The URL can be used to link to this page

03-08-2016 Agenda PacketMARCH 8, 2016 I. CALL TO ORDER Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Angel de la Portilla, District 3 Robert Frank Joel F. Keller, District 4 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II.CONSENT AGENDA 7:00 PM A. Minutes of the Planning and Zoning Commission Meeting held February 9, 2016 B. City Center West Orange —Final Site Plan Approval III. OLD BUSINESS IV. NEW BUSINESS A. Oak Trail Reserve PUD Public Hearing 1. Preliminary/Final Subdivision Plan V. MISCELLANEOUS A. 429 Study Update B. Project Status Report C. March Calendar VI. ADJOURNMENT Principal Planner Fabre Principal Planner Fabre NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 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. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 905-3167 • www.ocoee.org t. Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Angel de la Portilla, District 3 1 k4R 0�1� Robert Frank Joel F. Keller, District 4 Ocoee florlda PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MINUTES I. CALL TO ORDER 7:10 pm A. Invocation and Pledge of Allegiance Present: Chairman McKey, Vice -Chairman Marcotte, Member Keethler, Member West, Member Sills, Member Dillard. Also present were City Planner Rumer, Principal Planner Fabre, Planner I Jones, Assistant City Attorney Crosby -Collier and Recording Clerk Heard. Absent: Member Briggs. 11. CONSENT AGENDA 7:11 pm A. Minutes of the Planning and Zoning Commission Meeting held December 8, 2015. Motion for Approval of Minutes: Moved by Member Sills, Seconded by Member Dillard; Motion carried unanimously 6-0. 7:12 pm B. Minutes of the Planning and Zoning Commission Meeting held January 12, 2016. Motion for Approval of Minutes: Moved by Member Keethler, Seconded by Member Sills; Motion carried unanimously 6-0. 7:12 pm 11 P a g e Planning and Zoning Commission Meeting February 9, 2016 -�1 C. Ocoee Landings Planned Unit Development (PUD) Principal Planner Fabre — Final Subdivision Plan Approval 7:13 pm Motion: Move that the Planning and Zoning Commission, actinq as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Final Subdivision Plan for Ocoee Landings Planned Unit Development (PUD), subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Vice -Chairman Marcotte, Seconded by Member Sills. Member Keethler inquired what type of housing will be built in this development. Principal Planner Fabre indicated 50 single-family residential lots. Vote: Motion carried unanimously 6-0 to approve the Final Subdivision Plan for Ocoee Landings Planned Unit Development (PUD), subject to resolution of the remaining staff comments before the City Commission meeting. • . - IV. NEW BUSINESS 7.14 pm A. Daniel/Ray Property - Annexation & Rezoning Principal Planner Fabre Principal Planner Fabre presented a summary of the Daniel/Ray Property at 11700 West Colonial Drive, which is located on the south side of State Road 50, within the City's CRA District and is currently vacant and undeveloped. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the northern, eastern and western adjacent boundaries. The applicant has requested a City of Ocoee zoning designation of C-3 (General Commercial), which is consistent with the zoning of the properties to the north, east and west. The C-3 zoning designation is consistent with the adopted Future Land Use designation of Commercial, as shown on the City of Ocoee & Orange County Joint Planning Area Future Land Use map. The proposed annexation of the +/- 6.95 acres parcel of land is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties. 2 1 P a g e Planning and Zoning Commission Meeting February 9, 2016 Discussion: 7:17 pm Vice -Chairman Marcofte inquired if the property to the northeast is wetland property, which is protected. Principal Planner Fabre answered that that is correct along with a small portion that is within this said property as well, which will need to be protected along with -a 25 foot upland buffer. Vice -Chairman Marcofte mentioned the wetland property is not in good shape enough to conserve it. Principal Planner Fabre indicated such observations are made on a site -by -site basis, and he is awaiting the Environmental Report. Member Keethler asked if there would be traffic access off of State Road 50. Principal Planner Fabre answered the spacing criteria has not been met to warrant access onto and off of State Road 50; and further, explained direct access will be made via Westrun Road. Member Keethler further asked if the uneven land will be address, and Principal Planner Fabre explained that the engineers will address if fill dirt will need to be brought in or what will need to be done, if anything. Discussion ensued regarding the powerlines on the property. Chairman McKey inquired further about access to and from State Road 50. Principal Planner Fabre mentioned it is a divided highway where there will only be a right turn in and right turn out. Discussion ensued regarding traffic going onto and off of Westrun Road. 7:26 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Annexation of the +/- 6.96 acres parcel of land known as the Daniel/Ray Property with an Initial Zoning Classification of "C-3" General Commercial; Moved by Member West, Seconded by Member Keethler. Motion carried unanimously 6-0. IV. NEW BUSINESS (Continued) 7:27 pm B. James Passilla - 531 Ocoee Apopka Road Planner I Jones - Annexation Planner I Jones presented a summary of the 531 Ocoee Apopka Road property, which is a small portion of 833 Pine Street and located on the rear eastern portion of the property. No land use change is proposed, and the applicant is requesting no development entitlements. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north and south. The proposed annexation of the +/- 0.48 acres parcel of land is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. 3 1 P a g e Planning and Zoning Commission Meeting February 9, 2016 Discussion: 7:29 pm Member West indicated that the ditch is very big and asked what the zoning is. Planner I Jones explained that according to Orange County the zoning is agricultural. Member Keethler asked why the entire site is not annexed into the city, because it would benefit the city. Planner I Jones indicated staff has not reached out to that property owner. City Planner Rumer explained the annexation in more detail. 7:35 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, Table the James Passilla Annexation due to further discussions with staff; Moved by Member Keethler. (Motion was deferred to open the public hearing.) The public healing was opened. 7:36 pm James Passilla, applicant, detailed his property to the Board explaining that Orange County approved a prior application moving the property line; and further, Orange County requested the property be annexed into the City of Ocoee. The public hearing was closed.. After discussion, Member Keethler withdrew the prior motion. Chairman McKey inquired about the significance of the ditch. City Planner Rumer emphasized that it is a significant ditch, one of 12 basins that drain into Lake Apopka. 7:43 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Annexation of the +/- 0.48 acres Parcel of land known as James Passilla Property; Moved by Member Dillard, Seconded by Vice -Chairman Marcofte. Motion carried unanimously 6-0. 4 1 P a g e Planning and Zoning Commission Meeting February 9, 2016 IV. NEW BUSINESS (Continued) 7:44 pm C. Arbours at Crown Point Planned Unit Development (PUD) City Planner Rumer - Substantial Amendment to the PUD Land Use Plan (LUP) City Planner Rumer presented a summary of the Arbours at Crown Point Planned Unit Development (PUD), which is located on the north side of West Road and west of State Road 429. It is approximately 28.1 acres in size, and Parcel A is currently under site development for 240 multi -family dwelling units (Arbours Apartments). The subject property is located adjacent to the West Orange Trail on the east with a 73 foot power line easement located along the eastern property line. Pedestrian access to the West Orange Trail is being provided on the northern property line with a vehicular crossing located on the eastern property line. The proposed CSUSA Charter School is located on Parcel B of the Arbours at Crown Point PUD. Within the PUD, Parcel B was reserved for 97,000 square feet of commercial use. The subject site is vacant and contains 10.6 acres. The current zoning designation on the property is Planned Unit Development. The existing land use designation for the property is "Light Industrial." City Planner Rumer discussed the proposed CSUSA Charter School, which consists of a one building, two-story, 68,000 square feet, 1,145 student K-8th grade charter school. The campus will consist of a single school building with associated recreational field and tot lot. The recreation field will not be lighted. Access to the site will be provided via one (1) entrance located on West Road. The access will be a right-in/right-out. A secondary emergency access will be provided on Fountain West Boulevard. The proposed K-8 school use does not fail any concurrency standards. The traffic study indicates a need to establish a dedicated U-turn lane at the intersection of West Road and Ocoee Apopka Road. City Planner Rumer discussed three different traffic options, which Orange County will need to approve: 1) Creating a dedicated U-turn only lane from an already existing striped left -turn lane with a signal; 2) Extending an existing turn lane in the event of stacking; and 3) Providing an outlet for exiting on the road such as a blinking light or an alternative that Orange County will approve. Discussion: 8:04 pm Vice -Chairman Marcotte inquired about several roads in the surrounding area and indicated U-turns are not a good idea and are dangerous. Chairman McKey inquired about the gate. City Planner Rumer indicated the gate is an emergency gate and is on school property, which will be connected to the drop-off loop. Member Keethler asked if a commercial entity was built on this site instead of a school, would they pay property tax. City Planner Rumer replied there are property taxes on commercial properties, but not on school properties. 5 1 P a g e Planning and Zoning Commission Meeting February 9, 2016 Member Dillard asked for clarification on the number of total trips at the peak hours. City Planner Rumer explained the apartments and the school will be generating less than 5,000 trips total. Member Keethler inquired who provided the traffic study. City Planner Rumer explained the applicant provides the traffic study, and the City's traffic consultant reviews it. Chairman McKey discussed the school's amenities, which includes a tot lot and recreational field. The public hearing was opened. 8:15 pm Chip Cordes, Summit Construction Group, applicant, addressed the Board about their proposed CSUSA Charter School. He presented the school's proposed site, building plans, Traffic Impact Analysis. James Taylor, Leftwich Consulting Engineers, Inc., explained the Traffic Impact Analysis report, which was completed on December 23, 2015. Summit Construction Group hired Leftwich Consulting Engineers, Inc., to perform the traffic study and complete the Traffic Impact Analysis report. The following areas of the study are within the report; existing conditions, trip generations, project trip distribution and assignment, future year analysis and queuing analysis. Mr. Taylor discussed the following conclusions: • The facilities within the study area will operate within an adopted level of service standards after build -out and mitigation. e The site plan showed ample on -site storage to accommodate peak hours without spillover onto West Road. Member Keethler inquired about surrounding growth and development around the area and feels the one to two percent increase in traffic may not capture the entire growth rate. City Planner Rumer explained the Ocoee Pines and Arden Park developments are already preprogrammed in the report. Vice -Chairman Marcotte asked the number of schools that currently use U-turns to get on and off of a school site. Mr. Taylor answered that every school site is different, but indicated that this particular study showed no stacking will occur. Member Keethler inquired whether the high school traffic was factored in the study. Mr. Taylor answered that it was, because they went out to the site and counted a solid two-hour window, 7:00 am to 9:00 am. 6 Page Planning and Zoning Commission Meeting February 9, 2016 Member Sills questioned the traffic wanting to get back on the 429 after drop-off in the morning, and whether the U-turn will be sufficient enough with the new growth in the surrounding area. Mr. Taylor indicated because the westbound traffic is very light, it will not cause any problems; and further, he discussed the traffic movement with the apartments. Chairman McKey asked if a U-turn can be made presently at the Fountains median and whether that would remain the same. City Planner Rumer answered in the affirmative; and further, stated if the extension of the turn lane is passed by the County, the recommendation would be to put a "No U-turn" sign at the Fountains median. He further explained the PUD processes with the current review and future amendments. Chip Cordes, applicant, indicated that safety is a big concern to them; and if there is a traffic issue, they will place off -duty police officers on site. Allison Turnbull, Attorney with Holland & Knight, clarified for the Board that this substantial amendment brought before them is solely for the use of the property; and further, stated the final site plan with final traffic and engineering studies will be brought back before them. The following spoke in opposition: 8:57 pm Aly Verdasco Joseph Kopelovich Tim Alcuri Carol McGowin Michelle Greco The public hearing was closed. Discussion: 9:23 PM Chairman McKey advised the Board that they are only here to discuss the land use and not the fundamentals of a charter school. Member Keethler disagreed and believes it could be a factor in their decision. Allison Turnbull, Attorney with Holland & Knight, advised the Board the 10.8 acres commercially -zoned PD has already been approved along with the charter school and their contract by Orange County Public Schools; and further, explained the charter school is a much less intensive use than what is deemed allowed. She further explained that if this charter is approved, it does not prohibit Orange County Public Schools from building another school nearby. Chip Cordes, applicant, further explained the differences between public schools and charter schools. 7 Page Planning and Zoning Commission Meeting February 9, 2016 Member Dillard stated his biggest concern is to do the right thing for this particular land use; and further, he states he would like to see more solid information on various aspects of this plan like the traffic plan. He feels a "yes" or "no" vote at this time is not appropriate and more information needs to come forth. Member West pointed out to the Board that the Applicant is on a time schedule to open the school in August. He advised the Board of the Town Hall meeting the night before where there were more residents in favor of the charter school than riot. Chairman McKey reminded the Board that they are only a recommending board to the City Commission; and further, stated that the City Commission has the final say. He reminded the Board they are able to add conditions to their motion. Member Keethler addressed the Board indicating that he has studied this plan quite a bit, attended the Town Hall and conversed with City staff; and further, stated that he has come to the conclusion to vote against recommending it due to the tax base, traffic methodology and what to do with the building should the charter school fail; and further, stated that the applicant is here to make money, not to help the City of Ocoee. Member West agreed that they are doing this to make money. He further read a letter from the Arbours Apartments, who are in support of this substantial amendment and the charter school. Vice -Chairman Marcotte expressed his concerns regarding the tax revenue and the traffic patterns and U-turns; and further, stated he supports the plan, but wants to look at the site plans again. Chairman McKey, once again, expressed that the Board is only voting to recommend this to the City Commission. He indicated he likes the charter school, but personally feels it is in the wrong location. 9:45 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Against Approval of a Substantial Amendment to the Arbours at Crown Point Planned Unit Development (PUD) and the PUD Land Use Plan for Charter School USA (CSUSA); Moved by Member Keethler. None seconded; Motion died for lack of second. Member West Abstained. 8 1 P a g e Planning and Zoning Commission Meeting February 9, 2016 9:46 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agencv, recommend to the Ocoee City Commission. Approval of a Substantial Amendment to the Arbours at Crown Point Planned Unit Development (PUD) and the PUD Land Use Plan for Charter School USA (CSUSA) with the condition that a third traffic study be performed by a different agency; Moved by Member Dillard (Discussion ensued by the Board.) 9:56 pm After Board discussion, None seconded: Motion died for lack of second Member West Abstained. 9:57 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of a Substantial Amendment to the Arbours at Crown Point Planned Unit Development (PUD) and the PUD Land Use Plan for Charter School USA (CSUSA) with the condition that the Board and City Staff review the traffic movement with the Final Site Plan: Moved by Vice -Chairman Marcotte, None seconded; Motion died for lack of second. Member West Abstained. 9:58 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, submit no recommendation to the Ocoee City Commission regarding the Substantial Amendment to the Arbours at Crown Point Planned Unit Development (PUD) and the PUD Land Use Plan for Charter School USA (CSUSA); further, advises the City Commission that the Planning and Zoning Commission have great concerns with the traffic study, traffic plans and traffic movements: Moved by Member Keethler, Seconded by Member Dillard; Motion passed 4-1; Abstain 1. Yes: Chairman McKev, Members Keethler, Dillard, Sills. No: Vice -Chairman Marcotte. Abstain: Member West. 91Page 13 Planning and Zoning Commission Meeting February 9, 2016 V. MISCELLANEOUS A. 429 Master Plan Discussion (Tabled until next meeting) B. Project Status Report lo:ol pm City Planner Rurner announced to the Board that they are being invited to the kickoff meeting for the downtown study. C. February Calendar VI. ADJOURNMENT 10:01 pm ATTEST: Kathy Heard, Recording Clerk Rob McKey, Chairman 10 1 P a g e Z:� I Mayor Rusty Johnson City Manager Robert Frank ` %�r ocoe(-> florido STAFF REPORT TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Plann DATE: March 3, 2016 SUBJECT: City Center West Orange Final Site Plan (FSP) for Phases 1-3 Project # LS 2015-008 ISSUE: Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 .Angel de la Portilla, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Site Plan for City Center West Orange? The City Center West Orange project is generally located south of Maine Street east of Bluford Avenue and north of W. Colonial Drive (SR 50) adjoining Lake Bennet. The total site area is approximately 43.22 acres of which 9.95 acres are designated as wetlands. The site is currently undeveloped and covered with a mixture of pine trees, oak trees and other varieties of trees scattered around the property. The subject site is currently zoned "Community Commercial' (C-2) and "Multi -Family Dwelling" (R-3). The Future Land Use designation for the subject site is "Commercial", "High Density Residential' and "Co nservation/Flood plains" along Lake Bennet. The table below references the future land uses, jurisdiction, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation/Floodplains City of Ocoee (C-2) Vacant Undeveloped Land Public Facilities/institutional City of Ocoee (A-1) (Ocoee) Cemetery High D nsity Residential Orange County A-1 Residential East Conservation/Flood lains City of Ocoee PUD Wetlands/Flood lains South Commercial City of Ocoee (C-2) Commercial Vacant Undeveloped Land Ocoee Town Center West Commercial City of Ocoee (C-2) I Commercial Vacant Undeveloped Land Ocoee Town Center On July 6, 2010, the City Commission adopted the "CRA Target Areas Special Development Plan". The subject site is located within what is considered "Target Area 2". Target Area 2 was further divided into two general sub areas ("Sub -Area 1" and "Sub -Area 2"). Sub -Area 1, which The Planning and Zoning Commission Meeting Date March 8, 2016 Page 2 of 2 is located along the frontage of Bluford Avenue and SR 50, provides for a more conventional suburban design while Sub -Area 2 is intended to be a more urban environment. The proposed site construction is generally located in Sub -Area 2. On April 21, 2015, the City Commission reviewed and approved the Preliminary Site/Subdivision Plan. DISCUSSION: The City Center West Orange Final Site Plan (FSP) for Phases 1 - 3 will be developed as a mixed -use commercial, hotel, and multi -family development. Phase 1 will consist of a multi- story (8 stories) building complex (Building C-J) containing 54,250 square feet of Retail, 75,000 square feet of Restaurant, 106 Dwelling Units (Condos) and a Hotel containing 122 rooms. This multi -story complex building will have all the requisite infrastructure and amenities (tennis court, swimming pool, volleyball sand court, pavilions, and clubhouse) including an internal parking facility. Stormwater abatement, dedication of right-of-way for the extension and construction of Maine Street and access roadways will also be done as part of Phase 1. Phase 2 and 3 will consist of one (1) additional (8 stories) building complex (Building A-B) with an internal parking facility. The building complex (Building A-B) will contain 20,820 square feet of Retail, 22,040 square feet of Restaurant, and 166 Dwelling Units (Condos). Access into the subject site will be provided through Bluford Avenue and the extension of the existing Maine Street. In addition, there are access roadways proposed consistent with the CRA Target Area 2 block roadway network. In order to facilitate the site, a traffic signal is proposed at the intersection of Bluford Avenue and Maine Street. A traffic signal is also proposed at the main entrance of the Phase 1 multi -story complex building and Maine Street. As shown on the FSP, the internal road network will eventually provide connectivity to the eastern and southern adjacent developments. The subject development is substantially consistent with the approved Preliminary Site/Subdivision Plan, with the exception of no office space (66,000 sf), slightly less Dwelling Units (24 Condos), less Hotel (93) rooms and less Retail space (49,930 sD than what was preliminarily approved. In addition, phases 2 and 3 were combined into one building complex (Building A-B). DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 1, 2016, and reviewed the Final Site Plan for City Center West Orange. There were some technical issues to be addressed from staff that were identified in written comments and/or presented verbally. The Applicant agreed to address all the remaining staff comments. When the discussion was finished, the DRC voted to recommend approval of the Final Site Plan, subject to the resolution of staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Final Site Plan for City Center West Orange, subject to the resolution of staff comments. Attachments: Location Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Aerial Map; Final Site Plan for City Center West Orange Phases 1-3, "w W.F.Wal p it �n till c Ocoee T° -eofonia 00 m._.._. 0 0 Q 375 ' 750 Feet t it i Y (� � � r �-.___ r ,�. t a "�� ac?a�� w,rt}y x a,o-�, nay° ''t� �}a? "" � r # : " � � ! ,�°s.a. ,. aS` e.3"�'�'�aeMa..a. son Ar M-' t yag�.� + q� �A`4 I � 1 11 tt�� p ti a All�;. A c LATEST ISSUE C0.0 COVER SHEET 1/11/2016 C1.0 SYMBOLS AND ABBREVIATIONS 1/11/2016 C2.0 GENERAL NOTES 1/11/2016 C2.1 CONDITIONS OF APPROVAL 1/11/2016 C3.0 SITE PLAN 1/11/2016 C3.1 SITE GEOMETRY PLAN 1/11/2016 C3.2 SITE SIGNAGE AND STRIPING PLAN 1/11/2016 C3.3 RIGHT OF WAY PLAN 1/11/2016 C4.0 MASTER UTILITY PLAN 1/11/2016 C4.1 UTILITY PLAN 1 1/11/2016 C4.2 UTILITY PLAN 2 1/11/2016 C4.3 UTILITY PLAN 3 1/11/2016 C5.0 MASTER GRADING AND DRAINAGE PLAN 1/11/2016 C5.1 GRADING AND DRAINAGE PLAN 1 1/11/2016 C5.2 GRADING AND DRAINAGE PLAN 2 1/11/2016 C5.3 GRADING AND DRAINAGE PLAN 3 1/11/2016 C6.0 PLAN AND PROFILE 1 1/11/2016 C6.1 PLAN AND PROFILE 2 1/11/2016 C6.2 PLAN AND PROFILE 3 1/11/2016 C6.3 PLAN AND PROFILE 4 1/11/2016 C6.4 PLAN AND PROFILE 5 1/11/2016 C6.5 PLAN AND PROFILE 6 1/11/2016 C7.0 CITY OF OCOEE UTILITY DETAILS 1 1/11/2016 C7.1 CITY OF OCOEE UTILITY DETAILS 2 1/11/2016 C8.0 SITE DETAILS 1/11/2016 C9.0 PAVING AND GRADING DETAILS 1 1/11/2016 C9.1 PAVING AND GRADING DETAILS 2 1/11/2016 C9.2 PAVING AND GRADING DETAILS 3 1/11/2016 C9.3 PAVING AND GRADING DETAILS 4 1/11/2016 C10.0 EROSION CONTROL - SWPPP 1/11/2016 C10.1 EROSION CONTROL - SWPPP DETAILS 1/11/2016 HS-1 OVERALL HARDSCAPE 1/11/2016 LA-1 OVERALL LANDSCAPE 1/11/2016 LA-2 LANDSCAPE PLAN 1/11/2016 LA-3 LANDSCAPE PLAN 1/11/2016 LA-4 LANDSCAPE PLAN 1/11/2016 LA-5 LANDSCAPE PLAN 1/11/2016 LA-6 LANDSCAPE PLAN 1/11/2016 LA-7 PLANT LIST, NOTES, DETAILS 1/11/2016 D-1 DETAILS 1/11/2016 D-2 SITE FURNISHINGS 1/11/2016 SHEETS 1-7 SHEETS 1-2 TOPOGRAPHIC SURVEY PARCELS 1 AND 2 TOPOGRAPHIC SURVEY PARCELS 3 AND 4 LATEST ISSUE 6/13/2014 1 /16/2004 WAIVERS FOR CITY CENTER WEST ORANGE AS APPROVED BY THE CITY COMMISSION ON APRIL 21, 2015, UNDER AGENDA SECTION G, ITEM 10: WAIVER. NUMBER CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION 1 LDC, Article V, Table 5-2. Maximum Impervious Surface Maximum Impervious Surface is 90% 1) Development shall be part of a is 70%; And Maximum Building Coverage Master Stormwater System_ 60% for Parcel 2. Maximum Building Coverage 2) The Project is being designed 30%. under the LEED Green Building 3) To provide consistency With the CRA Target Area intent. 2 LDC, Article VI, Section 6-9 8, Open Space Requirement of Open Space of the Green Roof Top 1) Urban Design with zero building 30% Amenities 18% setbacks. 2) To provide consistency with the CRA Target Area intent, 3 LDC, Article Vl, Section 6-10, Replacement of Removed Provide a Landscaping package With 1) Tree Mitigation on Site is not B(4) Trees. street trees, planters, entry features; possible with proposed Urban Design and a Park Area at Lake Bennet. 2) To provideconsistencywith the CRA Target Area intent. 4 CRA Target Area 2, Sub Area 2, 8-Story 8-Story Structures with 90 feet 1) To accommodate proposed Urban Building Height Habitable Height + 30 feet for Density Architectural Features 2) To provide consistency with the CRA Target Area intent. =I zavlyj a zf� 11k ELI 0 Aki OCOEE, ORANGE COUNTY, FLORIDA PARCEL CIVIL ENGINEER: TERRA -MAX ENGINEERING, INC. CONTACT: MOMTAZ BARQ, P.E. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO, FL 32835 TEL: (407) 578-2763 EXT 111 FAX: (407) 578-2963 EMAIL: BARQMM@TERRAMAXINC.COM GEOTECHNICAL: RAAD-TANNOUS ENGINEERING GROUP, INC. CONTACT: RAAD RAAD, P.E. 214 N. GOLDENROD ROAD, SUITE A5 ORLANDO, FL 32807 TEL: (407) 382-2415 FAX: (407) 382-9625 EMAIL: RTEGINC@AOL.COM 28-22-17-61144-00'L250 28-22-17-6144-06-260 WSCC DEVELOPMENT LLC CONTACT: JEAN AMM, BSCE, MBA, CGC 7380 WEST SAND LAKE ROAD, STE 395 ORLANDO, FLORIDA 32819 TEL: (407) 578-2763 EXT 114 EMAIL: JEAMM@AOL.COM N.T.S. ARCHITECT: SCOTT + CORMIA ARCHITECTURE & INTERIORS CONTACT: ANGEL ORTIZ 429 S. KELLER RD. SUITE #200 ORLANDO, FL 32810 TEL: (407) 660-2766 EXT 1383 FAX: (407) 875-3276 EMAIL: AORTIZ@SCOTTCORMIA.COM ACCURIGHT SURVEYS OF ORLANDO, INC. 2012 E. ROBINSON STREET ORLANDO, FLORIDA 32803 TEL: (407) 894-6314 FAX: (407) 894-3777 CITY CENTER WEST ORANGE, LLC CONTACT: JEAN AMM, BSCE, MBA, CGC 7380 WEST SAND LAKE ROAD, STE 395 ORLANDO, FLORIDA 32819 TEL: (407) 578-2763 EXT 114 EMAIL: JEAMM@AOL.COM IR . . ■ . -ME VERLANDER LANDSCAPE ARCHITECTURE, LLC CONTACT: STEVEN VERLANDER, BLA 706 TURNBULL AVENUE, SUITE 201 ALTAMONTE SPRINGS, FL 32701 TEL: (407) 834-4104 FAX: (407) 834-2919 EMAIL: STEVENV@PAULVERLANDER.COM ENVIRONMENTAL: BIO-TECH CONSULTING, INC. 2002 EAST ROBINSON STREET ORLANDO, FL 32803 TEL: (407) 894-5969 FAX: (407) 963-2751 1C__'ffl=Nff11I1• • STE, LLC CONTACT: MARTIN WANIELISTA 481 GENIUS DRIVE WINTER PARK FLORIDA, 32789 TEL: (407) 761-1843 FAX: EMAIL: MARTY@GREENSMARTS.COM 1 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. I REVISIONS I DATE I BY Al I PER CNTY COMMENTS 110/29/2015 I MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAI N E ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ .A.Q PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. COVER SHEET C0.0 COPYRIGHTQ 2014, ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERINGINC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPAREC REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PFRMISRI(]N OF TFRRA-MAX FNr INFFRINr NO A ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS sk A F p LINES LINES STORM DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE Emmmolimmmr-imo AB ANCHOR BOLT FID FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDONED) FDC FIRE DEPARTMENT PEP POLYETHYLENE PIPE 100 LF 24 RCP Cam?0.20% AC ACRE(S) CONNECTION PI POINT OF INTERSECTION c/l__ BOUNDARY 24" REINFORCED CONCRETE AC -FT ACRE FOOT/FEET FDN FOUNDATION PIV POST INDICATOR VALVE CENTER LINE PIPE @ 0.20% TERRA-MAK EMOHEERHO, �HC. ACP ASBESTOS CEMENT PIPE FOOT FLORIDA DEPARTMENT P/L PROPERTY LINE ADDL ADDITIONAL OF TRANSPORTATION POB POINT OF BEGINNING LOT LINE 100 LF UD 6 PVC ADT AVERAGE DAILY TRAFFIC FF FINISHED FLOOR POJ PUSH ON JOINT 0 ---------------------------- 0 -------------- 0 CHAIN LINK FENCE 100 LINEAR FEET AL ALUMINUM FG FINISHED GRADE POS POINT OF SERVICE 1507 S. HIAWASSEE ROAD, SUITE 211 ALT ALTERNATE FH FIRE HYDRANT PIP POWER POLE PROPERTY LINE UNDERDRAIN 6" PVC PIPE ORLANDO FLORIDA 32835 AM AMP BEFORE NOON AMPERE(S) F&I FIG FURNISH AND INSTALL FIGURE PR PRC PHONE RISER POINT OF REVERSE CURVATURE 87 CONTOUR DRAINAGE FLOW DIRECTION TEL: (407) 578-2763 FAX: (407) 578-2953 APPROX APPROXIMATE FIN FINISHED PRESS PRESSURE RIGHT-OF-WAY LINE ARV AIR RELEASE VALVE FIT FITTING PROJ PROJECT ARVV ASPH AIR RELEASE VACUUM VALVE ASPHALT FL FENCE LINE PROP PRVC PROPOSED POINT OF REVERSE VERTICAL CURVE - - ------- EASEMENT FDOT INLET TYPE 1 ASSY ASSEMBLY FLR FLEX FLOOR FLEXIBLE PSF POUNDS PER SQUARE FOOT CENTER LINE AVE AVENUE FLG FLANGE PSI POUNDS PER SQUARE INCH AVG AVERAGE FM FORCE MAIN PT POINT OF TANGENCY . .................................. X - - X -------- - - . ....... — X FENCE FDOT INLET TYPE 2 AZ AZIMUTH FND FOUND PVC POLYVINYL CHLORIDE EASEMENT B FPH FPS FEET PER HOUR FEET PER MINUTE PVMT PWR PAVEMENT POWER BFP BACKIFLOW PREVENTER FPS FEET PER SECOND GUARDRAIL CONSERVATION FDOT INLET TYPE 3 BL BASELINE FT FEET/FOOT SETBACK BLDG BLVD BUILDING BOULEVARD FTG FOOTING Q FLOW RATE QO BM BENCH MARK G EXISTING PLATS SETBACK LINE FDOT INLET TYPE 4 EIND BOUNDARY GA GAUGE R RADIUS BO BOC BLOWOFF BACK OF CURB GAL GALV GALLON GALVANIZED RCP RCPA REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ARCH .. . . . . . . . ............... ..... . ................... ............................. ....................... . . . ........................... RETAINING WALL —0 0 0 — CHAIN LINK FENCE FDOT INLET TYPE 5 BOT BOTTOM GM GAS MAIN RD ROAD BRG BEARING GPD GALLONS PER DAY ROY ROADWAY BS BOTTOM OF SLOPE GPH GALLONS PER HOUR RED REDUCER R/W BV BUTTERFLY VALVE GPM GALLONS PER MINUTE REF REFERENCE ................. . ...... ............ ................... RIGHT-OF-WAY LINE X X X — FENCE FDOT INLET TYPE 6 GPS GALLONS PER SECOND REINF REINFORCE(D) c GR GRD GUARD RAIL GROUND/GRADE READ REQUIRED CAP CAPACITY GSP GALVANIZED STEEL PIPE REV REVISE/REVISION --------- - SHORELINE SF— SF— SF— SF— SF— SF— SF— SILT FENCE MANHOLE CATCH BASIN GV GATE VALVE RPM REVOLUTIONS PER MINUTE -- ------ ---------- CEM CENTER TO CENTER CEMENT GV&B GW GATE VALVE AND BOX GUY WIRE RR RT RAILROAD RIGHT 0 0 CUBIC FEET GWT GROUND WATER TABLE RV RELIEF VALVE SWALE GUARDRAIL MITERED END SECTION rm CUBIC FEET PER MINUTE H R/W RWM RIGHT-OF-WAY REUSE WATER MAIN s S�G CUBIC FEET PER SECOND CURB AND GUTTER HB HOSE BIBB s SOIL BOUNDARY RETAINING WALL MULTIPLE MITERED END SECTION CASTIRON HDW HARDWARE S SOUTH CIP CAST IRON PIPE HORIZ HORIZONTAL SAN SANITARY SEWER CONSTRUCTION JOINT HP HORSEPOWER SEl SPLASH BLOCK C/L CENTER LINE HR HOUR CLP CONCRETE LIGHT POLE HT HEIGHT SCH SCHEDULE SANITARY SWALE STORM INLET SD SIDE DRAIN It= CLR CLEAR/CLEARANCE HW HEADWALL CLS CLASS HWL HIGH WATER LEVEL SON SHELF DRAIN CM CONCRETE MONUMENT HWY HIGHWAY SE SEC SOUTHEAST SECONDS EXIST SAN 6 CONTOUR CMP CMPA CORRUGATED METAL PIPE HYD CORRUGATED METAL PIPE ARCH HYDRAULIC SECT SECTION (D SANITARY SEWER LINE 11111110— SLOPE DIRECTION ARROW I SH SHEET FOR POND SIDE SLOPE CND Co. CONDUIT COUNTY 1-4 INTERSTATE HIGHWAY SHGWT SEASONAL HIGH GROUND WATER TABLE 0-- CLEANOUT ------- CO CLEANOUT IA INTERSECTION ANGLE Sim SIMILAR SHORELINE 101.39 COIL COLUMN ID INSIDE DIAMETER S/L SETBACK LINE X SPOT ELEVATION COMP COMPLETE IF INSIDE FACE SL SM SLOPE SHEET METAL EXIST FM 4 FORCE MAIN CONIC CONCRETE IN INCHES SPEC SPECIFICATION(S) CONN CONST CONNECTION CONSTRUCT(ION) INIL INS INLET INSERT SQ SQUARE S O MANHOLE TREE LINE RIM 100.00' TOP ELEVATION CONT CONTINUOUS INST INSTALL SQ IN SQUARE INCH(ES) INV 100.00 INVERT ELEVATION COORD COORDINATE(S) IP IRON PIPE SQ FT SQUARE FOOT/FEET CORNER IR IRON ROD SQ YD SQUARE YARD(S) �KR G COUPLING INT INTERSECT/INTERSECTION SIR STATE ROAD CPP CONCRETE POWER POLE INV INVERT Ss ST STAINLESS STEEL STREET WATER SANITARY CONTROL STRUCTURE STA STATION CTG COATING CTR CENTER JB JUNCTION BOX STD STANDARD CTV C.ULV CABLE TELEVISION CULVERT JCT JST JUNCTION JOIST STL STIR STEEL STRUCTURE EMS F WM 6 WATER MAIN 6" PVC PIPE HIGHWAY & UTILITIES VYL CUBIC YARD JT JOINT STS STORM SEWER 100 LF SAN 8 PVC CYLINDER L SUP SUSP SUPPORT SUSPEND/SUSPENSION >< EXISTING VALVE @ 0.40% L LENGTH Svc SERVICE DBIL DEG OR DOUBLE DEGREE LAT LATIL LATITUDE LATERAL SW SWK SOUTHWEST SIDEWALK FIRE HYDRANT CLEANOUT El BOUND C(PRNER DEFIL DEFLECT(ION) LB POUND SYM SYMBOL(S) DEPARTMENT LF LINEAR FEET/FOOT SYMM SYMMETRICAL —1 ftPT T DHWL DETAIL DESIGN HIGH WATER LEVEL LG LIM LONG LIMIT(S) SYS T SYSTEM WATER METER FM 4 PVC CONCRETE DUCTILE IRON LIP LIGHT POLE T TANGENT FORCE MAIN DIA DIAG DIAMETER DIAGONAL LONG LT LONG LEFT TB TURFEILOCK 4" PVC PIPE — F52 0] DIM DIP DIMENSION DUCTILE IRON PIPE DISCHARGE LWL m LOW WATER LEVEL T&B TBM TC TOP AND BOTTOM TEMPORARY BENCH MARK TIME OF CONCENTRATION STORM DRAIN COUNTY ROADS No. REVISIONS DATE BY HCH T DISTANCE MAINT MAINTENANCE TO TRENCH DRAIN MANHOLE DETAIL REFERENCE DMH DROP MANHOLE DOWN MATL MAX MATERIAL MAXIMUM TDH TECH TOTAL DYNAMIC HEAD TECH NICIAN/TECHNICAL EXISll 8 " Sl"S 1 STORM SEWER h FDOT TYPE 1 INLET A TEMP TEMPORARY PER CNTY COMMENTS 10/29/2015 MMB N W G DRAIN DRAWING DRIVEWAY MECH ME MFR MECHANICAL MITERED END MANUFACTURER TL TOB TERMINAL LAMPHOLE TOP OF BANK SANITARY CONNECTION DUMPSTER PAD EA MGD MILLION GALLONS PER DAY TOC TOS TOP OF CURB TOE OF SLOPE EXIST UD 6 UNDERDRAIN FDOT TYPE 2 INLET MH MANHOLE FF FINISHED FLOOR ELEVATION L-k-1 ED EF EAST EACH EDGE OF CONCRETE MHC MHWL MIN MANHOLE COVER MEAN HIGH WATER LEVEL MINIMUM TOT TS TWP TOTAL TOP OF SLOPE TOWNSHIP DOUBLE SANITARY TYPE W/ FHA LOT TYPE TYP TYPICAL CURB INLET FDOT TYPE 3 INLET EG ENERGY DISSIPATOR MISC MISCELLANEOUS SERVICE GUY POLE EACH FACE mi MECHANICAL JOINT u EFF EFFLUENT EXISTING GRADE MLP MLWL METAL LIGHT POLE MEAN LOW WATER LEVEL UD UG UNDERDRAIN UNDERGROUND MANHOLE FDOT TYPE 4 INLET E/L EASEMENT LINE MON MONUMENT LON UNLESS OTHERWISE NOTED WATER L�_v HANDICAP PARKING ELB ELBOW MPH MILES PER HOUR ELEC ELECTRIC MSL MEAN SEA LEVEL UTC UNDERGROUND TELEPHONE CABLE MITERED END FDOT TYPE 5 INLET 6 PVC WM 6" PVC PIPE ELEV ELEVATION MTG MOUNTING v ELLIP ELLIPSE/ELLIPTICAL N INTERSTATE ROADS ENCASEMENT VEl VALVE BOX MC G ENGINEER(ING) N NORTH VC VERTICAL CURVE STORM INLET FDOT TYPE 6 INLET WATER MAIN DRAWN CHECKED DATE EOP EDGE OF PAVEMENT EQUAL/EQUATION NA N&C NOT APPLICABLE NAIL AND CAP VCP VERT VITRIFIED CLAY PIPE VERTICAL LIGHT POLE EQUIP EQUIPMENT NE NORTHEAST VPC VPI VERTICAL POINT OF CURVE VERTICAL POINT OF INTERSECTION 11 1/4' BEND JOB NO. SCALE EQUIV ESMT EQUIVALENT EASEMENT NG NIC NATURAL GROUND NOT IN CONTRACT VPT VERTICAL POINT OF TANGENCY HIGHWAY & UTILITIES AS SHOWN EST ESTIMATE NO OR # NUMBER w 22 1/2' BEND NO PARKING SIGN PROJECT TITLE EW EWL EXC EACH WAY ENDWALL EXCAVATE/EXCAVATION NOM NTS NW NOMINAL NOT TO SCALE NORTHWEST W W/ WEST WITH 11 r6kl 2 SECTION �ORNER WM WATER MAIN 45* BEND 14 lkA 3 CITY CENTER OF EXIST EXP EXISTING EXPAND/EXPANSION NWL NORMAL WATER LEVEL W/o WITHOUT BENCHMARK )50� STATE ROADS EXT EXTEND/EXTENSION 0 WIP WATER/WEATHER PROOF �_'_'_'j WEST ORANGE Oc ON CENTER WPP WS WOOD POWER POLE WATER SURFACE 90* BEND STATE ROADS OD CIE OUTSIDE DIAMETER OR EQUAL WSWT WT WET SEASON WATER TABLE WEIGHT El BOUND CORNER MISC ROAD SIGN OPNG OPP ORCP OPENING OPPOSITE OVAL REINFORCED CONCRETE PIPE WV WWF WATER VALVE WELDED WIRE FABRIC --- GUY POLE TEE MISC ROAD SIGN 251, 362 MAINS ST OCOEE, FL Os OUTFALL STRUCTURE WWM WELDED WIRE MESH CONCRETE CROSS OVFL OVERFLOW TRAFFIC FLOW ORANGE COUNTY, FLORIDA OVHD OVERHEAD UTILITY POLE DOUBLE DETECTOR PAVEMENT MARKING YD YR YARD YEAR COUNTY ROADS CHECK VALVE SEAL misc YARD LIGHT 71) UTILITY POLE GATE VALVE & AND cl 5 INTERSTATE ROADS MOMTAZBARQ', P. E. @ A AT DELTA gm GAS MAIN WXY FIRE HYDRANT BLDG OR STRUCTURE LIGHT POLE ctv CABLE TELEVISION, ASSEMBLY FIRE DEPARTMENT BURIED CONNECTION TYPE F CURB & GUTTER elec MISCELLANEOUS SIGN ELECTRIC CABLE OR CONDUIT, BURIED (V) WATER METER & IRRIGATION BANK CONNECTION 16 �D utc UNDERGROUND MIAMI CURB PE #49024 21 22 SECTION CORNER TELEPHONE CABLE A REDUCER Terra -Max Engineering COA #26002 AVEMENT PAVEMENT WD/OE COURP W/CUROF # CROSS SECTION DETAIL BACKFLOW _j DRAWING TITLE DRAWING NO. PREVENTER SYMBOLS & C1.0 ABBREVIATIONS SP NOTES: SAMPLE POINT 1. TREE TYPES SHALL BE REFERENCED BY LEGEND ON APPLICABLE DRAWING SHEETS REUSE WATER SYSTEM CONNECTION 2. EXISTING CONSTRUCTION FEATURES MAY BE SCREENED ON DRAWING SHEETS TO PROVIDE TAPPING SLEEVE CLARITY. COPYRIGHT (D 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. & VALVE TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED.1 REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. CC 21:4Milai!NI9 � 1. HORIZONTAL SEPARATION BETWEER UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT 1 1 � ri ri's i �. � �. 1 • j 1� • • 1 •r rs•r! � rj •i •• i • 1 yr r y y ! •! y ! A •Yi1 •. i � !' ••. � 1 • x Y � 1 is �• •r ■ 1 1 ! i !! y i! w Y i !• : Y � Y i■! •i w ! 1 : !. ! ■. i• 1 i Y i• Y •! wi•w! � !1 !s j l. A ! • 1 y 1 . i • d= 1 1 . .• 1 ! Y /! ! 1 y i : •! y •! ! ! �.. " • l i j r y • ... ! !! 1 e• y 1� y y! i i �! = 1 j i •! • i j �. ri ry s !• + •• rr•r• � 1 r y y® r y A • d y , � A � d � ` � •. • `i ! y! y y r !■ B 1 �• ! � i A 6 •- ! DISINFECTING & TESTING NOTES WATER/ SEWER/ STORM/ r REUSE - CITY OF OCOOE ENGINEERINGDEPARTMENT 150 N. LAKESHORE DRIVE ,#COEE, FLORIDA 34761 r # •# ## STORMDRAINAGE: JOHN RIVER WATER MANAGEMENT ,...., DISTRICT i :D iOl S, LAKEDESTINY! SUITE 200 1 t ! FLORIDA 32851 r. . ♦ ' j e00 1. 10 i■w t. !•■ _". i. ELECTRIC: DUKE ENERGY + CROWN k POINT RD. WINTER GARDEN, FLORIDA 34787 P +# I 9 II0530 CONTACT7741 1 TELEPHONE CENTURY LINK 500 N. ORANGE AVE. ORLANDO, FLORIDA 32801 PH: (407) 282-3151 CONTACT: CINDY HOPCRAFT NOI • ! FLORIDA STATUE 556 THE CONTRACTOR IS REQUIRED TO CALL SUNSHINE STATEONE a i TWO FULL i. DAYS PRIOR TO ANY L 1 !. PARCEL ID: PARCEL 2: 20-22-28-0000-00-021 (LOTS 1, 2, 3, AND TRACTS A, B PARCEL 3: 28-22-17-6144-06-250 (TRACTS D, E) PARCEL 4: 28-22-17-6144-06-260 (LOT 5, TRACTS D, E) PARCEL 2 TOTAL AREA: 689,948 SQFT (15.84 AC) WETLAND AREA: 131,508 SQFT (3.02 AC) UPLAND AREA: 558,440 SQFT (12.82 AC) EXISTING LAND USE UNDEVELOPED LAND EXISTING ZONING PARCEL 1, PARCEL 2: C-2 PARCEL 3, PARCEL 4: R-3 PROPOSED USE MIXED USE DEVELOPMENT PARCEL 3 PARCEL 4 352,750 SQFT (8.10 AC) 840,140 SQFT (19.28 AC) 140,362 SQFT (3.22 AC) 161,499 SQFT ( 3.71 AC) 212,388 SQFT (4.88 AC) 678,641 SQFT (15.58 AC) FAR* 2,401,204 S.F. GROSS BUILDING AREA = 1.66 FAR 1,449,469 S.F. SITE AREA *INCLUDES PROPOSED DEVELOPMENT OF 2,401,204 SF ON PARCEL 2. *THE OVERALL DENSITY/INTENSITY FOR TARGET AREA II SHALL NOT EXCEED THE UNDERLYING LAND USE CLASSIFICATION STANDARDS." — m1=4=4011m _- 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 PARKING CALCULATIONS PARKING REQUIRED: PARKING PROVIDED: BUILDINGS A AND B SURFACE LOT: REGULAR 131 RETAIL 20,820 S.F X 2.5/1000 S.F. = 53 COMPACT 0 RESTAURANT 22,040 S.F X 5/1000 S.F. = 110 HANDICAPPED 0 OFFICE 0 S.F X 5/1000 S.F. = 0 MULTI -FAMILY (1 BED) 25 D.0 X 1/D.U. = 50 SPACES PROVIDED: 131 MULTI -FAMILY (20 BED) 141 D.0 X 2/D.U. = 282 PARKING GARAGE (A&B): REGULAR 559 SUBTOTAL 495 COMPACT 0 BUILDING C-J ELECTRIC CHARGING STATION 1 RETAIL 54,250 S.F X 2.5/1000 S.F. = 136 HANDICAPPED 12 No. REVISIONS DATE BY RESTAURANT 75,000 S.F X 5/1000 S.F. = 375 SPACES PROVIDED: 572 OFFICE 0 S.F X 2.5/1000 S.F. = 0 PARKING GARAGE (C-J): REGULAR 1,429 PER CNTY COMMENTS 10/29/2015 MMB MULTI -FAMILY (1 BED) 106 D.0 X 1/D.U. = 106 COMPACT 0 MULTI -FAMILY (20 BED) 184 D.0 X 2/D.U. = 184 ELECTRIC CHARGING STATION 1 HOTEL 122 RM X 1/RM = 122 HANDICAPPED 26 12 EMP. X .3/EMP. = 4 SPACES PROVIDED: 1,458 SUBTOTAL 927 TOTAL SPACES PROVIDED: 2,161 TOTAL 1,422 BUILDING SETBACKS MIN MAX FRONT 0 FT 15 FT SIDE 0 FT 15 FT REAR 5 FT 15 FT DRAWN CHECKED DATE BUILDING HEIGHT JOB NO. SCALE 8 STORIES - 120 FEET AS SHOWN CONDOMINUM AMENITIES: PROJECT TITLE • YOGA/SPIN • POOL CITY CENTER O F • FITNESS • TENNIS COURT • MEDIA/PARTY ROOM • VOLLEYBALL COURT • GAME ROOM PAVILIONS WEST ORANGE • MEETING ROOM • DOG GROOMING • CLUBHOUSE 251, 362 MAI N E ST OCOEE, FL NOTES: ORANGE COUNTY, FLORIDA 1. CONSTRUCTION PLANS TO BE PREPARED IN ACCORDANCE WITH THE MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, FDOT GREEN BOOK AND THE CITY OF OCOEE REGULATIONS AND SPECIFICATIONS. SEAL 2. WETLAND AND FLOOD ZONE ENCROACHMENT ALONG LAKE BENNETT WILL BE OFFSET BY THE PUBLIC BENEFITS ACHIEVED. MOMTAZ BARQ, P.E. 3. PSP / FSP WILL BE REQUIRED FOR DEVELOPMENT OF LOTS 4 AND 5 4. CONSTRUCTION AND EXTENSION TO BLACKWOOD AVENUE WILL BE ADDRESSED VIA A DEVELOPMENT AGREEMENT WITH THE CITY OF OCOEE. PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. GENERAL NOTES C2.0 Jan 10,2016 - 4:37pm M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\CAD\FSP\Revision 1\C2.0 GENERAL NOTES.dwg COPYRIGHT © 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PPPKAICCIl1N nP TFPRA-MAX FNr INFFRINr Wr, CONDITIONS OF APPROVAL: (TO BE ADD TO THE CONS ABOVE) 1. OFF -SITE STORMWATER POND SHALL BE LANDSCAPED AS AN AMENITY UPON A PLAN TO TO DEVELOP Tj REST • AV .l 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 IA� I PER CNTY COMMENTS 110/29/2015 I MMB I DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAI N E ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ BARQ, P.E. PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. CONDITIONS OF C2.1 APPROVAL Jan 10,2016 - 4:40pm M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\CAD\FSP\Revision 1\C2.0 GENERAL NOTES.dwg COPYRIGHT © 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN P FRMICCIl1N nP TERRA -MAX FN(:INFFRINr Wr, t t t t i i t t t t t t t t t t t t t l i P C L F c c c c f C L F c c c c f E t t t t t t t t c t t i l F L f f f f f C L F l f WMF - 1 RWF - 12 WMF - 13 OAK 8"pVC WMF - 14--- WMV - 6— CONNECT 12-INCH TEE AND 12-INCH DIP WATER MAIN TO EXISTING WATER MAIN -""- G (PEP) -.-.....,._ G (PEP) --......,._ G (PEP) -.- G (PEP) -- G (PEP)--�.�.�._ G (PEP) -_..._._ G (PEP) G(pFp/ rq Fq ( c� m ( c� m ee' e aei c� e / c9 aei c9 wCD / m /q mq /q / \ - G (PEP) _— G IPEPI //� G e F D I I ( AL I M) ( 1 ' CROSS SECTION "D" j \ \ (TRIBUTARY TO LAKE LOTTA) BASE FLOOD ELEVATION \ \ WITHOUT FLOODWAY= 100.7 E O LEVATION I IT L AY= 101.7 ( \ f�J 48" OAK FLOOD LINE \ (SCALED PER FIRM) I I I \ I BASE FLOOD LINE \ \ (WITHOUT FLOODWAY) ( \ I \ —\\-----------------------------------------J N00608'45"W — — — — \ RWF - 13� 30.00' M EAS �\ \ mm 0z I 2' CURB & GUTTER 0 ¢10 - a ° 1' 15"W 425.95' M EAS 12" DIP WM \ \ WMV - 2 \ \ \ \ 8,A 5' CLF \ \ \ 12" DIP WM WMF-2 \ RWF - 14 \ �T% A :6 S-� 5' CLF O. \ WMF - 15 INV=108.14 (18" RCP) RETENTION AREA 570 u 5� 5' CLF yo IV RFq INV=101.81 (24" RCP) so ' so .ti L' Og O �CA J yo CONNECT 8-INCH PVC REUSE WATER MAIN TO EXISTING �\ 5'CLF 8-INCH REUSE WATER MAIN SO SO RETENTION AREA 2 � 9 — — - w Q z 0 Z W w w I- INV=100.99 (24" RCP) I 5' CLF 0 VALVE BOX / \ ON CP / \ 5' CLF / I Ocl\ T 7.3' LIFT / STATION Ian in��ring TER(NA=IIVIJAK EIMORMEEMIJV09 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 INV=96.96 (24" RCP) 0 O \ o \ RETENTION AREA INV=103.06 (18" HDPE) No. I REVI IONS DATE I BY PER CNTY COMMENTS 10/29/2015 MMB O RWF - 15 / I / 2' CURB &a UTTE <<o a ZO N I G (PFP� IPEPI CW C G \ YELLOALINE DRAWN CHECKED DATE cl O E/P c JOB NO. SCALE \ AS SHOWN ( ASPHALT v I PROJECT TITLE z N G) CITY CENTER OF WEST ORANGE 251, 362 MAI N E ST I a OCOEE, FL ORANGE COUNTY, FLORIDA W Z in 2ICURB & GUTTER uj I I SEAL z N = a MOMTAZ BARQ, P.E. J W I a W F- Z J I = H _ / / �z I 0 5' CW z W m SID 0 E/P 2' CURB & GUTTER N I YELLOW LINE n y WHITE LINE ASPHALT n C 9 oO(p 0 ASPHALT D YELLOW LINE WHITE LINE cn cr I 4Jn �M GeoVI=P Im'Mme Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NQ, UTILITIES PLAN 0 COPYRIGHT © 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. l C l C C l C C I 1 i c c c f l C C l C C I 1 t E t t t i t 11111111im. mom F. FM MAINE ST T PLATTED FM FM F11 —=—. F11, — FM 7 F-1 1. dh Vertical Scale: 4.000 PVI STA: 15+03.14 Drawing Scale: 40.000 PVI ELEV: 123.00 PVI STA: 20+03.95 K: 146.19 PVI ELEV: 123.01 LVC-. 100.00 PVI STA: 17+1�0.92 K: 114.95 PVI STA: 13+23.68 d EOW PT. StA: 15+07.7t (0 PVI ELEV. 123.86 LVC: 100.00 PVI ELEV: 123.67 r-i NjLOW PT E(EV: 123.08n7 K-): K. 216.07 PT. STA-1 19+9pxn K: 183.22 N N r LVC-. 150.00 W PT EL�V: 123 + + - -P;l I to LVC: 150.00 It Lo .. C-4 V) HIGH PT. STA: 17+73.05 C14 00 Lo 504 Lo 04 BUJ BUJ + + Lo 140-- -.-00 HIGH PT. STA-. 13+30.28-00-0) ...... ----------- ... . ... . ... HIGH PT ELEV: 123.73 —0� Lo . ... . ............... — ... . ....... 4-11-11,11,11- .......... -0, (p po I HIGH PT ELEV. 123.52 (�i > U) > 0 C-4 1 U,) C14 bi (14 06 rli co 1�i in UJ + U U I 04 0) C14 I co > + > CN + > m > ui bi I UJ 6i 0 M W to I > > > I > mbi Eo m I C) UJ rK > > OD 1 > m W 0') O� o') Q:f _j Lo U*) I Of Ln bi 3: rl� of (N 00,0340 — 0) Q:f c� 3: (n U-M 0') Iq C14 bi U) NOl U,) ED (o (D , I-t 1�t (D V) w CN OD 00 U*) 00 -0c) 0) O-)l 0),t ol U-) 0000 bi OD U-) U-) U-) -2 C,4* Ld bi v -c, + 2 DO m Lo Lo Lo L6 ob r, ob 3:: Li U) co (o 9,� po 4 LQ ro 0) -W n r*- o c r,- 0 - 2 C-� L0 Lo Lo Z mm Ld U) 10 ui ui + — (N + OD,(N Lr) ui lco� -J- ............. (6 0-- , a 1 - ------ ------------- r4) rn v) 0 - b) ob r- 0 00 r, (14 r- u-) ,, r- 130 r- 3: LLI OD 00 U-) 04 co It I , 0 C) 0.) 0) 0) r- U-) Lo oc co r- ui 'AR (p r, 1 +-21 Lri Lci u-) Zo r, C, LL- 'If 'a 0 to (o (6 00 0c) (7) cl + C,, + c 064 n't (-� csi 4 0 w 0 ('4" + ( C 0 LL. O:f vi 06 06 o -) 04 u) c, Lp Lr) 00 0-) + c� C-4 4 >z 0 L0 + 0, 00 7: N 0, V) V) LL. Of > > > + `4 < 0 c (1) LL. + Cl I c 0 Im > > �(fw) (�h� zzz < 4z r-2f z z :� V) 5:5� 5� j U) LL. (n -Zzz U) O:f Of z U) U) Qfrz--:—z5;l, Of U3 /-3 Fh E� E� V) V) z PROPOSED C/L 0.45% 0.31% .38. r AST ELEV. . . .......... E EX WMF 2 - ------------------------- ............ . . . . . . . . . . ............ . .... . ... . ... . ........ . .............. . . . ...... ....... —I-,-,---, . . ........ .. . ........ . . . .................................... .. ............ . .......... 120 - - --------------- . ..... - - --------- -- - ----------------------------------------- . . ...... ... . . .. . . ........... ------------- - EX WMF 1 — -------- 280 LF Py r/a % tv I �111 12" DIP WM F11,1111 1Z DIP WM 122 12 DIP WM 191 4F 18" RCP,- �181"CP /112 )'P-,.-WZMIA lj 12 DIP IWV— @ 0.23% 290 LF 42 INCH HDPE PIPE 141 LF 48 11 PE I IFErY 00.14% 55 LF 48 INCHfs HDPE PIPE SHWT 197 LF 18 991 IFr 1 8 -AWF 16 -0 14% 2" DIP WIVI 10 DIP WIVI P vC @ .12% PVC a -0,12% n%ln. 1 1111, WIVIV - 4 lisil 12 in x 12 in" gate \-RWF 17 WMF 64 . . . ......... . ... ... ............ ........... .... .. . . ............................................ ...... .......... ........ ................ ....................................... . .............. . ... . ..... ................. -------4 110- WWF --- - - ----- ---- -------------- -- - - — ------- --�--*V ..... . ....... 1 7- . . ............. . .. . . .. . . . . .......................... 3'2--LF--'8 J-1 ..... - ------ - .. . . ........ . . . . . . . . .. . ................ . ... . ......... . .. — - — - ---- - ----------- - --- - -- WIVIV 1- 21 12 in x 12 in" gate PVC @ -0.79% WMF 6 WMF - ?o 12 in x 12 in'$ gate I WMF - 61 WMF - 62 WMF 3 1 MV - 16 WMF - 19 1 WMF 65 O12 in x 12 in g 3te WMF - 63 WIVIF 18 WIVIV 7-/ WMF - 60 WMF t 16 WIVIV - 15 WIVIV 8 12 in x 12 in" gate, 12 in x 12 In gate WMF 71/ cc cc cc 00 0) N 00 COtr) 0 0 0 N 0) 0) C) C) 0) 0 0 0 V) (o Cy) Cy) ol 0) P 01 04 0 00 00) 0) m . 0 . 0 0) 0) 0) . 04 . 0 . 0) . 0) N C-4 NON O ON oi (m oi ON c) (::i 0 6 ON 01 0; CNI oi oi ON ON CNI 04 (N (N CNI CNI 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Eul 30 20 Ito] F ml 13 12 PROFILE VIEW MAINE ST Vertical Scale: 4.000 Drawina Scale: 40.000 PVI STA: 21+38.06 PVI STA: 26+41.96 PVI ELEV: 123.66 PVI ELEV: 121.18 K: 153.28 _J K: 227.28 LVC: 150.00 00 x LVC: 223.98 o HIGH PT. STA: 21+37.62 o 0) J r) m LO to P6 Ki HIGH PT ELEV: 123.48 P w to `_ 0 v v c0 + N + N I _ _ 00 00 00 06 W Zi N + N — I I In + O N U J N N �,j U O �f �t ¢ d Ln L 1 U-) I 00 00 to N W U Z N O ; r- N W U &; U > m 0 O 00 U > W O In � { r') r0 r7 G M d d I U > m cl U Z >- U > W m . Q _— ________. _._._._._._--. .... > W I. 00 N < �.d_ N 00 ,- _._._._._._._._._-- _ - �... J W 1 I N .. .. ..�.. +�N��`� m — I �I ''>W C Q�»s> (nF_ Z_s_Z 1 �� W DIn00 Nc0r- I 0000 O �<��_» NNN i 0.0)O Ln Ov) Fyzz I I N 0') > > I % Q 'p > >— O �L04 1 I€ z ' 0 49% "PROPOSED i L' i I E E x s _ i e. I _--- E _ "-----.. 489 01 6 I FMF— 3 1 E6 —0.1; �o"`------ 16" 317 LF 48 INCH HDP EXIST ELEV. ~~ — 0.50 C 0.16% 9 R of ... .mow 1 w +,. ....... ..... R WF — 12 R WF —14 RWF — 13 ^ ( i X FMF — 8 EX FMF — 11 P �R Ab EX FMF — 9 EX FMF 10 a EX FMF — 12 SEX FMF — 14 EX FMF — 13 0) O W N O CO00 � 00 0) M 0) O d 00 CO d � O CO O O N O I� v7 0) to 0) 0) to c0 t� 0) m of O d N O N O O U) r� N Oi N N N N N N N N L6 — t~j CV 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 140 130 120 110 were, 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. REVISIONS DATE BY PER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE A.A.H M.M.B 9/16/2015 JOB NO. SCALE VPAC-02-001 AS SHOWN PROJECT TITLE CITY CENTER WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA 1 PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PLAN AND PROFILE C6.1 COPYRIGHT C ®0 4. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPE FOR USE WITH THE SPECIFIED PROJECT, TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. EanclinEamr-ing TEU1IUIIQ-IIVII(nK [EI7\MNIEFERI G9 M. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. I REVISIONS DATE I BY APER CNTY COMMENTS 10/29/2015 1 MMB DRAWN CHECKED DATE A.A.H M.M.B 9/16/2015 JOB NO. SCALE VPAC-02-001 AS SHOWN PROJECT TITLE CITY CENTER WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PLAN AND PROFILE C6.2 COPYRIGHT C 04 ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPE FOR USE WITH THE SPECIFIED PROJECT, TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. 14 13 12 10 it PROFILE VIEW STREET A Vertical Scale: 4.000 ✓I {.d YV II I- —A%.. C.II%... TV. VVV 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 140 130 120 t1in"((gate PE1 PIPE 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. I REVISIONS DATE I BY APER CNTY COMMENTS 10/29/2015 1 MMB DRAWN CHECKED DATE A.A.H M.M.B 9/16/2015 JOB NO. SCALE VPAC-02-001 AS SHOWN PROJECT TITLE CITY CENTER WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ BARQ, P.E. PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PLAN AND PROFILE C6.3 COPYRIGHT C ®0 4. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPE FOR USE WITH THE SPECIFIED PROJECT, TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. _1 Vn I t1 0 Q U 0 O 1 N 0 I U Q n a� c O U) a) 0 a) c N U U N 0 I U Q U Q ate ml im 12 is PROFILE VIEW TOWNSEND LOOP Vertical Scale: 4.000 Drawing Scale: 40.000 PVISTA: 4+24.64 PVI ELEV: 122.96 K: 92.12.....__ I ,n LVC: 100.00 L ZOW :IT. STA: 4+02.57T n z � tOLOW PT ELEV: 123.07� 0-) J Z r N r_ N Z00 N n N L J In Llj � -I -� J -� J _J 1 Q O t1) 0 Gp ry � Z 00 U U O O � N r j 00 NI_LO =1 �NCfl O�(6 + �� I - � U m i76 O > W W � �� 'S U) W y'Z U)Z W i- N�� GNP f� N �N� O 00 00 �� W (J)Z € (n (nZ ��W (nZ r ONO; N N _ - _ - - I I ( 00 N 1 Q 00 co 00 1 00 00 I 00 00 I NI 00 O � > > > Q � � > ,.ri � 0 r7 � � 1 00 c0 00 I Q GO OD O ` O ,nro d "t N — 1 oo N 00 a� N d >, t r7 "t �t It a9 I F__ ZZ (n ��Z O=r7 � I r7� �� O=� O p ~�O 00 07Fr00 � NOO ~CO �-0 c N .. 0. c9 _ -(0- —teroq� .O I—Ir I �� N��r r- Lhco �'n 'n oo �n aD rn ,� —o =I� (nLL.�Z NH O �Ntr) in Goff) Lci �r7 P'i ��MN d d O; d 00N6, � �N� �� t�ONd d +00N�� 1�� M�Lc) Q O E N N �p Lf) l(� d - N tf) Ln + N + �9 { - + �I 0 { EGN N �_> > +— + �N � CNL)� 1 O I ,n i I co +ten pri �o �� 1 — U� w 9 Li cl v)L��zz I Qo �� Q- �_> ��_»>� Qom>» � �_» ��>> I <0 -- I Nw F—p�! >» QCL>» I QO 00 Z Z ZZ Z (n�0'ZZ �pg- 0(n1�0'Z Z ZZ I— �p�» (n OFyZ (nl—D' — (nL�tY (nk—� — — ��I�ZZ QD_ PRO, SED CAL — �n � z z z o � � ry cn � ry 30 78% —0 2% 0.42 —0.05 10'; DI Ip M 1 DIP 10 DIP WMIO plwelp A � DIP z Li 7 LF 48' INCH HDPE P •-10 DAP_ � � fs ,� 3 50 L 148 INCH' HD a PIP @ 0.19% �@ 0. % LF 48 INCH HDPE PI NC @ 0.18%8 n° @ 0. 1 I WMF — 27 26 LF 36 INCH HDPE RIPE 149 LF 48 INCH HDPE PID WMF — 32 @ —0.�8% WMF — 29 0.24% WMF — 30 WMF — 31 W F 33 WMF WMF — 36 38 LF 12" HDPE 59 LF 48 INCH HDPE PIPE 21 LF 48 INCH; HDPE NIPE — _ WMF 35 43 LF 48 INCH HDPE PIPE 71 L 48 INCH HDPE PIPE LF 48 INCH HDPE PIPE @ 0.23% rn It M o @ 0.21 % o N 0 0 @ 0.18% N rn @ 0.30% 04 N rn cfl r7 o 0 � 0 � WM N N M N N N N N N N N M N N M N N N N N N N N WMF — 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 m Im m — 11 37 TERRA -MAX ENGINEERING, INC. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. I REVISIONS I DATE I BY DRAWN CHECKED DATE A.A.H M.M.B 9/16/2015 1OB NO. SCALE VPAC-02-001 AS SHOWN PROJECT TITLE CITY CENTER WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA 1 MOMTAZ ...Q PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PLAN AND PROFILE C6.4 �I COPYRIGHT C 04. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPE FOR USE WITH THE SPECIFIED PROJECT, TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. 14 13 12 PROFILE VIEW OCOEE TOWN CENTER BLVD Vertical Scale: 4.000 Drawina Scale: 40.000 _j ry o- ry _ rn rn 0 r- r- 0 rn _J L0 �; O 0 f a0 p JLn �. p -I O W ; �• N O W (n O (n z N �(j 'S LciW W � J z (`' 00 O Q) W S (� _ z Cn (n W O (n �S W Z � r O z (/Yn O 0 O z � O o-• i �: z I a (o° 0 I _ I °�; I °� ED I Q i �' co (o io I a d2 I °� (o � N Lw (n N w (n I Q co I Y00 m Cl: _ W c0 d CO Q rN 0 z O >, Cam• Cl: r O C� p +� Mi I� (- T M TN J M r7 #� r7 �� _ 1� cl I N - - CO CO CO I 6j ~ O ; �% Lf� N �U)Ln I i d �' t� I`Ln Un 0� �I- r �� 0 I I N to i � o-= w(n I O�'�rn O N O•- '�LIJ rn rn �' p On O O ao p p O Lop p ��p O Co 0000 00 Q OO N ! +�r-Ln rn �• W o-• -M O + O �r7 N+ N()0 C(j+ �N +�r7O O?�O O�N� -I-'0N no 'SW z p T Mtn �'�, M i7M O Ln 0 (DI N �N000Op� c6 r-00 � �N� N tC) N O _N� �. z LC) 0 0 I 0 0 + lf) O-+ O C N + N 0 0 E N I +- N 'S W d N OO OO t() O~ Cfl C� Ln 00 L() z N I I� 0 N Lo Cn r\ N C11O I I I- �: r O H M l CD d+ N r7 + N r0 + O `-CG 0 0 + _4 L CO N O 0 0 0 -� N tC) cp c� I N O I O I p. r- i I Q O ' ' P7 r7 I� ' (- N I- Ln CO � - I + Co CO CO M •- N O I- I- cfl I- Q c N O �I r I`7 r0 � _ N I �? . O �I > � Q 00 > > + + + � C Q N N Q (HELD_'->>� �� "O._ �� N (nLL�z Z 1 T E z �--o z —Q _::7 `, ! .� o � -o > > ,I .� Q .,� ±. _� <aC .o I Q O ,� s^--. - — _ .— �I 't_-O _ � �. O X Q W Cl) - - � Q � .. Q I- O � z z Z! - - 0 (n I. ry z (n LL D_ z z C 0 LL 0 z z 12 K U) 1 1 � � � (n 1. � z I� > > > I Qom > > > ( a � � > � � (n '� � - - — Q Q w(n — (n(nirz Q » �� zzz V)1�zz z o ��z zz .. > I- F- w (10_ _ cn E z z (n z EXIST ELEV. PROPOSED C/L I i ..." _............................. . -r- PROPOSED / _ _ -------------- WMF — _ E� 10_. " DIP WM _ 10» r DIP W 6" ��m° ° EXIST ELEV. IP WM I ; VIA RWV — I I 199 LF 1b 6 in x 6 in" gate 7 L 84 L 1 V C�? .1 % I WMF — 4 % RWF 10 I — I RWV — 7 WMV — 12 WMF 47 WMVF— 9 5 8 in x 8 lin" gate 10 in x 10 in" gate 1 10 in x 10 in" to _ .__ .. _ _. -- __.._ _.____ ____". ____" ________________________ ____" __._..... ......._ _____" ....__ ____" ___.___ _____ _____, ____ ___ __ _____ ____" _ ____ 1.... . __ . __ --WMF ___2.8 ______" -" """""" _ ,, _._. �..... .... _ WMF — 9 — WMV — 10 WMF 26 ? 172 LF 18' RWV 5 1 10 in x 10 in gate PVC Q —0.1% 8 in x 8 in gaffe r WMF — 29 WMV — 13 RWV = 6 10 in x 10 in" gate 8 in x 8 in" gdte 114 LF 18 ;INCH PVC r I ©—0.16%1 WMF — 6 I _ RWF — 6 X RWV — 1 RWF — 11 6 in x 6 in" gate RWV — 4 8 in x 8 111n" gate i 54 LF 18 PVC @ —0.41% rn d d N OcO 00 0) C14ro 00(0(0N ro O O N N 0 N 0 N O co � 0 � _ 00 L6 "i Cq N - N 6 06N N N N N N N NN NN NN 0) 00 N 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 140 130 120 110 100 TEWWU,I-I1UIIlnK EIlUW(1UEEW011 05 m. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. I REVISIONS DATE I BY Al PER CNTY COMMENTS 10/29/2015 1 MMB DRAWN CHECKED DATE A.A.H M.M.B 9/16/2015 JOB NO. SCALE - - VPAC 02 001 AS SHOWN PROJECT TITLE CITY CENTER WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ .A.Q , P.] PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PLAN AND PROFILE C6.5 COPYRIGHT C (2)4. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPE FOR USE WITH THE SPECIFIED PROJECT, TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. TRENCH WIDTH VARIES CROWN TRENCH IN UNIMPROVED AREAS W/ SIZE OF PIPE FINISHED GRADE SE NOTE 8) COMMON FILL' Ai PIPE O.D All, i SELECT COMMON ' FILL UNDISTURBED rE NOTE SE /. PIPE BEDDING: SELECT COMMON FILL COMPACTED m95% OF THE MAXIMUM DENSITY mPER AASHTO T-/au 2� TRENCH BA xn/L: COMMON nu COMPACTED TO 95% OF THE uxx|wuw ocwsn/ AS PER wm*m l-|ao. z p/rc ucomwo unuz/wo scLscr oouwow nu OR Bcno|wo poox IN ACCORDANCE WITH TYPE ABEDDING AND TRENCHING DETAIL MAY BE o umco^o DIRECTED BY THE CITY.4.��MAX |o^�,ponp/p�u�w�cnLs�7�m wz�^./mo^w�. FOR PIPE omw�cnmAND LARGER. u. wmcn oxAu NOT BE pcnwmcu IN THE lnswcx oumwo cuwmoucnnw. aALL PIPE mocINSTALLED WITH BELL FACING UPSTREAM ruTHE omonmw OF THE rm*. /. REFER mSECTION z2.00pTHE MANUAL FOR SHEETING AND BRACING IN Exmwmuws. u. FILIAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS orGOVERNING AGENCIES. sonmuc ncSTommow Wrm/w om or unocc n/oxr-or-Wn SHALL oowpu WITH ncnomsucNT OF RIGHT-OF-WAY m/uoATmw nscoLwmws AND CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. 10THHNTRACING WIRE E�RcY w�Rm|w� TAPE � /- FINISHED GRADE i Kl�' . MAX WATER MAIN OR FORCE MAIN #l8THHNTRACING WIRE NOTES: 1� ALL nps sxmL xEQo|x[ #10 mHw SOLID COPPER TRACING WIRE CAPABLE nrDETECTION sn&CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE, LOCATING WIRE SHALL TERMINATE /QTHE TOP OF EACH VALVE BOX J� AND BE CAPABLE OF D<T[N0wG 12' ABOVE 0P OF 80X IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE 0p[nxT|0N. USE DUCT IxP[ AS NECESSARY TO HOLD WIRE DIRECTLY ON THE 0P OF THE PIPE. 4, EARLY WARNING TAP[ MAY BE REQUIRED IN ADDITION TO LOCATING WIRE ATDIRECTION 0FCITY. VALVE COLLAR IN UNPAVED AREAS (SEE DETAIL) FINISHED GRADE CD BUTTERFLY ADJUSTABLE CAST VALVE [RON VALVE BOX U ISTURBED -BEDDING ROCK RTH 1 PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3. CITY OF OCOEE UTILITIES DEPARTMENT BUTTERFLY VALVE AND BOX DETAIL ------------ CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARI�s_ Y MIN.) (SEE TYPE B W/ SIZE OF PIPE EDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) _-__FINISHED GRADE COMMON FILL SEE NOTE PIPE 0 D SELECT COMMON SELECT COMMO N FILL FILL BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: /. PIPE BEDDING: SELECT COMMON FILL COMPACTED m95% OF THE MAXIMUM DENSITY ASPER AASHTOr180. 2. TRENCH oACxnuL nuywON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY ASPER wASmmr-/ou. o.USE TYPE ABEDDING mocDETERMINED |wTHE FIELD ^uDIRECTED BY THE CITY. 4. (*):/u^MAX. FOR PIPE DIAMETER LESS THAN z4^.AND z4^MAX, FOR PIPE DIAMETER z^'AND LARGER. o. wmcn SHALL NOT BE PERMITTED IN THE TRcwux oumwo oowSTnomuw, o. ALL PIPE m BE INSTALLED WITH BELL FACING UPSTREAM TOTHE umcCTmw OF THE FLOW, 7. ncrcn TO SECTION suu or THE wxwoxL FOR x*ccnwc AND amC|wu IN EXCAVATIONS. u. GRAVITY SEWERS SHALL UTILIZE TYPE ABEDDING, /pREQUIRED a/THE CITY. BEDDING osm�� DEPTH SHALL MINIMUM FOR PIPE DIAMETER LESS THAN 1u^.AND o^w/w/wowmnnpc DIAMETER /o^ AND mxocn. CITY OF OCOEE UTILITIES DEPARTMI y. DEPTH FOR REMOVAL OF owxu/maLc wmcnmL smm oOVcnw ocpm or TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE |wTHE AND TRENCHING DETA FIELD REQUIRED REMOVAL or uwyumBLc MATERIAL TO REACH sunxaLE muwmmnw 4'x4'PRECAST FINISHED GRADE CAST IRON FRAME /-AND COVER WITH ACCESS LID. CONCRETE V-AULT 36" SQ. JOINT FILLER 5" WALLS (MIN.) 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT FOR FORCE 2" GATE AS REQUIRED VALVE SEE NOTE 2 2" NIPPLE SERVICE SADDLE FITTINGS AND PER SPECIFICATION SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS CONCRETE FOOTING. NOTES: l. ABOVE DETAIL IS BASED ON 2'COMB|wAT0W RELEASE VALVE, CHANGE PIPE AND n0w0S ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES, VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE COY PRIOR TO INSTALLATION. 2. THE w|w|wUW 0M[NS|0w FROM mp OF PIPE TO Rw|Sx[o GRADE SHALL 8E4.OFEET, SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CITY OF OCOEE UTILITIES DEPARTMENT AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL DATE, I DWG, VACUUM IFIG, log CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX ADJUSTMENT RING BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT 6" BEDDING ROCK NOTES: l. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2,TxE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. . . . THICK CONC. PAD nP. EACH VALVE BOX. - 3' Dw` BRONZE DISC ANCHORED IN CONC. TAMP AS PAD #4 BARS ALL . �EEwh� IN 7 CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE SERVICE DIRECTION & NO. OF TURNS TO OPEN VALVE BOX WATER AND COVER CONCRETE MIN, ANCHORS UNIMPROVED CONDITION | TOP FLUSH WITH FINISHED GRADE ASPHALT SURFACE BASE VALVE BOX (MIN.) �RECAST POST AND COVER WITH 3 DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 1 VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC r IS NOT REQUIRED, AND COVER WITH 36" SO. ACCESS LID. 17-1 /4" GROUT EXISTING PROPOSE PAVEMENT 4" MAX. FINISHED GRADE PREMOLDED PLASTIC 2" VALVE (TYP.) CAST IRON 2' NIPPLE - 2" PORT WITH EXTENSION ROD AS 2" GATE THREADED PLUG REQUIRED VALVE SEE NOTE 3 FITTINGS AND 2" UNION BE'iiRASS 2" GATE VALVE CONCRETE FOOTING., �SERVICE SADDLE WASTEWATER PER SPECIFICATION FORCE MAIN SECTION 50.5.4 OR WATER MAIN NOTES: 1, ABOVE DETAIL sBASED ON rCOMeINmmw c. RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES mac DETERMINED aYTHE ENGINEER AND APPROVED a,THE CITY PRIOR mINSTALLATION. 