t A 0.1. cEC'IPY J0, iV1'NSHIP G2c RPNCE 28E :.) "' a --"r`,s' ,--="'� "- V/'tlf�'-.IAnIR� eF >cnnri - eaysmuenox of re aio s- Ice euII DIN„ IN E ` — — 1E1.U. NA1ER BCDY - Nc OlscnARCE GR Gc,FAL ( G 1. R BAGN Ia IS IN sroRACE) S , MNniER eER,.uTnxe = sarewmv Ali. Grr BF acoEE GUMPSTERs s,uU_ BE PRO\tVEU U1-1I1C FOR OEBRis an0 tiirER racunES LILL BE PRUnocD oN-slre w 5ANI—Y rvns,E :I.rcn.<°len 1. FERrwzEas. xEReImDEs AnoicR PesnelDEs ARE PRcposev cXlc a9rnNCESAbePRD ED - NO .11THO NEn FNDs DN-srEPCs EXISTNGsArlD:QL ,YPE: — ITURI FIVE SANDS, I5%cx: FINE 6ANDs 5x •,.,mNA FNe s cc�� nn r� - SEWEYCE OF CONGl1iVCPDN = \\ pROJECi i0 BE COnsrRUCifD RN A s:NGLE BASE LL�� \ a % SHEET 9 Hl!,, " p g l / �' fa _ Q ill` I - PERMANENT STIBILZAr10N OESCRt­= AN, GPi oSAREAS SHALL BE SADDEO ' \ r� \\ Y ys: �"/' Se e'•1` ��Jl III I }I 0�, \~ � 41 I I Q IIIIIpdi InIC1 Ip I — nluglnp' --P—LEGEND SILT BARRIER FENCE f unlu'Ig p J �� I IIII ;L- I�II`lll� - -J`- -.- EXISTING DRAINAGE FLOW Gw3"HUB E� 9 V . o'lutin; Ip p II s ro \ i'ilL"L"#'1 ll� pp p II aNrn.Ha Gaa, Inpr l � �nlhl iI p p + it m»o om, cuuer fOuPLE7£R�YSEL'�n�W'ep ewer IN, 1. tact - ew- _ : slutaF ciFl,r ___ ____________ t 1 - , emm.,,cr ! ro„mrc.wce sk - f. ,Eia m ":S > PNa NBi sP.rr HETALL tEMPORPRY SILTANUIR FENCE. III. MAINTAN'FOR DUN— en Pore e. X cF ccNSTRu ITN . 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C--) -URU-N.-I IS wNaE UFUryi AMAX loge I WE RACK ASSEMBLYOwMor, Inc, m fz4 5,Spam TAWILL ENGINEERING, INC EIRINSEANO 0E54N - -N—I— 1-11FIN. —7111-1 AU.—AlSA — 6312 BUFORD STREET / UNIT 702 E ONLANE% FLORIDA 32635 TELEPHONE: 407-3-110 W 407-668-12 I'M "I 'f' . - NOT -v F. B. — o"WEBISB 'Q141W RECEPTACLE oQmor Inc. Om I : ::k�: , rw EL .1 NIS ..Wl, m IN-1. , A. � r j,7, gz—0, IMMA'U" t"o"ll Al�-Alr= :gu ;4E RECEPTACLE A§,BEMOLY [--)Umc I, I M., qq--Z-FTo I ". . N-1.11 IVA SITE FURNISF41HOS INSPIRATION TOWN CENTER AND LUXURY HOMES CITY OF OCOHH FLOWDA nra JUL Y2018 FARAD J TAWILL, PEue FLORIDA LID, N.. 38$151 NLT S. UAIE ! ...'aL on -a I B 0 20 C Site Lighting Calculations for Inspiration Town Center Overall Site Lighting Photometry Ocoee, Florida U E p NEKE .GY. D ------------------==------------ A1ACUiRE ROAD F § ey Landscape plan _ ( xq INSPIRATION O OCOEE, FLORIDA Er ao Bax 6'Loi16 Oriantlo, Flontla 32862 ' . Nuriti p -- o �T R i \ y r , f oa y a� wo r®® P f /(\ CLUBHOOUL i 100 - YEAR NTION r nr s i t MR Ra I ------------- sl 25'— r _ t./ �.✓,E ' �"� \�' , r.��a-.nc ro open %rep p. �p .. OO — r CiJ Z� ------rs'--------------- ----------- ------ jI LA-1 --------m,-__ -------- -------- ---------_ - ----__ � - -__ _ ---uS' Jill ~ � / � � ~ ~ J `on'YEAR RETENTION AREA 0+ ' '/,' . ` ' - -- Avzl , 421 P -- , o T. se mo ° r� n j9 4 I , m z D0> 2 _ {._ za — — - — — — — — — — — — — — - I: + s --------tss'----- --, -------- ----- ----- - -------- landscape ' 4 v INSPIRATION 3 W OCOEE, FLORIDA PO Box 620726 Orlando, Florida 32E62 • CODE PLANT LIST PALM TREES CANOPY TREES pc pENXs.L.ESiRs zRpArERALM i ari NTIFI vuE M nE .,PEc —11 $ k MANA LIVE ONC �� IPfi ovERGU� vlRc+l M,M1 lo'-n' Ni. X 5' 5 Rp1N398 5 01S^,nFKI., Noa•Li5 a.SMARK PALM UNDERSTORY TREES � 35 MA,�oLI., M.N. J ,5 ,LEX =EaT'�E u�,L.E Rap u M< N�L,� �RANpIELORA s^,�NERN Imo'. a' Nr. X 5' EPRp. nvl. 5'C3H �� 28 NCEyRSigoEMI c Eni R-L _ �/� _e ULMUS A_Ai4 wNGEo ELM 125' _. _- ,ii' ui. X 5 ., r<a M,N a• pau gb /UWPERU q BRop a JUNIPER ..Rope_ == -__ _ PINU, as ELuoml sLAsu P�nE \ MIN l3.la'Nr.X-• sPRD, MIN s• paLl HEDGE SHRUBS pp A APAN _E. w o u5 %�. ` - � -_ uu � , -' - - H - _ ODIu plSile�,Wn aALD C'PRE35 -Ix Hi X 5' D, nIN 3' JaH nAceoPiR� U 859 cPaFxA.lesIMUM =wEEi `/ie'�J tIH >25 =PR LOW SHRUBS/ _ -- - - GROUNDCOVER _ cT1 I -T L si � \ � + i rl. ` - - soo rsp sPEnES ra ae clEs ro ae , AL, MIN 3'NT _T 3® _ _1 _ i Lam" i 111' n I I° III j � Ili i III I L. I lil I I Oo a o SEW 390 LA-4 1-1— .1K 3, DDSR ELEMENT IL.j­ LFP .IA Tb PARK PLAN NTS TREE CALCULATIONS TREES REQUIRED(PROVIDED 3662 LF PERIMETER BUFFER 12) SHADE TREES PER 100 UP BUFFER 74 SHADE TREES PROVIDED 74 (3) Ul TREES/PALMS PER :00 UP BUFFER 110 UNDERSTORY