1 THE w/w/wow o/ucwsmw FROM cmmv /wvon TO nw/socu | GRADE SHALL ac*»FEET. | HYDRANT OPERATING NUT ^r prnn -- VALVE /COLLAR � (SEE ocTA|U � J HYDRANT "GRADELOK"--j 6" BEDDING ROCK OR EQUAL rRESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) NOTES: l]HE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4' BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD � SHALL BE 8~ MINIMUM. � FINISHED GRADE c^ o^p---[T- 2" GATE VALVE ]6" RESTRAINED JOINT TAPPED CAP --� 1. ALL 2^ PIPE AND FITTINGS SHALL BE SCHEDULE *0 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. SOLID PURPLE PIPE-, fATERfl 21 I� LE17Emwo SHALL APPEAR ON 3 mos z LETTERING wosr BE PERMANENTLY c* THE PIPEAND now rxs ENTIRE/wpnasw�en /wn mc p/pc (x Lswmx or THE p/pc. MAY NOT BE STENCILED TO THE pIpss oonmoc), u� LETTERING no«u BE x u/w. OF -34^ IN os/uxr AND �ppc^n ONE on MORE +. Lcncn/wo sx^� BE Wx/rc on TIMES EVERY 21Amwv THE Lcworo mocn rnwrn^sr/wn oomn. OF THE p/ps, RECLAIMED WATER MAIN wrs nP/c^L METAL p/pc c5^-4^PIPE ^ TAPE IS CENTERED ALONG TOP HALF OF PIPE, RECLAIMED WATER MAIN RECLAIMED W/ o^ - /v^ p/ps - o~mpc IS pmuco wowo aom mms or TOP HALF or p/pc RECLAIMED WATER MAIN REOILAIMED WATER MAIN REDILAIMffE��AT-E`N ff.A-11N� "A' zo' AND mnscn p=s - mpc IS pmuso ON BOTH smsn OF THE TOP HALF or THE p/pc WITH A THIRD sre/p oswrsnso ALONG rop *xu, or p/pc RECLAIM WATER MAIN RECI-AtMED WATER MAIN REGWMED WATER MAIN RECLAIMED WATER MAIN RECLAIMED WATER MAIN RECILAIMED WAT7ER MAIN ^ apco/r/co R MAIN MAX, RECLAMED WATER MAIN RECLNMED WATER �N f-T� PER p/ps _I� nmwETcn punpLs TAPE WITH *onc OR mxcn oowrnASTwo pcnMmwcora -� wpncowmso Lorcmwo nxm'L BE USED. THE mpc sxxu xow FROM Jo/wr TO Jo/wr ^mwo THE Lcwnro or THE p/pc. METAL RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE w/s w TRACING WIRE CURB STOP (SEE NOTE 3) TRACING WIRE U BRANCH ITTING BLUE* BLUE* WOOD PAINTED STOP� (1 MIN.. BLUE & WITH STOP- I" MIN. CURB STOP LOT NUMBERS 2 EA. *COIL EXCESS POLYETHYLENE TRACING WIRE IN BOX POLYETHYLENE TUBING (1" MIN.) TUBING (1" MIN.) - SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING AWWA TYPE (NORMALLY OPEN) CC THREADS - -TO METER BOX `�/�| -~--'POL�TH)lEwE TRACING W|RE BLUE* �� ruB|NS DOUBLE STRAP POTABLE WATER COLOR SHALL BE S.S. SADLE BLUE AND RECLAIMED WATER NOTES: 1. ALL FITTINGS SHALL BE BRAGS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2 NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. J. EACH SERVICE SHALL TERMINATE AT A ) WHICH SHALL BE EXPOSED APPROXIMATELY 3' x@�E FINAL GRADE AND TIED TO A 2^ x 4'' x 4^ STAKE WITH THE TOP PAINTED BLUE(POTABLE) OR PURPLE(REUSE) AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. sAW0T 'W^ IN CURB FOR L0CA7|0w OF POTABLE WATER SERVICE, 5. CONTRACTOR IS TO USE x HOLE 3ww AND R[w0vE COUPON WHEN SADDLE IS USED. 6� DIRECT TAP OR SADDLE MAY BE USED 0wD.|.P. CITY OF OCOEE UTILITIES DEPARTMENT 7. SERVICES SHALL BE DIRECTIONAL DRILLED OR PULLED. NO OPEN CUT | SERVICES. | WATER ssRv|Cs cowwEonow DETAILS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE OF TEE NOTES: 1, pOTNn3 SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. z. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN S*0ww IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE RmwG WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER F|TT|wxs wEco NOT BE RESTR�|w[D UmLE3S 0TxE�*|�E |wD|o*J[D 5LEN�THS SH0�N |N THE TABLE H0/E BEEN CALCUU�ED |N ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE |R0w P|P[^ AS PUBLISHED By D|PRA, WITH THE FOLLOWING ASSUMPTIONS: Wonmwo Pnsssuns ' PSI.~ SOIL DESIGNATION: _ * un|wa oowomows:TnsLCAL_�ouwrY STD.*- 0. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES C|v[N IN PARENTHESES On INCREASE THE GIVEN VALUE BY 4 FACTOR 0F1�S. * TO BE COMPLETED BY THE ENGINEER. SOLID BLUE PIPE TER _& ,E� 1LETTERING SHALL APPEAR ON 3 SIDES 3. LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PIPE (IT LENGTH OF THE PIPE. MAY NOT BE STENCILED TO THE PIPES SURFACE). IN HEIGHT AND APPEAR ONE OR MORE 4. LETTERING SHALL BE WHITE OR TIMES EVERY 21" ALONG THE LENGTH OTHER CONTRASTING COLOR. OF THE PIPE. WATER MAIN NTS TYPICAL METAL PIPE 25' - 4" PIPE 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE, WATER MAIN WATER MAIN 6" - 16" PIPE 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE, WATER MIN WATER W"' 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. WATER MAIN WATER MAIN WATER BAN WATER WIN WATER MAIN 12" SPECIFIED WATER MAIN WATER MAIN PER PIPE BLUE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, METAL WATER MAIN WITH IDENTIFICATION TAPE NTS ��xu�� ==` 6 MIN. (TYP.) --l-- TIE RODS INCLUDING TERRA-MAK ENONEERR% M. NUTS AND WASHERS =""^" -LA" MECHANICAL 1507 S. HIAWASSEE ROAD, SUITE 211 #4 B�s [}RL/\NDO FLORIDA 32835 TEL: /407\ 578-2763 FAX: (407) 578-2953 0 UNDISTURBED ENCASE TIE RODS D 4'-0" - MIN. - %EE TRENCH DETAILS IN 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. m|w|Muw COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2508 PSI. 3, BEDDING, BACKF|u. AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL R}Rm BOARDS SHALL BE REMOVED PRIOR TO B«CxF|u. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE p|pE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:PS.|/ SCHEDULE OF DIMENSIONS AND MATERIALS * No":'NA", SLOG, AREAS To BE mwum ON BASIS OF NO SEE NOTE 5 TO BE COMPLETED BY ENGINEER. PROVIDE ONE CONTINUOUS LOOP TRACING WIRE WITH 24" OF EXCESS AND COIL EXCESS TRACING WIRE IN VALVE BOX, #10 THHN SOLID COPPER TRACING WIRE GENERAL NOTES: 1 ALL VC PIPE, PVC PIPE OR ANY OTHER APROVED 3. FORCE MAINS -TRACING WIRE SHALL EX - NONMETALLIC PIPE SHALL BE INSTALLED WITH TEND A MINIMUM OF 12" ABOVE GRADE #10 THHN SOLID COPPER TRACING WIRE. TRACING AT EACH INTERVAL AND SHALL BE COILED WIRE MUST BE INSTALLED DIRECTLY ABOVE THE AND PLACED IN A VALVE OR METER BOX PIPE IN A CONTINUOUS CIRCUT AND BROUGHT TO FOR EASY ACCESSIBILITY. THE SURFACE AT 500' INTERVALS AS FOLLOWS: POTABLE WATER AND RECLAIMED WATER SHALL BE PLACED IN A PROPERLY IDENT- SYSTEMS-TRACING WIRE SHALL ALLOW IFIED PVC VALVE BOX AT THE END OF TRACABILITY OF ALL PIPE BRANCHES THE RUN. 2, INCLUDING THOSE FOR HYDRANTS AND SERVICE CONNECTIONS. TRACING WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY, CITY OF OCOEE UTILITIES DEPARTMENT TRACING WIRE CONNECTION No. I REVISIONS DATE BY AlPER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE »r�U~�� x��0�U~�~�� OF WEST CITY K CENTER ��K�� - ��~� ��N�� U ��U»@�� 251'362MAINE ST [}COEE, FL ORANGE COUNTY, FLORIDA PE #49024 Terra -Max EOgiO88riOgCOA #26002 DRAWING TITLE onxvv|N6 NO. ��|T� �� ~�� 7O CITY . ��, ��^_�_ ~. .. UTILITY DETAILS COPmmHT (D 2014.ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BYAND THE PROPERTY opTERR-AMAX ENGINEERING, INC AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. H- H- O D- u c- 0 Ln ry In u I XF VARIES VARIES L�j FEMALE QUICK CONNECT DOUBLE METER BOX (18" x 24" MIN.) SEE MANHOLE TROWEL -FINISHED CONNECTION CONCRETE BENCHING DETAILS TEE PRECAST MANHOLE RAISED 1 1/2" LETTERS LOT LINE H WYE WITH AND CHAIN -LOCK CAP TROWEL -FINISHED CONCRETE BENCHING WALL FLUSH WITH H TOP OF COVER 6" BRANCH SEWER MAIN CONCRETE BASE SEE MANHOLE CONCRETE BASE INFLUENT SEWER SIZE VARIES CLEAN -OUT 6" 45' CONNECTION (SEE NOTE 3) Of (TYP.)PIPE FINISHED GRADE u u 2-� o BEND z WYE WITH SEE NOTE 1 6,."OF 6BRANCHmr-iolimEamr-irigg DROP PIPE CLEAN -OUT REMOMBI-1- WYE WITH (SEE NOTE 1) S-- BEND 6" BRANCH INLET CONNECTION AS REQUIRED 90' BEND 0 LOT 6" THICK 2" SANITARY LINE 2500 P.S.L CONCRETE MIN. MANHOLE FRAME & COVER MANHOLE FRAME & COVER 3: DOUBLE -11 (SEE STANDARD DETAIL) (SEE STANDARD DETAIL) WYE z SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT PAVED AREAS & AT ELEVATIIONS SHOWN IN ELEVATIIONS SHOWN IN PRECAST ILO R D t PLAN UNPAVED AREAS. 2 COURSES F BRICK (MIN,) UNPAVED AREAS. 2 COURSES F BRICK (MIN,) STANDARD DROP DETAIL MANHOLE WALL 2 NON PENETRATING 1507 S. HIAWASSEE ROAD, SUITE 211 � PICK HOLES FINISHED GRADE URS�S MAX� S MAX. 11-6. MIN. f 4 GO V-13" MIN. 4 COURSE X. �l TRANSITE COLLAR ENCASED FIr ORLANDO FLORIDA 32835 3'-0" MAX. 5" 2'-0" 3'-0" MAX. 5" 2'-0" E IN NON -SHRINK GROUT SLOPE TO TERMINAL DIP TEE INSIDE WALL OUTSIDE WALL INSIDE A OUTSIDE WALL W LL PRE -PRIMED PRE -PRIMED FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PLAN TEL: (407) 578-2763 FAX: (407) 578 -2953 DEPTH AT OR SADDLE JOINT SURFACES JOINT SURFACES EPDXY COAL TAR COATINGS EPDXY COAL TAR COATINGS Sy Of 1.0% MIN. SEE NOTE 1. Nk -0" 5" MIN. PER SPECIFICATIONS 4'-0" 5- MIN.' PRE -PRIMED PER SPECIFICATIONS 4' — PRE-PRIMEDPRE-MOLDED RE PRE -MOLDED -VA- (TYP ipRIMED PLASTIC JOINT R A PLASTIC JOINT JOINT SURFACES CJN SURFACES JOINT SEALER WITH SEAL WITH ROTATE RECLAIMED 6" BEDDING ROCK WATER PROTECTIVE PROTECTIVE WRAPPER wl WRAPPER BENCHING PER SPECIFICATIONS WRAPPER BENCHING PER SPECIFICATIONS- �RA PER TO REMCIEll) RE.C. S PRECAST------_, MANHOLE MACHINED 23-3/41/ MATING TERMINAL DEPTH 30' (TYP.) SPRING LINE MAIN 4 90' BEND REINFORCEMENT AND JOINT 6" SQUEEZE -OUT REINFORCEMENT AND JOINT SQUEEZE-OU MIN. COMPLETED COMPLETED WALL SPECIAL DETAIL FOR 24" DIAMETER i SURFACES AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE 4" D.I.P. DETAIL TO BE DESIGNED B� DETAIL TO BE DESIGNED B� JOINT WITH SQUEEZE THE ENGINEER AND A- 8" MIN. SQUEEZE -OUT THE ENGINEER AND A- --i E MIN. SQUEE OUT PIPE AND LARGER (3' MIN.)(TYP.) APPROVED BY THE 91, APPROVED BY THE 91, 91, CITY CITY -T STAINLESS STEEL PVC OR SINGLE DOUBLE 91 -�911 ":� 91�- BAND DIP1-1/4" LATERAL LATERAL BEDDING ROCK 2" MIN. BEDDING ROCK 2" MIN. PR CAST -IN -PLACE PRECAST., MONOLITHIC PRECAST MONOLITHIC CAST -IN -PLACE STAINLESS STEEL PIPE CLAMP _T_J72-Zf4 �-2-7/8/ - CONCRETE BASE BASE CONCRETE BASE BASE B RESILIENT PROFILE N CONNECTOR NOTES: STANDARD PRECAST MANHOLE ELEVATION PIPE CONNECTION 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. NOTES: NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THIRD 24", SEE SECTION 20.4.3 OF THE 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THIRD 24", SEE SECTION 20.4.3 OF THE NOTES: 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, SEAT MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2, DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 2, DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 25' MAXIMUM. MINIMUM VALVE AND BOX 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE THE INFLUENT SEWER. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN 6" BEDDING ROCK (SEE DETAIL) CONNECTION DETAILS. CONNECTION DETAILS. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS BELOW SPRING LINE, 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. NOTES: 3, AN OUTSIDE DROP CONNECTION SHALL CITY OF OCOEE UTILITIES DEPARTMENT_ 1. SADDLE OR DIP TEE MUST MATCH CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT O.D. OF THE RECLAIMED MAIN. — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINES WHICH HAVE AN INVERT 2' OR — — — — — — — — — — — — — — 2. ALL FITTINGS AND JOINTS ARE TO BE MORE ABOVE THE MANHOLE INVERT. OPTIONAL MANHOLE SERVICE LATERAL DETAIL MECHANICALLY RESTRAINED. 4" RECLAIMED FLUSH PRECAST CONCRETE MANHOLE PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS FRAME AND COVER PLAN AND SECTION PLAN AND SECTION (USF 420 TYP,) AUG. 190 liW-G, WW�T FIG: �04 DATEMAY 2009 DWGRCMF JFIG, 406 ------------ --------- ...... -DATE' D-ATE7, I-LI 990CW-G MPS FIG: - -20- -TATE-047oi/92 -WG, �:�Flr- -2 OA ------------------------------------------------------------- 7::C DATE: DWG: MHCONJFIG, 201 ---------------------------------- _ DATES FIG' ........................... RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER SET TOP OF VALVE BOX TO FINISHED GRADE 6' REINFORCED CONCRETE BACKFLOW PREVENTER IN ACCORDANCE WITH OF 0 FINISHED GRADE COLLAR IN UNPAVED AREAS PLANS APPROVED BY E-, GATE VALVE THE CITY TEST COCK (TYP.) GATE VALVE SAN111 RY Q, THREADED UNION NIPPLE (TYR) (2 REQUIRED) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 1 90' BEND 9" MIN. (2 REQUIRED) FCORIOP TYP. 2 - NON PENETRATING BOX SHALL REST ON PICK HOLES BEDDING ROCK NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE FINAL GRADE WASTEWATER CENTERED ON PLAN FORCE MAIN OPERATING NUT 18"' WIDE x 6" CONCRETE SLAB ...... WITH �,4 BAR ALL FROM To MAIN AROUND (2 REO'D.) SERVICE MACHINED MATING ........ SURFACES .... . 24"+/-3/8" 1 -1 /2"MIN. 6" BEDDING ROCK NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. �4-3/4" MIN. ELEVATION NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. CITY OF OCOEE UTILITIES DEPARTMENT— CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT No. REVISIONS DATE BY OPTIONAL MANHOLE REDUCED PRESSURE FRAME AND COVER PLUG VALVE AND BOX DETAIL (USE 420 TYP.) REVISED AUG,,1995 BACKFLOW PREVENTER PER CNITY COMMENTS 10/29/2015 MMB TATE AN mo-a-w—G ---------- 202 A— JAN. 1990 ... pVBOXFIG203 DATE1 AUG. 1990 jBPSS _]FIG'_501 DETECTOR CHECK 1 2" (TYP.) (MIN.) VALVE DRAWN CHECKED DATE FLOW JOB NO. SCALE O.S. & Y. VALVES AS SHOWN (FL/FL) (2 REQ'D) 1 2" PREFORMED JOINT PLAN P RCJ ECT TITLE MATERIAL TO BE PLACED NOTE INSERT BACKFLOW BETWEEN D.I.P. AND PREVENTION DEVICE WHEN CONCRETE SLAB. REQUIRED BY THE CITY DITCH WIDTH + 4' DITCH WIDTH + 2' DITCH WIDTH + 2' SURFACE REPLACEMENT JOINT SURFACE SURFACE -SURFACE SURFACE BRICKCITY CENTER O F REPLACEMENT -REPLACEMENT BASE REPLACEMENT SURFACE 6" CONCRETE SLAB W/ 90' BEND NO. 6 x 6 - WIG x W10 --SURFACE JOINT SURFACE REPLACEMENT PLACEMENT BASE WEST ORANGE (2500 P.S.I.ASE.1, CONCRETE) FLANGED JOINT "A" 2/' MIN 12" MIN , T/ V112" 12" (TYP.) MIN CARRIER PIPE MAIN SEE LOCATION _0" CRITERIA -01 CURB 1"SILICA STAGE 2 251, 362 MAINE ST STAGE 2 SAND STAGE 2 90' BEN (MJ/MJ 6" 6' 10'-0" 1 lc),-D,, - STAGE 1 STAGE 1 OCOEE, FL PIPE SUPPORTS RESTRAINED JOIN UP i- REPLACEMENT OF FLEXIBLE STAGE 1 - ORANGE COUNTY, FLORIDA (2 RE (2 REQUIRED) 4 1 4 12" 4 12" VARIES 12' 12" 1 1112" - - - - - - - - - - - - - - — - — - — - - VARIES 11"1 ENT CUT VARIES SEAL ---------- GENERAL NDTEG SURFACE TREATED PAVEMENT JOINT <4 DENSITY PROCEDURES� BASE AND BACK FILL MATERIALS SHALL 13E SHALL BE LAPPED AND FEATHERED. THRUST AR IN ACCORDANCEWITHWITH 3" MIN 4 BARS (TYP) SAND CUSHION EITHER OF THE SAME TYPE AND THE BACK FILL FOR THE FIRST AND SECOND COMPOSITION AS THE MATERIALS REMOVED, NEW SURFACE IS TO MATCH OR EXCEED STANDARD DRAWING PROFILE FULL ENCASEMENT V::: STAGES SHALL BE PLACED IN 6" LAYERS OR DF EQUAL OR GREATER STRUCTURAL EXISTING SURFACE MATERIAL. AND PLANS APPROVED (COMPACTED THICKNESS) AND SHALL BE INTEGRITY, MATERIALS CONTAMINATEDLIMESTONE SOIL MOMTAZ BARQ, P.E. BY THE CITY (2 REQUIRED) NOTES: SANITARY SEWER COMPACTED TO 98% OF MAXIMUM DENSITY AS WITH DELETERIOUS SUBSTANCES DURING DETERMINED BY AASHTO T-180. TEST REPORTS EXCAVATION SHALL NOT BE USED, 6' LAYERS COMPACTED THICKNESS 1. ALL ABOVE GROUND PIPE JOINTS OR WATER MAIN DENSITY REQUIREMENTS, SHALL BE FURNISHED TO THE CITY. REPLACED BASE MATERIAL OVER DITCH 987. UNDER ROADWAY SHALL BE FLANGED. ai65f-#-1 SHALL BE A MINIMUM OF 12' THICK. 98% OUTSIDE THE TRAVELED ROADWAY, VALVE SIZE "A" THE PERMITTEE SHALL PROVIDE ADEQUATE BASE MATERIAL SHALL BE PLACED IN SUCH AS INTERSECTIONS, COMPACTED FILL BENEATH THE HAUNCHES OF TWO OR THREE LAYERS AND EACH CROSSOVERS,TURNOUTS, ETC. I — 4: 16-1/2 CITY OF OCOEE UTILITIES DEPARTMENT THE PIPE, USING MECHANICAL TAMPS SUITABLE LAYER THOROUGHLY ROLLED OR TAMPED 96% SHOULDER PAVEMENT FOR THIS PURPOSE. THIS COMPACTION TO THE SPECIFIED DENSITY, METHOD AASHTD T-180 6 22-1/2" CITY OF OCOEE UTILITIES DEPARTMENT APPLIES TO THE MATERIAL PLACED BENEATH CITY OF OCOEE UTILITIES DEPARTMENT NOTE: USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND THE HAUNCHES OF THE PIPE AND ABOVE ANY ASPHALT CONCRETE PAYMENT THICKNESS 8 26-1/2" DETECTOR CHECK VALVE ASSEMBLY SEWER IS LESS THAN 12". DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE BEDDING REQUIRED, SHALL EQUAL EXISTING THICKNESS BUT STAGE #2 ENCASEMENT AT SEWER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE NOT LESS THAN TWO <2) INCHES. UTILITY CROSSING POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE SEWER LINE. CONCRETE THE PERMITTEE SHALL OBTAIN A OPEN CUT DETAIL ENCASEMENT WELL -COMPACTED BED AND FILL ALONG THE CONTRACTOR TO SALVAGE AND REPLACE PE #49024 SIDES OF THE PIPE AND TO A POINT EXISTING BRICK, DAMAGED OR LOST BRICK DATE' AUG, 1990 1 DWG: DCCV_JFIG, 500 1 DATE' INDICATING THE TOP OF SUB -GRADE MATERIAL. IS TO BE REPLACED WITH NEW BRICK, - bRICK SUPPORT SHALL BE V 902-2 DATE:NOV.,2009 DWG FIG. 11G, Terra -Max Engineering COA #26002 -------------------- - ------------- MAY 2009 I UCCE IFIG, I I SILICA SAND PER FDOT SPECIFICATIONS, RPH FIG 602 DRAWING TITLE DRAWING NO. CITY OF OCOEE C7.1 UTILITY DETAILS COPYRIGHT (D 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. n NOTE: INSTALL 2" TOOLED 4" THICK CONCRETE RADIUS ON ALL EXPOSED SIDEWALK SECTION � -� 5' Standard 3n� '�'� EDGES SIMILAR AS SHOWN ON ' MAX Sidewalk r _� � � � E 11 , � ° CURB DETAIL �� ."�'.�.� - 11 o co 01"HIRR FLUSH I'"1o111m1 'll""10 SEE 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 Cn 3 v� J Q W Q (� No. REVISIONS DATE BY Z Q PER CNTY COMMENTS 10/29/2015 MMB t� H Z Q Z Q 0 U O LA j DRAWN CHECKED DATE n, 10B NO. SCALE AS SHOWN / Q Q PROJECT TITLE U CITY CENTER OF WEST ORANGE 0 0 I I 251, 362 MAI N E ST Q OCOEE, FL ORANGE COUNTY, FLORIDA CD C5 SEAL o MOMTAZ BARQ, P.E. LA n, 3 O Q� E 4 4 Terra -Max Engineering COA #26002 N U DRAWING TITLE DRAWING NO. SITE DETAIL C8.0 (U 0 I U Q U Q j COPYRIGHT © 2014, ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. N AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. PtQED IF A "'1 GRADE U.S. 9' 4tP #5 Bars Top #5 Bars #4 Bars Continuous ` Y . �f #4 Bar #4 Bars, 6" cc, Top & Bottom I I I Face Of Curb ��ecfi Bottom 12 Returns, Or 12 Returns ` E redo��aOF l i (((� Each (Min.) (Same Below) \ #4 Bar _ P n 1 I F/o r r r 4x4-W4.0xW4.0 EI] Welded Wire #5 Bars, With Hooks. s 5'r ILJ I -- �� ® 6„ cc, Bottom 31 Spaces Reinforcement, „4 ILEE Direction Of ®® / Opening Bottom 32 Bars 0 if �s 0 Predominant Flow I ... C TEC�CC�CC�CC�1T_1r m® LA r �I Centered fMn ine�r 1r-1 o o ®m®®® I ---A I 9 ��m�r • B 0 0 Center of Opening 1 I I I Center Of Opening I I #4 Bars, I2" cc r� I I 00 24" / Location Reference Or 4x4-W4.0 x W4.0 00 Location Reference I I 6 I I I Welded Wire Reinforcement �E�1�G 1�JVJG 1Ln� EJV��EWD��Jg ��o y oo TOP VIEW �I I I 40° x z0 Ban ,9 24,. t +��I 1 E IB�B' 6" - -- 1507 S. HIAWASSEE ROAD, SUITE 211 �A I )I> I (Curb Box) _ Closed Stirrups id c) 2 #4 Bars (Three Sides) - - Top &Bottom Reticullne Bars 1}•xi; ORLANDO FLORIDA 32835 { Straight Bars 2 x IF _ (Frame) �� P7�,. � #4 Bar (12" Legs) 9 #5 Bar E I I Top & Bands }'x1}' (Grate) 77l� " Bottom, L=18" Approx. Weight 315 Lbs. L: (407) 57 - FAX: (407) 578-2953 - a ----_--_w_..__1 -- -- Ad ustabe Curb Box TOP VIEW TOP VIEW i _hz" (5" to 9" Curb Height) 17F.D.O.T. TYPE H GRATE b� FT #5 Bar #5 Bars E , .. �� #4 Bar Welded • �; T � � r I, 33" _� 3r/v" 24" (+ �g„) � 3T�,. Bar Wire Reinforcement) 7'-11" 4,_4,. _ >" 36"°I r- #6 Welded Wire E r - b0 1/4" FIBERGLASS SKIMMER 37"Reinforcement l _ I BY SKIMMERS INC. OR BY 3/4"�.{ �.. • ...-... L._._.... -...._ I E r= #4 Bar F APPROVED EQUAL `\ I TRANSVERSE SECTION i 4 Optional Key Optional Key 6 118.00' •� (In Lieu Of Dowels)) 6" Concrete (In Lieu Of Dowels) , I LONGITUDINAL SECTION 3'-6" or 4' 0" 8" Brick 3'-6" 6" 12' .�_ E FRAME AND GRATE (Bottom Or Riser) (Bottom Or Riser) • - " 0 6'-7" 8" 6., sEcrroN AA sEcrroN BB �- , 2» L I • • • • • • • 1'�" r/a' Bottom Lug (2 Corners) (SEE NOTE 6 BELOW) (SEE NOTE 6 BELOW) i 2 1 /2" ; € ' E 24" WEIR TOP SLABS +• ELEV:100.56' I - .. Capacity ✓ 48" HDPE Approximate Debris Free Cape. it _ 5� as __� ��Ef ELEV.=98.00' i' L� L� (0.02 Pavement Cross Slope) LJ .I _,� .... GENERAL NOTES ELEV10058 ELI 0o r' t 97.50' a .„, N 24" WEIR SECTION " " oCh SECTION E� � � T � T � T � T � T � ry `-� 3.O t�ae 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use = IL I� IL I� IL I� IL I� IL I� G e of throated Curb Inlets Types I through 6. The typical application is on curb returns to city streets. The inlet grate NOTES: T T T T T I° Z•O 6� tat G a is suitable for pedestrian and bicycle traffic. w 1. ALL EXPOSED CORNERS &EDGES ARE TO BE utter W CHAMFERED 3/4" ' I.O 5% 2. This inlet to be located outside of curb ramp area in vertical faced curbs such as Curb and Gutter Type F. Grate 2. CONCRETE SHALL BE CLASS 3000 MIN. 232C FDOT TYPE C INLET 0 shall be oriented with vanes directed toward Predominant flow. LL E � IL � T � [L � [L � EE R_24idl l00 In Bo 7O 6o s0 PLAN N.T.S Olntake /4T°tal (%)3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201. EFFICIENCY CURVE 4. All steel in slab tops shall have 1%' minimum cover unless otherwise shown. Tops shall be either cast -in -place or 1 (OFS-1) OVERFLOW STRUCTURE TOP VIEW ti precast concrete. @)POND INLET TYPE H WITH SKIMMER N.T.S. 2 1/4' 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall or riser wall. 35W I I l I R 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab IV" I 12 Equal Spaces 2t�'rc' _I" 3'/s' R 3�a �� shall be constructed using Index No. 200 with the slab opening adjusted to 24"x36". The "Special Top 51ab" on Index s R No. 200 is not permitted. 7. Frame may be adjusted with one to six courses of brick. 1 � See Detail A See Detail 8 �-I -� 8. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO HL-93 loading. Grates shall be I SECTION DETAIL A DETAIL B reversible, right or left. O GRATE DETAIL O O 0 C E W m O 4" X 4" W4 1 /1Y4 1 O O W W M LAST aO DESCRIPTION: Z�I6 INDEX SHEET O O (C� � REVISIONFD CURB INLET TOP TYPE 9 NO. NO. O 07101113 w DESIGN STANDARDS 214 1 Of 1 I I I I f I I NINE 3" RED REFLECTORS MOUNTED SYMMETRICALLY ON A 18" DIAMOND I ' 2to CURB INLET TOPS TYPE 9 - N.T.S. REFLECTORIZED RED PANEL L _ -A L------- _J ' --- �• 6' c DIMENSIONS AND QUANTITIES m ^� M 51"CONCRETE SLAB CY 0 SODDING o g ( ) (SQ. YDS.) � ' D 3 CASTING 0 See General Note No. 3. �� ) r� D X A B C E F G Single Double Tri le Quad. N Single Double Triple Quad. Single Double Tri le Quad. _J I ^f s [/tt _EMENT INV EU> Y Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities ------ 2 4000 Psi t9 2U UAYS RAiY R'P Q i s ss x s I W w M ADD ON 1 " 2'-7" 1.92 2.18' 4.10' 2.06' 5 1.22 4.63 7.21 9.79 12.37 1.19 0.38 0.58 0.77 0.96 21 24 27 30 4 GRAryr, so Rr aAlt FINISH HT _ 1 2 -10 1.97 2.74 4.71' 2.56 6 1.41 4.92 7.75 10.58 13.42 1.21 0.44 0.65 0.87 1.09 22 25 28 31 LLJ s D O T INDEX 200 & BCK CAST _ 4" 3 -5 2.06 3.85 5.91' 3.56 7 t .73 5.50 8.92 t 2.33 15.75 1.25 0.54 0.83 1.12 1.42 24 28 32 35 Q 6 - - 2' - 6 - PRECAST [IT 4 -3 2.15 4.95 7.10 4.56' 8 2.00 6.08 10.33 14.58' 18.83 1.29 0.66 1.09 1.50 1.91 26 31 35 40 t� 3' - 2:1 36" 5-1 2.25 6.08 8.33' 5.56 9 2.24 6.67 11.75 16.83' 21.92 1.33 0.81 1.38 1.95 2.51 28 34 39 45 No. REVISIONS DATE BY _ _ 42" 6'-0- 2.34 7.21 9.55' 6.56 10 2.45 7.25 13.25 19.25' 25.25 1.38 0.97 1.70 2.45 3.19 30 37 43 50 NIAC i CONCHIPI �{ INS) DESCRIPTION �IPTION _____ ____ Slope 4-8 54" 7-8 2.52 9.44 11 96 8.56 12 2.83 8.42 16.08 23.75 31.42 1.46 1.31 2.44 3.58 4.872 34 42 51 59 <P 0 L30X 1'�' C X 2' L3.1Sh: (6' tirlil,L) 60" 8 -6 2.62 10.56 13.18 9.56 14 3.00 9.00 17.50 26.00 34.50 1.50 1.51 2.89 4.28 5.68 36 45 55 64 PER CNTY COMMENTS 10/29/2015 MMB U _ AS'I'A1'ULA, t'I U12lDA 34 05 66" 9 -2 2.71 11.68 14.39 TO.56 15 T18 9.58 18.75 27.92 37.08 T54 1.68 3.25 4.84 6.43 38 48 58 68 72" 10 -0 2.80 15.60 11.56 16 T30 1 o.1 -20.16 30.16 40.16 1.58 1.89 3.74 5.59 7.45 40 51 62 73 R _CUS'1'OMEIZ DATE S`PR- _ 15" 2-7 2.27 4.09 6.36' 4.03' 8 1.22' 4.63 7.21' 9.79' 12.37 1.19 0.57 0.87 1.15 1.44 23 26 29 32 I'I20 tECT DRAWN BY JOB 18" 2'- 102.36 5.12 7.48' 5.03 9 1.41' 4.92 7.75 10.58' 13.42 1.21 0.66 0.99 1.31 1.65 25 28 31 35 B E t` 24" 3 -5 2.53 7.18 9.71' 7.03 A 11 1.73' 5.50 8.92 12.33' 15.75 1.25 0.85 1.30 1.75 2.20 28 32 36 40 _ - c�hlusnus�sHaptrxc�lumE9ax�zxzes hs oL-ar 30" 4 -3 2.70 9.25 11.95 9.03 13 2.00 6.08 10.33 14.58' 18.83 1.29 1.10 1.74 2.39 3.05 31 36 41 46 A 6.42' A 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. Z 4:1 36" 5-1 2.87 11.31 14.18 11.0 15 2.24 6.67 11.75 16.83 21.92 1.33 1.32 2.21 3.08 3.96 34 40 46 52 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. ths. 328 END OF ROADWAY MARKERS N Slope 42" 6 -0 3.05 13.37 16.42 13.03 17 2.45 7.25 13.25 19.25 25.25 1.38 1.58 2.76 3.91 5.09 38 44 51 58 p p p 9 _ > 48" 6 -9 3.22 15.43 18.65 15.03 19 2.65 7.83 44.58 21.33 28.08 1.42 1.85 3.30 4.73 6.17 41 48 56 63 A0 Concrete slab shall be deepened to form bridge across crown of pipe. See section below. N.T.S. 228 2' X 2' INLET 54 7-8 3.39 17.49 20.88 17.03 21 2.83 8.42 16.08 23.75 31.42 1.46 2.14 3.95 5.77 7.58 44 52 61 69 N.T.S. 60" 8 -6 3.56 19.55 23.11 19.03 23 3.00 9.00 17.50 26.00 34.50 1.50 2.45 4.66 6.87 9.07 47 56 66 75 0 66" 9'-2" 3.73 21.62 25.35 21.03 25 3.18 9.58 18.75 27.92 37.08 1.54 2.88 5.54 8.18 10.84 49 59 69 80 � 72" 10 -0 3.91 22.68 26.59 23.03 27 3.30 10.16 20.16 30.16 40.16 1.58 3.18 6.27 9.36 12.45 52 63 74 85 U 0 Sod I 1' I Beveled Or Round Corners O > €--� , -.:_ , 1 I / DRAWN CHECKED DATE CU 8" � I ? - " { ... in / �S � \\ \% �1 S (FRAMES, COVER) NOTE AMES AND E 1 1 lb. 1 b II T d B The 2 2 .cover a d a used fora frames Types all �� use m 2 #8 ors JOB NO. SCALE n ) -- the 2-Piece Cover, and la the replacement cover for all previous frames 1 111 V) A 0 0 with V deep seats (traffic type). The 185 lb. cover (non- 2- Bars ° AS SHOWN '�,.4 A t 0 traffic type), 1984 Roadway and Traffic Design Standards Index 2' Min No. 201, a he replacement cover fo existing g frames ith "� 2' 8' Max. Tonguedo Groove ,jvo Match °- Q i eats. Instal atlon of frames w1(th deep seats Te not Joit T q �""' c ep:mn a 185 lb. covers are to be placed In exit n Riser ` € I , to deeplseatedTf ames only when specifically called far In the i� Riser Q G p plans or as specifically directed by the Engineer. O PROJECT TITLE (� „-C,, j „ All Reinforcement No. 8 Bars P z,> s I ..- -.- v O Except 6-#8 Bars Shown. n '. `�; , [ ` ---- """ - Bars aced • 6" Centers Both CITY CENTER OF `S PRECAST CONCENTRIC CONE 40� Ways Except Middle Bars Shown O Centers. All Bars with ACI concrete Or -- -� Standard Hooks Canted Approx. C E au 8' Brick. See U _ �/ TOP VIEW NOTES (TOPS) 2-/8 Bars Nth Or Embedded In Accordance Note 3. WEST ORANGE ydth The Sob Reinforcement ........... $.. alp. Permitted _ '~ -, si On 3•-O" Frame °} n 1. Manhole top Type 7 slabs shall be of Class ^- concrete. Detail Shown Under Optional 2 DI°• "M CD f r _ Concrete as specified in ASTM C-478 may be used for Construction Joints, Sheet -1 � I precast units; see General Note No. 3. REINFORCEMENT PLAN No. 3 of 6, Except All #8 Bars O ... C Ln TOP VIEW ' 2'-0" Or S-0" 3T' ...-- arx , __, And ,� Bare Around Manhole �, 2. Manhole top Type 7 slabs may be of cost -in -place or Opening Shall Be Hooked. O PLAN I \ / /\ T-0" Or S-O" 7 precast construction. The optional key is for ecast tops BRICK OR CONCRETE ' \VI •, and i ilea of dowels Frame and slabopeningsare to 251 362 MAI N E ST '�` �\ Jl ' can bebe tadjusted wited when th from we Is used to sixr a �coursesnction bof brick.mes o r O 2 Mtn Q ,r , , - 3. Manhole top Type 8 may be of coat -in -place a precast "� E, F 1' ",w 2'-8' ax. Tongue &Groove ;��--------------..--o:.u..a-� i'"`^'�- "----•--- COn Crete SIOb, 3" Of5 Thlt�, n '.„ ^E. concrete construction or brick constriction. For concrete 8" For 3•-6" de 4' D Joint To Match j n �F4 .� ` 1 ' �� Reinforced With WWF 6x6-WL4xWl'4 _______1�$0___� nL construction. the he supporting and steel reinforcement shall � 11'Optionol Key }') 10" For 8' & T Dia.la. Riser COUNTY,ORANGE FLORIDAI-1 ,: '� �:;.. / 2 Ss, be the same as the supporting wall unit. An eccentric -`+1 R,ser F - "' tt ' �` (.--.I cone may be used. 3'-6" Or 4• DI I _ M _ TYP E C 3" i SECTION 10' Draft Thickness Of w ..... -* <.._ ` WALL SECTION SECTION 4. Manhole tops shall be secured to structures by optional Structure Wall E i. TYPE N construction joints as shown on Sheet 3 of 6. 3'-8' 4' -0" 6' -0" T-0" PRECAST ECCENTRIC CONE SEAL _. s TOP VIEW -SINGLE PIPE TYPE NN SECTION PAVED AREAS CAST IRON GRATING sod For Manholes Far Curb Inlets Types 1, 2, 3, & 4 TYPE 7-T (TRAFFIC) (H-20) TYPE 8 s APPROX. WEIGHT 235 LBS Slope MANHOLES MOMTAZ BARQ, P.E. 0 E GRATE __ Ge �Qrie of See Notes A Ix N i 1, 51 os 1 to [ �' CLI 3" Or 51 & 2 c MANHOLE TOPS Deepen Around Outside 3 Edge Of Pipe For 5 SI - .... 8 4 _ . , or 2: i Pick -Up o --Gr+ Hole A m Typical Location E t ' d For Bottom R E + � � 0 � � Z Without Sump ` h, I ` 4, t on -Skid `.m� Y- ti;• `- z° �-------.. ` ,., {dj � 1 0 Concrete .( t.Surface I x T E Pipe Connect -t- e PE #49024 ONCTOP VIEW 3" Rlbe cOptaral) II " Terra - Max Engineering COA #26002 CU UL. I Saddle * ( Side Ditch Grad �o��e 3 SECTION A -A` rj w Z o 2' Not Less Than n TOP VIEW SECTION• E o +, _. .._...__ ..w .. to #4 Bar » Did. Varies >° No Pipe Joint Permitted COVER FOR ALL FRAMES (12" Std. s DRAWING TITLE DRAWING NO. ALL STRUCTURES IN PAVEMENT AREAS SHALL Unless A roved B The Engineer 6" 5' Sod 1?• 2' 0" Or 3'-0" 1t" �' o (v CONFORM TO H2O LOADING STANDARDS. E *Slope: 4:1 Miter: To Pipe For Pipes 18" And Smaller. !- WEIGHT OF CASTINGS PAVING AND GRADING C9.0 o Paid For As Pi e Culve t 2:1 For Pipes 24 And Larger. Ribs p F (Pipe To Be Included Under Unit Price For Mitered End Section) (Optional 2' OPENING 3' OPENING }'Galvanized Hardware I Grout I FOR REBAR LAYOUT REFER TO FDOT INDEX 232. 2 1 /2 x 2 x 1 /4 2:1 Miter: To (Pipe For Pipes 18" And Smaller. Frame re. }'Per Ft DETAILS 1 ' ANGLE SEAT (2 SIDES) SECTION 1:1 For Pipes 24" And Larger. Type Framed Frame Covet-PiRingce Co�Total No. 4 Coarse Aggregate Fabric n „ O.C.I {•l 126 Lbs. 212 Lbs 220 Lbs. 212 Lbs. 250 Lbs,462 Lbs. > W/#3 HOOK @ 8 C"l Nry NOTE: Sump bottom appropriate for all manhole and Inlet types WALL SECTION SECTION 134 Lbs. 212 Lbs. 280 Lbs 212 Lbs. 250 Lbs 2 Lbs. Coat for sump bottom to be included In the contract nPipl<e: Grout to consist of 3:1 Sand -Cement Mixture or any Class Concrete. price for inlet a manhole. FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL U�' NNN �� 98 Lbs. 212 Lbs. 220 Lbs. Lbs] 250 Lbs Lba 272 MITERED END SECTION Far Curb Inlets Types 7 & 8 BOTTOM VIEW SUMP BOTTOM DRAINAGE STRUCTURE INVERT N.T.S. 201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS COPYRIGHT ©2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED N CAST IRON FRAMES THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. - N.T.S.i TSAND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. I Jan 10,2016 - 6: 14pm TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING n' M:\R-Z\VPAC\VPAC-02 City Center of West Oran ge\VPAC-02- 001 Civil \CAD\FSP \Revision 1 \C9.0 PAVING AND GRADING DETAILS.dw THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. S L F L L L ( I Type A Or B Riser 2 Additional Bars A 0 5" 0. C. *5 Hoop Bar Perpendicular Bars A (see Section A -A) *4 Hoop Bar A L A 61 2- * 7's Each W - 's Reference Axis Placed On To Of Bars A And � At 45 Parallel Bars B (See Section TOP SLAB REINFORCING STEEL DIAGRAM CL 0 C LU (0 ro- C 3: I c. 1: A 0 01 r - 1) #4 0 12" BW X 0 m , 0 (Horizontal Bars OM ars A 36" 6"_ r Continuous Around 6" B` ' .0 - Of- X U) 4'-0"_ Corners For Rectangular Risers)p IC U C * 4's 2-Extra 2- rn Each Side And Above Opening E c 0 LL 0 *4' 0 12" O.C. 00 .6 Each Way (D 0 c CL M 8. 12 Type A Or B Riser Bars A Short I (See Section B- 2 Additional Bars 0 5" Max. 0. C. Side Of Opening 2- #5 Hoop Bars (2 Lap Splices Permitted) B 2 Additional Bars A 0 5" 0. C. Bars B Long Way (See Section B-B) TOP SLAB REINFORCING STEEL DIAGRAM Q. .2 4) C - 6 �, C 6 :) UJ 3'-6" (TyP-) #4 0 12" BW 3: -0 0 - (Horizontal Bars E = - X Continuous Around 0 M0 Bars A Corners For 6" Rectangular Risers) - O.Ah ES 0 c: -_2 Bars I ) -44- Vertical Wall Reinforcing (See Table) 01 .0 C 0 L� 0 ro t Reinforcin Openin Horizontal Wall Reinforcing (See Note) (See Table) 8. W M _1D ;f 0 I- -S Top Slab Reinforcin. a, C U) �2 Optional Shear Key' 1;' Wall RelnforcingG 10' Draw, Supplemental Bar A Or B AT TOP SLAB _T ir - `Shear Key NOTE: Variations in shear key dimensions will be permitted subject to the Engineer's approval. Shear Key AT BOTTOM SLAB SLAB TO WALL DETAILS FOR PRECAST ALTERNATE Ties 0 12" 0. -i-�*5 Peripheral LReinforcement Wall Reinforcing 9- # 4 Ties 0 12" D.C. (See Section) no *5 al Reinforcement C C L M W Bars A-" Bars B n Bars A-- "-Bars B (Max.)' 0) (D SECTION C-C C -Y 0Z ALTERNATE A ALTERNATE B !E 2 SECTION A -A 1.2 SECTION B-6 SPECIAL TOP SLAB* NOTE: When the inside diameter of a round structure is o U4)' NOTE: Provide extra reinforcing each side of each opening Nam'not more than V-15" larger than the opening in Fn at 3" maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure reinforcment removed by the opening and provide the or riser shall be constructed according to the some area of reinforcment above each opening at 3" "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. GENERAL NOTES 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and63'-Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular square (Alt. B) are designated Type P. Larger standard structure bottomstops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unlesirDers and inlet throats and used on skew with rectangular risers, inlet and inlet are designated Type J. Risers are permitted for all structures. otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when used bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each fillet shall be reinforced with#2- 5 bars. 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. rectangular structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on concrete only. Index No. 201. 7. Rectangular structures may be rotated as directed by the Engineer in order 3. Wall thickness and reinforcement are for either reinforced cost -in -place to facilitate connections between the structure walls and storm sewer pipes. 12. Structures with depths over 14' are to be checked for floatation by designer of or precast concrete units except that precast circular units may be furnished project drainage. with walls in accordance with either A.S.T.M. C-478 (up to 96 diame r) Except when ACI hooks are specifically required, embedment hooks in the or A S.T.M. C-76, Class ---, B Wall, modified where the elliptical st CEW and bottom slabs may be replaced with straight embedments or periplibrol Units larger than specified standard may be substituted at the contractor's option area is placed in the center one-third of the wall. reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such 4. Top and floor slab thickness and reinforcement are for precast and cost I' Rebar Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger place construction. Top and floor slabs shall be of Class -- %tandard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the concrete Concrete as specified in A.S.T.M. C-478 (4000 psi) may be Engineer. This note applies to this Index only. used in lieu of Class - and Class -- concrete in precast items manuPctff1teel bars shall havbl' minimum cover unless otherwise shown. Horizontal in plants which are under the 'Standard Operating Procedures' for the steel in rectangular structures shall be lapped a minimum of 24 bar diamb4ersFor manhole and junction box tops, for frames and covers, and, for supplementary inspection of precast drainage products. at corners. details see Index No. 201. 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. 80' ROW M CA ROW 91)13 16' 14' 2' 81 1 3AN 1.33, 11, I 1 1 8- 2' SIDEWALK GREEN AREA PARKING THRU-LANE THRU-LANE PARKING MEDIAN CURB (TYP) FDOT TYPE A - 10:1 CURB (TYP) \-MINIMUM FDOT TYPE F \ CONC SIDEWALK (TYP) 11" FOOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL B-F.D.O.T. SECTION 334 MINIMUM 1-1/2 FDOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONCRETE BASE COURSE - TRAFFIC LEVEL B-F.D.O.T. SECTION 334 8" LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING RATIO (LBR) OF 100 AND COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). FOOT SECTION 200. DENSITY TEST SHALL BE PERFORMED EVERY 5,000 SQUARE FEET. 12" SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (LBR) OF 40 AND COMPACTED TO 987. F.D.O.T. SECTION 160. t23o*TYPICAL 80' RIGHT OF WAY SECTION MAINE ST N.T.S. 140' CONECTION TO EG Rotate# 4 Bars As Required To Maintain Cover CONECTION TO EG SLAB DESIGNS SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS 8" THICK REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE SLAB DEPT H SCHEDULE I SIZE: 3'-6"! UNLIMITED >0.5'< 29' B > 0. 5'- 40' B 29'-40' C SIZE: 4'-0"IUNLIMITED ZO.5'< 19 B kO.5 < 34 B 19'< 29' C 34'-40' C 29'-40' D SIZE: 5'! 5' ZO.5'< 3' C k 0. 5'< 3' C 3' < 19' B 3'< 19' B 19'< 28' C 19' < 28' C 38'-40' F 38'-40' F SIZE: VIC ZO.5'< 31 C ZO.5'< 3' C 3'< 16' B 3' < 20' B 16'< 24' C 20'< 29' C 24'< 34'_ D 29'-40' - D 34'-40' F SIZE: 5'! 7' ZO.5'< 3' C ZO.5'< 3' C 3'< 14' B 3'< 22' B 14'< 21' C 22'< 33' C 21'< 39' D 33'-40' D 39'-40' F SIZE: 5'! 8' ZO.5'< 3' C ZO.5'< 39' B 3'< 8' 6 39'-40' C 8'< 17' C 17'< 23' D �23-40 F SIZE: 5'! 9' >0.5'< 3' C kO.5'< 32' B 3'< 8' 6 32'-40' C 8' < 17' C 17'< 23' D 23 -40 F SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE SLA H DEPTB ]LE SCHEDULE SIZE: 6'! 6' > 0. 5'< 3' D > 0. 5'< 3' D 3'< 4' C 3'< 4' C 4'< 14' B 4'< 14' B 14'< 21' C 14'< 21' C 21'< 28' D 21'< 28' D 28'-40' F 28'-40' F SIZE: 6'! 7' kO.5 < 3 D kO.5 < 3 D 3'< 4- C 3'< 4' C 4'< 12' B 4'< 15' B 12'< 19' C 15'< 21' C 19'< 26' D 21'< 30' D 26'-40' F 30'-40' F SIZE: 6'! 8' k 0. 5'< 3' D k 0. 5'< 3 D 4'< 7' 6 4'< 16' 6 16'< 23' D 23'< 32' D 23'-40' F 32'-40' F SIZE: 6'! 9' k 0. 5'< 3' D k 0. 5'< 3' D 3'< 15' C 3'< 4' C 15'< 21' D 4'< 18' 6 21'< 27' E 18'< 27' - C 27'-40' G 27'< 37' D 37'-40' E SIZE: 717' k 0. 5'< 3' E k 0. 5'< 3' E 3'< 4' D 3'< 4' D 4'< 16' C 4'< 16' C 16'< 22' D 16'< 22' D 22'< 28' E 22'< 28' E 28'-40' G 28'-40' G SIZE: 718' k 0. 5'< 3' E k 0. 5'< 3' E 3'< 4' D 3'< 4' D 4'< 15' C 4'< 17' C 15'< 21' D 17'< 23' D 21'< _277 E 23'< 29' E 27'-40' G 29'-40' G SIZE: 7'19' kO.5'< 3' E kO.5'< 3' E 3'< 4' D 3' < 4' D 4'< 12' C 4'< 18' C 12'< 18' D 18'< 24' D 18'< 24' E 24'< 32' E 24'-40' G 32'-40' G GENERAL NOTES 1. Slab reinforcement is appropriate for top, Intermediate, and bottom slabs. 2. Slab depth is measured from finished grade to top of slab. 3. Wall design depth is measured to the top of the bottom slab for boxes and to the top of the intermediate slab for risers. 4. Wall height is the distance between top of lower slab to bottom of upper slat STRUCTURE BOTTOMS TYPE J AND P N.T.S. 60' REINFORCING SCHEDULE SCHEDULE GRADE 60 STEEL OR 65 KSI (WIRE FABRIC) in 2/ft A 0.20 B 0.24 0.37 0.53 ME 0.73 1.06 G G 1.45 CA ROW ROW 2' 81 12' 12 8. 2' 1 16, 1 PARKING THRU-LANE THRU-LANE PARKING SIDEWALK CURB (TYP) FDOT TYPE MINIMUM 1" FOOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL B-F.D.O.T. SECTION 334 GOING SIDEWALK (TYP) MINIMUM 1-1/2 FOOT TYPE SP-9.5 SUPERPAVE ASPHALTIC VARIABLE CONCRETE BASE COURSE - TRAFFIC LEVEL B-F.D.O.T. SECTION 334 8" LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING RATIO (LBR) OF 100 AND COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). FDOT SECTION 200. DENSITY TEST SHALL BE PERFORMED EVERY 5,000 SQUARE FEET. 12" SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (LBR) OF 40 AND COMPACTED TO 987. F.D.O.T. SECTION 160. t231`TYPICAL 60' RIGHT OF WAY SECTION RICHMOND ST N.T.S. ROW CA ROW 2' 30, 1.33' 4' 39.33' 4' 1.33' 30' 2' 10, 16, THRU-LANE THRU-LANE GREEN AREA SIDEWALK CONECTION TO EG CURB (TYP) FDOT TYPE F MEDIAN CURB (TYP) FDOT TYPE A MINIMUM 1" FDOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL B-F.D.O.T. SECTION 334 MINIMUM 1-1/2 FOOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONCRETE B SE COURSE - TRAFFIC LEVEL B-F.D.O.T. SECTION 334 OCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING RA TLIVE I I BR� OF 100 AND COMPACTED TO 98% OF THE MODIFIED PROCTOR 0 L XL D Y &W�Jp?.N 200. DENSITY TEST Y�A LJ ff.ST L � ENF&M� 12" SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (LBR) OF 40 AND COMPACTED TO 98%. F.D.O.T. SECTION 160. MEDIAN CURB(TYP) FOOT TYPE A WIDE BRICK BAND r -*"\ROUNDABOUT 140' RIGHT OF WAY SECTION 232 N.T.S. WIDE BRICK BAND CURB (TYP) FDOT TYPE F 23' SIDEWALK ROW 8. GREEN AREA MINIMUM 1" FDOT TYPE SP-9.5 SUPERPAVE ASPHALTIC GONG. FRICTION COURSE -TRAFFIC LVL B-F.D.O.T. SECTION 334 MINIMUM 1-1/2 FOOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONCRETE BASE COURSE - TRAFFIC LEVEL B-F.D.O.T. SECTION 334 8" LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING RATIO �LBRR OF 100 AND COMPAC,�.D TO 98% OF THE MODIFIED PROCTOR MAX. D Y ENSITY A 3. FDOT SECTION 200. DENSITY TEST SHALL BE PERFORMED SQUARE FEET. 12" SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (LBR) OF 40 AND COMPACTED TO 98X F.D.O.T. SECTION 160. SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE SLA DEPTB SCHEDULE - SIZE:H SIZE: 8'18' > 0.5'< 3' D Z 0.5'< 3' D 3'< 4' C 3'< 4' C 4'< 9' B 4'< 9' B 9'< 17' C 9 < 17 C 17'< 31' D 17'< 31' D 31'-40' G 31'-40' G SIZE: 8'19' k 0.5 < 3 D Z 0.5 < 3 E 3'< 4' C 3'< 4' D 4'< 16' B 4'< 18' C 16'< 22 C 1 -8< 25 D 22'< 29' D 25'< 32' F 29'-40' F 32'-40' G SIZE: 9'! 9' k 0.5'< 3' F Z 0.5'< 3' F 14'< 20' D 14'< 20' D 26'-40' G 26'-40' G WALL DESIGNS - RECTANGULAR STRUCTURE VERTICAL REINFORCING HORIZONTAL REINFORCIN( WALL DEPTH � SCHEDULE WALL DEPTH �SCHEDULE SIZE: 3'-6" > 1. 17'- 40' 1 A >1.17'-40' B I SIZE: 4'-0" k 1. 17'- 40, A k 1. 17'- 40' B SIZE: 5'-0" 1. 17'- 40' 1 A k1.17!< 331_5 1 33'-40' 1 C SIZE: 6'-0" 1. 17'- 40' 1 A k1.17< 22[ B 1 22'-40' - C SIZE: 7'-0" k 1. 17'- 40' 1 A I k1.17tc 15'1 B 15-< 25- - 1 C 25'-40' D SIZE: 8'-0" k 1. 17'- 40' A k1.171c 11' B 11 < 19' C 19'< 29' D 2-9-40 F SIZE: 9'-0" 1. 17'- 40' 1 A k1.17< li- I- C 1 . 1 15'< 22'1 D 1 1 22'-40' F SLAB DESIGNS ROUND STRUCTURES SLAB DEPTH SLAB THICKNESS REINFORCING 2 WAYS) SCHEDULE - SIZE: 3'-6" k0.5'-40' 8- C SIZE: 4'-0" ZO.5-40 a C SIZE: 5'-0" Z0.5'< 30, 8" C SIZE: 6'-0" 0.5'< 8' 8" B 8'< 1E* 8" C 18'< 3)' 8" D 30'< 3T' 8" E 37'-40' 8" G SIZE: 8'-0" k 0. 5'< 10" C 9'< 1 5' 10" D 15'< 10" 3' 10 E 23'< 3' 12" E 33'-40' 12" G SIZE: 10'-0" Z0.5'< 6' 10" C �6< 11 �10" D 11 < 1", 101, E 17'< 23' 12" E 23'-40' 12" G SIZE: 12'-0" k0.5, < 6' 12" C 6' < 11' 12" D 11 < 16 _12" E 16 -<2(F 14" E 20'-40' 14" G 70' ROW INV" 2' 12' CA 12' 8. 2- 8' 81 THRU-LANE THRU-LANE PARKING GREEN AREA SIDEWALK CONECTION TO POND CURB (TYP) FDOT TYPE F CURB (TYP) '-----FCDU OT TYPE 2' 60' CA THRU-LANE I THRU-LANE GONG SIDEWALK (TYP) MINIMUM 11" FDOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL B-F.D.O.T. SECTION 334 MINIMUM 1-1/2 FDOT TYPE SP-9.5 SUPERPAVE ASPHALTIC CONCRETE BASE COURSE - TRAFFIC LEVEL B-F.D.O.T. SECTIMFUlill-E 8" LIVEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING RATIO �UBR EENONFFg 100 AND COMPAC�D TO 98% OF THE MODIFIED PROCTOR M�tA& ST SHALL LaW�Jjl?.N 200. DENSITY TEST 12* SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING RATIO (LBR) OF 40 AND COMPACTED TO 98X F.D.O.T. SECTION 160. --*"\ROUNDABOUT 70' RIGHT OF WAY SECTION OCOEE BLVD K233 N.T.S. ROW 8. 2' 16, PARKING IT SIDEWALK CURB (TYP) FDOT TYPE F /2�34ROUNDABOUT 60' RIGHT OF WAY SECTION STREET B N.T.S. CONC SIDEWALK (TYP) VARIABLE HANDRAIL -/-TOP OF PIPE ELEVATION 120' CONTECH MULTI -PLATE PIPE ARCH 250 OF PIPE ELEVATION 109 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 I No. REVISIONS DATE BY PER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ BARQ, P.E. PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PAVING AND GRADING C9.1 DETAILS 2 Jan 10,2016 6:15pm M:\R-Z\VPAC\VPAC-02 COPYRIGHT (Z) 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING �RAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED, Center of West Orange\VPAC-02-001 Civil \CAD\FSP\Revision 1\C9.0 PAVING AND GRADING DErA gDUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. 20 s.f. 23 5.f. j Through Turn Preferential Lane Lane -Use Lane -Use Symbol Arrow Arrow 11 s.f. 12 s.f. 17 s.f. Right Turn Arrow To Be Reversed. NOTE, When arrow and pavement message are used together, the arrow shall be located down sfream of the pavement message and shall oe separated from the pavement message by a distance of 2S (Base of the arrow to the base of the message). Stop message shall be placed 25 from back of stop line. Said Yellow Edge Line CONTRAST MARKINGS &" T Solid White Edge Line or Lane line 6" 70 white Skip With Black Contrast, 10' White Skip With 10' Black Contrast and 20' wRh 30 Gaps tYv" Black Contrast Gaps 2 Sklp a' Gap Dotted Line (Turning 6v% Line) 10' Black Contrast ��i��i�•�i��•••��•��i 6" 6' Skip lO Gap Extension Of Edge Line{ _� 1 30' 30' 3D b" Q 9" 20' 7P 20' 20' 20' 70' T Through Cross -Over Area t0 10' 10 10 t0 try11' 10 i0 10 10 6„ IV 10 111 10, IV t0 10 70 10 10 n . 6" T Trra-Lane Passing Prohibited (Yellow) W �. 6 6' 6' 6' 6' 6' &' 6' 6' B 6' Solid White Channelling Line 1 Double Solid Yellow (Or White) 6 e" TB' 3' Skip 9' Gap Lane Drop Markings At Interstate Ramps Yield Ltnes 5-18' X 27" White triangles facing traffic equalty spaced with travel lane with 1 additional triangle 70 Skip 30' Gap Yellow Centeri/ne q gP 9' 9' g g' 9' g g g• g' 9' 9' 0 .l IB' using same spacing when a bike lane is present. 30' 30' " 30' " 30 6" t0 10 10, 10, 1aT • • • tt • • • • 6" & t2" g 3' T 27" LAST REVISION DESCRIPTION: Z FDOT DESIGN STANDARDS IN SHEET 01/07itz JZ p 2013 SPECIAL MARKING AREAS 17346 10 EG 114.15' 120.00' 1�� 10' MAINT. BERM 1�- 10 120.00' EG 115.69' FDOT SPECIAL MARKING AREAS INDEX 17346 N.T.S. 82' BOTTOM=114.00' NHWT = 104.00' 244 POND 1 SECTION 3 N.T.S. 10' MAINT. BERM 10 10' MAINT. BERM 120.00' -\ 2 1� = 117 78' �1 5 TOP OF POND 119.00' 10' MAINT. BERM Traffic Flow 6" White Edge Line, '�6' 30' f 6" Yellow (6'-70 Skip) — — Yellow Edge a Line Use Ye How Delineators On -1B Extension Sides Facing Cross -Over Median 4M 6' R Use Green Delineators On Sides Past Facing Away From Crass -over Radius Generally Top Of Post Should Be 4' Point Above The Edge Of Pavement Grade Begirt Extension At Radius Point y 6" Yellow Edge Line Traffic Flow ,�, B' White Edge line 6" White Sklp Edge of Travel Way Travel Way Edge Line Curb - Gutter z' Gutter PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS -OVER Applicable) Edge Line J Edge of Travel Way PLACEMENT OF EDGE LINES NOTE: Markings applied to median noses shall be yellow in color. 6" White Edge Line 6=White — 6" White „_- 6" White Sklp -.� 6, 6" Yellow Edge Line 6, 6" Yellow Edge Line Dellaeatpr Post -� 6 �- D/ —_ Grassed nWithtlOr Line 6° Yellow Edge tine Width Lane l�`—M ,/,/.White W houtdCurb Full Lane » _.../... la Full aOr B Width g Without g Delineator Post _ 6"White Line 6" Yellow Edge Line f„6' - 10 Skip -.,� — - — — — — 6" White Edge L,,!. — A3 4 6" Yellow Edge Line 6" White Edge Line See Detail T See Detail 0 s End At Badfus paved Paved c Point Road Road g PAVEMENT MARKINGS FOR INTERSECTIONS Be In,, WITH MAJOR AND MINOR ROADS int LAST 1a1 DEscRIPr1oN: INDEX SHEET FDOT DESIGN STANDARDS REVISION ot/ol/lo 4 2p73 SPECIAL MARKING AREAS NO. NO. 17346 2 120.00' EG 106.01' FDOT SPECIAL MARKING AREAS INDEX 17346 N.T.S. = 117 7R' 50 Min 24" White 75' Min 50 8' tF B V I j 6" Yellow Sklp 6" Yellow Solid 300' Max. Intervals Between Double Arrows For use in congested urban areas where available storage 6" White 6" Obi Yellow length between intersection is limited and a e marte t point of iransitian fram the two-way turning Pane to the SCHEME ONE Use Stop Bar exclusive turning lane can nat be determined. At Signalized Intersection Only Radius Point 10 10 2s B' B Iz 2s 6" Yellow 24" White 6" White &" Obl Yellow 1B' as - Min 75 For use in rural & suburban areas where an adequate 300 Max. Intervals Between Double Arrows storage lane length can be specifically determined. (WITH SINGLE LANE LEFT TURN CHANNELIZATION) SCHEME TWO TWO WAY LEFT TURN LANE 12' White For Crosswalk ?" White u Crosswalk 12' White For Crosswati TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS 72 White For Crosswalk LAST101 a DESCRIPTION: FDOT DESIGN STANDARDS REVISION 2 INDEX SHEET 2013 SPECIALMARKIING AREAS 17NO. 3 7/01/0 e DOT SPECIAL MARKING AREAS INDEX 17346 N.T.S. 1 \-119.00' BOTTOM=114.00' S NHWT = 104.00' 245 POND 1 SECTION 1 N.T.S. 920' BOTTOM=114.00' NHWT = 104.00' 246 POND 1 SECTION 2 - N.T.S. 1 �• EG 110.10' 2 �1 ��U1llNLr.1��G�11n1 ��QIJV��IIV�Jg �JVso 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. REVISIONS DATE BY PER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAI N E ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ BARQ, P.E. TOP OF POND J 119.00, EG 108.46' PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PAVING AND GRADING C9.2 DETAILS 3 COPYRIGHT QC 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. Jan 10,2016 — 6:15pm TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING \ \ \ Y 9 \ \ \ \ \ TH S DgRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED, M: R—Z VPAC VPAC-02 Cit Center of West Oran e VPAC-02-001 Civil CAD FSP Revision 1 C9.0 PAVING AND GRADING DE DUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. 5 J i LJ a 7 a L 7 a 7 i 7 > r L D n / n > L / L 7 a L > D D 1 lJ D I z L > / L n L 3 D L L T Li D I Z L z L I 20'-7" SPAN X 13'-2" RISE ' AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE MODULAR BLOCK OR ENDS OF THE STRUCTURE TO: KEYSTONE • ACHIEVEAN ADEQUATE HEADWALLWIDTH. HEADWALLNVINGWALL • MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING / LEVELING PAD INTERSECTION. • COMBINE THE ABOVE WITH A WINGWALL ONE FULL BLOCK LENGTH INTERSECTION AS REQUIRED. MIN. EXTEND TO THE OUTSIDE EDGE OF FOOTING -dDTNN��TTFF TO OUT OF FOOTING IS A CRITICAL DIMENSION. SEE PLAN VIEW. UNRERFORCED COWL LEVELING V-O" MIN. NATIVE SOIL OR LOW PERMEABLE SOIL TO MINIMIZED SURFACE WATER INFILTRATION. DRAINAGE DITCH CAP UNIT (SEE DETAIL BELOW) VERTICAL SETTLEMENT JOINT. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAD. CURVED FASCIA ANGLE OR FLANGE PLATE CAN BE USED TO AID IN HAND PLACING GROUT TO CLOSE GAPS REINFORCED CONCRETE FOOTING ENS TENSAR GEOGRIDS �(AS RED D BY DESIGN) ,Vhf ILL_ SOIL BACK DRAINAGE - -"-(AS REQ'D) 1'-0" MIN. AGGREGATE DRAINAGE FILL BEHIND UNIT (SEE PIPE ZONE SEPARATION DETAIL) ,,_SUBDRAIN DESIGN DATA SCOUR DEPTH AND � D / AS REDID) PROTECTION (AS RE#] D Y DESIGN LOADING: D�SIG GEODarEWL NE TH BRIDGE UNITS: ################i### (vnelEswlTH wn�L HEICHn- UN REINFORCED CONCRETE LEVELING PAD 7WALLTTERS)ee- UNREINFORCED u EONE HEADWALLS: WINGWALLS: #####f#i######### CROSS DESIGN FILL HEIGHT: ##tk############### N FROM TOP OF CROWN TO TOP OF PAVEMENT. DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION PLATE MAKE-UP: ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE: ## ASSUMED GROSS ALLOWABLE SOIL BEARING PRESSURE: Ikkk######## TOP PUS: 2 @ 21 PI, 3 @ 24P1 IMPERMEABLE LINING CORNER PL'S: 1 @ 15PI 3r 0ir (A" CONCRETE OR ASPHALT) 'AT THE TIME OF DESIGN, A GEOTECHNICAL REPORT FOR THE PROJECT SITE WAS BOTTOM PL'S: 3 @ 21 PI NOT AVAILABLE, IT IS THE PROJECT ENGINEER'S, OWNER'S AND/OR THE TOTAL PL'S: 2 @ 15PI, 5 @ 21 PI, 3 @ 24PI REQUIRED TO DIVERT RUNOFF FROM CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE ACTUAL SITE CONDITIONS AT FLOWING OVER FACE OF WALL, AND THE TIME OF CONSTRUCTION ARE CONSISTENT WITH THE ASSUMED ALLOWABLE DIVERT WATER AWAY FROM BACK OF SOIL BEARING PRESSURE WITH A GEOTECHNICAL INVESTIGATION FROM A QUALIFIED APPROX AREA = 214 SO. FT. WALL AREA - ALSO REQUIRED FOR GEOTECHNICAL ENGINEER. STRUCTURE 207 PI DES SAFETY CONSIDERATIONS. MATERIALS ALL DIMENSIONS ARE TO INSIDE CORRUGATION CRESTS, UNLESS OTHERWISE PRECAST UNITS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH CON/SPAN® SPECIFICATIONS, CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM NOTED. COMPRESSIVE STRENGTH OF 4000 PSI. REINFORCING STEEL FOR FOOTINGS SHALL ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. CONFORM TO ASTM A615 OR A996-GRADE 60. "B" IS THE MEASUREMENT FROM THE INVERT TO THE TOP OF THE CORNER PLATE. CON TECH MULTI -PLATE PIPE ARCH PIPE DETAILS N.T.S. SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CONTECH® MULTI -PLATE PIPE ARCH I - GENERAL II - MULTI -PLATE PIPE ARCH. 1.0 STANDARDS AND DEFINITIONS 1.0 gw" 1.1 STANDARDS - All standards refer to latest edition unless otherwise 1 A Manufacturer shall fabricate the Multi -Plate Pipe Arch ( XXXPI ) CULVERT as COBBLES WELL GRr noted. shown on the 3 q plans. Fabrication shall conform to the requirements of ASTM A-761 and shall 1 A.1 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for consist of plates, fasteners, and appurtenant items. Field -Bolted Pipe, Pipe -Arches and Arches' 90 (AASHTO Designation M-167). Plate thickness, end treatment and type of invert and foundation shall be as 80 indicated on the plans. All manufacturing procees including corrugating, punching, 1.1.2 AASHTO Standard Specification for Highway Bridges - Section 12. curving and required galvanizing shall be performedsswithin the United States of m �o - America. 3 1.1.3 AASHTO Standard Specification for Highway Bridges -Section 26. 60 1.2 The con shall verify all field dimensions and conditions prior to orderingmat so - L2 DEFINITIONS ntractor s. a L2.1 Owner- In these specifications the word "Owner" shall mean 2.0 DIME 40 CITY CENTER WEST ORANGE, LLC 30 2.1 The proposed structure shall be a pipe arch CULVERT with the following a 20 , 1.2.2 Engineer - In these specifications the word "Engineer" shall dimensions: mean the Engineer of Record or Owner's designated engineering 10 -- representative. Span: 20'-7" Rise: 13'-2" Gage: 10 o 1.2.3 Manufacturer - In these specifications the word "Manufacturer" 100.00 10,00 shall mean CONTECH Construction Products Inc. 800-338-1122 2.2 All plan dimensions on the contract drawings are measured in a true horizontal JOSEPH ALLEN plan unless otherwise noted. 1.2.4 Contractor - In these specifications the word "Contractor" shall 3.0 ASSEMBLY AND INSTALLATION mean the firm or corporation undertaking the execution of any installation work under the terms of these specifications. 3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The structure shall be assembled in accordance with the plate layout drawings provided by the 1.2.5 Approved - In these specifications the word approved shall refer to the approval of the Engineer or his designated manufacturer and per the manufacturer's recommendations. representative. Bolts shall be tightened using an applied torque of between 100 and 300 ft: Ibs. 1.2.6 As Directed - In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner 3.2 The structure shall be installed in accordance with the plans and specifications, the manufacturer's recommendations, and AASHTO Standard Specification for or his designated representative. Highway Bridges - Section 26. 2.0 GENERAI CONDITIONS 3.3 Trench excavation shall be made in embankment material that is structurally 2.1 The Contractor shall furnish all Tabor, material and equipment and adequate.The trench width shall be shown on the plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed perform all work and services except those set out and furnished by the Owner, by the Engineer. necessary to complete in a satisfactory manner the site preparation, 3.4 Bedding preparation is critical to both structure performance and service life. The excavation, filling, compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and bed should be constructed to uniform line and grade to avoid distortions that may create undesirable stresses in the structure and/or rapid deterioration of the roadway. grading, grubbing, stripping, removal of existing material unless otherwise The bed should be free of rock formations, protruding stones, frozen lumps, roots, and stated, preparation of the land to be filled, filling of the land, spreading other foreign matter that may cause unequal settlement. and compaction of the fill, and all subsidiary work necessary to complete the grading of the cut and fill areas to conform with the lines, grades, 35 Bedding shall provide a minimum of 4,000 psf bearing capacity. Foundation details for bearing capacity less than 4,000.lost shall be approved by the Engineer. slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 3.6 The structure shall be assembled in accordance with the Manufacturer's instructions. All plates shall be unloading and handled with reasonable care. Plates shall not be GROUP CLASSIFICATION A-t A-2 A-3' Sieve Analysis Percent Passing No 10(2.000 mm) No 40 N.425 mm) 50 max 51 max N 200 (0.075 m) 25 max 35 max 10 max Ch acte sics of Fracton Passing No 40()425 mm) LgFMLmits - 40 max Plasticity Index 6 M. 10 max Non Plastic Ual sual Matens Stone Fragment, Gravel or Sand Gravel d Sand With S It or clay Sand Adapted fromAASHTO M-145 * Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles and typically classified by AASHTO M-145 as A-3 material should be avoided. 2.2 Prior to bidding the work, the Contractor shall examine, investigate and i the construction site as to the nature and location of the work, No or dragged over gravel rock and shall be prevented from striking rock or other hard objects during placement in trench or on bedding. ndpect the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles When assembled on a cast in place spread footing, the structure shall be assembled in the footing starting at the upstream end. When assembled on a full invert or on flexible footing the invert or footing pad shall be starting at the downstream to be encountered on and around the construction site and shall make pads, placed end. The structure shell shall be assembled on the invert or footing pad starting at the such additional investigation as he may deem necessary for the planning and proper execution of the work. inlet end. Circumferential seams shall be installed with the plate laps shingled downstream as viewed from the inside of the structure. If conditions other than those indicated are discovered b, the Contractor, the Owner shall be notified immediately. The material which the The structure shall be backfilled using clean well graded granular material that meets the requirements of AASHTO M-145 for soil classifications A-1, A-2 or A-3. Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate the condition. Backfill must be placed syymmetrically on each side of the structure in 6 to 8 inch loose lifts. Each lift be to minimum 90 density 2.3 The construction shall be performed under the direction of the Engineer. shall compacted a of percent per AASHTO T-180 2.4 All aspects of the structure design and site layout including foundations, 3.7 backfill, end treatments and necessary scour consideration shall be Construction loads that exceed highway load limits are not allowed to cross the performed by the Engineer. structure without approval from the Engineer. Any installation guidance provided herein shall be endorsed by the Normal highway traffic is not allowed to cross the structure until the structure has been Engineer or superceded by the Engineers plans and specifications. backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting shall be as directed by the Engineer. %S�CONTECH MULTI -PLATE PIPE ARCH PIPE DETAILS I N.T.S. COMPACTED NORMAL SEE NOTE #4 MINIMUM LIMITS OF SEE NOTE #4 MINIMUM LIMITS OF ROADFILL VICOMPACTED SELECTED GRANULARV COMPACTED NORMAL BAC KF I LlIlORMAL ROADFI LL ABOVE ROAD F11-L /-MIN. COVER LEVEL W .. i J OW ,. UW ,, C.0 of WJ :. �MP Z J ~ = Oz U 0 _`• PIPE ARCH ,,, O W W W J W U Q SPAN g Iz u O J Z NATURAL UNDISTURBED EMBANKMENT i UNCOMPACTED BEDDING BLANKET SEE NOTE #5 FL E TI N CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY ADDITIONAL BACKFILL NOTES: SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT AND (D-4 OR SMALLER) DRAWN EQUIPMENT. COMPACTION ARE KEY ACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS AND 1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS 6"-8LOOSE " FOREIGN MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO ( CREATE VOIDS. TYPICALLY AND COMPACTED BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT TO 90 PERCENT DENSITY PER AASHTO T-99. MEETS THE REQUIREMENTS OF AASHTO M-145 FOR SOIL CLASSIFICATIONS BAKILMUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE 2. COMPLETE AND REGULAR MONITORING OF THE PIPE ARCH IS NECESSARY DURING ALL BACKFUFL ILLING STRUCTURE IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A STEPS. MINIMUM OF 90 % DENSITY PER AASHTO T-99. 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS AND EQUIPMENT. SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. O TRENCH WIDTH AND / OR SELECT FILL ENVELOPE WIDTH SHALL BE BY DIRECTION OF THE ENGINEER DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER OF RECORD. A TYPICAL WIDTH OF 4 FEET IS SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE ) DEPICTED, BUT GREATER OR LESSER DISTANCE MAY BE REQUIRED DEPENDING UPON CROWN AND TO THE FINISHED GRADE. SITE -SPECIFIC CONDITIONS. THIS WIDTH DEPENDS ON FACTORS SUCH AS THE LATERAL PRESSURES EXERTED BY THE STRUCTURE ONTO THE ADJACENT SOIL FOR THE GIVEN LOADING CONDITIONS, THE STRUCTURE SHAPE, THE QUALITY OF THE SELECT FILL MATERIAL AND THE STRENGTH OF THE IN SITU EMBANKMENT / TRENCH MATERIAL. THESE FACTORS MUST BE EVALUATED BY THE PROJECT ENGINEER FOR EACH SPECIFIC SITUATION. 5. SHAPED BED FOR A MINIMUM WIDTH OF SPAN/2. MINIMUM BEDDING THICKNESS IS 6 INCHES.. �gCONTECH MULTI -PLATE PIPE ARCH PIPE DETAILS N.T.S. 0 n m Grout When Box Prel F Min. Clearance Between Obstr( And Flow Line Of Outlet Carrier SECTION LONGITUDINAL TO CARRIER PIPE (Nonpressure Or Nonfluid Carrier Installations) No Joints Allowed Within Structure UTILITY CONFLICT CONDITION I Carrier Casing: The Casing Shall Be Rated To The Greatest Pressure Of Either The Carrier That's Called For By Design Or Thats Required By Construction. The Casing May Be Steel, Cast Iron, Ductile Iran Or Plastic. The Casing Can Be Seamless Or Sealed Half Sleeves. Annular Space Plug/Seal Option: Flowable Fill Or Neoprene Flexible Seal See Note No. 3 IN Min. Clearance Between Obstruction And Flow Line Of Outlet Pipe 7 For Structure Type See Plan A Grout Carrier Carrier Spacer Or Cradle (Cradle Option Shown) SECTION LONGITUDINAL TO CARRIER PIPE (Pressure Or Fluid Carrier Installations) UTILITY CONFLICT CONDITION II NOTES FOR UTILITY CONFLICT PiPE 1. These details are for construction field expediency to resolve utility conflicts that cannot be remedied by relocation. For conflicts determined during design, use the construction shop drawings for structure details. 2. Concrete used in conflict structures shall be as specified in ASTM C478. 4000 psi may be used in lieu of Class I concrete. 3. Maximum opening for pipe shall be the pipe OD plus 6". Mortar used to seal the pipe into the opening will be of such mix that shrinkage will not cause leakage into or out of the structure. 4. if the conflict structure is round or there are multiple inlet or outlet pipes, then the wall section should be reviewed for strength. 5. If during construction or the plans design process it is determined that a potable water supply line must pass though a storm drain structure, it must be in compliance with Chapter 62-555.314 (3) F.A.C. and shown on the design or construction plans and submitted to the Florida Department of Environmental Protection (FDEP) Administrator For Drinking Water in the respective FDEP District for review and comment. This index and rule citation provide accepted methods for addressing conflicts when and where they cannot be reasonably avoided. To be submitted along with the plans shall be a justification describing inordinate cost and the impracticality of avoidance. if identified, properly justified, and accomplished in accordance with this index, approval is granted. Upon request, the Utility Agency Owner IUAO) must provide support data on the cost of relocation or adjustment to the FOOT for submittal to the FDEP. See the following web site for District FDEP Drinking Water Contacts: www.dep.state.fl.us/water/drinkingwater/index.htm and click on "OrganizatioN' on the menu to the right. SECTION BB Allow 2 Feet Minimum Clearance On One Side Of Utility For Maintenance Purposes And No Less Than 1 Foot Clearance On The Other Side DESIGNER'S NOTE "Sumped" Conflict Manholes Shall Not Be Used Unless The System Is Hydraulically Designed To Account For The Headloss Generated If The Sump Is Completely Blocked UTILITY CONFLICT PIPES THRU STORM DRAIN STRUCTURES SECTION AA ILAST zo DESCRIPTION: INDEX SHEET REVISION �, 2016 NO. NO. 07101109IW IFD DESIGN STANDARDS I MISCELLANEOUS UTILITY DETAILS 307 I 2 of 3 IN[ (5EE 1 GR 253 FDOT CONFLICT BOX INDEX No 307 N.T.S. (SEE NOTE 4) STORMGATE VAULT - PLAN VIEW 1 1 24" C FRAME 'MGATE ADJUSTABLE (5EE DETAIL 112) STORMGATE VAULT - SECTION VIEW (A� 1 02006 CONTECH Stormwater Solutions A�ITCAIJ® STORMGATE VAULT HIGH FLOW BYPASS DRAWING STORMWATER PLAN AND SECTION VIEWS 1 SOLUTIONS STANDARD DETAIL 1/2 contechstormwater.com DATE: XX/XXlXX SCALE: NONE FILE NAME: FILENAME DRAWN: XXX CHECKED: XXX GENERAL NOTES 1) 5TORMGATE BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4GG7; 5CAR50ROUGH, ME (877) 907-8G7G; ELKRIDGE, MD (8GG) 740-33 8. 2) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C657 AND C858. DETAIL DRAWING REELECTS DE51GN INTENT ONLY, LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION, PLEASE CONTACT CONTECH 5TORMWATER 50LUTION5 TO DETERMINE VAULT 51ZING AND AVAILABILITY. ACTUAL DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING, 3) STRUCTURE AND ACCE55 COVER5 TO MEET AASHTO H-20 LOAD RATING. 4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMGATE VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 5) CONTRACTOR TO ADJUST WEIR TO DE51GN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 PT-LB5 TORQUE WHEN TIGHTENING SCREWS ON WEIR FRAME, SEAL WEIR TO FRAME WITH RTV 51LICONE SEALANT AFTER FINAL ADJUSTMENT, B 0 0 0 0 2 SET SCREWS (TYP) (SEE NOTE 5) WEIR DETAIL - PLAN VIEW 1 2 WEIR DETAIL -SECTION VIEW rB 2 WEIR FRAME ADJUSTABLE WEIR PLATE (SEE NOTE 5) EMBEDMENT ANCHORS (TYP) 5TORMGATE VAULT DATA 5TRUCTUREID XXX WATER QUALITY FLOW RATE (cfs) X.XX PEAK FLOW RATE, Q eak (cfs) X.XX VAULT LENGTH XX' VAULT WIDTH XX' RIM ELEVATION XXX.XX' PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE # I XXX.XX' XXX XX" INLET PIPE #2 XXX.XX' XXX XX" WATER QUALITY FLOW OUTLET PIPE XXX.XX' XXX XX" PEAK FLOW OUTLET PIPE XXX.XX' XXX XX" ORIFICE TYPE (PIPE, CAP, PLATE) XXXXX ORIFICE DIAMETER (in) XX" WEIR CREST ELEVATION XXX.XX' WEIR WALL ELEVATION XXX.XX' HEAD OVER WEIR, H (ft) X.XX' W5E at Q eak XXX.XX' FLOOR ELEVATION XXX.XX' NOTES/SPECIAL REQUIREMENTS: 24" C FRAME AND COVER (STD) STORMGATE VAULT- TOP VIEW �92©2006 CONTECH Stormwater Solutions A�ITCAIJ® STORMGATE VAULT HIGH FLOW BYPASS DRAWING STORMWATER TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 �-- SOLUTIONSi STANDARD DETAIL 2/2 contechstormwater.com DATE: XX/XX/XX SCALE: NONE FILE NAME: FILENAME DRAWN:XXX CHECKED-XXX r2l21 o STORM GATE VAULTS 0 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. REVISIONS DATE BY PER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAI N E ST OCOEE, FL ORANGE COUNTY, FLORIDA PE #49024 Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. PAVING AND GRADING C9.3 DETAILS 4 COPYRIGHT © 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. 