TREES/PALMS PROVIDED 125 183 PARKING SPACES (1) SHADE TREE/PALM PER 4 PARKING SPACES 46 SHADE TREES/PALMS PROVIDED 66 go RESIDENTIAL TOWNHOME UNITS (1) SHADE/STREET TREE PER UNT 90 SHADE/STREET TREES PROVIDED 93 ADDITIONAL SHADFIUNDFRSTORY TREES PROVIDED 68 TOTAL TREES REQUIRED 320 TOTAL TREES PROVIDED 416 LA-6 ✓/r -- ,i1ACL'JP.E R09D rt AIN IRRIGATION PLAN INSPIRATION 0 +JIII OCOEE, FLORIDA ��y a0 Box 62oizs t c m { �i OrlaMo, Floritla 32862 " vRN Cry n w n -______t-3'______------------------------------------ _------- _---- N� � LL Q C- CO W o zo IR-1 � L/P 00 z 0 n.toz 0 0 7, IR-2 -- ---------------------------- ------------------------------------ 2WACUIRE RO,4D IRRIGATION PLAN RRI INSPIRATION OCOEE, FLORIDA icy �o Fl- 9ZLOZ� 1-8 Od T 'h 1! 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COMPREHENSIVE PLAN AMENDMENT Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 City Manager �� Richard Firstner, District 3 ee Robert Frank George Oliver III, District 4 florid° STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: November 08, 2018 SUBJECT: Capital Improvements Element—Amendment Addition of the Fiscal Years 2018/2019 — 2022/2023 Capital Improvements Program ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend adopting an Ordinance amending the Capital Improvements Element of the City of Ocoee Comprehensive Plan that includes the addition of the Fiscal Years 2018/2019 — 2022/2023 Capital Improvements Program? BACKGROUND: The Capital Improvement Element (CIE) of the City of Ocoee Comprehensive Plan is a requirement of Chapter 163, Florida Statutes (FS) and enables implementation of the Plan goals, objectives, and policies needing capital funding for a 5-20 year planning horizon. Each year, the table section of the CIE will be updated to ensure that the adopted list of capital projects in the CIE matches the City's newly adopted fiscal year budget and approved five year Capital Improvements Program (CIP). The CIE does not propose any new projects not previously reviewed and approved by the Commission. The Florida Legislature enacted legislation allowing adoption of the annual amendment to the CIE to be accomplished with a single public adoption hearing. Additionally, State Statute no longer requires a copy of the Ordinance to be transmitted to the Florida Department of Economic Opportunity (FKA: Department of Community Affairs "DCA"). Therefore, adoption of this Ordinance is final in its form and content. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: This Item does not go before the DRC. The Planning and Zoning Commission Meeting Date November 13,2018 Page 2 of 2 STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend adopting an Ordinance amending the Capital Improvements Element of the City of Ocoee Comprehensive Plan that includes the addition of the Fiscal Years 2018/2019—2022/2023 Capital Improvements Program. Attachments: Fiscal Years 2018/2019—2022/2023 Capital Improvements Program 14 N 9oi -0 o CO C? m o N � > O X 0 o ° � n � 20 21 22 23 24 25 26 ITEM NUMBER IV. D. PUBLIC HEARING OCOEE LANDINGS 1 . COMPREHENSIVE PLAN AMENDMENT Mayor Commissioners Rusty Johnson404* John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank George Oliver III, District 4 florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: November 13, 2018 SUBJECT: OCOEE LANDINGS PUD MAJOR AMENDMENT REZONING TO PUD Project No: RZ-18-09-14 ISSUE: Should the Planning & Zoning Commission (P&Z) recommend approval of the Substantial Amendment to the PUD for a rear yard setback change from 20 feet to 10 feet? BACKGROUND: The Ocoee Landings Planned Unit Development (PUD) which was approved on October 20, 2015 consists of a mixed-use development consisting of 9.15 acres of residential and 6.89 acres of commercial. The residential portion of the project is proposed at a maximum of fifty (50) dwelling units. The typical lot size proposed is 50' x 110' (5,500 sq. ft.). The minimum living area is 1,400 sq. ft. There are three passive recreation areas with two tot-lots proposed on the LUP/PSP. The subdivision will be un-gated with