1 c OPTIONAL POST POSITInnIc SECTION POST SOPTTONS: 2" X 4" 2 1/2 MIN. DIA. WOOD; STEEL I 1.33 LBS/FT. MIN.) 6' MAX. 00 Z 0 ELEVATION PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) FILTER FABRIC F FLOW FA J FILTER FABRIC (SILT FENCE �Z�1`►��L'iiI�IC�P►E�t1��C�I[�C�3 \ LOOSE SOIL PLACED BY SHOVEL AND "LIGHTLY COMPACTED ALONG UPSTREAM FACE OF SYNTHETIC BALES. OSYNTHETIC BALES BACKED BY FENCE •� 1 SILT FLOW MIN.2 STAKES PER SYNTHETIC BALE, 2"x2" STAKES 1 1/2' TO 2' WIRE TIE IN GROUND SYNTHETIC BALE TIES SECURELY BOUND SYNTHETIC BALES REQUIRED FOR DURABILITY ANCHORING SYNTHETIC BALES ° LOOSE SOIL PLACED BY HOVEL AND LIGHTLY COMPACTED ALONG THE ° UPSTREAM EDGE OF SYNTHETIC BALES ° FLOW i\ ° PLAN ELEVATION I3I13ARRIERS FOR SLOPES .1 "111t �o.IAI • ,tt I I I � I LOCATE FECE I� I MIINIMUMSILT OF 25NF ET FROM I i WETLAND/FLOOD LINE I I I I as I I • I CONSTRUCTION ENTRANCES I (PROTECTED BY CRUSHED CONCRETE -ADDITIONAL MEASURES WILL BE TAKEN BY THE CONTRACTOR IF E I I I REQUIRED) MAINE STREET 4 \o «,. 04 • CONSTRUCTION ENTRANCES L •" I (PROTECTED BY CRUSHED I " ,. ,. • «` * \'I 1 CONCRETE -ADDITIONAL I i • •°' MEASURES WILL BE TAKEN ;, • •- • BY THE CONTRACTOR IF 1 I REQUIRED) I 5 z., s „ -- - -- -- -- - -- - - _ --_ I E MAINE STREET - • -- •. -«- -. J:�" <.r• , STORAGE • - '01! a DUMPSTER SHED •' ,.� «s , •� •"'.� ••4«. s •a • • tw I s * « FUEL ' �. • •" �^ i '««•- •• « �' •� `A pp D PAN �! « i « ,..• • .► - •. «- •- ' ., .. �. w • • « • « l • « f y ISTURBED AREA � : ,�g ,u • w • RT 0 LET • RE -DEVELOPMENT = I a .•: « ' ' .• '� +.• «_ • • M ` ,., ,•`• • 6,64" •fr ,. •� •r ��- u, `. IILLT-FENCE �a «,. i' r,. • �.. xS` s s4, s'*, • MINIMUM OF 25-FEET FROM FICOMPLETED INLET & GUTTER & GUTTER ANCHOR SYNTHETIC BALES WITH 2- 2" X 2" X 4' STAKES PER BALE. POLLUTION CONTROL NOTES ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF _ I► I i i l I► i_ CONSTRUCTION. DITCH _ ® _ DITCH 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO i i i I i i i i ► - AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERMITS. ODITCH BOTTOM INLET 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR INLET GRADE AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE ILTER FABRIC APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. INLET STRUCTURE 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4❑PARTIAL INLET DEROSION CONTROL SOCK 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES • «`v • • +« «. •" •�, «. •� &• WETLAND LINE - s • « • •, ,,..,. •,;�. ..r' •_,-,' R' Imo,. •,.•<•,.., •... ,.,. •.. /.. �� ,..'�.. •��' ENE M1 r, ... .. .- -- f- 3 m - "\ \ . �• ., • :tom i �1 100•' i I- ,r A�. % . .R • • i I� I �"\�' tea- • .:• .• ., �w `• • �• 1" ' s I! I I Dui �� • :; � 40 I li I li I ' L I t • �- •��.. � wok t � I) I • y • • i I „ I CONTRACTOR SHALL PROTECTALLT EES AROUND THE a I PERIMETER OF WORK AREA � �� 7 � •'r,, I + m ,. �A I NO TREES EQUAL TO OR GREAT(R THAN 40-INCH CALIPER , I i i WERE IDENTIFIED ON SURV,FY: CONTRACTOR SHALL FIELD �. I ► I I VERIFY AND PROTECT TREES" 40-INCHES OR LARGER IN I i I W I CALIPER I iig ALL IMPROVEMENTS SHOWN HEREON WERE OBTAINED FROM DEVELOPER DRAWINGS (AND WERE NOT CONSTRUCTED AT TIME OF I i i SITE DESIGN. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR I { I TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXISTi �r a HARD SURFACE PUBLIC ROAD 50, rr r 6" MIN. N.S.A. R-2(15'-3.5") COARSE AGGREGATE NOTE: FC = 3000 P.S.I. (28 DAYS) GEOTEXTILE UNDERLINER 1 CRUSHED STONE CONSTRUCTION EXIT N TS TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AREA (AC) 1,540,467 1,540,467 0 0 1,540,467 35.36 35.36 0 0 35.36 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF HAY BARRIERS. 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR HAY BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER". 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. 18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. 19. NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT FLUSHING, ETC SHALL BE DISCHARGED TO EXISTING UNDERGROUND STORMWATER FACILITY OR ON SITE *IMPERVIOUS +PERVIOUS DISTURBED RETENTION POND. Stormwater Pollution Prevention Plan Inspection Report Form P P 20. ANY POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE WILL BE LIMITED AND KEPT IN ORIGINAL CONTAINER WITH MSDS LABEL. Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater. 21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT DEPOSITED ON Project PUBLIC ROADWAYS SHALL BE REMOVED BY THE END OF THE WORK DAY. Name: CITY CENTER_W_ EST ORANGE _PARCELS 2, 3, AND 4 _ _Y FDEP NPDES Stormwater Identification Number: FLR10 __ RAIN TYPE DATE LOCATION DATA OF CONTROL INSTALLED CURRENT CONDITION CORRECTIVE ACTION Condition Code: G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C Needs to be cleaned 0 = Other Control Tvoe Codes Silt Fence Condition Code: G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C Needs to be cleaned 0 = Other Control Tvoe Codes Silt Fence 10. Storm drain inlet protection 19. Reinforcedsoil retaining system 2. Earth dikes 11. Vegetative buffer strip 3. Structural diversion 12. Vegetative preservation area 20. Gabion 4. Swale 13. Retention Pond 21. SedimentBasin Sediment Trap 14. Construction entrance stabilization 22. Temp rary seed sod Check dam 23. Permanent seed sod Subsurface drain 15. Perimeter ditch 24. Mulch Pie sloe drain 16. Curb and gutter 25. Hay Bales Levels readers 17. Paved road surface 6. Geotextile 18. Rock outlet protection7A7. Rio -rap 28. Tree protection 1. W s e is s houseke eDina 33. Sand Ba 29. Detention pond p2, Dam 34. Other 30. Retention and Inspector Information: Name Date Qu alification The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities if there are not any incidents of non-compliance identified above. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name (Responsible Authority) Date NOTE: THIS EXAMPLE INSPECTION LOG IS GIVEN FOR REFERENCE PURPOSES. THIS OR A SIMILAR FORM IS REQUIRED PER NOTE 16. CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT IMPLEMENT ANY PART OF THE EROSION/POLLUTION CONTROL MEASURES REQUIRED BY THE NPDES PERMIT SHALL SIGN BELOW - "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared thereunder." Name Title Company Name, Address & phone number Date IICIIIEER S CERTIFIC,\1ON "I certify under penalty of law that this document and all attachments were prepared under m direction or supervision in accordance with a system designed to assure that Y P Y 9 qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." MOMTAZ BARQ P.E. # 49024 Date OVIIIER/AGEPIT CERTIFICATIONS: I HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE REQUIREMENTS SHOWN HEREON. OWNER/AUTHORIZED REPRESENTATIVE Date Eaan imiiiar- imo VIELn7Wln1-C1V[1Lr.K EHOKEIEmag mc. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 N. NOTE: BARRIER MUST BE ERECTED PRIOR TO CONSTRUCTION SPECIFICATIONS FOR WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED IS ENTIRE DRIPLINE 2. MINIMUM 3' IN HEIGHT 3. UPRIGHTS- THE EQUIVALENT OF 2%4" LUMBER ON 6' MINIMUM CENTERS 4. HORIZONTAL- THE EQUIVALENT OF TWO COURSES OF 1/2" ROPING WITH YELLOW PLASTIC TAPE FLAGGING 5. BARRIERS TO BE ERECTED AROUND TREES TO REMAIN BEFORE CONSTRUCTION OR NEARBY TREES ARE REMOVED 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA ago TREE BARRIER No. REVISIONS DATE BY PER COMMENTS B Al C CO S 10/29/2015 MM DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL MOMTAZ BARQ, P.E. SM.E•1 i Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. EROSION C10.0 CONTROL-SWPPP Mar 01,2016 - 5106pm M,\R-Z\VPAC\VPAC-02 City Center of West ❑range\VPAC-02-001 Clvll\CAD\FSP\Revlslon 1\C10 EROSION-SEDIMENT,dwg COPYRIGHT © 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. C I i I I I I I i I I I I I I I I I W' �\ •' �� ' is .• � . • � \ as — ''� \'� •• ' , 3 ..t i a� _,,\ ,per � .. ..4 .....�� . :�• i .i � A .. i �♦ I II�z 11 A%%///�m 5 SWPPP i EROSION CONTROL PLAN J y PROJECT NAME: CITY CENTER WEST ORANGE PROJECT: 0455-2015 FDEP PERMIT: TBD SJRWMD APP: TBD SITE AREA DISTURBED: 35.36 ACRES SITE LOCATION: S 20, T 22, R 28, ORANGE COUNTY, FL J SITE PLAN 1. DRAINAGE PATTERNS (FLOW LINES): SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET EC-1 D 2. SLOPES: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET EC-1 y Ow.1:1A_1116301:10*111F<:110110.1116111919 116301.1 Qa :4amto] :1k1Ti%t1a Ili]4111111111111 If] ►IV:1:0/:4►11161►11W.1►I�41:IMI1x4 n II LOCATION AND DETAILS OF BMPS : SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET EC-1 L (STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) SILT FENCES OR TURBIDITY BARRIERS NON STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) ALUM SYSTEMS OR POLYACRYLAMIDE) 4. LOCATION OF WETLANDS AND SURFACE WATERS: SEE STORMWATER POLLUTION PREVENTION PLAN (EC-1) a 5. LOCATION (LATITUDE AND LONGITUDE) OF OUTFALL(S) TO CITY STORMSEWER, OR SURFACE WATER: NO OUTFALL STRUCTURES ARE PROPOSED. PROPOSED SITE ACTIVITIES ARE LIMITED TO CLEARING AND GRUBBING ONLY. OTHER INFORMATION LOCATION (ADDRESS): MAINE STREET, OCOEE, FLORIDA J DESCRIPTION OF CONSTRUCTION ACTIVITIES: CLEARING AND GRUBBING OF RIGHT OF WAYS - BRUSH HOG TOTAL SITE, CLEAR FALLEN DEBRIS AND LIMB -UP THE REMAINING TREES = CONSTRUCTION SEQUENCE: EROSION PROTECTION INSTALLATION; CLEARING AND GRUBBING SOIL TYPES: TAVARES-MILLHOPPER FINE SANDS, TAVARES FINE SAND DEWATERING METHODS AND LOCATIONS: ON SITE DEWATERING WILL NOT BE REQUIRED BY CONTRACTOR BMPS (DESCRIPTION): A SINGLE ROW OF SILT FENCE IS TO BE PLACED ON THE PROPERTY BOUNDARY WITH AN ADDITIONAL ROW WHEN ADJACENT TO THE WETLAND. SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET EC-1) n PERMANENT STABILIZATION (DESCRIPTION): PERMANENT STABILIZATION ( SEEDING AND MULCHING) TO BE ADDED AT THE COMPLETION OF FINAL GRADING. OPEN LAND IS TO STABILIZED BEFORE THE REMOVAL OF THE SILT FENCE D PERMANENT STORMWATER MANAGEMENT CONTROL (DESCRIPTION): GRADING IS PROPOSED. STORMWATER RUNOFF SHALL FOLLOW NATURAL FLOW PATHS POTENTIAL POLLUTANTS DURING CONSTRUCTION: SITE GRADING IS PROPOSED. STORMWATER RUNOFF TO FOLLOW NATURAL FLOW PATHS INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED BY THE CONTRACTOR FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNTS. ADDITIONAL NOTES: CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE AND LOCAL STANDARDS. J J SOILS LEGEND SYMBOL NAME ® TAVARES-MILLHOPPER FINE SANDS, 0 TO 5 PERCENT SLOPES 0 IMMOKALEE FINE SAND 41 SAMSLILA-HONTOON-BASINGER ASSOCIATION, DEPRESSIONAL 44 SMYRNA FINE SAND ® TAVARES-MILLHOPPER FINE SANDS, 0 TO 5 PERCENT SLOPES 46 TAVARES FINE SAND, 0 TO 5 PERCENT SLOPES 99 WATER Imm imiiimlmr--•imo 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO FLORIDA 32835 TEL: (407) 578-2763 FAX: (407) 578-2953 No. REVISIONS DATE BY Al PER CNTY COMMENTS 10/29/2015 MMB DRAWN CHECKED DATE JOB NO. SCALE AS SHOWN PROJECT TITLE CITY CENTER OF WEST ORANGE 251, 362 MAINE ST OCOEE, FL ORANGE COUNTY, FLORIDA SEAL. MOMTAZ BARQ, P.E. Terra -Max Engineering COA #26002 DRAWING TITLE DRAWING NO. EROSION C10.1 CONTROL-SWPPP DETAILS COPYRIGHT QC 2014. ALL IDEAS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TERR-AMAX ENGINEERING, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE WITH THE SPECIFIED PROJECT. TERRA -MAX ENGINEERING, INC. RESERVES COPYRIGHTS AND OTHER RIGHTS RESTRICTING THIS DRAWING TO THE ORIGINAL PROJECT OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF TERRA -MAX ENGINEERING INC. Mar 01,2016 - 5105pm M1\R-Z\VPAC\VPAC-02 City Center of West ❑range\VPAC-02-001 Clvll\CAD\FSP\Revlslon 1\C10 EROSION-SEDIMENT,dwg 3 ( 1 B 1 KE RACKS D-1 II SA - p I Q I o � � C Ll S SSA I S 7 I D-1 TREE WELL SA I 5 I I �) c S I I 16 1 A 5RIGK 5 4 CRO55WNALK D-1 D-1 DECORATIVE POTS BENCH LOCATIONS JSA SA \ f I s TRASH RECEPTACLE 5 4 BRICK D-1 D-1 GROSSW?LK 3 BIKE RACKS D-1 RETRACTABLE 6 BOLLARDS �-1 —DECORATIVE POTS SA SA .. U 8 A S 2 SA 2 � y PORTE-COC ERE SC S SC SC f S x SC SA RES. ai w W. M.�S 30' 53' 24' 24' 5 64'-6" 30' GENER. DOM' w. M.'s HBO w w o 307 SF � 500 SF FIRE 398 SF � o w LOBBY N PUMP - LL GXGGE „ HOTEL S Of 1,102 SF w DOM. PUMP v) _ BENCH LOCATIONS _ R19 SF EM. Lu RETAIL c� BRICK °O 294 SF W TRASH ELEC. � N RETAIL RETAIL RECEPTACLE 416 SF W 5,361 SF w E E.V BIR GROSSW,4LK D-1 D-1 \ ELEC. Ur RAP, O 361 SF uj 3,870 SF 41704 SF �'�� EGRESS, TRASH — +�� s S. GEAR BENCHES 60' 606 SF R 674 SF M H TRASH TRASH RET%AI L/ Mr—O F. " 1,029 SF GGAG SA XFRMR n TR�'tc.�H ORAL 12,267 SF �r GARAGE SERVICE REGEPTf�GLE q. _ ELEC. SERVICE �.... CLCC. 75' Ll LOBBY VAN VAN COMP. FREIGHT L� LEI COURT `I ELEC. EMPLOYEE/RETAIL BENCHES / PARKING TRASH 21 o U Q 66'-7° 96 SPACES REGEPT,4GLE / L�� ; w SA 30' @ 10 /o 60' 6" Uco co o o UTILITY i RETAIL EST. i co v W m YARD 127132 F STREET B �\ (0 0' R/W) COMPACT COMPACT 6O'-6" COMPACT G 1,00 1 or � I W ELE° � J PARKING RETAIL/REST. ; XPRMR W 7,118 SF w XFRMR e 43,817 SF W 75' EGRESS VAN 14 ADA ADA o 3 L33 o SERVICE El FELEC. OEE TOWN CENTER F BLVD.(70.0' R/W) SA IDECORATIVE POTSI--j I EXISTING I POND 2 I co c� - -71 coo coo d O o UTILITIES � SB O 40' 3 WIDE 5RIGK 5AND OCOEE TOWN CENTER DEE TOWN CENTER F BLVD.(70.0' R/W) SA SA BRICK 5 4 CROSSWALK D-1 D-1 51 KE RACKS 3 (�D_j i K\ REFER TO SHEET D-2 FOR SITE FURNISHING DETAILS 0 7 SB �.�--- --ram SB - B 1 KE RACKS 3 18 HIGH D-1 DECOR, TIVE FENCE / I / I / frog\ BENCH 42" HIGH RAIL ALONG PROMENADE 1 2 D-1 D-1 BENCH LOCATIONS 6 RETRACTA5LE North D-1 50LLRRDS I�� 0' 20' 40' 80' G �0� SCALE: 1 "=40'-0" .Q I � ZT5 OEE TOWN CENTER F BLVD.(70.0' R/W) EXISTING POND 2 0 ST ,m UTILITI c0 LO 60' 75' ]Mimi SA L 60'-6" @10% I-_ _ W ry o w O co elf o U) (0 0 LO t `- RETAIL/REST. _ 21,177 SF SA • 7 RES. FIRE =ffl LOBBY ., EGRESS 60'-611 12co 'r ' o • RETAIL/REST. _ 21,681 SF COMPACT COMPACT 60'-6" COMPACT W U LL1 14 VAN ADA ADA O 3 SERVICELO COURT oleo TRASH COMP. 60' S MOVE -IN 1O' SERVICE Y� iY�i Yy. - - I 0 OCOEE TOWN CENTER F BLVD.(70.0' R/W) . SA SA REFER TO SHEET LA-6 FOR PLANT LIST, NOTES, AND DETAILS SA 0 Slip _ Ci• SA�i•. =iT:J:f 9 � �11[ I "If (P MAIN ST. n A A IL ir- nTMr-r-T 2 2 Ax%L_ I —Al ` PORTE—COC ERE 1 1 1 1 1 1 11 t � OPEN TO o W M.'S 30 53 24 24 5 64 -6 30 DOM. / o U AE E RES. w 0 30� sF GENER. FIRE W. M.'S w o U) i z 500 SF 398 SF �_ N W LOUNGE HOTEL LOBBY � N PUMP O 1,102 SF w DOM. PUMP (n 812 SF EM. w RETAIL LL SUB -LOBBY w 1,799 SF 294 SF w ELEC. (D Lo 5, 361 SF -- ELEVATOR ELEC. � RETAIL RETAIL +�P�tis�o 416 SF W LOBBY M H. 361 SF w 4 704 S F 0 3,870 SF �� - +�`� •pS TRASH S. GEAR 606 SF 674 SF M H TRASH9 SF ROOM 1,02TORAG ELEC. XFRMR e ❑ ° GARAGE ❑ F1 SERVICE EM. _. ELEC. SERVICE �1111 ELEC. ❑ LOBBY VAN VAN FREIGHT L� HL� COURT l��d ELEC. EMPLOYEE/RETAIL PARKING 96 SPACES 66' 7° FLI o o UTILITY RETAIL EST. YARD 12,132 F w ELEC. ELEC 45' 911 ° XFRMR XFRMR �� RETAI L/REST. U CISTERN TRASH 14,359 SF UNDER RAMP BRIDGE 573 SF ±150,000 GAL. ABOVE FC 75 W w (62'x65'x5') 1 U> SERVICE � W ELEC, EGRESS W U EM. ELEC. Of 109, RES. W y LOBBY/ U) SECURITY 2,566 SF 45'-9" rvi a RETAIL/REST. XFRMR v PARKIN G 71118SF w XFRMRv 43,817SF 75, EGRESS EM. 353ESF ❑ SERVICE ❑ 1�1� ELEC. El TRASH 615 SF FREIGHT �cn 1QQ, RETAIL/REST. ul cIf 6,840 SF w W wN ❑ o ❑ ❑ LC) RETAI L/REST. � W RETAIL LOBBY 1,866 SF z C 00 LOBBY 875 SF � 23, 841 SF � W 30' 85' 51 25' 123, �5� 9 U EGRESS RETAIL/REST. 12,267 SFNt North 0' 20' 40' 80' SCALE: 1 "=40'-O" 28 TM �- 3 3 PD I _--- ROD A. 20 POTS WITH FLOWERS 1 �c LiJ TM Q 78 0 f'y 0 o _ co U csa r 46 ZP 22 PD PD 1 4 PD 2 Ci `� `� SA I I 8 6 � TM PD P74 �,PD TMPD167 r—fit- f� I 150 I I (24 � 571 UTILITIES Qv 6 13 60'-6" .M 10' SERVICE VAN UADA ADA RETAIL/REST. NT 80 SPACES UP ,28 b'>\\; BRICK CR055WNAL< - W I TH RIBBON CURB ZPD ROD 49 O 21 MU 53' �, _241 - RETAIL 31870 SF LOBBY `LN EMPLOY PAF 96 SI OK OR055NALK 'H RIBBON OURE3 (EDPD ROD ROD 45 49 OM O 21 21 AU '7 AN VAN & EMPLOYEE/RETAIL PARKING 96 SPACES 28 �27 64'-6„ RETAIL 4704 SF GARAGE ELEC. TM 53 2 B 1 KE RACKS 30 GENER. DOM.W. M.'s 500 SF FIRE 398 SF PUMP to 0 812 SF EM. w "X.A ELEC. cal 416 SF w S . GEAR 674 SF SERVICE � � COURT 00 4M 151 39 RETAIL 51361 SF 31 MIA C� POR E-`QOQ ERE / x \ DIMOUO PD ROD I �4— I O 15 1 IaffilLml F :2 u- \ OPEN TO U) ABOVE U O U ry w Lo�1WGE HOTEL E � ry Z;ASUB-LOBBY Ill 1,799 SF 16R a ELEVATOR LOBBY u -/u u HOTEL TRASH LUGGAG ROOM STORAG EAo EM. ELEC. ELEC. 52 26 O log, r 25 MU MU i ! O 24 42 E illmWOK'"A"ax SA \�,P SA DECORATIVE POTS WITH FLOWERS K r \x Al/1XyXv//�\ff/ r TM 2' WIDE RIBBON OURS FOR J 33 REMOVABLE E30LLARD5 00 d' EGRESS FM�CH ■ BENCH - Eo TRASH m I F DER F JSTING )ND 2 REFER TO SHEET LA-6 FOR PLANT NOTES, SA OCOEE TOWN CENTER BLVD.(70.0' R/W) �n Q6 PARKING 434817 SF ST. N CENTER 0' R/W ) For REFER TO SHEET LA-6 FOR PLANT LIST, NOTES, AND DETAILS (FU T 60.0' REFER TO SHEET LA-6 FOR PLANT LIST, NOTES, AND DETAILS R/w) 1 --- 44�<< A PLANT SCHEDULE Contractor to refer to the Planting Soil Specification Section 32 9100, as well as the Plants Specification Section 32 9300 TREE5 QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE REMARKS AR 10 Acer rubrum Red Maple 45 gal 3"Cal 12'- 14, FLORIDA FLAME, OCTOBER GLORY, SUMMER RED PD 58 Phoenix dactylifera Medjool Date Palm B * B 20' C.T., CLA551C CUT, MATCHED SPECIMENS QV 14 Quercus virgmiana 'Cathedral' Southern Live Oak 100 gal or RPG BBB 3.5"-4" 14'- 1 G'x7'-8' 7' C.T., 51NGLE 5TRAIGHT TRUNK, WELL DEVELOPED CANOPY TD 10 Taxodium distichum Bald Cypress B * B 1 0' 3' 51NGLE STRAIGHT TRUNK BEFORE BREAK FOR CROWN SHRUB AREAS QTY BOTANICAL NAME COMMON NAME CONT 51ZE SPACING REMARKS A 394 Annuals spp. Annuals G" pot 1 2" o.c. HP 190 Hamelia patens Fire Bush 3 gal 30" o.c. MU 1 ,4 1 3 Muhlenbergia capillaris Pink Muhly I gal 24" o.c. ROD 1,701 Rosa x 'Red Drift' Red Drift Rose 3 gal No 24" o.c. TM 3,334 Trachelospermum asiaticum Dwarf Asiatic Jasmine I gal 1 8" o.c. TRF G33 Tripsacum floridana Dwarf Fakahatchee 3 gal 30" o.c. VOM 1,026 Viburnum obovatum ' Mrs. 51hiller5 Delight' Mrs. 5hiller5 Delight Viburnum 3 gal 30" o.c. ZP 1 4G Zamia pumila Coontie 3 gal 30" o.c. GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING REMARKS MULCH Pine Bark Mini Nuggets mulch 3" DEEP LAYER, I" ON TREE5 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK A5 CALLED FOR ON THE LANDSCAPE PLANS AND IN THE LANDSCAPE SPECIFICATIONS, THE LI5T OF PLANT QUANTITIES ACCOMPANYING THE PLAN5 SHALL BE USED A5 A GUIDE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT TIME OF BIDDING. 2.ALL PLANT MATERIALS SHALL BE GRADED FLORIDA NO. I OR BETTER A5 OUTLINED BY GRADES AND STANDARDS FOR NURSERY PLANTS, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY, 2ND EDITION, FEBRUARY 1998 AND SUBSEQUENT REVISIONS. 3.ALL TREES ARE TO BE PLANTED 2"-3" HIGHER FROM THE BASE OF THE ROOT FLARE AT THE TRUNK TO THE FINISHED SURROUNDING GRADE. NOTE: IT 15 CRITICAL THAT THE ROOT FLARE BE EXPOSED PRIOR TO INSTALLATION TO VERIFY PROPER PLANTING DEPTH. EXCAVATION FOR NEW TREES 15 TO BE TWICE THE DIAMETER OF THE ROOTBALL AND A5 NOTED ABOVE, PLANTED 2"-3" HIGHER FROM THE SURROUNDING GRADE TO THE BA5E OF THE ROOT FLARE AT THE TRUNK. 4.ALL PLANT BEDS SHALL BE TOP DRESSED WITH 3" DEEP LAYER OF PINE BARK MINI NUGGETS. TOP OF ROOTBALL5 FOR TREES ARE TO KEEP MULCH 1 2"- 1 6" FROM BASE OF TRUNK. MULCH RING AROUND TREES IN LAWN AREAS 15 TO BE 3'-4' DIAMETER AND 15 TO ENCOMPASS GUY WIRE LOCATIONS. TREE SAUCERS ARE TO BE REMOVED AFTER PLANT/TREE ESTABLISHMENT, EXCESS 501L 15 NOT TO BE PUSHED ON ROOTBALL. 5.5TAKING OF TREES OR SHRUBS 15 REQUIRED. THE LANDSCAPE CONTRACTOR 15 REQUIRED TO MAINTAIN ALL PLANT MATERIAL IN AN UPRIGHT AND STABLE POSITION. STAKING METHODS, IF DIFFERENT FROM THE DETAILS, MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, THE LANDSCAPE CONTRACTOR SHALL INCLUDE IN THEIR BID, THE REMOVAL OF ALL STAKING/GUYING/BRACING MATERIALS UPON ESTABLISHMENT OF THE TREES AND PALM5 (NOTE: THI5 DOES NOT INCLUDE THE REPAIR OF STAKING/GUYING/BRACING MATERIALS DAMAGED BY MAINTENANCE ACTIVITIES - THESE REPAIRS ARE TO BE BY THE LANDSCAPE MAINTENANCE CONTRACTOR). G.MEDJOOL DATE PALM/PD CLEAR TRUNK HEIGHTS SHALL BE MEASURED FROM NATURAL GRADE TO 13A5E OF CENTER FROND. ALL PALMS TO BE PLANTED WITH BUD PERPENDICULAR TO NORMAL GROUND PLANE, ALL PALM5 OVER 1 2' CLEAR TRUNK SHALL BE BRACED UNLESS OTHERWISE NOTED. ALL PALM TRUNKS ARE TO BE STRAIGHT, HEAVY, MATCHED DIAMETERS. 7.DATE PALM REQUIREMENTS - LANDSCAPE CONTRACTOR SHALL INCLUDE IN THE INSTALLATION BID, ALL NECESSARY DRENCHES, 5PRAY5, FERTILIZATION REQUIRED TO MAINTAIN THE GUARANTEE FOR THE DATE PALM5 THROUGHOUT THE FIR5T YEAR OF ESTABLISHMENT. REFER TO SPECIFICATIONS AND PLANS FOR 51TE SPECIFIC DRAINAGE REQUIREMENTS FOR DATE PALMS. 8.LAND5CAPE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLAN5 TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. 91AND5CAPE CONTRACTOR SHALL COORDINATE WITH THE LIGHTING AND IRRIGATION CONTRACTORS REGARDING TIMING OF THE INSTALLATION OF PLANT MATERIALS. 10. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, PAVED SURFACES, EQUIPMENT AND FURNISHINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY WHICH MAY OCCUR A5 A RESULT OF HI5 NEGLIGENCE IN THE PR05ECUTION OF THE WORK. 1 1. THE LANDSCAPE CONTRACTOR SHALL ASSURE THAT HI5 WORK DOES NOT INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. 12. THE LANDSCAPE CONTRACTOR SHALL ASSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BED5 AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE 501L SHALL BE ACCOMPLISHED TO ASSURE DRAINAGE. DO NOT INSTALL PLANTINGS IF DRAINAGE 15 NOT SUITABLE FOR OPTIMUM PLANT GROWTH. 13. ALL 51TE LANDSCAPE AREA SOILS SHALL BE TESTED FOR PLANTING SUITABILITY (PH, FERTILITY, PERCOLATION, TOXICITY, ETC.). IF CERTAIN SOILS ARE FOUND TO BE UNSUITABLE, CONTRACTOR SHALL PROVIDE A PROGRAM OF CORRECTIVE ACTIONS. IF THE5E SOILS ARE FOUND TO BE GENERALLY SUITABLE, THE CONTRACTOR SHALL PROCEED WITH NORMAL 501L AMENDMENTS AND PLANTING PROCEDURES TO ASSURE THE VIGOROUS GROWTH OF THE SPECIFIED LANDSCAPE MATERIALS. REFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. PLANTING PIT PREPARATION FOR DATE PALM5: REFER TO SPECIFICATION SECTION 32 9100/3.4.F FOR MEDJOOL DATE PALM PLANTING PIT PREPARATION. CONTRACTOR 15 TO PROVIDE AND INSTALL ALL MATERIALS FOR THE DRAINAGE SYSTEM SPECIFIC TO THE DATE PALM PLANTINGS, INCLUDING CONNECTION TO THE < STUB -OUT FROM THE STORM DRAINAGE SYSTEM. AL50, PROVIDE THE NECESSARY WELL DRAINED BACKFILL TO CREATE THE OPTIMUM CONDITIONS FOR PALM ROOT > ZONE ESTABLISHMENT AND SUPPORT FOR THE MEDJOOL DATE PALMS. THI5 APPLIES TO ALL MEDJOOL DATE PALM LOCATIONS - BUILDING PERIMETER/ROADWAY MEDIANS/ROAD SIDE PLANTINGS/ISLAND FEATURES. 15. IMPORTANT - FIRE DEPARTMENT PLANTING CLEARANCE5 - MINIMUM MANDATORY CLEARANCE OF 7 /2 FEET TO THE FRONT AND 4' TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED (FFPC 2007). MINIMUM MANDATORY CLEARANCE OF 7 /2 FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED (FFPC 2007) A5 PER FLORIDA FIRE PREVENTION CODE. THESE REQUIREMENTS OVERRIDE ALL LANDSCAPE PLANS, COORDINATE EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF PLANTINGS TO INSURE COMPLIANCE WITH CODE. I G. IMPORTANT - DIRECTIONAU5TOP/5AFETY 51GNAGE PLANTING CLEARANCES - PROVIDE NECE55ARY CLEARANCES WITH TREE/PALM TRUNK AND CANOPY CLEARANCES TO AFFORD CLEAR LINE OF 51GHT TO ALL SITE/PARKING LOT 51GNAGE. COORDINATE 51GNAGE LOCATIONS, ESPECIALLY THE STOP 51GN LOCATIONS IN THE PARKING LOT 15LAND5 PRIOR TO INSTALLATION OF THE TREE5 AND PALM5. A5 A MINIMUM, PALM5 ARE TO BE G'-7AWAY (TO THE 51DE) OF THE STOP 51GN5, CANOPY TREES TO BE A MINIMUM OF I O' AWAY. 12" X 12" &RAVEL WRA W/6EOTE GRADE DG 5" ® Wp DATE PALM INSTALL DETAIL 1 /2" = 1'-0" 5LI6HTLY MOUND OENTER OF EXOA\/ATION FROM WATER FLOW TO UNDERDRAIN5 5TERILIZED 5AND WALK WALK 6EOTEXTI LE 6" UNDERDRAIN 5URROUNDIN6 PERIMETER OF EXOA\/ATION WELL DRAINED 5U56RADE SET PALM ON 6" SAND LAYER MIN. P2-1501-04 Tree Frog® RBK60pt SYSTEM For up to 6" Caliper Trees (4) Tree Frop EPTM 3211x2"x6" wood boards (8) 3/411x70" strapping (1,800 lb. tensible strength) (8) Arrowhead *Anchors Tree Frog® RBK60pt PLAN VIEW Tree Frog® RBK60pt DIAGRAM ARROWHEAD ANCHOR I" 5TAPLE 6UIDE5 (SX) 5/4" X'70" 5TRAPPING 2 PER BOARD (OX) 3/4"X"70" STRAPPING (1,500 LB TFN5ILE STRENGTH) (1,800 LB TENSILE STRENGTH) I ROOTBALL / o 6" CALIPER TREE Za2" NOTE: - FOR UP TO 6" CALIPER TREE5 AND FOR PALM5 ° UNDER 20' WITH GUT LARGE ROOT BALL 2x6 BOARD - ANCHOR5 ARE TO BE DRIVEN TO DEEPEST W/5TRAPP I NG P0551 BLE DEPTH ACCORDING TO 501L TYPE 3"-6" TREE AND PALM STAKING DETAIL 1" = 1" P2-1501-14 4211 (5UARPRAIL BRICK BAND 6' BENCH 5 1 SIDE -BY -SIDE BENCHES -0- on • a a • 0 BRICK WALK 4X :211 &UARDRAIL BRICK BAND 10, 6 BENCH 2- lk I-J 21 I 1 11111111 iiu � � mi mm 1/9 = 1,—er P2-1501 —01 \,',/ 1/4!' = V—Y' P2-1501-02 1/4!' = V—Y' NTS 8.7" 1— 6.3" 14" MIN* Drain Rock Key Required To Lower t No Key Required To Raise 5, R-8421 Lockable In Raise & Lowered Positilo Key Required I To Lower Key Required To Raise R-8422 Retractable Hand e Grade 1,D 0 0 Drain Drain! Hole F Hole Drain Rock BRICK BAND ON RIBBON CURB BRICK SIDEWALK ON 4" CONCRETE SLAB Wxl&" CONCRETE TREE WELL (NO BOTTOM) WITH 1-#5 BAR CONTINOU5 EXCAVATE ZAND REPLACE WITH SUITABLE SOILS FOR TREE5/LAND50APE FINISH GRADE 5" BELOW TOP OF WELL EXISTING SOILS O to BIKE RACK 1/27 = V—Y' ----------------- ---------- ----------- ----------- 1/2- = 1'-0" P2-1501-16 DESCRIPTION DR Unit 207, 6450 - 148 Street, Surrey, BC, Canada V3S-7G7 1-888-735-5680 - nifio@ret4p WlYw-,reliance-foundry.com I yK�kq� q4I "yv_�ikg ---------------- Retractable Bollard Series, Model R-84XX ............... SCALE NTS I DRAWING NUMBER I SIZE REV DESIGN R8410/10-RA/12/12-RA/21/21-RA A A DATE 01/10/20131 3-iffm CONCRETE, BROOM FIN15H BRICK BAND P2-1501-03 &"XIV FLAT RIBBON CURB ASPHALT —\ 1-#5 BAR CONTINUOUS 5U56RADE (COMPACTED 15%) CLA'r BRICK MUD5ET ON SLAB WITH MORTAR JOINTS SECTION @ CROSSWALK 1/2" = 1,-0' VARIES MLA./ =)= 1 r11111 ( A AIALIME: I L: ASPHALT 4" THICK CONCRETE SLAB, 3000 P51 FPOT MIX P2-1501-08 5-990mo - DUMOR.INC. 15INDUSTRIAL CIRCLE, P.O.BOX 142 MIFF[INTOWN.PA 17059-0142 TOLL FREE: 1-800-5Q8-4018 PHONE: /717\436-2106 FAX: (717)436-9839 NYLON PAD rIS-5 FREE STANDING NOT TO SCALE 72"(04-6O) ill SQ. X� 1A^STL X0"(0460) FRONT VIEW NOT TO SCALE NOTES: 1, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2 D0NOT SCALE DRAWINGS. 3.ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 4. 1/2"X33/4"EXPANSION ANCHOR BOLTS PROVIDED FOR S-2OPTION. 5.ALL WELDS CONT. THEN GROUND SMOOTH. 8. BENCH |SSHIPPED UNASSEMBLED. 7. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 017'2&Q. 94-60 STEEL BENCH NOT TO SCALE 26 7/16" 21" SIDE VIEW NOT TO SCALE REVISION DATE O4/21/2015UO17328 CADdotaU .oum ISOMETRIC VIEW NOT TO SCALE [~2^SQ. X11GA 2"X1"X13 CONT. y~ 1 I'll' X 3" 'Li1Z THK. STL. BAR STL. PI ATE FJS-5 FREE STANDING NOT TO SCALE 1K8"X1' STIL. BA 18GA. ( DUM{]R' INC. 15 INDUSTRIAL CIRCLE, P.[].BOX 142 MIFFLINTOWN.PA 17059-0142 TOLL FREE: 1-800-598-4018 PHONE: /717\436'2106 FAX: /717q436-g83g 1/2"0HOLE (RE-BARBYbo INSTALLER)—,,_ m STL �PLATE 261/2"SQ. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DONOT SCALE DRAWINGS. 3.ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 4. RECEPTABLESHIPPED FULLY ASSEMBLED. 5. COVER HINGES FOR ACCESS T022GAL. PLASTIC LINER. 8.ALL WELDS CONT. THEN GROUND SMOOTH. 7. 1/2''X33M''EXPANSION ANCHOR BOLTS PROVIDED FOR S-2. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER O17-328. NOT TO SCALE REVISION DATE 04/21/2015 CADdotails.00m HOLES FOR 3/8- REBAR (BY INSTALLER) 1 4" 4 yn' om ANoxon CIRCLE ' 1] ALL STL MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER P0WED[R COATING. 2.\ 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR OPTIONS S-2 & S-4. DATE DRAWN : 01/21/1! DRAWN BY RDH BIKE RACK DATE REV. m STL ANCHOR PLATE W/W-9/160 HOLES ANCHOR CIRCLE 6,0 O S-2 SURFACE MOUNT REV. DRAWING |NUMBER 297 SERIES | SHEET LARGE HIGHLAND PLANTER PLAT OF SURVEY LEGAL DESCRIPTION NORTHWEST PARCEL: THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, NORTH AND EAST OF HIGHWAY. LESS AND EXCEPT (1): BEGIN AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN SOUTH 182.91 FEET, EAST 219.20 FEET, NORTH 182.91 FEET, WEST 219.20 FEET TO THE POINT OF BEGINNING. ALSO, LESS AND EXCEPT (2): FROM THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EASTERLY ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 219.20 FEET TO THE POINT OF BEGINNING, THENCE SOUTHERLY 182.91 FEET; THENCE WESTERLY 219.20 FEET TO THE EASTERLY RIGHT OF WAY LINE OF CLARCONA-OCOEE ROAD; THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE TO ITS TRANSITION WITH THE NORTHEASTERLY LINE OF AN EXISTING BRICK ROAD; THENCE SOUTHEASTERLY ALONG SAID BRICK ROAD 250.00 FEET; THENCE NORTHERLY TO A POINT 282.91 FEET SOUTHERLY OF THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SOUTHWEST 1/4 OF SAID SECTION 20; THENCE SOUTHEASTERLY TO A POINT 430.00 FEET SOUTHERLY AND 650.00 FEET EASTERLY OF THE NORTHWEST CORER OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE NORTHERLY 430.00 FEET TO THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE WESTERLY ALONG SAID LINE 430.8 FEET TO A POINT OF BEGINNING. ALSO, LESS AND EXCEPT (3): THAT PART OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING EAST OF CLARCONA-OCOEE ROAD AND SOUTH OF MAINE STREET. ALSO, LESS AND EXCEPT (4): THAT PORTION OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE RUN SOUTH 88022'32" EAST ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, 1,328.65 FEET TO THE WEST RIGHT-OF-WAY LINE OF RICHMOND AVENUE (A 30 FOOT RIGHT-OF-WAY); THENCE RUN SOUTH 00007'51" WEST ALONG SAID WEST LINE 1,066.19 FEET TO THE PROPOSED NORTH RIGHT-OF-WAY LINE OF MAINE STREET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH 64052'50" WEST ALONG SAID PROPOSED RIGHT-OF-WAY LINE 60.00 FEET; THENCE RUN NORTH 25'07'10" WEST 60.00 FEET; THENCE RUN NORTH 64052'50" EAST 60.00 FEET; THENCE RUN SOUTH 25°07'10" EAST 60.00 FEET TO THE POINT OF BEGINNING. SOUTHEAST PARCEL: THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS AND EXCEPT THE SOUTH 1.96 CHAINS. ALSO, LESS AND EXCEPT THE NORTH 311.25 FEET OF THE EAST 140 FEET OF THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST. TOGETHER WITH THE EAST 1/2 OF VACATED RICHMOND AVENUE, LYING WESTERLY AND CONTIGUOUS TO SUBJECT PROPERTY, BY VIRTUE OF RESOLUTION NO. 99-08 RECORDED FEBRUARY 23, 1999 IN OFFICIAL RECORDS BOOK 5689, PAGE 830, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOTES 1. BEARING STRUCTURE IS BASED ON THE MONUMENTED NORTH LINE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 BEING S89°38'50"E (ASSUMED). 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS BUILDING/LOT LIES IN ZONES "X & AE", BASED ON FLOOD INSURANCE RATE MAP NO. 12095CO220F, COMMUNITY NO. 120185, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, EFFECTIVE SEPTEMBER 25, 2009. 5. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 6. THIS SURVEY MADE WITHOUT BENEFIT OF TITLE. 7. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED 8. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 9. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK #S1529020 HAVING AN ELEVATION OF 117.980 FEET, (NAVD 88). 10. THE WATER BOUNDARIES SHOWN HEREON ARE SUBJECT TO CHANGE DUE TO NATURAL CAUSES AND MAY OR MAY NOT REPRESENT THE ACTUAL LOCATION OF THE LIMIT OF TITLE. WETLAND LINE CHART L1 S17°20'32"E 7.1' L2 S38°28'22"E 48.47' L3 S13°48'30"W 43.72' L4 S16°12'21"E 21.85' L5 S57°28'54"E 42.55' L6 N82°08'56"E 71.78' L7 N87°47'16"E 67.86' L8 S77°23'11"E 80.43' L9 N58°49'20"E 66.43' L10 N13°40'07"W 40.55' L11 N15°47'35"W 34.54' L12 N15'19'37"W 78.89' L13 N10°52'09"E 59.61' L14 NO3°42'21"E 35.04' L15 N16°50'56"E 78.09' L16 N19°59'36"E 59.64' L17 N41 °24'09"E 49.74' L18 N27°50'54"E 79.89' L19 N55°09'09"E 41.69' L20 N09°53'22"E 36.12' L21 N47°13'40"E 39.61' L22 N47°50'15"E 52.35' L23 N42°19'58"E 48.08' L24 N45°55'35"E 45.44' L25 N35°30'14"E 35.67' L26 N13°53'24"E 34.88' L27 N57°01'03"E 64.57' L28 N57°01'03"E 28.53' L29 N61°18'33"E 81.43' L30 N73°49'26"E 71.24' L31 N83°21'57"E 73.59' L32 N88°29'18"E 45.9' L33 N88°29'18"E 25.72' POB NORTHWEST PARCEL'S LESS AND EXCEPT (2) { EASTERLY 219.20' DESC WEST 219.20' DESC POB N. LINE, S. 1/2, NW 1/4, SW 1/4 NORTHWEST PARCEL'S LESS AND EXCEPT (1) Poc NORTHWEST PARCEL'S uPU LESS AND EXCEPT (2) 3 W NW CORNER, S. 1/2 3 \ 0 NW 1/4, SW 1/4 \ a, SECTION 20-22-28 ASPHALT w O� s \ N \ \ \ w 0 l w \ x \ 114.50 \ w V A 1�4.75 \ \ ��Q \ \ VA \ \ V A \ V A INV=113.36 (24" HOPE) AA \ \ \ 11�'gx GUA�D RAI V I �I 1 WV=106.10 (24" CV 00 2 FND 4"x4" CM NO # ALSO FND 5/8" IR \ FDOT r 113.55 , 11 WV=103.54 (36"x60" RCP) RETENTION AREA INV=103.40 (36"x60" RCP) INV=103.40 (36"x60" RCP)- CONC HEAD 1 WE TERLY 219.20 ESCx1o8-2 108.2] \ � 113.0 .