public streets. As shown on the plans, the four (4) commercial lots will have access on Silver Star Road and Lake Johio Drive. The commercial portion will consist of 6.89 acres of C-2 (Community Commercial) uses with certain uses (Automobile Sales, Hotel, Motel) excluded. Special Exception uses allowed will require a Special Exception Site Plan approval before permitting. There were three (3) waivers from the Land Development Code that were approved. First, the Applicant received a waiver from Table 5-1 Permitted Use Regulations to allow drive-in restaurants within two hundred (200) feet of residential property. The reason for the waiver is because of the mixed-use characteristics of the PUD, the residential lots will be less than 200 feet from the commercial out parcels. The second waiver approved is for the commercial building setback of 50 feet against residential use to be reduced to 25 feet on lots 3 and 4 only. Again, the mixed-use characteristic of the PUD makes for a more compact development pattern. The third and final waiver granted reducing the PUD 25 feet minimum building setbacks for the residential portion of the PUD. Staff supports all waivers as requested on the LUP/PSP. The Developer of the PUD has brought in KHovnanian Homes as the builder of the residential section of the PUD. The builder is requesting a change to the rear setback from its current 20 feet to a reduced setback of 10 feet. The request is to provide enough lot coverage for a popular model home which will upgrade the community. The Planning and Zoning Commission Meeting Date November 13,2018 Page 2 of 2 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 07, 2018, and reviewed the Amendment to the PUD Land Use Plan. Staff discussed how the rear yards of the lots drained and if it would have an effect on properties to the rear. The applicant provided that the lots were approved with "A" type drainage. A drainage of this type has the water run from the back to the front as opposed to a "B" or C" which has some drainage to the rear. When the discussion was finished, the DRC voted unanimously to recommend approval of the Substantial Amendment to the PUD Land Use Plan for a rear setback from 20 feet to 10 feet. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Substantial Amendment to the PUD Land Use Plan for a rear setback from 20 feet to 10 feet. Attachments: Location Map Zoning Map Aerial PUD Land Use Plan for Ocoee Landings Home Elevations Ocoee Landings Location Map / i >/ ft tAll -. 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ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OFTWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226,TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 ISREQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITHASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED INACCORDANCE WITH SECTION R905.1.1.3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITHAN APPROVED SELF-ADHERING POLYMER MODIFIED BITUMEN SHEETMEETING ASTM D 1970 OR AN APPROVED SELF-ADHERING SYNTHETICUNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS CLAY AND CONCRETE TILE (IF APPLICABLE) :THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. -6TH EDITION (2017) R905.3 SHALL BE IN ACCORDANCE WITHTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ORCONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,ACCORDANCE WITH SECTION R301.2.1.3 OR THETYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERALSURFACED ROLL ROOFING AND SHALL BE INSTALLED INACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETEAND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITIONWHERE THE VASD IS DETERMINED IN ACCORDANCE WITHSECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.(1829 mm) above the finished grade or surface below, the lowest part of the clear opening ofthe window shall be a minimum of 24 inches (610 mm) above the finished floor of the room inwhich the window is located. Operable sections of windows shall not permit openings thatallow passage of a 4 inch (102 mm) diameter sphere where such openings are located within24 inches (610 mm) of the finished floor. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORSRESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSSMANUFACTURER.FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, ATGUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, ANDSTEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONSON RAKES.BEHIND THE FRONT FACADE ZONE.1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALLRECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WINDFIFTH EDITION WHERE THE VASD IS DETERMINED INRECOMMENDATIONS OF RAS 118, 119 OR 120.REQUIRED UNDERLAYMENT PER F.B.C.R. - 6TH EDITION (2017)R905.1.1 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE.ALL LATH AND LATH ATTACHMENTS SHALL BE OFAND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVERVENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED,A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND R703.7.3 WATER-RESISTIVE BARRIES.WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED INA PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE DAND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8)ROOF CRITERIA ELEVATION / SHINGLES U.N.O. R703.7 EXTERIOR PLASTER.INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH R703.7.1 LATHE.CORROSION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRELATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGENAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM),OTHERWISE APPROVED.R703.7.2 PLASTER.PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESSTHAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATHMASONRY, CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD ORDECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUMBACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BYPLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THETOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1).ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLABSYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOTEXTEND BELOW, LATH, PAPER AND SCREED.THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALLBE AS SET FORTH IN TABLE R702.1(3).R703.7.2.1 WEEP SCREEDS.CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ONEXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEPSCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THEEARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF ATYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOROF THE BUILDING. THE WEATHER-RESISTANT BARRIER SHALL LAP THETERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING,SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITHPAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLYSUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANEINTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER IS DIRECTEDBETWEEN THE LAYERS.12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER EXTERIOR PLASTER 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OPT. 4' HOME EXTENSION;REFER TO FLOOR PLANFOR WINDOW AND DOORLOCATIONSOPT. 6FT. MASTERBEDROOM EXTENSIONOPT. 6" x 1" RAISEDSMOOTH STUCCO BANDOPT. FRENCHDOOR 2'-0" WINDOW OPT. 26 SH 6'-8" OPT. 26 SHWINDOW 6" x 1" RAISED SMOOTHSTUCCO BAND6" X 1" RAISEDSMOOTH STUCCOBAND6" X 2" RAISEDSMOOTH STUCCOBAND COACH LIGHTS 1'-0" TYP. 2'-3" 8'-0" 6" x 1" RAISED SMOOTHSTUCCO BAND (TYP.) OPT. SERVICEDOOR A1 8'-8"3A2 6"WINDOW HGT6" 6'-6" 2'-2" STUCCO FINISH(TYPICAL) 6" 2'-3" WINDOW TRIM DETAILS 1/2"=1'-0" 2'-3" TYP. FRONT ELEVATION "A2" 1/4" = 1'-0" A1 8'-0" 2'-0"2'-0" RIGHT ELEVATION "A2" 1/4" = 1'-0" 6" x 1" RAISED SMOOTHSTUCCO BAND6" X 2" RAISEDSMOOTH STUCCOBAND 1'-0" + 10'-0" T.O.B.0'-0"T.O. REF. SLAB 4" x 18" RAISED SMOOTH6" x 1" RAISED SMOOTHSTUCCO BAND STUCCO BAND (+1)ROOF MATERIAL PERCOMMUNITY SPECS.6" x 1" RAISED SMOOTHSTUCCO BAND6" X 2" RAISED SMOOTHSTUCCO BAND + 10'-0" T.O.B.0'-0"T.O. REF. SLAB STUCCO FINISH(TYPICAL)6" X 2" RAISEDSMOOTH STUCCOBAND ROOF MATERIAL PERCOMMUNITY SPECS. In dwelling units, where the opening of an operable window is located more than 72 inches AROUND ROOF OPENINGS.ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARETO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOFASPHALT SHINGLES (IF APPLICABLE) :BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.4 AND R905.2.4.1.2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OFTWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226,TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 ISREQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITHASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED INACCORDANCE WITH SECTION R905.1.1.3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITHAN APPROVED SELF-ADHERING POLYMER MODIFIED BITUMEN SHEETMEETING ASTM D 1970 OR AN APPROVED SELF-ADHERING SYNTHETICUNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS CLAY AND CONCRETE TILE (IF APPLICABLE) :THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. -6TH EDITION (2017) R905.3 SHALL BE IN ACCORDANCE WITHTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ORCONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,ACCORDANCE WITH SECTION R301.2.1.3 OR THETYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERALSURFACED ROLL ROOFING AND SHALL BE INSTALLED INACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETEAND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITIONWHERE THE VASD IS DETERMINED IN ACCORDANCE WITHSECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.(1829 mm) above the finished grade or surface below, the lowest part of the clear opening ofthe window shall be a minimum of 24 inches (610 mm) above the finished floor of the room inwhich the window is located. Operable sections of windows shall not permit openings thatallow passage of a 4 inch (102 mm) diameter sphere where such openings are located within24 inches (610 mm) of the finished floor. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORSRESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSSMANUFACTURER.FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, ATGUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, ANDSTEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONSON RAKES.BEHIND THE FRONT FACADE ZONE.1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALLRECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WINDFIFTH EDITION WHERE THE VASD IS DETERMINED INRECOMMENDATIONS OF RAS 118, 119 OR 120.REQUIRED UNDERLAYMENT PER F.B.C.R. - 6TH EDITION (2017)R905.1.1 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE.ALL LATH AND LATH ATTACHMENTS SHALL BE OFAND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVERVENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED,A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND R703.7.3 WATER-RESISTIVE BARRIES.WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED INA PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE DAND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8)ROOF CRITERIA ELEVATION / SHINGLES U.N.O. R703.7 EXTERIOR PLASTER.INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH R703.7.1 LATHE.CORROSION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRELATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGENAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM),OTHERWISE APPROVED.R703.7.2 PLASTER.PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESSTHAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATHMASONRY, CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD ORDECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUMBACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BYPLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THETOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1).ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLABSYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOTEXTEND BELOW, LATH, PAPER AND SCREED.THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALLBE AS SET FORTH IN TABLE R702.1(3).R703.7.2.1 WEEP SCREEDS.CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ONEXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEPSCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THEEARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF ATYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOROF THE BUILDING. THE WEATHER-RESISTANT BARRIER SHALL LAP THETERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING,SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITHPAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLYSUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANEINTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER IS DIRECTEDBETWEEN THE LAYERS.12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER EXTERIOR PLASTER 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OPT. 4' HOME EXTENSION;LOCATIONSOPT. 6FT. MASTERBEDROOM EXTENSIONOPT. 6" x 1" RAISED SMOOTHSTUCCO BANDOPT. FRENCH REFER TO FLOOR PLANFOR WINDOW AND DOORDOOR 2'-0" 6'-8" OPT. 26 SHWINDOW RAISED STUCCOW/ SCORED GRIDRAISEDSTUCCO BAND 4" 2" +2 +1 WINDOW OPT. 26 SH 1'-0"1'-4" 8" x 16" RAISED SMOOTHSTUCCO BAND (+1)6" x 1" RAISED SMOOTHSTUCCO BAND8" x 1" RAISED SMOOTHSTUCCO BANDCOACH LIGHTSSTUCCO FINISH(TYPICAL)6" x 2" RAISED SMOOTHSTUCCO BAND 1'-0" TYP. 2'-9" 2" 1'-6" 1"=1'-0" 6" STUCCO DETAIL 8'-0" A2 2'-6" W/ SCORED GRID (+1)4" x 2" RAISED SMOOTH 12" x 18" RAISED STUCCOSTUCCO BAND 3'-8" 6" x 1" RAISED SMOOTHSTUCCO BAND (TYP.) 6" 8'-8" SERVICE DOOR OPT. 6"WINDOW HGT6" 7'-4" 14" WIDE PANELSHUTTERS A1 3B2 6" 6'-6" 1'-0" TYP. A2 3B2 2" 6" x 1" RAISED SMOOTHSTUCCO BAND6" X 2" RAISED SMOOTHSTUCCO BAND 2'-6" WINDOW TRIM AND SHUTTER DETAILS 1/2"=1'-0" 6" RIGHT ELEVATION "B2" 1/4" = 1'-0" 2'-9" A1 2'-9" FRONT ELEVATION "B2" 1/4" = 1'-0" 2'-0" 1'-0" 6" x 1" RAISED SMOOTHSTUCCO BAND14" WIDE PANELSHUTTERS COMMUNITY SPECS.8" x 1" RAISED SMOOTHSTUCCO BAND8" x 16" RAISED SMOOTHSTUCCO BAND (+1)STUCCO FINISH(TYPICAL)6" x 2" RAISED SMOOTHSTUCCO BAND ROOF MATERIAL PER + 13'-4" RAISED HEEL @ ENTRY+ 10'-0" T.O.B.0'-0"T.O. REF. SLAB TYP. 8'-0" + 10'-0" T.O.B.0'-0"T.O. REF. SLAB COMMUNITY SPECS.STUCCO FINISH6" x 2" RAISED SMOOTHSTUCCO BAND ROOF MATERIAL PER(TYPICAL) In dwelling units, where the opening of an operable window is located more than 72 inches AROUND ROOF OPENINGS.ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARETO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOFASPHALT SHINGLES (IF APPLICABLE) :BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.4 AND R905.2.4.1.2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OFTWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226,TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 ISREQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITHASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED INACCORDANCE WITH SECTION R905.1.1.3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITHAN APPROVED SELF-ADHERING POLYMER MODIFIED BITUMEN SHEETMEETING ASTM D 1970 OR AN APPROVED SELF-ADHERING SYNTHETICUNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS CLAY AND CONCRETE TILE (IF APPLICABLE) :THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. -6TH EDITION (2017) R905.3 SHALL BE IN ACCORDANCE WITHTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ORCONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,ACCORDANCE WITH SECTION R301.2.1.3 OR THETYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERALSURFACED ROLL ROOFING AND SHALL BE INSTALLED INACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETEAND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITIONWHERE THE VASD IS DETERMINED IN ACCORDANCE WITHSECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.(1829 mm) above the finished grade or surface below, the lowest part of the clear opening ofthe window shall be a minimum of 24 inches (610 mm) above the finished floor of the room inwhich the window is located. Operable sections of windows shall not permit openings thatallow passage of a 4 inch (102 mm) diameter sphere where such openings are located within24 inches (610 mm) of the finished floor. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORSRESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSSMANUFACTURER.FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, ATGUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, ANDSTEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONSON RAKES.BEHIND THE FRONT FACADE ZONE.1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALLRECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WINDFIFTH EDITION WHERE THE VASD IS DETERMINED INRECOMMENDATIONS OF RAS 118, 119 OR 120.REQUIRED UNDERLAYMENT PER F.B.C.R. - 6TH EDITION (2017)R905.1.1 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE.ALL LATH AND LATH ATTACHMENTS SHALL BE OFAND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVERVENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED,A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND R703.7.3 WATER-RESISTIVE BARRIES.WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED INA PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE DAND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8)ROOF CRITERIA ELEVATION / SHINGLES U.N.O. R703.7 EXTERIOR PLASTER.INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH R703.7.1 LATHE.CORROSION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRELATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGENAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM),OTHERWISE APPROVED.R703.7.2 PLASTER.PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESSTHAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATHMASONRY, CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD ORDECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUMBACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BYPLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THETOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1).ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLABSYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOTEXTEND BELOW, LATH, PAPER AND SCREED.THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALLBE AS SET FORTH IN TABLE R702.1(3).R703.7.2.1 WEEP SCREEDS.CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ONEXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEPSCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THEEARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF ATYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOROF THE BUILDING. THE WEATHER-RESISTANT BARRIER SHALL LAP THETERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING,SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITHPAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLYSUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANEINTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER IS DIRECTEDBETWEEN THE LAYERS.12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER EXTERIOR PLASTER 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OPT. 4' HOME EXTENSION;REFER TO FLOOR PLANFOR WINDOW AND DOORLOCATIONSOPT. 6FT. MASTERBEDROOM EXTENSIONOPT. 8" x 1" RAISED SMOOTHSTUCCO BANDOPT. FRENCHDOOR 4" 6" 6" 1"3" 1 1/2" 1" 1" 1'-4" 2'-0" 1"=1'-0" COLUMN DETAIL 2'-9" A2 WINDOW OPT. 26 SH VENEER BASE 6" x 1" RAISED SMOOTHSTUCCO BANDSMOOTH TEXTURECOLUMNS6" x 1" RAISED SMOOTHSTUCCO BANDSTONE CAPSTONE 12"X12" SQ. CMU 0'-0"T.O. REF. SLAB 6'-8" WINDOW OPT. 26 SH 8'-0" STUCCO FINISH(TYPICAL)STUCCO FINISH(TYPICAL) 6" X 1" RAISED SMOOTHSTUCCO BAND 6" x 1" RAISED SMOOTHSTUCCO BAND COACH LIGHTS 1'-0" 6"WINDOW HGT6" 16" WIDE BOARD &BATTEN SHUTTERS 2" 2" 6" x 2" RAISED SMOOTHSTUCCO BAND 6" x 2" RAISED SMOOTHSTUCCO BAND WINDOW TRIM AND SHUTTER DETAILS 1/2"=1'-0" A2 3C2 A1 SERVICE DOOR OPT. 6" x 1" RAISED SMOOTHSTUCCO BAND (TYP.) 6'-6" 8'-8" TYP. 8'-0" A1 3C2 2'-0" 2'-9" RIGHT ELEVATION "C2" 1/4" = 1'-0" FRONT ELEVATION "C2" 1/4" = 1'-0" 8'-8" 2'-9" ROOF MATERIAL PERCOMMUNITY SPECS.+ 10'-0" T.O.B.0'-0"T.O. REF. SLAB STONE VENEER BASE 6" x 2" RAISED SMOOTHSTUCCO BAND6" x 2" RAISED SMOOTHSTUCCO BAND12"X12" SQ. CMUCOLUMNS W/ 6" WIDERAISED STUCCO BANDSTONE CAP STUCCO FINISH(TYPICAL)6" x 1" RAISED SMOOTHSTUCCO BAND16" WIDE BOARD &BATTEN SHUTTERS TYP. 8'-0" + 10'-0" T.O.B.0'-0"T.O. REF. SLAB 6" X 1" RAISED SMOOTH ROOF MATERIAL PERCOMMUNITY SPECS.STUCCO BAND STUCCO FINISH(TYPICAL)STONE VENEER BASE 12"X12" SQ. 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