�6 N �g77CC / 9' / %06 / 104.5x \o\ V INV--110.12 15" RCP) 0 LESS AND EXCEPT (1)-j NOT PLATTED ORB 2661, PG 425 OWNER: QUALITY VAULTS INC PARCEL ID: 20-22-28-0000-00-033 U CO Uo m o �0 oeo �Zo(0 W W 0 o 0 (D ~ U N a- W J (D N 1- z I- Q O (f) N U) Z 0 ry LU O _j LIJ L11 3: of Oa APPROXIMATE 100 YEAR { FLOOD CONTOUR FND 4" 4" CM I ELEVATION=112.7'± NO # os08 108.3 iFy EAST 2v19.20' DFSC V�Q x111.8 \ 112.7 JARD RAIL EASTERLY R/W Ll_ -158 O K / / C _ - z1 ��<--L - 1162 167 z � � 2154 \ VA \x112.8 ) I - - 2'155 2236 - - u j NV,/102.83 (36"x60'CRCP) 111.5 1 1 1 \ \ o NV=103.27 (3p"x60" RCP}- - - - T V CONC HEAD WALL z,1a J� NV=102.93 (36"x60" RCP) z232 U) INV=110,05 (18" RCP) 212t SOUTHEASTERLY DESC M6 2233 JJ 2234 2125 z 17, 112.8 \ 112.,x 2245 2248 _ ,12 _ S \ G IL zzae r A 2?_38 �y \ 26241 2249 U Nrnrn 223"', 3.5 2272 2273 1 �30 "'�,,,, r V Id1 •� zzae 225 ti w 113. \ SPHAL.T \ 3. 2252 tP� X1p s ,, 2253 112. A (a'k ,2 2251 N 2< _ w w� 2,241 \\ ( \ \ 5 11 8................ 2271 227Q 2265 113.6 \ _.'.� 22�3 .(�1 r �+ ( 33 o z a4 ",, � GUARD R IL \ X 3.3 a \113.1� V� �S 61 w p e R 52 v O\\� v F R a \ \ \V C� q® 4`'VF x113.3 P x �n a7 V G V A w 226 816 psi - x1,o _ -mow,. .. 114.6 �115.4x V �iP 117.8X 7j"Jx �.., 117.9ic 113. \ \ \ s 2 \ \ \ � A 113.8 115.1x\ i sw °6� \ 11 .63 \ \ \ \ 116A x 423 \ \ \ A X115.8 o X�18.3\ A A \ \ X 32� \ x o C \ l ww LEGEND MATCH LINE SHEET 3 OF 6 BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID R/W RIGHT OF WAY N BC BACK OF CURB ELECTRIC METER MS METAL SHED i♦ BACK FLOW PREVENTER ® ELECTRICAL BOX ® - MITERED END SECTION • SANITARY MANHOLE BLK BLOCK EL ELEVATION 0 MONITORING WELL -s- SANITARY LINE • -BENCHMARK ESMT -EASEMENT N&D NAIL & DISK SDO - SHOWN FOR DIRECTION ONLY BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVD - NORTH AMERICAN SN SIGN ® CABLE TV RISER FIRM - FLOOD INSURANCE VERTICAL DATUM SWF - STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD - NATIONAL GEODETIC x00.00 - SPOT ELEVATION C&M A - CALCULATED & MEASURED - CENTRAL ANGLE FFE 6-FH FINISHED FLOOR ELEVATION - FIRE HYDRANT VERTICAL DATUM -SD- STORM/DRAIN LINE GRAPHIC SCALE NTS NOT TO SCALE • STORM MANHOLE CBW - CONCRETE BLOCK WALL FM FORCE MAIN OHE OVERHEAD ELECTRIC CC COVERED CONCRETE END -FOUND ORB OFFICIAL RECORDS BOOK -T- UNDERGROUND TELEPHONE /� / E CF CONCRETE FLUME FOC FIBER OPTIC CABLE OW- -OVERHEAD WIRE ■ STORM INLET ,( V CHW - CONCRETE HEAD WALL O FP - FLAG POLE PB PLAT BOOK TB TOP OF BANK CLF C CHAIN LINK FENCE CENTERLINE G- ® GAS LINE GAS METER PC PC POINT CURVATURE TRAFFIC POLE 0' 30' 60' 1 2O' 1 80' BOUNDARY SURVEY DATE 6/3/ 14 CMCMP -CONCRETE MONUMENT � -GUY WIRE ANCHOR PEP GI - PER ENGINEERING PLANS - - i - TRAFFIC SIGN . BOUNDARY, TOPOGRAPHIC & TREE S U RV E) - CLEANOUTEDMETALPIPE APE HANDICAP PARKING PG PI -PAGE POINT INTERSECTION -TRANSFORMER/JUNCTION BOX -TELEPHONE RISER OCO •CO -CLEAN OUT -HIGH DENSITY P&M -PLAT &MEASURED LAT&M s -TRAFFIC SIGNAL BOX 1" - 60' per 5J-17.051(3)(b)3 Florida Administrative Code CONC - CONCRETE POLYETHYLENE POB POINT OF BEGINNING TSW - TRAFFIC SIGNAL WIRE SCALE: 1 " = 60' 55 COVD -COVERED INV INVERT ELEVATION POC POINT OF COMMENCEMENT TYP TYPICAL S CF# OCA-100-LOTS22-SPC-EMAIL CP CONCRETE PAD IP IRON PIPE PRC POINT OF REVERSE UE UTILITY EASEMENT DATE: JOB # REVISION BY: FIELD DATE: 6/3/14 A Y: JW CW CONCRETE WALKWAY IR IRON ROD CURVATURE QuP UTILITY POLE D&M DE - DEED/DESC & MEASURED DRAINAGE EASEMENT L LB ARC LENGTH LICENSED BUSINESS # PS PSM - PARKING SPACES PROFESSIONAL SURVEYOR -W- WF WATER LINE WOOD FENCE PREPARED FOR: CITY CENTER WEST ORANGE DESC - DESCRIPTION * LIGHT POLE AND MAPPER DOTINLET LS LICENSE SURVEYOR POT POINT OF TANGENCY WS .N. WOOD SHED WATER VALVE DP DUMPSTER PAD LSA MEAS LANDSCAPED AREA -MEASURED PVC R -PLASTIC PIPE CURVE RADIUS ♦� -WATER METER _ FSHEEI LOCATION: 251 & 362 MAINE STREET, ORLANDO, FLORIDA SUBDIVISION I PLAT DW DRIVEWAY ME - METAL FENCE RCP REINFORCED CONCRETE PIPE c�nrlr�ni ')n Tr%%A1K1cum �� cr�l iru M A KUIC' 00 r eerTln� M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Togo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg -Jan 12, 2016 COPYRIGHT © 1986 - 2016, ACCURIGHT SURVEYS S88°22'32"E 1328.65' DESC PLAT 0 F SURVEYN. LINE, SW 1/4, SECTION 20-22-28 W. R/W LINE, RICHMOND AVE Poc S00007'51"W 1066.19' DESC NORTHWEST PARCEL'S NOT PLATTED JONER: CITY OF OCOEE INC NOT PLATTED I NOT PLATTED LESS AND EXCEPT (4) 6' CLF PAR EL ID: 20-22-28-6141-01-000 OWNER: J AND V COMMUNICATIONS INC OWNER: JOEL M. & CHERRI LEE DOSS INC NORTHWEST CORNER 117.6 PARCEL ID: 20-22-28-0000-00-010 ORB 10035, PG 6667 PARCEL ID: 20-22-28-0000-00-045 SW 1/4, SECTION 20-22-28 g09.8 V ''a 74 14-eX / / / ORB 10035, PG 6667 asos. 0.7 / I; S89019'49"E 679.23' MEAS y�,°�7 o 48 DIRT R AP 6 CLF f S89 20 06 E 679.39' CALC 11° .° WESTERLY 430.8' DESC \ 107,1o SET 1/2" IR X 09 2093 / \ "'� �( 2094 1 I 11 N. LINE, S. 1/2, NW 1/4, SW 1/4 105.4� 3.6X LB #4475 095 X1 7.4 i 126a1 I I � 1 1 2060 I I 117.1 I / 05.81 2042 L,d�3 zoos I I I � oa4 1 1 2079 a z,2c1e a , I z a/ APIPROhXIMATE 100 Y AR 1 oa7 i s I FLOOD CPNITOU ELEYATIO1 I=l 12.7 - 277 I 4I 0870 6 LESS AND EXCEPT (2) 2076 I 21112 2013 P05 I200C I 2688 NOT PLATTED i OWNER: ORANGE COUNTY BCC 01� ' I 2003 2004 2090 0 9 PARCEL ID: 20-22-28-0000-00-046 I 2074 2862 I � 1 I I 20 1 I � ORB 2957, PG 0668 I I i 1 1 11 i I I 1 1 1 X108.� 1 2014 I 1 201/ k113-1 I 2 17l I / h I x1o�.1 I I 1 I X�. X105.7 X107.2 / I I 2^18 7-6 FND 5/8" IR LB #1977 FND 5/8" IR IL(EGIBLE I I I I x 118.8 1 I x T 108-2- - _ _ - X107.2 4 � � -'2-X 108.4 H 3v 1 I I s 09z106.8 0/ �107� I I ,2 70> WLF-B17 / 202 2022 2ox1� �' Xh18s 04.3 �� [ �o 06 W / 2073 20" is 8 U 0 / Xi 1.8 I 2024 107.8 �� 1p J �� y� CD b \ 88 105.8 Q X7o4 �� '" � I 0 6I 2041 I I N I ( 1 708 8.2 � to7.8 I 139 / /IX 2�26 � h / V 12\ ms.7 >� �� I iOlb I262s 1177x IXi 118A 08X119.3 9 � > i- v �� b 05,8 - WLF -B1s -4��- :4 106.1 s LOT 11, BLOCK 5 PB "A", PG 100 v v v 4 104.7 104.5� 104.5 04.3 / / LINE CHART 2113 V A VA 09.7 4 ° o �- / // 2027 L1 S64052'50"W 60.00' DESC 2163 Oq WETLAND / / 2038 / 2029 / 2028 0 � - o p NORTHWEST PARCEL N / / / / / / I S64°13'49"W 60.00' C&M � 0t16 v v � v x � � � i z z °' / / / / / � / / / / / / �I L2 N25°0T10"W 60.00' DESC / N25°46'11"W 60.00' C&M - v \ \ V o>> roe toa.8 WLF - B1 o SET 1/2" IR os �^ / / 2031 8.7X 1 L3 N64052'50"E 60.00' DESC 21s2 v v os.6K 1os. oa9 / // / 204� . / � / /203° / / � N64°13'49"E 60.00' C&M LB #4475 v 2159 v � �°5.9 v 151 v v 2171 ,°6.9x / 2043 / / Q L4 S25°07'10"E 60.00' DESC „,... v 1080 �v I / / / / / / U S25°46'11"E 60.00' C&M "X110 3 � / 61 DRY RF,L.EN"i"iGN AREA WLF - 815- - d 2172 __��"" / / 26"S �C W2117 2150 v 2162 X106.6 / / 204t,46�0 / 21/ 2 0 3 / 2034 / �U LO 2163 21T3 2174/ 2.686 1 .7 W X1098 / / / / / �/ 9 L11a A WLF - B2 W W x N / x1 4 108. \149 2175 2148 k � 02122 � 111.4 x 2123 164\ L04S// 116X �St 11$1xX.0 _ N / / X20.3 211 rs �XYC W OO 2177 475 (j) U) 2147 21f7 21c6 ozs 115. LESS AND EXCEPT (4)Z21224 2179 / 2 . 2127 \ V A 1�j ;� 'Ji o .,,,...,.,..� l/ 2145 \ ti➢8.8 ..............� V I / / / / / / / 2c4z / / / / / / / / �N NOT PLATTED � %'fj'o � v / / / / / � � GJ�� l ORB 9841, PG 1413 Z v 212s a v v Q6��'q %�^ 080 /ti / X✓14.s / / / /, " v OWNER: CITY OF OCOEE ao S' \ / 2146 18� 2181 WLF - B3 / X11os �� INCPARCEL ID: 20-22-28-0000-00-069 U 22X \ \ 2226 2185 p9 07.9 / / / r� �?, F / / / / SET 1l2 IR 4 V Q A 11 t0� 21as 2184 �6` 6 LF - 64„�,,..,, C'c�/(7 v / 09 / / / / / LB #447� e /1111i 21. _ 2'}44 214'� 110.1 A WLF/- B14 204 / 8' CLF (� 2188 ^.. A I 49 9 219P v v " „,,,v /Zz / ////// 20///LIfF�S T Tiov uqN� NORTHWEST PARCEL'S o� - 218..0 v v os5 vv220 ,,. v ^^o//izx/ /43 Ua I` // 2 ` �w LESS AND EXCEPT (4) 2169 0.7 ////X�2 3 19.7 PROPOSED N. R/W LINE Z 2142214/ / 2Q0 //2062 MAINE STREET z 2223 2�224 PA / 6040 / ^^2 \ry 1.9 A 2216 \ V ,�,.,..,. 1 / /J/1^""/ ///�� 22:,��,1SET 1/2" IR � in- 109.6 A 6 2170 V '27 2225 A \ " / / i n V 1 1.7 ' ro0 _p 2F_22 v SET 1/2 IR/ z SET 1/L IR zo.z LB #4475W ory0 0\ / / / / 120.4 W J U) LOO / /. x 113.3x 108.2 111.8X g / / \ \ \ I / / / :OG'1 A - X D' °p °p v � V � 110. v v LB #4475 / / / 5&6 / ^^ �53/ 20, 061 � � LB #9475 ya.zX v v � � p ttI W � d 0 Z Z �X11 \ \ X111.3 \ V A A A / / / / 14' / / 2057 / 2t, 104 �,?6: / 8 WLF-B5, \ / L / �X-4 r A A V% F-B9 i WLF-613 / / / / / l �♦ J � CO ., 2133 2137 � V A Q 110.5 �' / , X / / 2 5 ,n U) N \ \ 2221 T2 WLF - B6 . \ o-s \ \ \ \ / / i / / / �/ ^^5 / / 0 > W _140 213J "•• A \ WLF 67 A \ \ / / / / / / / / / 1589 / zo56 / / _ X121.5 w�w�� (- Z N -- A A / 691 20 20 2068 / 0 / W \� \ X109.7 108-5 / �/ W 4.0 \ ro v v 221a 8po E 10 26 / 169 / / s4 66/ c�z ¢ \ <s _ --. L7 os.o 01'I / / / j i / za / 1621 / / o O r v v 109.7 S / / � 16s. / / 15u � �2055 N � 1p v zz19 v v - - - _ - 5. WETLAND A / / / / / / �2 Z Z 3 v v 11os L6 - �6� / / / X 117.1 / 2a69 0 / W p v v '72 v 211 - 107.s �,p3E WLF $A� / / / / / z3 / 623 0 m J SET 1/2" IR v �' 2z13 v 206 - 3 / x v LB #4475 vv v ---_- WLF -Bs -- Lam- N�� i� / / Y m U X115.6 J W W �,.,,� \ t686 / / 1688 / / ^0 / "� 113.8 V A / Q of - � 2zoa 2ao5 � � � � `- _ __ - - - APPROXIMATE 100 YEAR i � , / i / / ^ / ea_ W v 221"1 072 zzz7 X112.4 - _ ' - - - - os FLOOD CONTOUR-- / / / � _J W d 17 i i I 121.74,'� az151 yy WLF - B10 �-- - 108.3 112.0 ^I10.4 - _ _ + i i / 1592 / / -[U76 J x1217 _1 \ \ - _ 219r _ ELEVATION=142l'_ / / / / a* X 2213 \ _ - - _ ' 1n6o , 1 1z1.7 q0207o \ \ °s\ ` 2a z \ \ WLF-B11 i / / / 16sr eQa 6.5 / / G24 1 21.o tjI v v V - - �,. 2136 - - - - - 110 2°7� V -X114.6 \ 610 2228 - .�.- --__ - -_ i V A _ i i 2709 - - _ - - 219L - - i 1678 '_ 29 2204 1§7.6 / ^� / v yC1„ v -_ - --- --__ 2C7� _ 22t3 -- � � � � � i / / / �� / ^ 26 \�, A - 6 8.0 �w...,,.\ 2101 �� - - _ - - - G?02 191 - - - - i 1879 i i6fty / / \ \ X118.2 2'z01 - - - - .- - - - 112 -- - - - - - ' i 168':. i 1s�6 tr-3 617 / 1610 Z za.,_ a co 2106 V A "� 715 G� 2195 i 1681 / / 11607 Q 21 v s N6�° 0 , ,� y_ _ - - - X CURVE DATA / / / 1611 / 66a 0 �009� v ^ ,, - - 1137 17 3 ..�.� ...E 7��26'S7' -...-. - 128 1i14 - I18 i / / / / 59R M 1135 77 A ,�,�, 220Q 2 2192 1197 2104 = r _ - - .- 17 NU 1T13 1717 i / / / / / / / ,616 / �� / / x a <v \ 5 R - 480�8 _ X \ B i \ ''*• A �� 4 i ..,� 2199 1194 17'l0 1. 1 i 69 N V \ ti- 293 / 16 X X _ �, - -� �� - - - 674 �E 117.7Xa4 ORF_# 5 c 614 �.0 20. 8z� v ------_L/=2/3�0.33'------ - -- 612 � � Z^' - C ORD 114 .1716 1710 / / / / / 1t795 118.8 615 13 1 x x -- 4 - X 113.3 S7 4 11 E - 3( �- -- 21U7 _ N75144 51 W -_ - 2103 2105 r 16 't(�9 _ i o ( 1 3.8�� \ �\ � � \ \ � \ �\ \ ~`�,�, o i n - 1��3 __ __.. 115 - ___. - -' 1667 i065 166 .- � 1629 15�J7 � � / 16ti(x , _ 1659 38 A A x1155 '�-� 1666 'ta64 - 1630 603 - 166. 1661 lggp / 1655 599 1Bo4 , 116.4X Xj15.3 166H i 1657 / 656 X 1 6 A - - _ 228.58 MEAS , -1e.o 6; 631 1628 / 4 K1F13.7 Y � \ � \ y�17\�..� � '_- - -- FND 1 /2" I R '�-",,, 116.1 x - - - -- -- -- - -_ - - 115.7 x _ -' / 116.8 - � / � - � / r LESS AND TEXR EP� ^� �`"',,,w .,........,".,,". 21ll2l10E - _ 116 TEST 76t>1 -AN 96 1611 RR "'1 LB#5814 2 ---- 211d „„„„„„� 1654 4) 65 _ 671 165 � 17t)9 - -- BORE:` # � s° - oa 6 21t2X a \ �'... -- - - _ N I \ 113.8 113.8 \ \ \� \ \ \ X116.7 i `"`„� _ _ _ C 117 / NOT PLATTED 0 - ET 1 1649 / /2" I R v /�/� CC � � � � �Clys.o _.1zo6 17o'k 169s' � 1639 _ A S 1zz \ OWNER: CITY OF-COGG _... - -- - - �18.1 � �..,,\ 111 11Q 2109 "-. 108_ �._......_.. 1705 17t7G 1702 (.118 _ _ 11997 i 1648 1646 2 - 1 a 1611 _ - - ,638 LB #4475 - _ \ \ _ t647 1645 _ -- PARCEL ID: 20-22-28-0000-00-054 - - - - - - - - - - - - - - -. __ _ - _ ----_' __._ . _ _ __ -.. _. -, us5.x_.. __ - _ - - - 22' 635 - 120 4.7"' ORB 10162, PG 8905 � - " ,2,/v x116.2 176 FND 1/2" IR _ - - - 64 N89 26 - �;2z -- --� 19�--- ---- - - t 6 - 40 v RETENTION AREA 4.4 �36 N89°30'02"W 538 85' CALC 9 •.� X118.S -, - 119.0 i 120AX 1643 1641 1;,33 - V�06' MEAS - X12 �2-4c 8-cr 1 9 LB #5814 -x- 4 53 _ _ 16 0 ,22„W -- _ - INV=115,07 (24" RCP) 114.8 -ii1 0 /1 X118.5 - - �� - 119.8X i X120.9 _ -._ -._ x121.3 -.'-�122.38 - -_ i _ .. 122 59 L i A �144 Y_ / - - - - BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID BC BACK OF CURB - ELECTRIC METER MS METAL SHED i♦ BACK FLOW PREVENTER ® ELECTRICAL BOX ® - MITERED END SECTION BILK BLOCK EL ELEVATION MONITORING WELL IS -BENCHMARK ESMT -EASEMENT N&&D NAIL & DISK BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVD - NORTH AMERICAN ® CABLE TV RISER FIRM - FLOOD INSURANCE VERTICAL DATUM CALC -CALCULATED RATE MAP NGVD - NATIONAL GEODETIC C&M - CALCULATED & MEASURED FEE FINISHED FLOOR ELEVATION VERTICAL DATUM A - CENTRAL ANGLE +.FH - FIRE HYDRANT NTS NOT TO SCALE CBW - CONCRETE BLOCK WALL FM FORCE MAIN OHE OVERHEAD ELECTRIC CC COVERED CONCRETE END -FOUND ORB OFFICIAL RECORDS BOOK CIF CONCRETE FLUME FOC FIBER OPTIC CABLE -OW- - OVERHEAD WIRE CHW - CONCRETE HEAD WALL O FP - FLAG POLE pB PLAT BOOK CLF CHAIN LINK FENCE -G- GAS LINE PC POINT OF CURVATURE E CENTERLINE ® GAS METER PEP PER ENGINEERING PLANS CM CONCRETE MONUMENT GUY WIRE ANCHOR PG -PAGE CMP - CORRUGATED METAL PIPE APE HANDICAP PARKING PI POINT OF INTERSECTION •CO - CLEAN OUT - HIGH DENSITY P&M PLAT & MEASURED CONC -CONCRETE POLYETHYLENE POB POINT OF BEGINNING COVD -COVERED INV INVERT ELEVATION POC POINT OF COMMENCEMENT CP CONCRETE PAD IP IRON PIPE PRC POINT OF REVERSE CW CONCRETE WALKWAY IR IRON ROD CURVATURE D&M - DEED/DESC & MEASURED L ARC LENGTH # PS - PARKING SPACES DE DRAINAGE EASEMENT LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR DESC - DESCRIPTION * LIGHT POLE AND MAPPER - DOT INLET LS LICENSE SURVEYOR POT POINT OF TANGENCY LSA LANDSCAPED AREA PVC PLASTIC PIPE DP DUMPSTER PAD MEAS -MEASURED R CURVE RADIUS DW DRIVEWAY ME - METAL FENCE RCP REINFORCED CONCRETE PIPE MATCH LINE SHEET 3 OF 6 R/W RIGHT OF WAY SANITARY MANHOLE S- SANITARY LINE N SDO - SHOWN FOR DIRECTION ONLY SN SIGN SWF - STOCK WIRE FENCE x00.00 - SPOT ELEVATION -SD- STORM/DRAIN LINE • STORM MANHOLE T- UNDERGROUND TELEPHONE ■ STORM INLET GRAPHIC SCALE TB TOP OF BANK O TP TRAFFIC POLE n / i TRAFFIC SIGN V V TRANSFORMER/JUNCTION BOX C3 TELEPHONE RISER TRAFFIC SIGNAL BOX 01 30' 60' 1 20' 180 TSW - TRAFFIC SIGNAL WIRE TYP TYPICAL 1 to- 60' UE UTILITY EASEMENT OUP UTILITY POLE -W- WATER LINE S WF WOOD FENCE WS WOODSHED .N. WATER VALVE ♦� WATER METER X121.8 X121.9 FND 5/8" IR 122.0 .,B #2108 �jIX121.0 121.9 - _ - 120.7X - 122.0 - 21.5 x \ FM - FM FM N 122 - 3 122.14 , � v 2 1.99 YELLOW LINE ASPHALT V121,87 4�121 52 M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Togo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg -Jan 12, 2016 COPYRIGHT © 1986 - 2016, ACCURIGHT SURVEYS PLAT OF SURVEY MATCH LINE SHEET 1 OF 6 MATCH LINE SHEET 2 OF 6 — -- — --------- ---------- 121.43,� , 121,63 ------ 121:82 12 21.90 120.83 122,18 21,66 204 'T 234 '21,65 2101 201 2 256 21 0A 18 114.7 X 253 -74 JR01 8, % — — — ---- Pp—c - - ----- 120.Q2 120,20)< 2b 121.30 78, 2 X� 02 . . .... 215 8 *208 207 119,71 121A 0)*- 121.11* 250 251 1 0 252 120,57>,(f&,,, 120,78� 12096) 121,1,7,� 117 12h8 �`121,77 9A-- 120, 0 - Af, 122.4,f 00 SD f3 236 12A4 01 199 j?mx D 122.07 212 2 9, X_ 4 2 PS- . B7 "A.71 140 f1220 01ASPHALT h2148 SID 92.13 02 19 X 121.4 0211 120. 120,54 - 192.13 Q '(01, 1 YELLOW LINE22 121 ---- ---- SD/ SET N&D 120,71 BRICK 112o,27X 0 -cgo- -_A2193 X120.4 -X1 14.9 2014 - - I 24 21 24121,77 - 21.9 121.9 21,91 120,34 120.1 1 0,29 111 LB #4475 X-11 02 12M7 ASPHALT 122,31 f321,5 12017 120 19 12038 12036 12049 12055 12071 12084 12086 121 09 121 25 121 24 91 6 119 9 119 99 rw 121,54 \X1 15�2 _(� - - �2PS� -121,96 2JPS 121J�4 A116,0 2 PS 2 1�� 2 .4 0 241 119,721 PS �PS 12 11,A3 5 �21 78 121 r , — ±�Q 4 �1 :,S 231 979 X1150 20,89 2 PS 1 PS �2 21b X1 22,42 233 G, IUR B 1 02 1 4 1 2 243 232 X� �244 - X, ----- ��2.50 12�y 121,11 4 f3306 019,JL- 120,29 120.54 120,70P 120M* 241 22.�I5 Q2 8 -RCP)_ �2�, c f321 IN V�0 f6 121.36 121.54 12173/ 122,50 119.2X W W - W W -W )0147 A 96_1 W 96 121 4 10 . .. .... -- — W ��A,23 TES w I . . ....x. 122,10 9 W ----- X121.7 T BORE - 121,18 121,42 3V20i3 W 40962 NO ID > 96C 131 w'X 122.6 908 z q&221 978 x 897 X', X1 21.9 - ----- L -120-,61 - 120M 97 19.8- \N _120A _Xj 22 %968 4973 �76 4*980 307 --- 313 W. ___ ___ 903 r 6k, \ e C�!��22 NOT PLATTED- -0,95 11 4&971 892 98 qj 900 9 \:222 906 q&,mg 22.9)0 985 OWNER: CITY OF OCOEE 0893 891ate' 0 1986 1112 0 RELOCA& MAINE STREET 1016 958 -161 880 PARCEL ID: 20-22-28-0000-00-018 - RNV)(NO DOCUMENTATION PROVIDED) FND 1/2" IR 69 884 (80 902 3V22A 10 1 a ORB 10162, PG 8909 0 ::��0885, -_X122.4 e �,79 22.6X 909 3 O'R DEPICTED ON PB 77, PGS 37-41 Ir 4 % LB #68 885 224 9 9, 7— 957 2 225 1020 431019 22. .54 N 22�\ — ------- 7 > Z�22,11 /122�O 955 226 120 db987 FND 5/8" IR X6.0 Z, \LB #2108 0227 1040 \431042 121,89 X122.5 C, // 1022 f31044 FND 5/8" IR ALSO 001041 104,119045 121AX SPHALT 61021 # � 02 FND LB #2108 889 FND\1/2" IR ",4 D 1/2" 1 R f&228 26 4M1027 876 121,7 990 NO # (BENT) LB #4334 1110 �a f3949 19229 u) 103,94D 01039 109 4*1107 > 121.68 877 f31037 1111 1108 110 / �174 f3104, 120AX I " -, 81 679 x 122.1 �2, 103 X122\1 1 13 �1 04 0 w, cN Ilb ow FH X123,3 948 f3l 0 29 1035 *1114 q&I 106 XA 120.9X033 TEST X 121.2 873 z 191028 00 BORE#3\Xl2l.5 e;,\ 43 X122.4 131030 431116 872 947 f31166 0116,9 120.4\ 163 W -9167 62 MBk 1-1 > e0173 9 18 f31164 1 161 124.8X z 18946 f11112 191171 o1,6I" 22-6 x121.4 942 1186 e411" 7' 45 1171 1179 1170 41 X 01171, li87 4 4, 1178 1180 9-1 122.1 X 06 Q939 la _45 1&1243 (&239 244 z L0 7 01250 411, 1§4,2, 13'i*1211 f31 121.2X 9269340 j936 122.7 11231 Lr) 120 %123141 LO 431249 121.031 ASPH I X122.3 431251 11214 12 47 1 237 1230 11252 01254 f&1232 X122.5 X�tia.z2"1&1260 4&1255 00 X", X 124.8 &1 (0 0 9 11 1\ > 934 1265 'a*1217 01271 0 X 122,1 z (D 931 01261 1 259 1&1211 f31274 1&1271 z c:) 6)1264 f3,1294 x 930 126) e Cve1295 2 i cllco) 13,1.0 z126,4b X a 5; LU 122A t76 122-7 W (D 927 TEST BORE--X , 977 191292 122.7 13016 122.8 X NO ID 12fl279 - A�Ael27f)1272 2� 431278 01293 X 6 ,0411112 �112 \121.8x NOT PLATTED Z Cy� 231 928, 101211 4 0 (, OWNER: COLONIAL BLUFORD LLC .0 1287f& 122.4 1288 f3lM4 db 13?5 123.2X > > 5 Lb db 1321 z 1270 W1282 0,528c 4&1289 PROPERTY OWNERS ASSN INC z of 126814 R,� 1318f3faf31322 328 �27 925 126_ 1266 290 01316 119 Lu 01283 4&1284 61 2 PARCEL ID: 20-22-28-0000-00-068 13206f31323 ORB 9986, PG 7229 401305 '4 1311 4013 1 f31317 122.3 X (TREES NOT SHOWN) 199241306 13W 1346 F&',)22 'J07 %1310 U14 *1345 ID1337 123.6 ,,,q 191343 4&1341 1336 0 124.3X 923 > e1344 66 z X22.4 1348 X1215 q21 %,,,, 131347 1339 133b 1424e 01423 e1373 00 e q? 1339 1334 92(� 191342 4&1372 01MO, 1340 1422 1352 G, 917 8019 e :i 14119 $1174431371 0368 0 (,416 , , 1375 4fl369 S,1311 01553 0&1114 914 1420 19141 1370 367 1311 01-117 cf) 913 43 135 6 > 912 1376 z el4j,1411 43 0&1366 4blmo 22 01425 131417 65 124.6X 123.4 911 4$141,3 414 191377 X123.2 1364 -all 191426 431 'm 1?2.8X 122.3X 191378 f&1363 123.2 � 4&1427 4M1412 X122 ' 5 14'4 0Q?1410 4&1379 X1221P1'362 faimi 123.9 X 1411 ---TEST Q eli 0, 380 BORE #4 X124.0 DIRT ROAD fj1383 X124,0 - - 86ge 123.6 1 32 51 4D1450 '311 101311 0 1452 �4 9@ '001312 e1114 1 31 \145 4008 14t)7.e1387 AWL 1 30 1449 138c, 142 1457 f31459 f3l4nF, 111401 43 '448 1439% 400 SET 1/2" IR 1216 11 28 e 1446 7 14 j014W 13,980 1458 144 ""0 144511444 z LB #4475 123.5 14 I -EST BORE� _x 122,9 1105 13 1 1W NO ID 04 1191 1314 8(i5e A$ 14 1436 14 <<' 122 9X 86741 8,360 124.3X 1441 e q 124.0 X 462 ��4"4'1227X 1435 122. 3X ah 1243 - -------------- - — — - - --- - — - - - -------------------------------- x 124.2 X23.2 121 SAN I SAN 1245 122A 60 84 1111111111 23.2 X122.4 121.A 1%, \ 2,29 246 0 X -F-ND- 4"x4-" CM 1 ABANDRFD lbX1228 a40 850 2f) 1219 x 4B 123.233 14'848" 85 2L#BORE #13 oA ,0 123.4 84 0K1243// o 25,0 123.3 Xp � 124,3X 1 Q x 842 862f3 -12:2 8444 ,,00!0�/ X 64.9 B414& 84,3e 84043 --x -- - - - - - - 120.8 205 1 0.7j% INV=120.92 (24" HDPE) �2 0 �x YELLOW LINE- TRACT "B" 833 122.4 63A& 66 83 OCOEE TOWN CENTER — PHASE 1 124\.9 F,300 125,60 2 .. eO Ilk- 1� V 836 .1 PB, 77, PG 37 x `C Rl" 61 124.6 X cp� 86CA& X125.2 00 OWNER: OCOEE TOWN CENTER PROPERTY OWNERS ASSN INC \7250 7260 72�f3\ Z CUt • \xPARCEL ID: 20-22-28-6156-00-002 72 -�B A GOTTER 724f3 86 X1 122Q3 43723 G .� � ,26`2 /RE TEN rION AREA LOT4 - — — — --------- ---------- ---------- --------- OWNER: COLONIAL BLUFORD LLC j 0, PARCEL ID: 20-22-28-6156-04-000 721f) 7180 71 7*� 71 710 7 \ 72 7110 XDOCOEE TOWN CENTER— PHASE 1 706 X 123� PB, 77, PG 37 LEGEND BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID R/W RIGHT OF WAY BC BACK OF CURB ELECTRIC METER MS METAL SHED Z!Z. BACK FLOW PREVENTER IM ELECTRICAL BOX MITERED END SECTION 0 SANITARY MANHOLE BILK BLOCK EL ELEVATION MONITORING WELL _S_ SANITARY LINE 40 -BENCHMARK ESMT -EASEMENT N&D NAIL & DISK SDO SHOWN FOR DIRECTION ONLY BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVID NORTH AMERICAN SN SIGN C3 CABLE TV RISER FIRM -FLOODINSURANCE VERTICAL DATUM SWF STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD NATIONAL GEODETIC x00.00 SPOT ELEVATION C&M - CALCULATED & MEASURED FEE FINISHED FLOOR ELEVATION VERTICAL DATUM -SD- STORM/DRAIN LINE A -CENTRALANGLE 6-FH FIRE HYDRANT NTS NOT TO SCALE 0 STORM MANHOLE CBW CONCRETE BLOCK WALL FM FORCE MAIN OHE OVERHEAD ELECTRIC CC COVERED CONCRETE FND -FOUND ORB OFFICIAL RECORDS BOOK -T- UNDERGROUND TELEPHONE w CF CONCRETE FLUME FOC FIBER OPTIC CABLE -OW- OVERHEAD WIRE ■STORM 0 INLET CHW CONCRETE HEAD WALL OFP FLAG POLE PB PLAT BOOK TB TOP OF BANK CLF CHAIN LINK FENCE -G- GAS LINE PC POINT OF CURVATURE UTP TRAFFIC POLE C CENTERLINE GAS METER PEP PER ENGINEERING PLANS _911- TRAFFIC SIGN CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE )o- APE GUY WIRE ANCHOR HANDICAP PARKING PG PI -PAGE POINT OF INTERSECTION 13 0 TRANSFORMER/JUNCTION BOX TELEPHONE RISER OCO CLEAN OUT HIGH DENSITY P&M PLAT & MEASURED C3 TRAFFIC SIGNAL BOX CONC -CONCRETE POLYETHYLENE POIB POINT OF BEGINNING TSW TRAFFIC SIGNAL WIRE COVID -COVERED NV :P INVERT ELEVATION POC POINT OF COMMENCEMENT TYP TYPICAL CP CONCRETE PAD IRON PIPE PRC POINT OF REVERSE UE UTILITY EASEMENT CW CONCRETE WALKWAY IR IRON ROD CURVATURE OUP UTILITY POLE D&M DEED/DESC & MEASURED L ARC LENGTH # PS PARKING SPACES _W_ WATER LINE DE DRAINAGE EASEMENT LIB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR WF WOOD FENCE DESC DESCRIPTION * LIGHT POLE AND MAPPER WS WOOD SHED A DOT INLET LS LICENSE SURVEYOR POT POINT OF TANGENCY WATER VALVE LSA LANDSCAPED AREA PVC PLASTIC PIPE WATER METER DP DUMPSTER PAD MEAS -MEASURED R CURVE RADIUS DW DRIVEWAY MF - METAL FENCE RCP REINFORCED CONCRETE PIPE N MATCH LINE SHEET 5 OF 6 S GRAPHIC SCALE E Of 30 60' 1 Of 180' 1 60' M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Topo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg - Jan 12, 2016 COPYRIGHT @ 1986 - 2016, ACCURIGHT SURVEYS PLAT OF SURVEY UPI LAKE BENNETT VILLAGE LLC 75% INT TOWN OF OCOEE FND 518" 1 PART OF LOT 14 AND 13 PART OF LOT 14, BLOCK 5 OWNER: LAKE BENNETT VILLAGE LLC 75% INT ES E HAWTHORNE SR TRUST 25% INT 0 BLOCK 5 CHARLES E HAWTHORNE SR TRUST 25% INT PB "A", PARCEL ID: 17-22-28-6144-05-08 PG 100 NO # PB "A", PG 100 PB "A", PG 100 FND 4"x4" CM PARCEL ID: 17-22-28-6144-05-08 X 120.2 LOT 13, BLOCK 5 OWNER: HAWTHORNE M CLAUDE 1 OWNER: SKYTOP GROVE LTD LOT 15BLOCK 5 PB "A", PG 100 HAWTHORNE JANET L PARCEL ID: 17-22-28-6144-05-140 NO # I , "A", LOT 12, BLOCK 5 xlim X 119.4 PARCEL ID: 17-22-28-6144-05-141 m PB PG 100 x119.4 119.7X- 119.7X _FM FM FM FM 20.8 DIRT 173 120.4 20.3 119.8x x1 1 9-5 19.2 1 20,79 FM 120� qW 0 DIRT 7 AN APRON DIR 172 OW OW 1211.2 FM 121 01 MAINE STREET X120,70 120,43 — 126.7 120�73 2"5 PR F 20-�2— FM FM C� 262 OW- Ow �w FM _OW_ 120.60 X 120,86 12 ASPHALT X121,16 -121- 1,;,. 120.80 120,69X121,22 MAINE STREET X 120,86 120,94 195 - 94 L2 , JIU2 120,92X X 120,78 (30'R/W)sl9120.71 121,32 X 121t X 3 X CL 15s X 0,151 � 157 120.6 X 3i SE ORNER OF LOT 15, BLOCK 5 120AX F N&D IP ,-FND 5/8" IR 120.7X/ X1 21.9 LB #7274 FND 5/8" IR 121-3 120.8X 59.71' LAT ILLEGIBLE 3021.3 X 121.4 1212XX N S 9'5 18"W 1.4 21.5 - — - ---- ------ ---- -- 0 Ow - — ---- Ow ASPHALTVY21 121,64 — ------- �1212 �2 122.54\ 122.25 x 121.5 OPI, 1 122,00 DIRT ROAD 192f3191 M1 121.74 Sw OF 9o38'50"E 1 T89:75'-CALC_ 40299 - — ----- 20.1 �V27� __ - - - -*2g,- *,1- 3- 177 178 1& 14 0295 28CI4&19279 2780 408 9.8 264026 0.4 21 �7 Ig THE NW 1/4 OF f3182 S89o37'19"E 1189.89'MEAS 119 8x -C:12_0--- 19L 119.4X 0143 DIRT 0 121,9 TH IAM21 - - -- 119.6X 121.9 121 N. LINE, NE 1/4, SW 1/4 297 3C19.9 X 119.3 APRON 122�� jD171 SECTION 20-22-28 122. 119.9 x X119.5 (BEARING BASIS) UP SBARBED ABANt70NED BORE fm 169 END CM WIRE FENCE HOLE #5 10040 X1201 179 201121 272 145 005 _C*� 283 OM281 100%30111006 10de 01 '1 - 22- - - _f__ 0 �ft.2[1 X1 19.7 f?266, X119.4 X119.2 0 0&146 41 294 i&270 ; 4&291 .5x 336 268 TES T is 19292 B9 2 1120 63 289 432 f3287 267f# fj38 '*'8'1' q&f3337 1,0 big xi 19,9 2111, 285 JS3�1 ii,3�181 �B 383 ,RE #7 8 f3335 u 43, 010 X119.8 0407 293 167 *v"o 00 121 �78 fro, 10" qaioe�(,' X 120.8 513ft514 f3117 bi9 19523 jj331 406 f3404 3�8 379 UtH > - < 4&148 10,009 f 388 40384 16 ; / - 121.78 _X122.0 431117 0 0 1 4 CAP"i 20.7' �122 338 381 4MI012 4D \X 120.0 s 520 _*53 40,90 60402 0 19391 4D1054 — — — — - - TES-r 403 122�01>!( X� 122,00 �2 �,%l HW X1 20.4 122,04,,/ 122,02 572 1.53 - - - - - - - * _A)_ _�01`�F 98 12 20.7' �1) 11.4 X 123.0 D1014 01064 f3516 1;239C TEST wi 4 2\ C(', qN1013 521 13327 p c) Z'X 1012 41 77 �EOR�E #9- - 1 121.7 X 1062f3 191063 43,524 13329 1p Ap 1 1 19.6 0- -CI_21 X I 4ab29 20.2 1&71 76 bN8 0&400 1 (/) -1 1- . - - 1051 z 20.1 X j&,,7 34 0395 1 STORY BLOCK X 1 20A : 410 399 tX 1121.69 21 56 4D1046 /1 52) V191 0 4) cw) S-) t:�� 4&1049 1067 43528 415315 41 J6412 qmbqc �2 1 ADDRESS #370 f31071 c8) 4��440.7 105, FFE-122.46 104718A 1048 65 497 f3510 526 537 536 19411 f&3-13 0&401 cj (NI NOT PLATTED` 073 I U68 525 527 %498 508 0 ce) co cl) x 121.8 4 1,5#414 367 :T - b-) m I " 01075 2 *1. LLJ 222 'z b� 119,7 1 m 24. 1102 X_ %",. X120.6 19.3 42. 1' 41 162 fgI088 4MM7 074 - - - - - - - - - 369 - �b 110 3 43, 46 049q 507 f3540 547 341 _W�C,5 ce) cv) 111_�, C 120. 081 $1179 496 X120.5 0 6 #3/11 LF F, 0 119,9 1)77 #�C,� lalU 60144 01 f33 4 2 363"� 3110- 7 X % --1071 e5,,19141 543 545 &',48 418 &16 cy) 0� \0164 X120.9 X121.9 121.8 X Q0 Xm.0 495 *411 34b &72X 371 364 o U) X120.8 X 121.6 -01 f31078 X 122.2 50 4M505 19,542 - 0 LL 096 4&1089 1&1082 3*05.4 - - 0363 c:) 98 1084 489 43485 X1203 166 - - - - - - - - - --- - - 0 "I 1099 el.2 011181 1115 49 4M486 109, 3 i f3487 429f3 Q 9 112 A 124 4920090i i f3488 f3445 16� IM159 494 X120.3 120.5 X 1&346362 165 f1_8.7X\7 1304a 61� E OMI140 f& 1123 x 120.6 491 )359 �1. 7 ui el 141 1139 0MI 138 f)1137/ 01 1129 481 4,1, 1-9-118 X 116.7 -TE LL1 01159 1 , 28 & f& 13482 IJ1142 I , 127 47. 71 04B0 483 $44 481430 _&20 18347 �,48 jr36b' - 11�, 4'CLF ABANDONED 122.7X 13469 478 Is 4B4 _0V4'rj3411 0421 - 0, 357 163 78. U) BORE#6 04*47s e - 35s 354 116.9 IS463 4*431 422 E#8 6�6 ui 1152 01143 /1135 * - - TEST -6- 121 7191132 SOU 1 �� EAST PARCEL — 355 OR 1144 1 3� 0349 6.5 5 43, 34 468 461 -%413 353 B 16 N86'14'08" -- - --- z _K_ 4D464 ------ 116 c _*4 _'442 424 - - - - - - - ,53 41 43449 11470 5 433 1148 N85-28'51"E_ 73k m 115 WFZ-: 114 x1 15.4 :�XQM VF3- - - 1146 4& 1133 &54 44 _j 07 1149ftII48 12 ft - &70 13460 1-1 3.0i NOT PLATTED T_ 1 14.� �� f31203 WF4 17, x 120.9 426 'E'gre- , _c1j I EST BORE f3455 452 x__ 411202 X 122.1/ SPT6 04�1 4b472 f3456 /*4 so 440 ALSO LESSAND EXCEPT 431 1/57 -1 94 0475 0439 14-6 j01191 &192 fj4 73 / *, 0"Ib, AA5.Q) — — — — — — — — — OF S0U.THEAST_PARCEL < 1194 JP461 �/ - __Z0 - - - - - -_ 1198 NOT PLATTED 0464 1195 1943a I: OAINER' DAVIS RICHARD W 119.1 57 &27 X WF5 0 4bjj,1 43 114�6 —WITNESS MONUMENT 0 DAVIS M 196 01201 01206 SOUTHEAST PARCEL TFSTI 77 ARC [A -L X 191190 431193, f31214 N. 1/2, SE 1/4, SW 1/4 4&474 __SE-T_1/2"-H:Z- t 1200 1&1205 —PARCELID_ 20-22_28-OQQG=GO-042- 1208 -22-28 ORB 2661, PG 1643-- 1227 X122.6 SECTION 20 43mg 112.9 OFFSET 110.00' N — 1222 1p 2274 q&1207 19458 4M434 �b�, - - - _X140_1 226 6.0 _c - - - - - /4&2000 X 10&5 U) I 4&1221 -- - - - - - - - - - - - - - - - - - - - -- 1224 N, MEASURED WF6 40 1999 4&435 / z - - - - - - - - - -(EO7D- -Xb6 8 131835 ELEVATION=11-i 1 225 FLOOD CONTOUR 1998 _Qb1 X 122.3 'A' -WETLANDLINEREVISED 201,5-- 0,91134 119.1x/ /0 ', " 1296, 1217 120.7X 0 00&1297 1214 1798 1812 1833 122.IX IBI220 4�, -8.2- - — - - ------ — ------ — ------ — ----- — ------ — ------ — ------ 117.1 f3 f31209 Xjq — ------ 1216 ties017w 31 4111962 Cb J / / / z —.< ) -XI 94.8 (&1299 f31218, 121.6X 4&1569 1169e �,66 OD 1211 01735 OXI 997 ELEVATION=1 17.4' $1211 191,563 1796 1838 \ \ 7 9�_ 1961q// '&&837 EAST 140'DESC FLOOD CONTOUR 4bl"56711 'X 1565 1968 S89038'50"E 140.02'CALC MEASURED 100 YEAR 1212 10134 ... 41964 p jj14 : jelloo 1213 191524 431804 1,�'j 4 ... 46121 970 Iwi 431994 1215 4* 131210 94 1 43 191499 q&,,522 191734 17120 %797 1822 49182� 1,128 1802 1839 191�18 411521 4a1561 I a 1990 Q)qqb5 4011311 401803 '841 c�// 1517 43 119.6 X 4 1329 15164 1520 4DIS62 58 qblg7q 4&1496 3 4W 801821 1973/ft,972 WF7 f) 495 1 e 431 525 f31820 4D`823 1974 4DI993 LOT 6 4M1494 1515 1519 PB 35, PG 126 1491 431 b00 0&1514 49 1527%1526 1733 19184,\ 113A/ % 1498 1731 431891 1987 1985 OWNER: CENTRAL FLORIDA HEALTH CARE PROPERTIES INC 1790 J1988 01492 55d 0 43, 1789 181815 �7 131892 4986 992 �1.v PARCEL ID: 20-22-28-4781-00-060 43 1493 55t 0"" 11120 0 0 16 1983 qjl�)84 _w &3M 0 1491 e1513 la14 1975/ 1981 X 104.3 131490 / 431 555 1737 1809 189019 01982 X1 "71.5 '01331 1 181512 431bb7 $117,1810 1889 1 C) 131489 401528 0 b1t 4t01978 _j 1502 f*1501 411729 173,3 1787 18 197 7 < 1332 01473 1& ]5b3 f31728 1739 1812 %01878 18850 ja 188� 0 LAKE BENNET CENTRE f31474 fa % 1881 f31979 eIb29 181552 1740 1813 811,88�0 018dc 4&1923 PB 35, PG 126 1472 1 8E4 115. � *2�1.2 ce) X22,6 �541 155oe/ I 115.6 1471 181488 191 487 f3?03 154�, e1727 1 7" 43 %1184 e 49 20.1 f-866 191511 193, 1470 1486 154219 4& 1726 1 996b e 0 1546 1724 - V69 I // 04936 485 1543 120.4 894 181 j91725 W4 1743 W1 7 9 -3 186b* 868 8 95 1937 ce) 1%5301 1 7142 S11134 131924 LAKE BENNET o 811484 153 / *431745 1780 1 896 193-140"32 / c:) 483 191544 1 ��,D 1744 ' Z1778e%j 1863 01872 192 1925 c:) wa"g-- ',7�Sft 782 43, 93/1 0 let /,193 191466 0 43, 749 0 17!p q31746 el 37-'* S'1'5584 01123 11�1173 1777 01779 192-7 1414 1 s)3 191747 �40 146" 179" e 3 1859 - / 11929 0 ;M1505 015,32 1541 1583 011722 1760 1753#1751 01-772 4)1 1776 1 gcy - 60 61 481914 z �1942 1941 11211 1 %115 774 '1944 4&1467 11 582 120 862 1 -1 70 01714 1943 -*1469 1 -7,, 1770/1 1913 Q, 14014 1581 f)1721 761 e1758 01,5 194, e15 9 181771 *1517 *1 75-7 191756 18481 4DI85 f11156 17 1947 0,92 9 1&1463 f)1468 TEST BORE 7 3018.7 01858 1 915117.8 9 8/ z I F 44 % IS 0,*120,7 NOID 62' 8 9 191901 1956 1390 147E 147 019W 1912 91 1949 (MI951 z ell `% / 4&1852 910 19 0 1921 113.1/ z f31533 184 6 f31480 40' 01898 19 43 X *1953 13. 49, 147140 #479 Is 6 X1 4 71 -,I's 43 ,3 176q 1� 4 14 17 1 �7, 43 TEST-j N44'35'37"E/ 17.68" X121.5 157-0 '4, 1'i'o 1899 --131906 BORE #7 __,,*All7,3 j A" , ,, 7 9 176_1 131766 1897 X118.6 0 1907 114�6 1570 7 �_ 1574 431768 401392 e1720 Ij# 1764 119041"1905 0 /01151 114�5 J61113 6 401767 N890/56'23"W 1330.09'CALC-1902 22 '1 1 2 00 207 22 2� 24 '0 �CLF T X 121.4 120.3W S89'56'23"E 817.8�' 17.6 1908 431909 -8 WF9/' )X108I.6 S89*56'23"E 512.24' --------------- - - ---------------- . ------------------ - - - - - ----------------- - - ----- - ---------- - -------- �:___ - — ----------------------------- - ------ — ---------- ------- — --------- - -------- — ---------------- - ----- --------------- --------------- ----------------------------------------- ----------------------------------------- ---------- ------------------------------------ ....... - - - - - - -- W" - - 7 119.5 X117� 7 M4( >--� DIRT ROAD 121.2 121.5 2T-6 -121 -8-- -- - - - - - - - - - ----- A 116.7 116 X 104.4 17.3 DIRT ROAD -115 1221 719 1213 1 5 119. - - - - - - - 1-222 7550 X, 21.3 7524& Q X120,0 122. 0 80 X1221 758&�. 7514& �3 0711 1 LEGEND MATCH LINE SHEET 5 OF 6 BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID BC BACK OF CURB a ELECTRIC METER MS METAL SHED R/W RIGHT OF WAY Z!Z. BACK FLOW PREVENTER IM ELECTRICAL BOX MITERED END SECTION 0 SANITARY MANHOLE BLK BLOCK EL ELEVATION MONITORING WELL _S_ SANITARY LINE 40 -BENCHMARK ESMT -EASEMENT N&D NAIL & DISK SDO SHOWN FOR DIRECTION ONLY BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVID NORTH AMERICAN SN SIGN C3 CABLE TV RISER FIRM -FLOODINSURANCE VERTICAL DATUM SWF STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD NATIONAL GEODETIC x00.00 SPOT ELEVATION C&M - CALCULATED & MEASURED FFE FINISHED FLOOR ELEVATION VERTICAL DATUM -SD- STORM/DRAIN LINE A -CENTRALANGLE 6-FH FIRE HYDRANT NTS NOT TO SCALE 0 STORM MANHOLE CBW CONCRETE BLOCK WALL FM FORCE MAIN OHE OVERHEAD ELECTRIC CC COVERED CONCRETE END -FOUND ORB OFFICIAL RECORDS BOOK -T- UNDERGROUND TELEPHONE CF CONCRETE FLUME FOC FIBER OPTIC CABLE - OW- OVERHEAD WIRE 0 STORM INLET CHW CONCRETE HEAD WALL OFP FLAG POLE PB PLAT BOOK TB TOP OF BANK CLF CHAIN LINK FENCE -G- GAS LINE PC POINT OF CURVATURE UTP TRAFFIC POLE C CENTERLINE GAS METER PEP PER ENGINEERING PLANS _dk_ TRAFFIC SIGN CM CONCRETE MONUMENT )o- GUY WIRE ANCHOR PG -PAGE 13 TRANSFORMER/JUNCTION BOX CMP CORRUGATED METAL PIPE APE HANDICAP PARKING PI POINT OF INTERSECTION 0 TELEPHONE RISER OCO CLEAN OUT HIGH DENSITY P&M PLAT & MEASURED C3 TRAFFIC SIGNAL BOX CONC -CONCRETE POLYETHYLENE POB POINT OF BEGINNING TSW TRAFFIC SIGNAL WIRE COVD -COVERED NV :P INVERT ELEVATION POC POINT OF COMMENCEMENT TYP TYPICAL CP CONCRETE PAD IRON PIPE PRC POINT OF REVERSE UE UTILITY EASEMENT CW CONCRETE WALKWAY IR IRON ROD CURVATURE OUP UTILITY POLE D&M DEED/DESC & MEASURED L ARC LENGTH # PS PARKING SPACES _W_ WATER LINE DE DRAINAGE EASEMENT LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR WF WOOD FENCE DESC DESCRIPTION * LIGHT POLE AND MAPPER WS WOOD SHED A DOT INLET LS LICENSE SURVEYOR POT POINT OF TANGENCY WATER VALVE LSA LANDSCAPED AREA PVC PLASTIC PIPE WATER METER DP DUMPSTER PAD MEAS -MEASURED R CURVE RADIUS DW DRIVEWAY ME - METAL FENCE RCP REINFORCED CONCRETE PIPE I 9 GRAPHIC SCALE 0' 30 60' 1 01 180' ill = 60' M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Topo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg -Jan 12,2016 COPYRIGHT @ 1986 - 2016, ACCURIGHT SURVEYS MATCH LINE SHEET 3 OF 6 PLAT OF SURVEY MATCH LINE SHEET 4 OF 6 123.4 X123.2 123.2 DIRT ROAD 86„ AM v v v SET 1/2" IR 1216 LB #4475 123.5 86 \ 867 ame 124.w v 124.2 SAN SAN 861 124.51111 \ \ 243 11 246 FND 4"x4" CM v 1 \�B, ,249 LB #4475 o O�R�O X125.0124 -- - - 123 � � \ / / _ - - - 122 X �za-s i ' Wiz- 1�0.7/ X120.5 INV=120.92 (24" HDPE) X I V v / TRACT "B" \ � 1245 \ \ \ \ OCOEE TOWN CENTER -PHASE 1 I PB, 77, PG 37 I J I I '2s x ,)i 1Lrz o� s �� "� OWNER: OCOEE TOWN CENTER I � �, �2� /v v v v PROPERTY OWNERS ASSN INC \ \ \xPARCEL ID: 20-22-28-6156-00-002 X� I I RETENTION AREA 3t126I2 \ \ 8,57 6`x 859 ao \ V o 120.1X I / � \ �� O YY "125.2 000�O 124.7X \ V A � cP� 200 X / TRW �� `' '✓PS�TUBOUT LOT 3 OWNER: COLONIAL BLUFORD LLC PARCEL ID: 20-22-28-6156-03-000 195 1 Y i 1 c 7 J�,>O r JO 912 141 1376 1356 'w 2-e "947 1550 �_� 11 6 / 147'1 1488 1487 03 i648 1551 1727 98Y9 1415 1�366 136Y; "." / } 1 84 1806 ^,87H ____ / / / 193 / 5. /..� 142.5 1417 414 136364 1511 1549 / 120.1 - - _ 7� / / / 1 :0911 1470 1486 / 1542 1726 f 66 18?0 193� 1426 1377 '1546 } 1a83 1893 / 1 1413 '1 1358 / t936 / / 1543 1724 � 120.4 1&69 / 1485 / X 178d' '1865 1E6& 188 1894 1 2.8X 1378 1303 172'S 1741 } 1864 / 19s7/ / 1924 122.3X 1531 / i �43 174ti 1a87 'P89's- 1932 / / / 553 38 / 42 } / 1730 / a96 / \ 1427 147? X122.5 1484 / 1F09 / !�'1744 /. 1781 '12'}b3 1872 i ' i933 3/ 11126 1 b44 � 1P7a / 14 4 1362 1361 / 1510 1`3` 1"71b 1782 1483 / 1760 1925 1379 122- 1466 / z i5 174_9 174C / i / 193E � r�j 14 1 1410 X- .'TESL- / 1158 1773 1777 1779 / / / 1 33 1414 / ,93,- 1584 1723 1380 BORE 1as� / 1504 i 17a 17 174y 1as9 � � 123.6 w 14 3 1383 / 1505 1'.'192 / 1941 176U 1711 1771 = / 1927 / 17z2 18 3 � 942 1J28 / ^ / 1 32 'i 4,51 / 1GE( 1941 / 1954 / 7 / 15a2 1120P 1759 i - 16f2 19 1944 CO 1400 1467 15a6 158'3 !' / / 1722 176Et 15�7 - 18Pi1 1774 1914 / 1409 '1382 1384 'i 4ti9 / 1155 / 1a56 1913 / 194"" 13S'P i386 t510 1764 'PB., / / 195a / N 1 31 1482 1761 1758 i 1,,, 1 9 '145 1A08 14G7 14 15£31 1721 1771 1 1488 14,1 1507 / / 17� 1756 / / 18-5 - 1947 1946 13H7 14G3 / TEST BORE 1s4a 1s51 917 / 191'1 1 30 \ 1449 / 1536 i 1459 1406 1386 / / 153 Y120-7 NOID / X118.7 1fli58 M1915 i 117.8 7948 oil 1a52 / 192a , srs 142.. 1457 144tt 1401 / / 1',5.35' E2' 1844 1849 1901 19i1 1921 / / IN / 1428 1460 144C� 144-r 1438 1405 14.03 1401) 13a8 139 T 1&9 1A7,>1476 i479 / / / 1783 2� 184a 1846 184Y 1850 / / 19p8 1912 1916 1949 / 1'57 4 9 / - 1498 }444. 198.7 / / 1910 1 19 , 1963 / \ 144.5 '}'56g 113.11 �a� i 769 TEST N44'35'37"E/ 17.68' 1 4 / f TEST 3DORc 5oa 146 X122.9 121.s 1477 / 1,...3 / 1. 7 16a6 / / BORE �F� r 6s 9n6 i 14 44Q 143 � 1399 X / i571 > -7g 1766 M1&97 X 1899 / / / 114-6 \ 157 1. 1764 0 " 1904 195t1 114.5 / 1441 14U 1. � 1394 _ 1763 1907 � d / 7768 / / / / � 14434 43 ,93 1392 ,z° / 1.:74 172a 1767; N89,5623 W 1330.09 CALC-19a2 19a� 1462 122 7X 435 122 3X X 121.4 / 176: / i 9a3 / a3 _ - S89°56'23"E 817 8� i 909 i 10 .6 ._.__ ____.-.-.-.-.-.-......._...-__.__...._..,.................,_._.... --------------------- ........._C._-...._..�..._,..._ .____._�_�_�- 120"3 -- _--___ -_... ......... -._.. _,.._.,.._. ., ----_----------------- 17.6 / 1u0& fl?(, 195fli -�/ WF9/ i / - - E - r X123.2 122.4 121. _. _ - -- - - - -_ .__ .__ -_ - _- _� - __ 119.5.- - -. - - .-. -. __ / X _ M 4x - 117 6 i / / DIRT ROAD 121.2 - - - 21 S - - - - -- -- - - - --19-1 - s.7 121-5 121.6 - __ - _ - - - _ /._. 1 --_. _ _ A 116. 23.2 V 1224 _ 121, - - '- - - - - .- - - - _ - - - - - - - -- -- - - n.e 17.3 DIRTROAD v 122.2 _ 749 122.2_...- - - - - - 1z21 -- 121.3 _ _ 12� V 8 0 / / 8C1t+�Cb� 'y? 120. 22,9 X \ X675,913 X121.3 7 o rt .2Q..2 _ - - �--. - 122. "tea .F99 01 &02 16.5 / 1 / 123.3 122.8 fi5 - \ 121.9 750 _ � ABANDOND D e4 122.3 I I 123.3 \ 84- 847 861 756 7..1 X1 -. _- -- -- .-- - .- -- - - - .- _ / / x118.0 115-3 X BORE 1a / / / 123.4 846 \ 23.3 48 757 7{i4 / / FND 5/8" IR � / / v122.QX � I \ / 19. / / \ / ILLEGIBLE /'x2% / / I / V A .7a7 '4 / 792 / 118.5 a'12 W FA \ 842 o3< 5t 789 / o ti �titi� / / / / ao. as 80r \ Ei44 \ 843 8Pi 84t A 75,9076s 7.' / 779 77.. /' 18" 7H7 :..a �r8i /� �N / / / / 810 / 807 c 4 / ^� e '1 / / 827 77 77�. 776 77c 753 / 784 122.4 837 83,�7a� 0 778 7fl1 7 900/ 79343 83. 80 X83.. f6 n4 P68 69 771 Z7F 7F3iJ / 76; \ 831 a32 836 X116.2 / 121.2 732 1 747 117.2 / / t� /8;3 WF11 N 727 / 730 X °135 737 73fi 74. / 746 / / z / / 817 / 82013 \72.: ra. 731 I 13. 74r. / / / / a1a 72 728 733 dC / / / / /^' X12z.1 72213 \ 723 / 8 K 10 3 9 / / 707 73e 74a 74 776 r713 710 716070� log 7430 a7171L ^ 72143 X123V171 708 / / / 82� \ 74� / / / / / WFf2 / 7-47 / / / / / / 113.0 \ 698 700 6& 6a. 79 7950 #S/ /// 692 6"5 s9s eaz 651 / // / / /s41 / / / / / NOT PLATTED 697 �,) 7a, 65 691 693 �\ OW ER: COLONIAL BLUFORD LLC' / / / / \\ 6400 PAf CEL ID. 20-22-28-0000-00-020 I 64` s4; 47 4� s/44 //a/ �/0 43 / / / ^ / a'� ORB 9986, PG 7229 / 7K / / x N / / / V A / 663 662 s� s29 sw4 sa6 / / / 11s.a / f / / / se sss ss / / MEASURED 100 YEAR 6 fi6 6e 65. 3 / / j 66� s67 V I � / 1 041 � / ,��2 / / FLOOD CONTOUR 116.2 X WF � / / / / i / / o� \ 6.6 ( / TRACT TE 7 / / / / ELEVATION=117.4' / a.9 OCOEE TOWN PB77EPG 3R -PHASE 1 X / 7: J; / �118.8/ / \ Xaa2.a s / / `12a�s / / / / / /� / / / O A 6 0 35 �71 674 17 aa., 5fi8 625 6a3 63 / 6 6 / / i OWNER: OCOEE TOWN CENTER 1-, 972 677 626 \ � 67a �a' 634 I � / / / ''° 7 �' / I I „6.1X / / / i / � % % i , / i / i ! /' / / , / PROPERTY OWNERS ASSN INC 6"7 \ 673 \ X 121.6 V / / ry -b / 1 / / /�� / / X103.6 PARCEL ID: 20-22-28-6156-00-003 / 1 go 622 / / 63_ / 638 \ 66 . 66 \ 51. 58a� � sza 6210/ 6s1 631 � / N N / S'6s7a 51I 115.6 �614 61L0 /1/ / 11s./aXi /'VF14 4 61 617 6ti6 // // 6 58 6184M 92X i/a.r5 /X i112/.8 16 570 ^ / / / 612 X1 1. , ^ti � N �m 607 6'1 ti 699 / X 123.6 57 5aa / �9 / o m s e'85684 / \ \ 578 581 / I I �v // Pi. X /608 / 577 689dh I 121sX / �' � / / / / / / / / / X1o7,a �s sGaals V/69 I //m / / //SAN n.XUT 59. l N STUB b� / / / / X104.1 571 Z a v 566 >s / / / G 5 68 � A 118.7X / / / / W �15 A \59 P X�18 j V22.0/ / / / / / \ 4150 5 6 \ 57z s7 / 4.7 \ \ X 24.2 a5_ V A / /�121 s H a57 \ / / / ry / / / 1 7X \, A 119.4X/ �' \ - s 125 \ 674 / / / / ,� 2 off` \ 5.73 / X125.4 \ \ / A \ R X1z'1.7 / / / 5s6 X7n.1 \ 123.2 \ / X 1226X r. A, 97 v _ _ _ g�CV�OU 1►L 1(21 X/ i / /LAKE BENNET 0 -6G6 1zs�"\ � �QSD 2a.1s _ z�a1 �22� W% 1 � _ / G1 iz �244z�0 \ 23.a9 v YELLOW 122NE I N / / / / / ,76 �Y�►�- / I / k11Z8 / ASPHALT x12as7 L' 7_ , r� 'J i i 1 rE g� � 124.2s 122.64 1247ak'a7` m 5' % 4 3ar*: 1 4 n z4 07 ... 123 39 �2 m T-' 122-99 %� I / / / / / / O - - - n / WETLAND LINE/REVISED 201� / DOCOEE TOWN PB, 77, PG 37 CENTER PHASE 1 ; eAR _ �� Y-=�sr��- -..� .,5: IN 47 X124.514 X 123.7 n 122Z 05 r� IN, IS1'2 °' /112.BTRACT A�12251BARo�/32.00' PRIVATE ACCESS 22.56j < /�/ �� MEASURED lob YEAR / / / / / / / / / 6, 4 YELLOW LINE 23-96 N X1zz / / / FL D CONTOUR/ / / X INGRESS/EGRESS 227 x117-8 LOT 2 DRAINAGE AND UTILITY EASEMENT z ELvATloqu=117.4 I OWNER: COLONIAL BLUFORD LLC OWNER: OCOEE TOWN CENTER N o 116.5 PARCEL ID: 20-22-28-6156-02-000 PROPERTY OWNERS ASSN INCLjj PARCEL ID: 20-22-28-6156-00-001 I - / / / / / / X �06.1 LOT 1 00 OWNER: RACETRAC PETROLEUM INC N / 0 0 PARCEL ID: 20-22-28-6156-01-000 111 59.7 591-1 I I I WF18 s.0 W I 594 / / �s9"aUJ / I /X 112.9Lu I 116.2 / 116.4 X\ 592 35' 35' WF19/ LEGEND BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID R/W RIGHT OF WAY N BC BACK OF CURB ELECTRIC METER MS METAL SHED �♦ BACK FLOW PREVENTER ® ELECTRICAL BOX ® - MITERED END SECTION . SANITARY MANHOLE BILK BLOCK EL ELEVATION 0 MONITORING WELL -S- SANITARY LINE 40 -BENCHMARK ESMT -EASEMENT N&D NAIL & DISK SDO - SHOWN FOR DIRECTION ONLY BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVD - NORTH AMERICAN SN SIGN ® CABLE TV RISER FIRM - FLOOD INSURANCE VERTICAL DATUM SWF - STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD - NATIONAL GEODETIC x00.00 - SPOT ELEVATION C&M - CALCULATED & MEASURED FFE FINISHED FLOOR ELEVATION VERTICAL DATUM -SD- STORM/DRAIN LINE A CBW - CENTRAL ANGLE CONCRETE BLOCK WALL +.FH FM - FIRE HYDRANT FORCE MAIN NTS NOT TO SCALE • STORM MANHOLE - OHE OVERHEAD ELECTRIC CC COVERED CONCRETE END -FOUND ORB OFFICIAL RECORDS BOOK -T- UNDERGROUND TELEPHONE /� / CF CONCRETE FLUME FOC FIBER OPTIC CABLE OW- -OVERHEAD WIRE ■ STORM INLET ,( V CHW - CONCRETE HEAD WALL O FP - FLAG POLE PB PLAT BOOK TB TOP OF BANK CLF CHAIN LINK FENCE -G- GAS LINE PC POINT OF CURVATURE O TP - TRAFFIC POLE E CENTERLINE ® GAS METER PEP PER ENGINEERING PLANS i TRAFFIC SIGN CM CMP CONCRETE MONUMENT - CORRUGATED METAL PIPE )o- APE GUY WIRE ANCHOR HANDICAP PARKING PG PI -PAGE POINT OF INTERSECTION 13 0 TRANSFORMER/JUNCTION BOX TELEPHONE RISER •CO - CLEAN OUT - HIGH DENSITY P&M PLAT & MEASURED C3 TRAFFIC SIGNAL BOX CONC -CONCRETE POLYETHYLENE POB POINT OF BEGINNING TSW - TRAFFIC SIGNAL WIRE COVD -COVERED INV INVERT ELEVATION POC POINT OF COMMENCEMENT TYP TYPICAL CP CONCRETE PAD IP IRON PIPE PRC POINT OF REVERSE UE UTILITY EASEMENT CW CONCRETE WALKWAY IR IRON ROD CURVATURE OUP UTILITY POLE D&M - DEED/DESC & MEASURED L ARC LENGTH # - PARKING SPACES WATER LINE DE DRAINAGE EASEMENT LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR WF WOOD FENCE DESC - DESCRIPTION LIGHT POLE AND MAPPER WS WOOD SHED DOT INLET LS LSA LICENSE SURVEYOR LANDSCAPED AREA POT POINT OF TANGENCY WATER VALVE PVC PLASTIC PIPE ♦� WATER METER DP - DUMPSTER PAD MEAS -MEASURED R -CURVE RADIUS DW DRIVEWAY MF - METAL FENCE RCP REINFORCED CONCRETE PIPE S GRAPHIC SCALE 1 1 • 1 1 • 1 X 104.4 LAKE BENNET S89'56'23"E 512.24' LESS AND EXCEPT- --S. 1.96 CHAINS OF SOUTHEAST PARCEL M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Togo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg -Jan 12, 2016 COPYRIGHT © 1986 - 2016, ACCURIGHT SURVEYS PLAT OF SURVEY 129 127 1.fi X119.7 Q/ 6 634' PLAT 5 X120.5 �119.9 X120.7 9. X 121.6 944 X 1225/I 120.7 131 132_� 134 133 / X119.5 / 105 / S89°55' '1"W 4/865. 1z'ME ow ow - 1,B o 17.9 DIRT ROAD 7.9 X WITH FLOODWAY= 101.7 111.7X � 48" OAK 1152 \ 4 OAK €( X11,.3 BASE A..�..1`1..�'D R.. E'y,. � I 112 X 100 (Wi 6' i1 IOU � I""I_ �@.sg`I..�k�81a'i' F ) 111.3 �+ q WF46- X 6.2 08 0a 110 3.1 N 61 101 49 X109. SET 1 /2" I R �� 116.5 123 X 113 114 1 1 [317 PLAN E 6 :,a 9 09.5 LB 475 \ \ \.._�� 317' PLAT _ �- OW O OW - OW OW UP 65 0 0 n o s r', �7.1 115.8 _ _--------� 11 .a / / 0 08 W \ \WF �' x96.1 SET 1l2" (R \ \� VACATED MAIN STREET R/W 116.5X 76-A dN ST (R 4 VA IES) - „5^ 55 122 / X116.4 121 118 X115.7 / 138X117.1 141 x - - _ X116.4 1'IJ - 117 / 137 139 6 X117.1 -. - - - -. 0._ - X 118.0 LOT 6 PB 35, PG 126 OWNER: CENTRAL FLORIDA HEALTH CARE PROPERTIES INC PARCEL ID: 20-22-28-4781-00-060 TRACT "A" LAKE BENNET CENTRE LOTS 2, 3, 4 & 5 REPLAT PB 42, PG 37 X111.4 rs 30, M 'ems a6 '3 0, �, Q ' (PER ORB 4926 PG 3959) Lb 44475 13. o� v rp >bX 9f3,113.0 67 69 70 42 ~5'5"W 425 .95' M EAS i \ 47 1 .9 09 \ S89°51'15'W 177.01' N _ n> \ \ S89 51 15 W 248.94'_ 114. 113. 112.6Ojv\ 94 - _ . _._ - - -Afk - - _ - 3" W 49 \ 112.5 Aga - ..._ __ 111 _J- _ - - _ �ti `rr„\ 1 -- 4.0 �-- \ X 110.7 - - 3q \ g \ s v SET 1/2" IR „2 -_- - - - _ _ v� v TRACT "B" 7q / - - 113 .- - �A3_- - �� `� \1 7 VA \ _ A X112.4 LB�#4475 _ \ c - - - - x V DIRT ROAD 7y i i / 14.L 4 55 as-6 - _ L - - A X O aX - -X - - - _ \ \ \ \ \ \ \\ \ \ \ RETENTION/DETENTION AREA 4 / - _ _ VVAAA 29 E \ 4 \ VA A A V PB 35, PG 126 106 \ y 103 115 105 10 / / / X - ,_ _ 114 3 T' 1 5V AAA A VA \ . V A V A - -�E X11sa 3K 4_aX 4 5' CLF 9 \ \ \ \ 115.3 4 4 `� / 11�-9 - - 713 114. A \ A A \ _ - _.- \ 113. / 4.7 X\ \ \ \ \ \ \ \ \ \ 115.7X \ 60 X112.6 113. (V A i 1,0 7 UU� 77a \ \ \ \ .. .- - 1os X11�.7 \ A \ 100.2 \ 13.3 V V V A V A 105.4)CA\\ VAA\ VA V A \75 V A \ \ 105.5 � 57 ec � A �>' y v�y vvvvvv Vic° \VAA\VAVA \ VAVAA\VA V \ X986 \ 115.3X I�� 101.81 (�' RCP)\ \ \ \ \ \ X1L1V�\v v vv O Xvo51 \\ lsso\VAA\ VA V A v vim, Ay v v A v \ Z \\ VAVA \ VA \ V V A \ 4 114s �r3 ��, Av vv vv vv vv �P, os \VAA\ VAVA VAAVA V A X99s V A \ is v X1T4A\ AA vvAo AAVAA\ VA AnVA7AA A \ V A \ \ 55 v 3s v v°. v vv v v vvA V A A \\ VA V A V A \ 116.7X \ \ V > �\ vvv VA vvA V A\F�ETENTJbN/DE NTTO% 5VAAVP A \VAVAAVVAAV1�A4. X \A A\ \ V \V A V A \ \ A\ v v v \ v TRACT "N " 96 CONSERVATION EASE MENT 776" PB 60, PG 929a ( 15.a � � v pp O � v v vvv vvvvvv A ��\ VAAA VA VA A V \ en V 99.0 A vv vv y, v \ \ \ \ \ \ \\ \ \ INV=96.96 (24" RCP) � / 1ia� v � y, v vv vvv vv°s V A\ VAA'\ VAAVA VA A A A \ >Oo �9.a ism X 7 �1142 �7 \ 4v A� v v� w� soy \ \\ AAA VAA VAAA os V=10Q.99 (24" RCP) \ / v v 1 114.ay O vv vv \\ \ VAAVA y V v A i // vv73 v� v. vvv e0A\ VAVA VA '� V'OsAA v v O �� AAA a ,�A8\ V� \ X� �i�' /1�.5i�°>aw v72v v 77S �� vv \ VVA VA ° V AX v ii s �� VAVA �x v �� 71 _ � � �tQ7.5 C (PEP) /EI) 107,629 O (/ Pk 7Q�4�(( / ��'0 �� V A \ v a 4.z 74yo� vimv �z VVA A\�6\Vv ��v A //X10 GT Ivv v 5' CLF vvvv s\ A v7\ �IQw �A A 5` �F� 118.4X l l l l/,r� C • \ \77,6X \ \ �7V A / 89 90 TRACT "I" 77°aX 114.5 X oRETENTION AREA EA INV=108.14 (18" RCP) 7A V O 5YY DRAINAGE EASEMENT z.I(2 PB 60, PG 92OA CP\ \0�. X 4.5QLFX107-5 \V 5'C'L ) 14�/ 1145 X RETENTION AREA X107.2 \VAA A 11478`'*, EB r / / / X svvvvA\ 4.76� o V� `� w INV=103.06 (18" HOPE) V A 114 82 ', STATION X107.6 Av v v v v p0 EB \ (1os oas RETENTION AREA \ \ A� \ ��0 m �e V A 07 \ \ 114.42 A � '\1os1�-1o7\116. 4 TRACT "C" 10,10,000 / a / / �......_ �14a \ 0--„,08.3 RETENTION/DETENTION AREA \ \ \ \ a. 19s C10 D vvvvvv \ o i / PB 35, PG 126 > �t11,r5/,? h' sv 17(4p( 114.9 °' � �� ti, > V � � w "' X1Q.7 I �\ �1a9a 1�0i.6 108- ( > _. \ _-ro7-1X_-_ - W7 4 - - - 1..8-- - _ms - i 5' CLF a� o A, \ O� '>Q V C1 4 Z CN 07 - - _ 7 , -_ .- - - 0 110- _ - - - _- /// \ lam/ �e ►� 5.z 85 O 3.9 .- 14.3 _ - - - 114.0 - - SID F� c. 775.j .58 ---7C-- -'f0 11. 2 - > - > N -T'I8. 3 �^ 114-7 5' CL 115.1 114.E AI`*. ~Y \ (",k'L' O 116 69 15.0 114.5 ti ., ...-_ 663 _------ 1 ---- - -9( 5.18 / /0� CO - ��" -._ __ - _. ® - 1115.SX 6.0 RETEN!6f.}N A x 114.8 �'',I�".._116i 9 115.7- �14.C� > \1 14 16\ / Q r YELLOW INE t„J _ 11474 1,16 115.4 ,16.1 ,� 115.7 115.E A >>2 . ,y. 7i om X116-9 'n 116.5 X 117AX 10 �� C \� �� 114.58 �'p��d8 1146E/P m. s W 16 I W 114.8 �' 1 4-51 ASPHALT 9�f °k^k9� 115.05 V 114,73 /�115.15 0 114.58 tm aC115.26 LAKE BENNET CENTRE vi �. , ZLOT "E" PB 35, PG 126 49 / M115,34 APB 60, PG 92 �13.I h ti 7 116.2X \ J I � X d X \ 11419X 114.E j 1 > X. A N A r LEGEND BB BOTTOM OF BANK EASEMENT NUMBER ML METAL LID BC BACK OF CURB ELECTRIC METER MS METAL SHED R/W RIGHT OF WAY i♦ BACK FLOW PREVENTER ® ELECTRICAL BOX ® - MITERED END SECTION . SANITARY MANHOLE BILK BLOCK EL ELEVATION 0 MONITORING WELL -S- SANITARY LINE 40 -BENCHMARK ESMT -EASEMENT N&D NAIL & DISK SDO - SHOWN FOR DIRECTION ONLY BPC BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVD - NORTH AMERICAN SN SIGN ® CABLE TV RISER FIRM - FLOOD INSURANCE VERTICAL DATUM SWF - STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD - NATIONAL GEODETIC x00.00 - SPOT ELEVATION C&M - CALCULATED & MEASURED FFE FINISHED FLOOR ELEVATION VERTICAL DATUM -SD- STORM/DRAIN LINE A - CENTRAL ANGLE 6-FH - FIRE HYDRANT NTS NOT TO SCALE • STORM MANHOLE CBW - CONCRETE BLOCK WALL FM FORCE MAIN OHE OVERHEAD ELECTRIC CC COVERED CONCRETE END -FOUND ORB OFFICIAL RECORDS BOOK -T- UNDERGROUND TELEPHONE CF CONCRETE FLUME FOC FIBER OPTIC CABLE OW- -OVERHEAD WIRE ■ STORM INLET CHW - CONCRETE HEAD WALL 0 FP - FLAG POLE PB PLAT BOOK TB TOP OF BANK CLF CHAIN LINK FENCE -G- GAS LINE PC POINT OF CURVATURE O TP - TRAFFIC POLE E CENTERLINE ® GAS METER PEP PER ENGINEERING PLANS i TRAFFIC SIGN CM CMP CONCRETE MONUMENT - CORRUGATED METAL PIPE )o- APE GUY WIRE ANCHOR HANDICAP PARKING PG PI -PAGE POINT OF INTERSECTION 13 0 TRANSFORMER/JUNCTION BOX TELEPHONE RISER •CO - CLEAN OUT - HIGH DENSITY P&M PLAT & MEASURED C3 TRAFFIC SIGNAL BOX CONC -CONCRETE POLYETHYLENE POB POINT OF BEGINNING TSW - TRAFFIC SIGNAL WIRE COVD -COVERED INV INVERT ELEVATION POC POINT OF COMMENCEMENT TYP TYPICAL CP CONCRETE PAD IP IRON PIPE PRC POINT OF REVERSE UE UTILITY EASEMENT CW CONCRETE WALKWAY IR IRON ROD CURVATURE OUP UTILITY POLE D&M - DEED/DESC & MEASURED L ARC LENGTH # - PARKING SPACES WATER LINE DE DRAINAGE EASEMENT LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR WF WOOD FENCE DESC - DESCRIPTION LIGHT POLE AND MAPPER WS WOOD SHED DOT INLET LS -LICENSE SURVEYOR POT - POINT OF TANGENCY WATER VALVE LSA LANDSCAPED AREA PVC PLASTIC PIPE ♦� WATER METER DP - DUMPSTER PAD MEAS -MEASURED R -CURVE RADIUS DW DRIVEWAY MF - METAL FENCE RCP REINFORCED CONCRETE PIPE W CENTREII 1 17 S LOT 8 I LOT 9 PB 35, PG 126 PB 35, PG 126 I SEDALIA STREET (50' R/W) 114 114.£ 14.86� o r 7 i 7 _T r: YELLOW LINE - 114.75 114.70 X 114.65 X WHITE LINE - TT I TIER -.--- - 114 67 7 _._.- 114 65 X 114.69y COMMON AREA LAKE BENNET MEDICAL CENTRE CONDO ORB 7076, PG 2738 GRAPHIC SCALE 1 1 • 1 1 • 1 .p Z mj W _ - ) LU � \ I J � � W i 1• 1 ,A \ 1,3$7 li %�t1� MLLj 7 a Z Z� `'`��, 114 57 ,:t 114.60 x �a, 114801 n J,A' c J A l '�114.96 W ..:...114.81 "Op 114,43 E/P O _X 114.64 CWHITE - 4.30 ®0 y T LINE ASPHALT Q ., ('``' 4.67 c A-7s Cb - 4.53 n 0 ASPHALT' y YELLOW LINE 14.32. -D .� D S. 114.46 v , - �114.89 115.05 a.'3�� 1 t'..i- \ / 114.67 T IT A os -0 r, 114.56��-, SD11402 14 8 SD 115, = W E/P r \l W 7:7 Z_ Z J F r H _ I I ( 0 M:\R-Z\VPAC\VPAC-02 City Center of West 0range\VPAC-02-001 Civil\Survey\Togo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE. dwg - Jan 12, 2016 COPYRIGHT © 1986 - 2016, ACCURIGHT SURVEYS I " WAMIVk TREE CHART STRUCTURETABLE I - 16" OAK 1 40 - 1 A, OAK 279 8"' CHERRY 4�18 15"OAK 557 9:'OAK 696 - 17" OAK 835 18" OAK 974 24" CIAIK I 11 3 - 6" OAK 1252 9" OAK 1391 20" OAK 1530 - 7" CHERRY 1669 - 34" OAK I 808 - 12" OAK 1947 - 6' CIAK 2086 - 2-28" OAK 2 - 17" OCK 141 - 19:: OAK 280: 24" OAK 4 9:15:� OAK 558: 8'OAK 697 - 121: OAK 836:16" OAK 975:16" OAK 11 14 - 8" CHERRY 1253:16" OAK 1392: 20" OAK 1531 - 7" CHERRY 1670 - 12" OAK " 809 - 2-8" CHERRv 1948 - 6' OAK 2087 - 2-1 1 " OAK *TOP= 1 14.65 TOP=12520 *SE 3 - 20" OAK 4 - 19" OAK 142 _ 10 CHERRY 143 - 17" OAK 28' _ 6" OAK 282 _ 24" OAK 420 _ " O', OAK 421 -20 OAK 559 , i,:: CHERRY 560 - ,12 OAK C98 - 16,' OAK 699 - 2-13" OAK 837 _ 9" OAK 838 _ 22" OAK 976 - 16" OAK 977 - 7" OAK 11 19 - 12" CHERRY 1, 11 6 - 13" OAK 1254 -,3" CHERRY 1255 - 17" OAK 1393 - 9" CHERRY 1394 - 12" OAK 1532 - 7" CHERRY 1533 - 27" OAK 1671 - 2-20" OAK 1672 - 9" CHINA 1810 - 6" OAK 1811 - 8" CHERRY 1949 - 7" C I ERRY 1950 - 3-19" OAK 2088 - 20' OAK 2CS9 - 2-24" OAK N. INV=109.25 (18" I INV=108.04 (18"PVC) & INV=109.25 (18" RCP) E. INV=107.99 (18"PVC) 5 - 18" OAK 144 - 12" OAK 283 - 19" OAK 422 6" OAK " 561 - 14" OAK 700 - 13" OAK 839 - 26" OAK 978 - 13" OAK 11 17 - 2-14" OAK 1256 - 15" OAK 1395 26" CHERRY 1534 - 21" OAK 1673 14" OAK '812 - 8:'OAK 1951 8" OAK 2090 - 71' OAK E. INV=109.15 (18" RCP) NW INV=l 12.16 (8" PVC) 6 -19" OAK 7 - 18" OAK 145 - 17" OAK 146 - 21 " OAK 284 - 8" CHERRY 285 - 8" CHERRY 423 - 11 OAK 424 - 562 - 9" CHERRY 563 - 24" TREE 70,1 - 9" OAK 702 - 1 1" OAK 840 - 38" OAK 841 - 27" OAK 979 - 19" OAK 980I - 2-18" OAK 11 18 - 18" OAK " 1 19 - 'I 0" OAK 1257 - 1 1" OAK 1258 - 8" OAK 1396 - 10" CHERRY 1397 - 15" CHERRY 1535 - 6" CAN 1 536 - 14" OAK 1674 - 20" OAK 1675 - 8" OAK 18 1 3 - 8'OAK 'I 814 - T" OAK 1952 - 6' OAK 1953 - 2-21 " PEAR 2091 - 26' OAK 2092 - 26' OAK 8 -19�: OAK 1 47 -15:: OAK 286 - 19" OAK 425 - 8" CHERRY 564 - 18" OAK 703 - 17" OAK 842 - 20" OAK, 981 - 1,83" CHERRY '120 - 1 I " CHERRY 1259 - 8" CHERRY 1398 - 1 8" OAK 1537 - 3-7" CHERRY I 676 - I 5" OAK 1, 815 - 15" CHERRY 1954 - 12" OAK 2093 - 9" OAK #TOP= 1 14.89 TOP=125�03 #SE 9 - 20I CAK 148-22 OAK 287 - 2-20" OAK 426 - 7" CHERRY 565 - 9" OAK 704 - 9" OAK 843 - 12" OAK 982 - 12" OAK 11 21 - 1 0" CHERRY 1260 - 1 1" OAK 1399 - 9" OAK 1538 - 8," CHERRY 1677 - 13" OAK 'I 816 - 2-6" CHERRY 1955 - 15" OAK 2094 - 19" OAK BOTTOM=105.87 INV=121.64 (18"RCP) 10 - 20" OAK 149 - 20" OAK 288 - 18" OAK 427 - 5-10" OAK 566 - 2"' OAK 705 - 15" OAK 844 - 25" OAK 983 - 23" OAK I 1 22 - 17" OAK 1261 - 12" CHERRY 14100 - 19" OAK 1539 - 7" CHERRY 16/8 - 7" CHERRY '817 - 6" CHERRY 1956 - 2-11 " CHINA 20I95 - 18' OAK *UNABLE TO SEE PIPES* 11 - 20" OAK 150 - 28" MAGNOLIA 289 - 30" OAK 428 - 11 " OAK 567 - 25" OAK 706 - 12" OAK 845 - 26" OAK 984 - 6" OAK 1 1 23 - 2-12" OAK 1262 - 12" CHERRY 1401 - 14" OAK 1540 - 7" OAK 1679 - 7" OAK 'I BIB - 8" CHERRY 1957 - 14�1 OAK 2096 - 12" OAK TOP=124.79 * 12 - 21" OAK 151 - 48" OAK 2901- 2-9" CHERRY 429 - 9" OAK 568 - 14" OAK 707 - 9" OAK 846 -1 0" OAK 985, - 10" CHERRY 11 24 - 12" C ,HERRY 1263 - 8" OAK 1402 - 8" OAK 1541 - 9" CHERRY 1680 - 13" OAK '81 9 - 6" OAK 1958 - 22" OAK 209 7 - 14" OAK 1 14.46 NE INV=121.36 (18"HDPE) 13 - 2-16" OAK 152 - 2-12" OAK 291 - 6" OAK 430 - 13" OAK 569 - 12" OAK 708 - 13" OAK 847 - I T' OAK 986 - 9" CHERRY 11 25 - 15" OAK 1264 - 10" CF-ERRY 1403 - 6" OAK I 542 - 6" CHERRY 1681 - 38" OAK 1, 820 - 8" OAK 1959 - 6" OAK 2098 - 7" OAK WTOP= . INV=110.96 (15I'RCP) BE INV=121�50 (18" HOPE) 14 - 4-8" OAK 153 - 6" OAK 292 - 8" CHERRY 431 9" OAK 570 - 19" OAK 709 - 15" OAK 848 - 19" OAK KK7 - 9" OAK 'I 126 - 20" OAK 1265 - 14" CH E ,'RY 1404 - 12" CHERRY 1543 - 6" OAK 1682 - 26" OAK 1821 - 9" OAK 1960 8" OAK 2099 - 6" OAK S. INV=110.99 (15"RCP) 15 - 20" OAK 154 - 1 0" OAK 293 - 2-15" OAK 432 - 9" OAK 571 - 22" OAK 710 - 24" OAK 849 - 19" OAK 988 - 6" CHERRY '127 - 2-7 CHINA 1266 - 8" OAK 1405 - 9" OAK 1544 - 8" CHERRY 1683 - 4-18" OAK '822 - 9" CHERRY 1961 - 7" CH PERRY 2100 - 8" OAK TOP=125�01 * 16 - 16" OAK 155 - 9" OAK 294 - 2-18" OAK 433 - 9" CHERRY 572 - 9" OAK 711 - 19" OAK 850 - 2-18" OAK 989 - I 0" OAK 11 28 - 13" OAK 12C7 - 8" CHERRY 1406 - 13" CAK 1545 - 6" OAK 1684 - 26" OAK 1823 -14" CHERRY 1962 - 6' OAK 2101 - 8" OAK #TOP= 1 14.16 NW INV=121.21 (24" HI 17 - 18" OAK 156 - 2-7" OAK 295 - 21 " OAK 434 - 8" CAMPHOR 573 - 30" OAK -1 12 - 1 F OAK 85' - 1 7" OAK 990 - 6" OAK 'I 29 - 18" OAK 1268 - 8" CHERRY 1407 - 7" OAK 1546 - 6" CHERRY 1685 - 2-18" OAK '824 - 12" OAK 1963 - 14" OAK 2102 - 15" OAK NW INV=l 10.06 (18" I SW INV=121.30 (18"HDPE) 18 - 12" OAK 157 - 8" OAK 296 - 16" OAK 4 35 - 19" OAK 574 - 24" OAK 713 -18" OAK 852 - 15" OAK 991 - I 1 " CHINA 1, 130 - 15" OAK 1269 - 8" OAK 1408 - 7" CHERRY 1547 - 8" CHERRY 1686 - 20" OAK 'I 825 - 8" OAK 1964 - 6" OAl/, 2103 - 48" OAK W. INV=109.56 (18" REP) 19 - 2-12" OAK 158 - 48" OAK 297 - 14" OAK 436 - 3-24" OAK 575 - 36" OAK 714 - 10" OAK 853 - 12" T REE 992 - I V CHERRY 11 31 - 24" OAK 1270 14" OAK 1409 - 22" OAK 1548 - 8" OAK 1687 40" OAK 1826 -1 4" OAK 1965 - 6' OAK 3, 2104 28" OAK E. INV=108.41 (24" RCP) TOP=125.17 20-16 :, OAK 59 - 42" OAK 11 298 - 17" OA�< 437 - 10" OAK 576 - 22" OAK 715 - 20" OAK 854 - 14" CHERRY 993 - 17" OAK 11 32 - 9" CHERRY 1271 - 9" OHERRY 141 0 - 1 B" OAK 1549 - 6" OAK 1688 - 3-15" OAK 1827 - 2-10" CHERRY 19( , 6-T OAK 2105 - 20" OAK * NW INV=108.57 (18" PVC) 21-19'OAK 22-1 ' 4" OAK 60 - 47" OAK 161 - 7" CHI NJA 299 - 14" OAK 300 - 3" OAK 438 - 2-7" CHIERRY 439 - 2-15" OAK 577 - 29" OAK 578 - I 0" OAK 716 - 13" OAK 717 - 18" OAK 855 - 17" OAK 856 - 14" CHERRY 994 - 8" CHERRY 995 - 6" OAK 11 33 - 30" CAR 'I 134 - 14" OAK 1272 - 2-12" OAK 1273 - 13" OAK 1411 - 20" OAK 1412' - 18" OAK 1550 - 7" OAK 1551 - 8" CHERRY 1689 - 18" OAK �690 - 36" OAK 'I 828 - 7" OAK 'I 829 - 7" CHERRY 1967 - 7" OAK 1968 - 9" OAK 2106- 10" OAK 2107 - 2-12" OAK TOP= 1 14.72 * SE INV=108.62 (18" PVC) 23 - 22" CHINA 1 62 - I 8" OAK 301 - 3" OAK 440 - 6" OAK 579 - 19" CAR 718 - 15" OAK 857 - 2-24" OA/\ 996 - 12" OAK 11, 35 - 7" OAK 1274 - 19" OAK 1413 - 9" CHERRY 1552 - I 0" CHERRY 1691 - 12" OAK 1 630 - 14" OAK 1969 -1 2" OAK 2108 - 26" OAK SE INV=l 14.34 (18" RCP) 24 - 9" CHINA 1163- �j 0-C' 302 - 3" OAK 441 - 6" CHERRY - 580 - 24" OAK 719 - 2-1 8" OAK 858 - 2-34" OAK 997 - 6" OAK I 1 36 - 14" OAK 1275 - 14" OAK 1414 - 7" OAK 1553 - 8" OAK 1692 - 2-18" OAK '831 - 12" OAK 1970 - 6' OAK 2109 - 2 V: OAK W. INV=l 1 1.42 (18" RCP) TOP=124.78 * 25 - 9" CH 1: NA 164 - 36" OAK 303 - 3I" OAK 442 - 6" CHERRY 581 - 12" OAK 720 - 18" OAK 859 - 21" CAN 998 - 9" OAK 11 37 - 8" OAK 1276 - 2 1 " OAK 1415 - 1 0" OAK 1554 - VY' OAK 1693 - 2-18" OAK '832 - 16" OAK 1971 - 9' OAK 21 10 - 10" OAK W. INV=107.77 (18" PVC) 26 - 8" CHINA 165 - 9" OAK 304 - 3" OAK 443 - I 9" OAK 582 - 1 5" OAK 721 - 26" OAK 860 - 24" OAK 999 - 6" OAK 'I 138 - 9" CHERRY 1277 - 8" CAMPHOR 141 6 - 9"' CHERRY 1555 - 8" OAK 1694 - 2-10" OAK 1833 - 6" OAK 1972 - 101, CHERRY 21 11 - 10': OAK *TOP= 1 14.15 E. INV=107.69 (18"PVC) 27 - I 0" CHINA 166 - 8" OAK 305 - 3" OAK 444 - 2-9" OAK 583 - 20" OAK 722 - 15" OAK 86' - 30" OAK 1000 - 12" OAK 11 39 - 14" OAK 1278 - 14" OAK 1417 - 12" OAK �556 -12" CHERRY 1695 - 2-20" OAK '834 - 2-11" CHERRY 1973 - 6" OAK 2112 - 14" OAK N. INV=l 1 1 A5 (15" ROP) 28 - 3-9' CHINA 167 - 7" CHERRY 306 3" OAK 445 7" OAK 584 - 22" OAK 723 - 18" OAK 862 - 1 5" OAK 1001 - 19" OAK 'I 140 - 1 "' OAK 1219 12" OAK 1418 8" CHERRY 1557 - 2 -9" OAK 1696 - 18" CH 1 NA 1835 - 9" OAK 1974 - 8" C H ERRY 2113 - 8" CAMPHOR TOP=12438 *N. 29 - 8" CHINA 168 - 9" OAK 307 - 3" OAK 446 - 1 8" OAK 585 - 15" OAK 724 - 2-15" OAK 863 - 2-8" OAK 1002 - 9" OAK '141 - 7" CHERRY 1280 - 8" OAK 1419 - 6" OAK 1558 - 6" OAK 1697 - 16" OAK '836 - 12" OAK 1975 - 6' OAK 2114 - 27" OAK *TOP= 1 14.35 INV=106.90 (18"PVC) 30 - 18" CHINA 169 - 2-9" OAK 308 - 3" OAK 447 - 29" OAK 586 - 13" OAK 725 - 28" OAK 864 - 10" CHERRY 1003 - 8" CHERRY 1 142 - 18" OAK 1281 - 12" Cl, LARK 1420 - 6" OAK 1559 - 2-8" CHERRY 1698 - 7" CHINA 1837 - 8" CHERRY 1976 - 9' RAN 2115 - 24' OAK E. INV=110�50 (24" RCP) W. INV=107.36 (18" PVC) 31 - I 0" CHINA 170 - 6" OAK 309 - 3" OAK 448 - 3- 1 1" OAK 58I7 - 26" OAK -126 - 27" OAK 865 - 28" OAK 1004 - 18" OAK '143 - 6" OAK 1282 - 14" OAK 142' -14" OAK 1560 - 12" OAK 1699 - I V OAK '839 - 1 1 " OAK 1977 - 2-7 OAK 2116 - 2-7" OAK W� INV=l 10.55 (24" RCP) 32 - 8" CI flNA 171 - 8" OAK 31 0 - 3" OAK 449 - I 7" OAK 588 - 2-17" OAK 727 - 14" OAK 866 - 2-27" OAK 1005 - 17" OAK II 44 - 13" OAK 1283 - 16" CI I E RRY 1A22 - 13" A I I ERRY 1561 - 8" OAK 1700 - 7" CHINA 11 839 - 8" CI iERRY 1978 - 9" CHERRY 2117 - 2-14" OAK N. INV=110.55 (24" RCP) TOP=122.07 33 - 1 1 "CHINA 172 - 36" SYCAMORE 311 3" OAK 450 - 7" OAK 589 - 2-12" OAK 728 - 20" OAK 867 - 20" OAK 1006 - 16" OAK 1I 45 - 18" OAK 1284 '15" OAK 14 23 - 12" OAK 1562 9" CHERRY 1701 - 19" OAK 1840 - 8" CHERRY 1 K79 - 12" OAK 2118 - 12" OAl/\ S. INV=110.85 (15"IRCIP) * NE, INV=105.73 (18" I 34-1111CHNA 73 -19" SYCAMORE 11 312 - 3" OAK 451 - 22" OAK 590 - 12" OAK 729 - 18" OAK 868 - 36" OAK 1007 - 10" OAK 1146 - 1 1 " CHERRY 1285 - 13" OAK 1424 - 13" CHERRY 1563 - 9" CHERRY 1702 - 14" OAK 1841 - 8" CHERRY 1980 - A: OAK 2119 - 7" OAK S. INV=105�79 (18" PVC) 35 - 19" CH= 74 - 2 -1 9" OAK 313 - 3" OAK 452 - 2-1 1 " OAK 591 - 18" OAK 730 - 18" OAK 869 - 30" OAK 1008 - 7" CHERRY 11 47 - 12" OAK 1286 - 7" CHERRY 1425 - 14" OAK ,I 564 - I D" CHERRY 1703 - 8" OAK 'I 842 - 12" OAK 1981 - 8' CHP�RRY 2120 - 9" OAK TOP= 1 14.29 36, - 18" CHINA 175 - 9" CHERRY 314 - 3" OAK 453 - I ' 0" CHERRY 592 - 70" OAK 7 31 - 19" OAK 870 - 39" OAK 1009 - 30" OAK '148 - 18" OAK 1287 - 18" OAK 1426 - 1 1 " A ,HERRY 1565 - 8" OAK 1704 - 2-24" OAK 1, 843 - 1 1 " CHERRY 1982 - 8" OAK 2121 - 8" OAK *N� 37 -18" CHINA 176 - 8" OAK 315 - 3" OAK 454- 11" OAK 593 - 13" G UK 732 - 9" OAK 871 - 40" OAK 1010 - 15" OAK 1 1 49 - 18" OAK 1288 - 6" OAK 1427 - 14" OAK 1566 - 1 1 " OAK 1705 - 2-15" OAK 'I 844 - 7" OAK 1983 8" OAK 2122 - 8" OAK INV=109.64 (24" I TOP=121.77 *W. 38 - 12" CHINA 177 - 8" CHERRY 316 - 3" OAK 455 - 2-12" OAK 594 - 10" CAMPHOR 733 - 2-1 V OAK 872 - 36" OAK 1011 - 6" OAK I 1 50 - I 9" OAK 1289 - 17" OAK 1428 - 1 1 " OAK 156 � - I I " OAK 1706 - 26" OAK I B45 - 1 1 " CHERRY 1984 - 9" OAK 2123 - 8" OAK W. INV=109.85 (24" RCP) INV=117.23 (18'IRCP) 39 - 9" CH�NA 1 78 - 24:: OAK 317 - 3" OAK 456 - 9" OAK 595 - 19" OAK 734 - 19" OAK 873 - 8" OAK 101 2 - 18" OAK 11 51 - 1 0" OAK 1290 - 1 1" CH ERRY 1429 - 10" CHERRY 1568 - 8" OAK 1707 - 17" OAK 1846 - 7" CHERRY 1985 - 6': OAK 2124 - 7" OAK S. INV=110.29 (15" RCP) 40 - 9" CH NO 179-20 OAK 31 8 - 3" OAK 457 - 6" CHERRY 596 - 12" CAMPHOP 735 - 20" OAK 874 - 11" OAK 1013 - 11" OAK " 152 - 12" OAK 1291 - 9" OAK 1430 - 7" OAK 15I69 - 21 " OA< 1708 - 17" OAK 1847 - 7" OAK 1986 - 9' CHERRY 2125 - 6" OAK TOP=121.56 * 41 - 12" CHINA 180 - 1 0" OAK 31 9 - 3" OAK 458 - 2-8" CHERRY 597 - 26" OAK 736 - 2-20" OAK 875 - 24" OAK 1014 - I 1 " OAK II 53 - 7" CHERRY 1292 - 4-C' CHERRY 143", - 15" OAK 1570 - 8" OAK � 709 - I 9" OAK '848 - 2-8" CHERRY 1987 - 7" OAK 2126 - 12" OAK #TOP= 1 14.63 N. INV=105,47 (18" PVC) 42 - 18" CHINA 181 - 10" OAK 320 - 3" OAK 459 - 23" OAK 598 - 15" CHERRY 737 - 2-20" OAK 876 - 12" OAK 10 15 - 2-1 9" OAK 'I 154 - 7" OAK 1293 - 18" OAK 1432 - 10" OAK 1571 - 8" OAK 1710 - 9" OAK '649 - 8" (DAK 1988 - 9" OAK 2127 - 12" OAK I\L INV=106�81 (8" PVC) SW. INV=105�58 (18" PVC) 43 - 22" CHINA 182 - 2-17" OAK 321 - 3" OAK 460 - 14" OAK 599 - 9" CHERRY 738 - 2 1 " OAK 877 - 2-9" OAK 1016 - 9" OAK '155 - I 1" OAK 1294 - 6" OAK 1433 - 13" CHERRY 1572 - 9" CHERRY 1711 - 8" OAK 'I 850 - 1 1 " CHERRY 1989 - 20" OAK 2128 - 12': OAK S. INV=106.80 (8" PVC) 1 44 - 10' CHINA 183 - 7" OAK 322 - 3" OAK 461 - 14" OAK 600 - 8" OAK 739 - 18" OAK 878 - 9" CHERRY 1017 I - 22" OAK 11 56 - 20" OAK '1295 - 9" CHERRY 1434 - 6" OAK 1573 - 15" OAK 1712 - 9" CHINA 1851 - 12" OAK 1990 - 16" OAK 2129 - 14': OAK NE INV=107.23 (8" PVC) TOP= 21.24 * 45 - Ai5" CHINA 184 - 13" OAK 323 - 3" OAK 462 - 9" OAK 601 - 2-12" CHERRY 740 - 8" OAK 879 - 8," CHERRY 1018 - I V OAK 11 57 - 22" OAK 1296 - 12" OAK 1435 - 6" OAK 1574 - 12" OAK 1713 - 20" OAK '852 - 6" OAK 1991-9' CHINA 2130 - 15" OAK NE INV=109.28 (8"PVC) NW. INV=104.89 (18"PVC) 46 - 12:: Cl I:NA 1 85 - 20" OAK 324 - 3�: OAK 463 - 2-15" OAK 602 - 48" OAK 741 - 14" OAK 880 - 12" OAK 1019 - 18" OAK 11 5S - 12" OAK 1297 - 2-15" OAK 1436 - 7" CHERRY I 575 - 2-12" OAK 1714 - 7" OAK 1, 853 - 6" OAK 1992 - 9" OAK 2131 - 14" OAK W. INV=106.75 (8"PVC) S. INV= 105.18 (18" PVC) 47 - 15 CH NA 186 - 6" CHERRY 325 3 OAK 464 7" OAK 603 - 50" OAK 742 - 9" OAK 88' - 5-12' 'TREE 1020 - 15" OAK 11 59 - 12" OAK 1298 2-24" OAK 1437 9" CHERRY 1576 - I V CHERRY 1715 2-15" OAK '854 - 6" CHERRY 1993 6': OAK 2132 - B" OAK 48 - 2-15" CHINA 187 - 1 0" OAK 326 - 14" OAK 465 - 15" CHERRY 604 - 30" OAK 743 - 1 V OAK - 882 - 10" -1 REE 1021 - 8" OAK 'I 60 - 2-8" CAP 1299 - 18" OAK 1438 - 17" OAK 1577 - I 0" Cl-iiNA 1716 - 19" OAK 1855 - O' OAK 1994 - 17" OAK 2133 - 24' OAK TOP=l 14.54 TOPI * 49 - 12" CHINA 188 - 8" CHERRY 327 - 19" OAK 466 - 2-19" OAK 605 - 20" OAK 744 - 1 1" TREE 883 - 101, CHERRY 1022 - 15" OAK 11 61 - 8" OAK 1300 - 12" CHERRY 1439 - 9" CHERRY 1578 - 7" OAK 1717 - 15" CHI: NA 'I 856 - 12" OAK 1995 - 2-12" OAK 2134 - 20" OAK *S. INV=109.46 (18"IRCIP) SE. INV=104.50 (18" PVC) 50 - S" CHINA 189 - 6" CHERRY 328 - 9" CHERRY 467 - 2-12" OAK 606 - 30" OAK 745 - 1 V OAK 884 - 12" OAK 1023 - 10" OAK '162 - 8" OAK 1301 - 8" OAK 1440 - 13" OAK 1570 - 16" OAK 1718 - I 0" CHI! NO 1857 - 7" OAK 1996 - 2-15" OAK 2135 - 14" OAK W� INV=104.29 (18" PVC) 51 - 9" CHINA 190 - 1 "' OAK 329 - 22" OAK 468 - 6" CHERRY 607 - 26" OAK 746 - 18" OAK 885 - 1 1" OAK 1024 - I V CHERRY 1, 163 - 14" OAK 1302 -1 8" OAK 1441 - 14" Cl iERRY 1580 - 16" OAK 1719 - 24" OAK 1858 - 9" OAK 1997 - 7" OAK 2136 - 30" OAK E. I NV= 1 04.36 (1 0" PVC) 52 - ID" CHERRY 191 - 19" OAK 330 - 8" CHERRY 4 69 - 16" OAK 608 - 29" OAK 747 - 101" CHERRY 886 - 15" OAK 1025 - 6" OAK 11 64 - 25" OAK 11303 101" OAK 1442 - 8" OAK 1581 - 6" OAK 1720 - 8" OAK '859 - 2-1 1 " OAK 1998 - 3-22" OAK 2137 - 2-12" OAK *TOP= 1 13.84 53 - 4-9" CHINA 192 - 7" CHERRY 331 - 12" OAK 470 - 2-7 OAK 609 - 18" OAK 748 - 13" OAK 887 - 20" OAK 1026 - 6" CH INA 11 65 - I 1 " OAK 1304 - 1 0" OAK 1443 - 9" OAK 1582 - 9" CHERRY 1721 - 12" OAK 1860 - 8" CHERRY 1999 - 8" OAK 2138 - 7" OAK E� INV=109.32 (24"RCP) TOP=121.31 54 - I 5:� OAK 93-7"CHERRY ]l 332 - 6" OAK 471 - 25" OAK 6'I 0 - 22" OAK 749 - 9" OAK 888 - 13" OAK 1027 - 15" OAK 11 66 - 16" OAK 1305 - 8" OAK 1444 - 23" OAK 15B3 - 7" OAK 1722 - 7" OAK 'I 861 - 2-9" OAK 2000 - 6" OAK 2139 - 2-15" OAK # S. INV= 1 17.04 (15I'RCP) 55-16 OAK 94 - 8" OAK 333 - 6" OAK 472 - 2-6" OAK 6' ' I - 36" OAK 750 - 36" OAK 889 - 9" CHERRY 1028 - 10" CHERRY '167 - 7" OAK 1306 - 6" OAK 1445 - 1 1 " OAK 1584 - 7" OAK �723 - 8" OAK 'I 862 - 2-A' OAK 2001 - 32" OAK 2140 - 24' OAK 1 13.70 56 19" OAK 195 - 7" OAK 334 - 6" OAK 473 - 12" OAK 61 2 - 2 46" OAK 751 - 9" OAK 890 - 15" OAK 1029 - 20" OAK 1 1, 68 - 7" OAK 1307 - 2-9" CHERRY 1446 - 12" OAK 1585 - 2-9" CHERRY 1724 - 6" CHERRY 'I 863 - 1 0" CHERRY 2002 - 8" OAK 2141 - 10" OAK ItTOP= E. INV=l 16�80 (18" RCP) 1169 " '864 '0" 12" S. INV=109.22 (24" RCP) 57 - 22" OAK 196 - 8" OAK 335 - 6" OAK 474 - 2-12" OAK 613 - 20" OAK 752 - 2 V OAK 891 - 8" OAK 1030 - 17" OAK - 2-8" CHINA 1308 - 12" CHERRY 1447 - 1 1 CHERRY 1586 - 22" OAK 1725 - 8" CHERRY - OAK 2003 - OAK 2142 - 3-8" OAK W. INV=109.19 (24"RCP) W. INV=l 16�71 (18" RIDE) 58 - I 6" OAK 197 - 14" C)AK 336 - 6" OAK 475 - 7" OAK 614 - 13" OAK 753 - 2-26" OAK 892 - 10" CHERRY 1031 - 20" OAK 11 70 - 9" OAK 1309 - 13" OAK 1448 - 9" CHERRY 1587 - 2-1 1 " OAK 1726 - 6" OAK 1865 - 2-12" OAK 2004 - 12" OAK 2143 - 9" OAK NW INV=108.90 (30" RCP) 59 - 119:� OAK 1 9a - 15�: OAK 337 - 6" OAK 476 - 12" OAK 615 - 2-9" OAK 754 - 2-18" OAK 893 - 12" C� IERRY 1032 - 9" OAK 'I 1 71 -1 OI" CHERRY 1310 - 10" OAK 1449 - 9" OAK 1588 - 8" OAK 1727 - 2-6" CHERRY '866 - 6" OAK 2005 - 2-17" OAK 2144 - 6" OAK TOP=121.29 0 60-22 OAK 199- 1 0 CAMPHOR 338 - 23" OAK 477 - 27" OAK 616 - 23" OAK 755 - 20" OAK 894 - 10" CHil"JA 1033 - 9" CAMPHOR '172 - 10" CHERRY 1311 - 6" OAK 1450 - 7" OAK I 589 - 2-18" OAK 1728 - 9" OAK 'I 867 - 12" OAK 2006 - 15" OAK 2145 - 18" OAK 15.45 N. INV= 1 17.14 (15" RCP) 61 - 8" OAK 200 - 2-9" CHERRY 339 - 24" OAK 478 - 2-16" OAK 617 - 24" OAK 756 - 8" OAK 895 - 12" CHINA 1034 - 15" OAK 1173 - 9" OAK 1312 13" CHEIRRY 1451 - 10" OAK 159C - 34" OAK 1729 - 8" OAK 1868 - 1, 0" OAK 2007 - 9" OAK 2146 - 20" OAK I&TOP=l N. INV=105.90 (8"PVC) 62 - 8" OAK 201 - 19" OAK 340 - 1 1 " OAK 479 - 1 0" 0AK 618 - A'OAK 757 - 200" OAK 896 - 10" CHINA 1035 - 14" OAK I 1 74 - 9" CHERRY 1313 - 16" OAK 1452 - 16" CHERRY 1591 - 6" CHERRY 1730 - 7" CAK '869 - 10" CHERRY 2008 - 6" CHERRY 214,'- 9" CHERRY TOFI 1 19.70 63 - 25" OAK 202- 1 1" OAK 341 - 15" OAK 480 - 9" OAK 619 - 9" OAK 758 - 24" OAK 897 - q" OAK 1 036 - 16" OAK 1 1 75 - 12" CHERRY 1314 - 12" OAK 1453 - 18" OAK 1592 - 7" OAK 1731 - 6" OAK 1870 - 8" CHERRY 2009 - 12" OAK 2148 - 24" OAK S. INV=106.04 (8" PVC) *N� INV=116.15 (18"I 64 -1 2" OAK 203 - 7" CHERRY 342 - 14" OAK 481 - I 1" OAK 620 - 12" OAK 7 59 - 8" CIA K 898 - 9" CHINA 1037 - 17" OAK II 76 - 10" OAK 1315 - 6" CAK 1454 - I 1 " OAK 1593 - 34" CAK 17,32 - 2-12" CHERRY '871 - 17" OAK 2010 - 8"' OAK 2149 - 18' CAK 65 - 12:: OAK 204 - 6" OAK 343 - 2-18" OAK 482 - 10" OAK 621 - 18" OAK 760 - 18" OAK 899 - 2-20" CHINA 1038 - 6" OAK '177 - 6" OAK 1316 - 1 0" OAK 1455 - 7" CHERRY 1594 - 8" CHINA 1733 - 7" OAK 11 872 - 15" CI iERRY 2011 - 19" OAK 2150 - 14" OAK TOP=106.26 * TOP= 1 19.70 * 66-14 OAK 205 - 17" OAK 344 - 7" OAK 4 83 - 10" OAK 622 - 24" OAK 761 13" OAK 900 - 8" CHINA 1039 6" CHERRY ,I 7B - 1511 OAK 1317 - I V OAK 1456 - 2-9" CHERRY 1595 - 3 12" CHINA 1734 - 13" CHERRY '873 - 9" CHERRY 2012 - 30" OAK 2151 - 19" OAK N� INV=9&06 (24" RCP) E. INV=l 15�85 (18" RCP) 67 - 6" OAK 206 - 10" OAK 345 - 9" CHERRY 484 - 6" CHERRY 623 - 12" OAK 762 - 15" OAK 90' - 2-14" OAK 1040 - 26" OAK 11 79 - 6" CHERRY 1318 - 12" IDAK 1457 - 9" CHERRY 1596 - 14" OAK 1735 - 8" OAK 1874 - 1 0" OAK 20'3 - 1 1 " OAK 2152 - 9" PALM W. INV=l 15�80 (24" RCP) 68 - 6" OAK 207 - 8" CHERRY 346 - 24" OAK 485 - 8" OAK 624 - 22" OAK 763 - 16" OAK 902 - 10" CHINA 1041 - 6" OAK 11 80 - 1 0" CAR 1319 - 12" CH E WYf 1458 - 7 " CHI! IRA 1 597 - 19" OAK 1736 - 8" OAK 'I 815 - 1 1 " OAK 2014 - 24" OAK 2153 - 13" EAR 10 TOP= 1 12,91 & INV=115.82 (18" ROE) 69 - 2-8" OAK 208 - 2-8" OAK 347 - 6" CHERRY 486 - 2-13" OAK 625 - 24" OAK 764 - 18" OAK 903 2-A' CHERRY 1042 - 14" OAK '181 - 9" OAK 1320 - 8" OAK 1459 - 9" OAK 1598 - I � "CAMPHOR 1737 - 7" OAK 1, 876 - 7" CHERRY 2015 - 36" OAK 21,54 - 2-18" OAK SKIMMER=l 12.99 70 - I 1" OAK 209 7" OAK 348 - 3-17" OAK 487 - 2-17" OAK 626 - 3-12" OAK 765 - 22" OAK 904 - 10" CHINA 1043 - 6" Cl IERRY 1 1 82 - 13" OAK 1321 - 7" OAK 1460 - 2-15" Ch INA 1599 - 19" CAMP� [OR 1738 - 6" OAK 1877 - 8" CHERRY 2016 - 2-17" OAK 2155 - IS' OA K E. INV=102.43 (24I'RCP) TOP=120.55 71 - 12" CHINA 210 - 6" OAK 349 - 12" OAK 488 - 20" OAK 627 - 12" OAK 766 - 23" OAK 905 - 9" CHINA I 044 - 12" OAK '183 - 6" OAK 1322 - 7" OAK 146' I - TV CHINA 1600 - 24" OAK 1739 9" OAK '878 - 15" OAK 20'7 - I 6" OAK 21,56 - IS: OAK W� INV=110.91 (WEIR) *N� 72 - 12': CH�NA 211 - 8" CHERRY 350 - 1 0" OAK 489 - 9" CHERRY 628 - 2-18" OAK 767 - 19" OAK 906 - 9" CHINA 1045 - 14" OAK 11 84 - 1 0" CFHNA 1323 - 14" OAK 1462 - 7" CH 'INA 1601 - 18" OAK 1740 - 8" CHERRY '879 - 9" OAK 2018 - 22" OAK 2157 - 15': OAK INV=116.19 (18"I -13 - 12' CH IRA 212 - 21" OAK 351 - 16" OAK 490 - 6" OAK 629 - 12" OAK -1 68 - 18" OAK 907 - 9" Cl I INA 1046 - 7" OAK " 185 - 9" OAK 1324 - 8" OAK 1463 - 'I 6" OAK 1602 - 19" OAK 1741 - 13" OAK '880 - 8" OAK 2019 - 36" OAK 2158 - 28" OAK 1 12.88 74 - 31 "' CHINA 213 - 9" OAK 352 - 3-22" OAK 491 - 8" OAK 630 - 10" OAK 769 - 9" 0Al< 908 - 2-8" CHINA 1047 - 15" OAK I 1 86 - 16" OAK 1325 - 18" OAK 1464 - 18" OAK 1603 - 2-24" OAK I742 - 7" OAK '88 � - 6" OAK 2020 - 2-19" OAK 2159 - 19" PINE *TOP= SKIMMER=l 12.96 TOP=120,58 *E. 75 12" CHINA 214 - 22" OAK 353 - 8" OAK 492 - 19" OAK 631 - 8" OAK 770 - 20" OAK 909 - 9" CHINA 1048 - 24" OAK 11 87 - 15" OAK 1326 - 2-8" CHERRY 1465 15" OAK 1604 - 3,2" CAK 1743 - 9" OAK '882 - 6" OAK 2021 19" OAK 2160 - 24" OAK NE INV=104.64 (24" PRO) INV=115.47 (24"IRCIP) 76 - 13" CHINA 215 - 16" OAK 354 - 26" OAK 493 - 2-15" OAK 632 - 9" OAK 771 - 2-15" OAK 910 - 22" OAK 1049 - 12" OAK I 1 88 - 19" OAK 1327 - 8" OAK 1466 - 12" CHERRY 1605 - 2-26" OAK 1744 - 2-7" CHERRY 'B83 - '2" OAK 2022 - 2-14" OAK 2161 - 18' OAK SE INV=110.88 (WEIR) N. INV=115.92 (24I'RCP) 77 - 2-10" CHINA 216 - 17" OAK 355 - 14" OAK 494 - 2-6" G ,I-! E RRY 633 - 25" OAK 772 - 14" OAK 91 I - 8" OAK 1050 - 8" OAK 11 89 - 24" C)AK I 328 - 6" OAK 1467 - 2-8" OAK 1606 - 15" CIHERRY 1745 - 6" OAK 1884 - 1 1 " OAK 2023 - 2-10" OAK 2162 - 8" OAK SW INV=110.88 (WEIR) S. INV=116.01 (18"RCP) 78 - 12" CHINA 217 - 1 8" OAK 356 - 15" OAK 495 - 7" CHERPY 634 - 8" OAK -173 - 20" OAK 912 - 8" OAK 1051 - 2-8" CHERRY 11 90 - 1 1 " CHERRY 1329 - 14" OAK 1468 - 3-14" OAK 1607 - 30" OAK 1746 - 8" OAK '885 - 6" OAK 2024 - 12" OAK 2163 - 9" OAK 79 - 2-14" CHINA 218 - 36" OAK 357 - 2-18" OAK 496 - 7" OAK 635 - 2-9" OAK 774 - 16" OAK 91 3 - 6" OAK 1052 - 9" CHERRY 11 91 - 1 0" OAK 1330 - 1 V CHERRY 1469 - 18" OAK I 608 - 14" OAK 1747 - 7" CHERRY 11 886 - 9" OAK 2025 - 24" OAK 2164 9" OAK NW INV=110.88 (WEIR) TOP=121,08 *NW aD - 16" CHINA 219 - 7" CHINA 358 - 19" OAK 497 - 6" CHERRY 636 - 9" OAK 775 1 I" OAK 91 4 - 13" OAK 1053 11"CIAK 'I 192 - 1 0" CHERRY 1331 - 36" OAK 1470 10"CHERRY 1609 - 3,3" OAK 1748 - 9" CHERRY ,887 - 1 0" OAK 2026 - 6" OAK 2165 - 6" OAK INV=119.18 (15"I 81 - 8" CHINA 220 - 6" OAK 359 - 2-12" CHERRY 498 - 8" CHERRY 637 - 22" OAK 776 - 9" OAK 915 - 12" CHERRY 1054 - 18" OAK ' 1 93 - 2-9" CIAK 1332 - 1 1" OAK 1471 - 10" CHERRY 1610- 2-27" OAK 1749 - 6" OAK 1888 - 7" OAK 2027 - 30" OAK 2166 - I 1 " OAK TOP= 1 13,1 0 10 S. INV=120.48 (WEIR) 82 - 2-12" CHI! NA 221 - 20" OAK 360 - 12" CHERRY 499 - 2-17" OAK 638 - 50" OAK 777 - 2-18" OAK 916 - 7" OAK 1055 - 28" OAK 11 94 - 7" CHERRY 1333 - I V OAK 1472 - 1 I" OAK 1611 - 14" OAK 1750 - 8" OAK 'I 889 - 8" CHERRY 2028 - 4 8" OAK 2167 - 12" OAK W � INV= 1 12.10 (8" PVC) 83 - 9" CHINA 222 - 7" CHERRY 361 - 24" OAK 500 - 16" OAK 639 - 72" OAK 778 - 2-1 5" OAK 917 - 6" OAK 1056 - 12" OAK '195 - 9" OAK 1334 - 8" OAK 1473 - 19" OAK 1612 - 2-28" OAK 1751 - 9" OAK 1890 - S" CHERRY 2029 - I ' 8" OAK 2168 - 6" OAK *POSSIBLE CISTERW TOP=121.86 84 2-16"CHINA 223 - 6" QAK 362 - 8:: OAK 501 - 13" OAK 640 - 80:: OAK 779 - 17" OAK 9'8 - 1 1 " OAK 1057 - 11" OAK 1, 196 - I 0" CHERRY 1335 - 1 0" OAK 1474 - 14" OAK 1613 - 2-12" OAK 1752 - 10" OAK 1891 - C' OAK 2030 - 2-22" OAK 2169 - 4 -1 1 " OAK * N�INV= 1 18.18 (18" I 95 - 2-C' CHINA 224 - 14" OAK 36:3 6 OAK 502 9" OAK 641 - 10 EAR 780 - 10" OAK 91 9 - 12" CHERRY 1058 - 26" OAK 11 97 - 12" OAK I 5 1336 - 1 " OAK 1475 - 8" OAK 1614 - 14" CHERRY 1753 1 "' CHERRY 1892 - 7" OAK 2031 - 1 8" OAK 2170 - 4-15" OAK 4DTOP=122,34 SW INV=l 18.36 (15" RCP) 86 - 8" CHINA 225 - 6" OAK 364 - 7" OAK 503 - 8" OAK 642 - 12" OAK 781 - �2" OAK 920 - 3-6' CHERRY 1 059 - 8" OAK 11 99 - 24" OAK 1337 - 20" OAK 1476 - 8" CHERRY 1615 - 12" OAK 1754 - 9" OAK 1893 - 2-8" OAK 2032 - 24" CAK 2171 - 8" OAK W. INV=119.07 (15"RCP) 87 - 8" CHINA 226 - 2-8" CHERRY 365 - 8" OAK 504 - 14" OAK 643 - 3-12" OAK 782 - 12" OAK 921 - 6" OAK 1060 - 10" OAK 11 99 - 12" OAK 1338 - 20" OAK 1477 - 6" OAK 1616 - 34" OAK 1755 - 1 1 " OAK 'I 894 - 7" OAK 2033 - 1 5" OAK 2172 - 3-8" LAUREL SE INV=118.16 (18I'RCP) 88 - 14" CHINA 227 - 6" OAK 366 - 2-8" OAK 505 - 14" OAK 644 - 22" OAK 783 - 18" OAK 922 - 21 " OAK 10,61 - 6" OAK 'I 200 - I 0" CHERRY 1339 - 13" CHERRY 1478 - 14" OAK 1617 - I 1 " OAK �756 - 2-7" CHERRY '895 - 9" OAK 2034 - 27" OAK 2173 8" CHERRY *TOP=122.32 TOI 17�09 * 89 -12" CH INA 10" 228 - 9:: OAK 367 - 22" OAK 506 - 16" OAK 645 - 10" OAK 784 - 13" OAK 923 - 14" OAK 1062 - 6" OAK 1201 - 14 " OAK 1340 - 12" OAK 1479 - 6" CHERRY 1618 - 36" OAK 1757 - 8" CHERRY '896 - 3-8" CHERRY 2035 - 30" OAK 2174 - 18' OAK N. INV=l 19.03 (15" REP) SKIMMER=l 16.59 90 - C=A 229 - 9 CHERRY 368 - 2-14" OAK 507 - 12" OAK 646 - 2-13" OAK 785 - 21" OAK 924 - 8" CHERRY 1063 - 7" CHERRY 1202 - 22" OAK 1341 - 1 T' OAK 1480 - 12" OAK 1619 - 35" OAK 1758 - 8" CHERRY 1897 - 8" EAR 2036 - 22" OAK 2175 - 6" OAK E� INV=119.07 (15"RCP) 91 - 8" CHINA 230 - 3 OAK " 369 - 7" OAK 508 -3-12" OAK 647 - 2-15" OAK 786 - 15" CH E A RY 925 - 12" OAK 1064 - 7" CHERRY 1203 - 6" OAK 1342 - 12" CHERRY 1481 - 1 8" OAK 1620 - 27" CAP 1759 - 10" CHERRY 'I 898 - 8" OAK 2037 - 2-24" OAK 2176 - 18" OAK NW INV=l 12.59 (15" RCP) 92 - 9" CHINA 231 - 3" OAK 370 - 2-7" OAK 509 - 12" OAK 648 - 10" CHERRY -187 - 2-19" OAK 926 - 9" OAK 1065 - 22" OAK '204 - 8" OAK 1343 - 14" CkINA 1482 - 6" CHERRY 1621 - 19" 0Al/, 1760 - 10" OAK 1899 - 2-8" OAK 2038 - 2-24" OAK 2177 - 16" OAK TOP=122,61 *W. TOP=l 11104 93 - 2-9" U-11NA I PAR 232 - 3" OAK 371 - I S' OAK 510 - 13" OAK 649 - 12" OAK 788 - 1 9" OAK 927 21"OAK 1066 - 19" OAK '205 - 12" OAK 'I 1344 - 12" CH ERRY 1A83 - 15" OAK I 622 - 15" Cl iERRY 1761 - 10" CHERRY 1 900 - 2-1 0" OAK 1901 2039 - 9" OAK 14" 21 78 - 17" OAK INV=118.76 (24"HI *NW 94 - D" 233 3" OAK 372 - 27" OAK 511 - 17" OAK 650 - 19" OAK 789 - 24" OAK 928 - 13" CHI NA 1067 - 2-1 0" OAK 206 - 12" CHERRY 1345 12" CHERRY 14 84 - 20" OAK 1623 35" OAK 1762 - 6" CHINA - 2-8" CHERRY 2040 - (DAK 2179 - 9" OAK INV=110.69 (18"RCP) 95 - 8" CHERRY 234 - 3" OAK 3 I`3 - 18" OAK 512 - 2-' 1 " OAK 651 - 19" OAK 790 - 20" OAK 929 - 8" OAK 1068 - 28" OAK '207 - 26" OAK 1346 - 10" OAK 1485I - 9�'CHERRY 1624 - 12" CIHERRY 1763 - 15" OAK 1902 - 9" OAK 2041 - 36" OAK 2180 - 6" OAK S. INV=118.78 (18"IRCIP) SE INV=111.03 (15"RCP) 96 - 20" OAK 235 - 3" CAN 374 - 6" OAK 513 -- 10" PALM 652 - 9" CHERRY 791 - 19" OAK 930 - 9" CHERRY 1069 - 7" OAK 1208 - 12" OAK 1347 - 6" OAK 1486 - 6'OAK 1625 - 15" OAK 1764 - 20" OAK '903 - 6" OAK 2042 - 8" OAK 2181 - 14" OAK W� INV=112.98 (WEIR) 97 - 9" OAK 236 - 3" OAK 375 - 6" OAK 514 - 16" PALA 653 - 20" OAK -192 - 24" OAK 931 - 9" CHERRY 1070 - 8" OAK '209 - 2-14" OAK 1348 - 6" OAK 1487 - 9" CHERRY 1626 - 7" OAK 1765 - 15" OAK '904 - 8" OAK 2043 - 2-9" OAK 2182 - 10" OAK TOP=122.49 *N� 98 - 2 20" OAK 237 - 3" ELM I 376 - 15" OAK 515 - 6' CHERRY 654 - 20" OAK 793 - 22" OAK 932 - 8" OAK 1071 - 20" OAK '210 - 12" OAK 1349 - 15" CHERRY 1488 - 6" Cl iERRY 1627 - 15" OAK 1766 - 8" OAK 'I 905 - 243" CIAK 2044 - 2-18" OAK 2183 - 9" OAK INV=118.61 (24"FIDPE) TOP=l 1123 99 - 2-9" OAK 238 - 3" ELM 377 - 2-10" OAK 516 - 3-1 1 " OAK 655 - I!" OAK 794 12" OAK 933 - 2-15" OAK 1012 8" OAK '211 I" OAK 1350 - 7" OAK 1489 - 27" OAK 1628 - 8" OAK 1767 - I 1 " OAK '906 - 12" OAK 2045 26" OAK 2184 - 15" CAMPHOR E. INV=118.74 (24"HDPE) * SE INV=l 10.64 (15" RCP) 100 - 8" OAK 239 - 3" ELM 378 - 14" OAK 517 - 15" OAK 656 - 10" CHERRY 795 - 1 V OAK 934 - 9" CHERRY 1073 - 9" CHERRY 1212 - 7" OAK 1351 - 2-1 8" OAK 1490 - 1 0" OAK 1629 - 2-'5" OAK 1768 - 18" OAK 'I 907 - 9" OAK 2046 - 2-24" OAK 2185- 11' OAK SW INV=l 19�24 (18" ROE) 101 - 9" OAK 240 - 3" OAK 379 - 17" OAK 5,18 - Y CH E R RY 657 - 8" CHERRY 796 - 14" OAK 935 - 17" OAK 1074 - 12" OAK '213 - 6" OAK 1352 - 8" OAK 1491 - 20" OAK ,I 630 - 317' OAK 1769 - 2-15" OAK 1908 - S" EAR 2047 - 24" OAK 2186 - 12" CHERRY TOP=12126 102 - 40" OAK 241 - 3" OAK 380 - 2-18" OAK 519 - 8' OAK 658 - 8" OAK 797 - 20" OAK 936 - 12" OAK 1075 - 12" OAK '214 - 9" OAK 1353 - 12" OAK 1492 - 8" OAK 1631 - 2-17" OAK 1770 - 6" OAK 1909 - 13" OAK 2048 -1 8" OAK 2187 - 15" OAK *TOP=12Z35 *N. INV=106.83 (18"PVC) 103 - 20" OAK 242 - 3" OAK 3BI - 8" OAK 520 - 10" OAK 659 - 1 "' OAK 798 - 12" OAK 937 - 1 1 " CHERRY "OAK 1076 - 17" OAK 1215 - 1 0" Cl �ERRY 1354 - 2-18" OAK 1493 - 8" OAK 1632 - 2-19" OAK 1771 - 8" G� iERRY 191 0 - 1 1 " OAK 2049 - 2-18" OAK 2188 - 23" OAK & INV=l 18.48 (24"FIDPE) S, INV=106,87 (18" PVC) 104 - 20" OAK 243 - 3" OAK 382 26" OAK 521 - 11" OAK 660 - 15" OAK 799 - 20" OAK 938 - 1 1 1077 - 12" OAK 1216 - 12" OAK 1355 - F OAK 1494 - 8" OAK 1633 - 19" OAK 1772 - 2-C' OAK 1911 - 1 0" OAK 2050 - 30" OAK 2189 - 10" CAN E. INV=l 18.18 (30" RCP) 105 - 26" OAK 24,1- 3" OAK 383 - 7" OAK 522 - 10" OAK 661 - 19" OAK B00 - 20" OAK 939 - 16" OAK 1078 - 12" OAK 1217 - 24" OAK 1356 - 16" OAK 1495 - 7" OAK 1634 - I 1 " C11INA 1773 - 7" CHERRY '912 - 9" CHERRY 2051 - 36" OAK 2190 - 12" OAK W� INV=l 1829 (24" HI 106 - 23" OAK 24,9 - 3" OAK 384 - I 9" OAK 523 - 2-8" CHERRY 662 - 14" OAK 501 - 10" OAK 940 - 7" CHERRY 1079 - G" OAK " 218 - 15" OAK 1357 - 1 V CHERRY 1496 - 8" OAK � 635 - 7" CHINA 1774 - 7" OAK '913 - 2-9" OAK 2052 - 8" OAK 2191 - 6" OAK 107 - 24" OAK 246 - 3" OAK W5 - 14" OAK 524 - 2-14" OAK 663 - 6-12" OAK 802 - 22" OAK 941 - 7" OAK 1080 - 12" CHERRY '219 - 8" CHERRY 1358 - 18" CHERRY 1497 - 6" OAK 1636 - 7" Ci �INA 1775 - 9" CHERRY 'I 914 - 6" CHERRY 2053 - 9" CHERRY 2192 - 12" OAK 108 - 10" OAK 247 - 3" GAP 386 - 26" OAK 525 - 6" OAK 664 - 15" CHERRY B03 - 25" OAK 942 - 8" CHERRY 1081 - 10" OAK 'I 220 - 8" CHERRY 1359 7" 0Al/\ 1498 - 6" CAMPHOR 1637 - 8" CHINA 1776 8" CHERRY '915 - 12" OAK 2054 - 9" CHERRY 2193 - 18" OAK *TOP=122.35 W� INV=117,22 (30"RCP) 109 - 10" OAK 248 - 3" OAK 387 - 8" OAK 526 - 10" CHERRY 665 - 8" OAK 804 - 15" OAK 943 - 8" CHINA 1082 - 2-14" OAK '221 - 15" OAK 1360 - 6" OAK 1499 - 13" CHERRY 1638 - 7" CHINA 1777 - 8" DAN 1916 - 1 0" OAK 2055 - 8" CHERRY 2194 - 12' OAK NE INV=117.15 (30"RCP) 110 - 3-8" OAK 249 - 3" OAK 388 - 7" OAK 527 - 6" OAK 666 - 9" OAK 805 - 4-13" OAK 944 - 7" OAK 1083 - 23" OAK 1222 - 9" CHERRY 1361 - 2-17" OAK 1500 - 24" OAK 1639 - 13" OAK 1778 - 8" CHERRY I 917 - 12" CHERRY 2056 - 24" OAlK 2195 - 7" OAK 11 I - 8" OAK 250 - 3" OAK 389 - 2-10" OAK 528 - 10" OAK 667 - 18" OAK 806 - 10" OAK 945 - 19" OAK 1084 - 19" OAK 1223 - 9" CHERRY 1362 - 9" CHERRY 150" - 15" OAK 1640 - 2-1 "' OAK 1779 - 10" OAK 1, 918 - 6" OAK 2057 - 2-15" OAK 2196 - 2-15" OAK TOP=124.78 112 - 10" OAK 251 - 3" OAK 390 - O' OAK 529 - 18" OAK 668 - 18" OAK 807 - 15" OAK 946 - 13" CHERRY 1085 - 8" Cl j! ERRY '224 - I 8" OAK 1363 - 8" 0Al/, 1502 - 14" OAK I 641 - 12" CHINA 1780 - 6" OAK ,919 - 611 OAK 2058 - 20" OAK 2197 - 8" OAK * NW INV=l 19,24 (18" HDPE) 113 - 7" OAK 252 - 3" OAK 391 - 10" CHERRY 530 - I 1" OAK 669 - 19" OAK 808 - 8'0AK 947 - 16" CHINA 1086 - 15" OAK '225 - 7" OAK 136,4 - 14" OAK 1503 - 30" OAK " 1642 - 15" OAK 1781 - 7" OAK '920 - 7" OAK 2059 - 12" OAK " 2198 - 6" OAK 114 - 12" OAK 253 - 3" OAK 392 - 8" OAK 531 - 8" CHERRY 670 - 14" OAK 809 - 9" OAK 9/8 - 27" OAK 1087 - 15" OAK 'I 226 - 19" OAK 1365 - 8" CHERRY 1504 - 1 1 A FIERRY 1643 - 4-15" OAK 1782 - 6" OAK " 921 - 8" OAK 2060 - 21 OAK 2199 - 4-22" OAK E. INV=l 18,88 (24" HDPE) 115 - 8" CkERRY 254 - 3" 0Al< 393 - 12" OAK 5,12 - 19" OAK 671 - 2-12" OAK 810 - 12" OAK 949 - 8" OAK 1088 - 10" OAK 1227 - 15" OAK 1366 - 14" OAK 1505 - 26" OAK 1644 - 24" OAK 1783 - 6" CHERRY 1922 - 6" OAK 2061 - 8" OAK 2200 - 6" OAK 116 - 91' CHERPY 255 - 3" OAK 394 - I ' � ... OAK 533 - 7" CHERRY 672 - 10" OAK �l 1 - 13" OAK 950 15" OAK 1089 - 22" OAK '228 - 13" OAK 1367 - 9" OAK 1506 - 2-14" OAK 1645 - 8" OAK 1784 - I I" CHERRY 1923 - 2-12" CAMPHOR 2062 - 2-19" OAK 2201 - 2-8" CHERRY *TOP=125.25 117 - 22" OAK 256 - 3" OAK 395 - 'I 6" OAK 531 - 9" CHERRY 673 - 15" OAK 812 - 12" OAK 95' - 6" OAK 1090 - 8" CHERRY 'I 229 - I 6" OAK 1368 - 6" CHERRY 1507 - 6" CHERRY 1646 - 18" OAl/\ 1785 - 4-8" CHINA '924 - I 0" OAK 2063 - 20" OAK 2202 - 7" OAK NW INV= 1 08.58 (18" PVC) 118 - 14" OAK 257 - 3" OAK 396 9" OAK 535 - 2-1 0" OAK 674 - 21 " OAK 913 - 9'OAK 952 - 9" OAK 1091 - /" OAK 1230 - 13" OAK 1369 18" OAK 1508 - 7" CHERRY 1647 - 2-1 0" OAK 1786 - 9" OAK 1925 - 1 0" OAK 2064 - 9" OAK 2203 - 9" OAK NE INV=110.25 (STUBOUT) 119 - 27" OAK 258 - 3" OAK 397 -11" CHERRY 536 - 9" CHERRY 675 - 14" OAK 814 - 1 V OAK 953 - 8" OAK 1092 - 6" CHERRY 1231 - 15" OAK 13790 - 2-12" CHERRY 1509 - 8" CHERRY 1648 - 24" OAK 1787 - 9" CHERRY 'I 926 - 1 0" OAK 2065 - 7" CHERRY 2204 - 7" OAK S, INV=108.73 (18"PVC) 120 - 20" OAK 259 - 3" OAK 398 - 6" OAK 537 - 8" CHERRY 676 -10" OAK 815 - 12" OAK 954 - 2-A' CHINA 1093 - 12" CHERRY '232 - 1 1 " OAK 1371 - 7" OAK 1510 - 2-8" CHERRY 1649 - 3-9" CHINA 1788 - 2-8" OAK 1, 927 - 7" OAK 2066 - 7" CHERRY 2205 - 12" OAK 121 - 18" OAK 260 - 3" SAY 399 - 7" OAK 538 - 15" OAK 677 - 12" OAK 816 - 10" OAK 955 9" CHERRY 1094 - 10" OAK '233 - I 0" OAK 1372 - 17" OAK 151' - 7" CHERRY 1650 - 2-8" OAK I789 - 6" OAK 'I 928 - 2-A' OAK 2067 - 6" OAK 2206 - 8" OAK *TOP=125,01 122 - I" OAK 261 - 3" OAK 400 - 12" OAK 539 - 2-14" OAK 618 9" OAK B17 - 15" OAK 956 - 11" CHINA 1095 - 8" OAK 'I 234 - 1 OI" OAK 1373 - 9" CHERRY 151 1651 - 20" OAK 1790 - 6" OAK '929 - 16" OAK 2068 - 3-16" OAK 2207 - 2-12" OAK NW INV=121.71 (18" HDPE) 123 - 7" OAK 262 - 17" PALM 401 - 6" OAK 540 - 7" OAK 679 - 28" OAK 8 18 - B" OAK 957 - 8" OAK 1096 - 12" OAK 1235 - 7" CHERRY 1374 - 9" CHERRY 1513 - 9" CHERRY 1652 - 24" OAK 1791 - 6" CHERRY '930 - 8" OAK 2069 - 19" OAK 2208 - 22' OAK SE INV=121.48 (18" HOPE) 124 - 6" OAK 263 - 8" OAK 402 - 8" CH ERRY 541 - 9" CHERRY 680 - 9" OAK 819 - 8," OAK 958 - 3-17" OAK lC97 - 11" OAK 1236 - 9" OAK '1375 - 1 I" OAK 1514 - 8" OAK 1653 - 27" OAK 1792 - 8" OAK 1931 - 6" OAK 2070 - 18" CHERRY 2209 - I 1' OAK SW INV=l 19�39 (18" RCP) 125 - 6" OAK 264 12" CHERRY 403 - 13" OAK 5,12 - 10" CHERRY 661 - ' 3-1 V OAK 820 -9" OAK 959 - 12" OAK 1098 - 1 1 " OAK '237 - 14" OAK 1376 - 15" OAK 1515 - 9" OAK 1654 -- 9" OAK 179' 3 - 8" CAR '932 - 6" OAK 2071 - 15" CHERRY 2210 - 2-1 1 " OAK E. INV=124.11 (WEIR) 126 15" OAK 265 - 281: OAK 40,4 - 7" OAK 543 - 61' OAK 682 - 12" OAK 821 - 9'OAK 960 - 9" CHERRY 1099 - 10" CHERRY '238 - 10" CHERRY 1377 - 6" CHERRY 1516 - 9" OAK I 655 - 20" OAK 1794 - 6" OAK '933 9" OAK 2072 - ll " OAK 2211 - 14" OAK 127 - 2-15" OAK 266 - 17' OAK 405 - 28" OAK 544 - 16" OAK 683 - Il" CHERRY 522 - 2-18" EAR 961 - 28" OAK 1100 - 14" OAK 'I 239 - 19" OAK 1378 - 12" CH E RRY 1517 - 2-9" CHERRY 1656 - 2-19" OAK 1795 - 2 1 1 " OAK '934 - E' OAK 2073 36" CAK 2212 - 8" OAK TOP=125.56 * 128 - 7" OAK 129 - 2-8" OAK 267 - 29" OAK 268 - 22" OAK 406 - 6" CH, EPRY 407 - 13" OAK 545 - 19" OAK 546 - 6' CHERRY 684 - 42" OAK 685 - 8" OAK 823 - 22" OAK 824 -1 3" OAK 962 - 15" OAK 963 - 9" OAK 110 I - 18" OAK 1 102 - 12" OAK '240 - 15" OAK 1241 - 9" CHERRY 1379 - 24" OAK 1380- 2-18" OAK 1518 - 2-8" CHERRY 1519 - 8" CHERRY 1657 - 3-15" OAK 1658 - 16" OAK 1796 - 9" OAK 1797 - 6" CHERRY 1935 - 6" OAK '936 - 6" OAK 2074 - 3I6" OAK 2075 - 15" OAK 2213 - 18' OAK 2214 - 7" OAK E. INV=119.70 (18"IRCIP) 130 - 23" OAK 269 - 18" OAK 408 - 9" CH ERRY 547 - 19" OAK 686 - 15" OAK 925 - 13" OAK 964 - 9" CHERRY 1 103 - 2-14 " CAP '242 - 1 I " CHERRY 1381 - 12" OAK 1520 - 8" OAK 1659 - 2-18" OAK 1798 - 6-15" OAK 'I 937 - 1 0" OAK 2076 - 18" OAK 2215 - 7" OAK W. INV=l 19�90 (18" RCP) 131 - 2-15" OAK 270 - 7" OAK 409 - 2-7`C��IERRY 548 - 8" CHERRY 687 - 12" OAK ,326 - 1 0" OAK 965 - 12" OAIK 1104 - 2-12" OAK 11 243 - 15",,OAK 1382 - 14:: OAK 1521 - 12:: OAK 1 660 - 15" OAK 1799 - 2-6" CHERRY '938 - 9" OAK 2077 - 8" LAUREL 2216 - ICY OAK WEIR=122.21 132 - 20" OAK 271 - 6" OAK 410 9" CHERRY 549 - 48" OAK 688 - 15" CHERRY 827 8" OAK 966 - 2-15" OAK 1105 - 8" OAK '244 - 2 9 CHERRY 1383 - 12 OAK 1522 - 1 0 OAK 1661 - 2 1, 9" OAK 1800 - I 1 " OAK 1939 - 8" OAK 2078 - 8" OAK 2217 - 2-8" CHERRY 133 - 24" OAK 272 - 7" OAK 4 11 - 9" CH PRRY 550 - 20" OAK 689 - 24" OAK 828 - 9" OAK 967 - 'I 0" OAK 1106 - 24" OAK 1245 - 2-10" OAK 1384 - 1 0" CH E RRY 1523 - 2-6" CHERRY 1662 - 2-9" OAK 1801 - 8" CHERRY 'I 94') - 9" CHERRY 2079 - 1 0" CAK 2218 - 24': OAK *TOP=122.49 134 - 14" OAK 273 - 4-18" OAK 412 - 7" OAK 551 - 9' OAK 690 - Il" TREE 829 - 22" OAK 968 - 12" OAK 1107 - 15" OAK '246 - 9" OAK 1385 - 1 1" OAK 1524 - 2-12" CHEERRY ,I 663 - 2-1 0" OAK 1802 - 7" OAK 1941 - 12" OAK 2080 - 8" CHERRY 2219 - 10" OAK NE INV=l 17.32 (18" RCP) 135 - 20" OAK 274 - 10" CHERRY 413 - 1 5" OAK 552 - 20" OAK 691 - 12" OAK 830 - 1 91" OAK 969 - 23" OAK 1 108 - 9" OAK '247 - 18" CHERRY 1386 - 9" OAK 1525 - 8" OAK 1664 - A-1 8" OAK �803 - 6" CHERRY 1942 - 8" CHERRY 2081 - 6" OAK 2220 - 3-1 0" OAK SW. INV=l 1734 (18" RCP) 136 - 10" CHERRY 275 - 2C" OAK 414 - 7" OAK 553 19" OAK 692 - 26" OAK B31 - 26" OAK 970, - 8" OAK 1109 - 12" OAK 1248 - 17" OAK 1387 - 9" CHLRRY 1526 - 1 0" OAK 1665 - 26" OAK 1804 - 15" OAK '943 - 7" OAK 2082 - 6" OAK 2221 - 2-14" OAK 1,37 - 21 " OAK 276 - 9" CHERRY 415 - 15" OAK 554 - 54" OAK 693 - 14" OAK a32 - 8" OAK 971 - 12" OAK 11 10 - 8" OAK '249 - 12" OAK 1388 - 8" OAK 1527 - 7" OAK 1666 - 12" OAK 1805 - 6" OAK 1944 - 10" CHERRY 2083 - 6" CHERRY 2222 - 24" OAK *TOP=124�95 138 - 20" OAK 277 - 6" OAK 416 - 19" OAK 555 - 12" PALO 694 - 8" OAK 833 - 19" OAK 972 - 12" OAK 1111 - 11" OAK 1250 - 14" OAK 1389 - 22" OAK 1528 - 9" OAK 1667 - 24" 0Al< 1806 - 10" CHERRY 'I 94 5 - 7" OAK 2084 - 15" CHERRY 2223 - 7" OAK NE INV=120.95 (24"HDPE) 139 - 22" OAK 278 - 6" OAK 417 - 5-112" OAK 556 - 49" OAK 695 - 2-28" OAK 831 - 14" OAK 973 - 14" OAK 11 12 - 14" OAK 'I 251 - 8" OAK 1390 - 12" OAK 1529 - 8" CHERRY � 668 - 21" OAK 1807 - 8" CHERRY 'I 946 - 9" OAK 2085 - 15" OAK 2224 - 13" OAK WTOP=124.95 E INV=120.99 (24"HDPE) SW INV=121.04 (24"FICIPE) SE INV=121 �07 (24" HOPE) NW INV=121,14 (18" I LEGEND BB - BOTTOM OF BANK - EASEMENT NUMBER ML ` - METAL LID BC Z:�. - BACK OF CURB - BACK FLOW PREVENTER X C3 ELECTRIC METER - ELECTRICAL BOX MS - METAL SHED - MITERED END SECTION RfW 0 - RIGHT OF WAY - SANITARY MANHOLE BILK - BLOCK EL - ELEVATION %) MONITORING WELL -$- - SANITARY LINE f -BENCHMARK ESMT -EASEMENT N&D - NAIL & DISK SDO - SHOWN FOR DIRECTION ONLY BPC - BURIED POWER CABLE E/P - EDGE OF PAVEMENT NAVD - NORTH AMERICAN SIN - SIGN C3 - CABLE TV RISER FIRM -FLOODINSURANCE VERTICAL DATUM SWF - STOCK WIRE FENCE CALC -CALCULATED RATE MAP NGVD - NATIONAL GEODETIC xOO.00 - SPOT ELEVATION C&M - CALCULATED & MEASURED FEE - FINISHED FLOOR ELEVATION VERTICAL DATUM -SD- - STORMIDRAIN LINE L -CENTRALANGLE 6-FH - FIRE HYDRANT NTS - NOT TO SCALE Is - STORM MANHOLE CBW -CONCRETE BLOCK WALL FM - FORCE MAIN OHE - OVERHEAD ELECTRIC CC - COVERED CONCRETE END -FOUND ORB - OFFICIAL RECORDS BOOK -T- - UNDERGROUND TELEPHONE w ICE - CONCRETE FLUME FOC - FIBER OPTIC CABLE -OW- - OVERHEAD WIRE 0 - STORM INLET CHW - CONCRETE HEAD WALL OFP - FLAG POLE PB - PLAT BOOK TB - TOP OF BANK CLF - CHAIN LINK FENCE -G- - GAS LINE PC - POINT OF CURVATURE OTP - TRAFFIC POLE P - CENTERLINE 4M - GAS METER PEP - PER ENGINEERING PLANS -&- - TRAFFIC SIGN CM CMP -CONCRETE MONUMENT - CORRUGATED METAL PIPE XPE - GUY WIRE ANCHOR - HANDICAP PARKING PG PI -PAGE - POINT OF INTERS ECTION TRANSFORMER/JUNCTION BOX TELEPHONE RISER *CO - CLEAN CUT - HIGH DENSITY P&M - PLAT & MEASURED A - - TRAFFIC SIGNAL BOX CONC -CONCRETE POLYETHYLENE POB - POINT OF BEGINNING TSW - TRAFFIC SIGNAL WIRE COVID -COVERED INV - INVERT ELEVATION POC - POINT OF COMMENCEMENT TYR - TYPICAL CP - CONCRETE PAD IP - IRON PIPE PRO - POINT OF REVERSE LIE - UTILITY EASEMENT CW - CONCRETE WALKWAY IR - IRON ROD CURVATURE OUP - UTILITY POLE D&M - DEED/DESC & MEASURED L - ARC LENGTH #PS - PARKING SPACES _W_ - WATER LINE DE - DRAINAGE EASEMENT LB - LICENSED BUSINESS PSM - PROFESSIONAL SURVEYOR WE - WOOD FENCE DESC - DESCRIPTION 4t - LIGHT POLE AND MAPPER WS - WOOD SHED A6 - DOT INLET LS - LICENSE SURVEYOR POT - POINT OF TANGENCY -0* - WATER VALVE LSA - LANDSCAPED AREA PVC - PLASTIC PIPE -O- - WATER METER DIP - DEMPSTER PAD MEAS -MEASURED R - CURVE RADIUS DW - DRIVEWAY ME - METAL FENCE RCP - REINFORCED CONCRETE PIPE N S GRAPHIC SCALE E �� O' 30' 60' 120' 180' 1 1111= 60' 2225 - 12" OAK 2226 - 14" PALM 2227 - 15" OAK 2228 - 12" OAK 2229 - 16" OAK 2230 - 18" OAK 2231 - 12" OAK 2232 - 20" OAK 2233 10" OAK 2234 - 12" OAK 2235 - 15" OAK 2236 - 10" OAK 2237 - 10" OAK 2238 - 9" OAK 2239 - 9" OAK 224 0 - 14" OAK 2241 - 15" OAK 2242 - 7" OAK 2243 - 6" OAK 2244 - 7" OAK 2245 - 9" OAK 2246 - 6" OAK 2247 - 12" OAK 2248 - 7" OAK 224 9 - 13" OAK 2250 -11" OAK 2251 - 9'� OAK 2252 - 2-6" OAK 2253 - 7" OAK 2254 - 2-7 OAK 2255 - 11 " OAK 2256 - 6" OAK 2257 - P' OAK 2258 - 6" OAK 2259 - 6" OAK 2260 - 7" OAK 2261 - 8" OAK 2262 - 10" OAK 2263 - 8" OAK 2264 - 10" OAK 2265 - 8" OAK 2266 - 2-8" Cr-flNA 2267 - 9" OAK 2268 - 19" OAK 2269 - 9" OAK 2270 - 9" OAK 22 11 - 24" OAK 2272 - 14" OAK 2273 - 17" OAK 2274 - 14" OAK 2275 - 14" WILLOW M:\R-Z\VPAC\VPAC-02 City Center of West Orange\VPAC-02-001 Civil\Survey\Topo\OCA-100-LOTS22-SPC-EMAIL-PLOT FILE.dwg -Jan 12,2016 COPYRIGHT @ 1986 - 2016, ACCURIGHT SURVEYS LEGAL DESCRIPTION W 6J LEGEND BB BOTTOM OF BANK BC BACK OF CURB .1I BACK FLOW PREVENTER BLK -BLOCK BL BENCHMARK BPC BURIED POWER CABLE ® CABLE TV RISER CALC -CALCULATED C&M - CALCULATED & MEASURED 0-CENTRALANGLE CBW - CONCRETE BLOCK WALL CC COVERED CONCRETE CIF CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF CHAIN LINK FENCE ff CENTERLINE CM CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE *CO CLEAN OUT CONC -CONCRETE COVD -COVERED CP CONCRETE PAD CW CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE DRAINAGE EASEMENT DESC - DESCRIPTION I DOT INLET DP DUMPSTER PAD DW DRIVEWAY - EASEMENT NUMBER ELECTRIC METER ® ELECTRICAL BOX EL ELEVATION ESMT -EASEMENT E/P EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FEE FINISHED FLOOR ELEVATION 6-FH FIRE HYDRANT FM FORCE MAIN FND -FOUND FOC FIBER OPTIC CABLE O FP FLAG POLE -G- GAS LINE ® GAS METER GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV INVERT ELEVATION IF IRON PIPE IR IRON ROD L ARC LENGTH LB LICENSED BUSINESS 7l' LIGHT POLE LS LICENSE SURVEYOR LSA LANDSCAPED AREA MEAS -MEASURED ® - MITERED END SECTION Q MONITORING WELL N&D NAIL & DISK NAVD - NORTH AMERICAN VERTICAL DATUM NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS NOT TO SCALE OHE - OVERHEAD ELECTRIC ORB - OFFICIAL RECORDS BOOK -OW- - OVERHEAD WIRE PB PLAT BOOK PC POINT OF CURVATURE PEP PER ENGINEERING PLANS PG -PAGE PI POINT OF INTERSECTION P&M PLAT & MEASURED POB POINT OF BEGINNING POO POINT OF COMMENCEMENT PRC POINT OF REVERSE CURVATURE # PS - PARKING SPACES PSM PROFESSIONAL SURVEYOR AND MAPPER POT POINT OF TANGENCY PVC PLASTIC PIPE R CURVE RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SANITARY MANHOLE S- SANITARY LINE SOO - SHOWN FOR DIRECTION ONLY SN SIGN SWF - STOCK WIRE FENCE x00.00 - SPOT ELEVATION -SD- STORM/DRAIN LINE • STORM MANHOLE T- UNDERGROUND TELEPHONE oSTORM INLET TB TOP OF BANK O TP TRAFFIC POLE i TRAFFIC SIGN m TRANSFORMER/JUNCTION BOX ® TELEPHONE RISER 3 TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE TYP TYPICAL UE UTILITY EASEMENT OUP - UTILITY POLE -W- WATER LINE WF WOOD FENCE WS WOOD SHED ♦♦ WATER VALVE -0m - WATER METER GRAPHIC SCALE i 1 •i 1 :1 •/ C��LINOFTHOF S 28.� WO NO E S N OF THE SE1/4OF GENEVA STREET (R/W VARIES) (UNIMPROVED) SECTION 20-22-28 S89°07'33"E 316.50' MEAS ND 5/8" IR 317.6' PLAT LB #2108 a 3 Z F- FND 1/2" IR LB #1998 ALSO FND 5/8" IR LB #2108 0.18'N, 1.73'E Q U "z 5 W a 0 r °J Z w d F w m I O Z) a Y M U) w W CD v~ p) U - M _j Q M O= F_ (�1 W 0 w o (D U) N �s LL O cT �FF z co,, V)uj SF�LAC 3: 0 317.6' PLAT 1 P LAT', 0 F 3y P 317.6' PLATSURVEY _ . __ .. _ -_ _ _ - � ......_ __ __ __.,_ _ _ .._- - - - _ -__ -__ . __ -_ ..__ _ - _.- - � _1 317.6' PLAT J W F- N LOT 25 WF23- { LOT 24 LL LOT 23 J Q 10o 10w OL2;1n Z -3&. LINE CHART _j LOT 22 m x 1oa 7wF2a os.5o WF2s-s7 7 L1 - S66°32'39"E 28.11' o - 5 \ L2 - S00°29'1 TIE 27.06' a 105.6 v v �� v z� v L3 - S15°51'06"E 21.62' w [ 348' EAST OF THE NW CORNER �� "" - L4 - S62°50'33"E 62.54' OF THE SE 1/4 OF SECTION 20-22-28 - _ _ WF26 vv �_ �° -- _ 5 \ N eya1AE NO 1C / POB (LESS _ °33F o�F2> S\I6 B � e P�,�.* SET 1/2" IR & > oo s p WF21 104.6 i �� _ Lu Wllrt FLOQ44NAY BA A1062 _ o �,(� \ 34� ~`" \��03 ,g2 10 gg S89o22'40"E 220.75' MEAS ? ALSO Sp, F,� „6a, . , '� ,o EAST 220' NORTHERLY BOUNDARY LINE F E sap3 ' of ^ FND 5/8" IR$�- 4F,1D 5/8° IR ESTABLISHED BY SURVEY BY HOLLIS J' LB #2108 #3867 wWF20 N, /,109.9 - _. - .0.8WFx,o3.z/�xx'0.4TN,2.18'E 6g7;2^oAK os �� 5`,�� ENGINEERING, INC., DATED 01/16/01 x 405.5�%101$/ Mi 3396 \ \. C.., _// , , �' _---.-.---- \��r77 �106.9\ S"2 i\ W „�' / _ 3' r s r / i N O 7 / I S' ! wL= p r �.i 2 �Fzs _ _ _ qC O L' F 10 o 3 s WETLAND LINE 3` =� `�www,.\ _ oNSFRV T �3` �R4 Y2 Figs \4\ / /' 4 ofi.z �oa710 q 101 � (js 0 105.2 7� / / / _ ozs \s }; cis s ` B # 1/081R / , - _ rrS >D "„ _ \ 9§ ""\G---B> ti._ . _� R 4 x 06.4 g"\°" 16x / / 116.6 �3'\ - _ - -L L NW CORNER OF // /' x _ WFII ' ss s8 GEORGIA STREET 114.3 i y 0,. OAK 16 _ r x , - - - CENTER Or 10 WIDE CREEI�SI��V1/I�1 -u�-, 70p - _ - _ AND CALIFORNIA - - _ o o ,� s F F ( Ell AVENUE / - M O6.Bxi / h't >� R L CREED PB 3 G 7\ 75 _ I sHOA � � � _ _ _ Bas�F ao LEvaTI3 sss - - r,\t t. . _e 7e - , oa _ - « _ i v r^A3� (ALSO BEING THE 116.8 \ \KITH FLOb AY\IOn.> = 6S 05 _ xxi_;.„,_ _ _ _ _ SOUTHEASTERLY ,1'12s� o /ry 8 x - - 115.e - - - _ x 114Z4� \ - 193.2-x - - rob: 1os _ _AE"-F.0-`':,-.� _`.:�„- _I- c2� CORNER OF LOT 22) ' o yx �� ,��\\ ILL _108.0 WF3z - S76o74' 7�07 -- '- x F 7F _ _� E {f7 k _ ,x�.1 fl.a i - - - - -- - - \ _ os ,7- - - - oa 9- - } Sass - -_ WF3 \ ..h`C` �y �qs �py0 C1j G (SHOAL CREEK - - ' _ \ \ - _ - - - - - - - - - - 1os.a7t= \ _'g�oo�r }_ �, \' \.'�\S� F 90 9! A6 PB 33, PG 73-75 0.4 111 / / / L c:111 - - - WF33 - _ - -- \ \ 4 a,.7 , 97.5 O �� CC, (�A� / / x 115.2 Q "�-}- Q 1 7.2 �S7g° �•��± ::Y LOT 33 & THE W 111.6 1 �r---------- �\ --- -- 112 -----.---- \��-[� 1 2 \ l ��"�,.� 1/20FVACATED - ('� (� v f(` / Q x /o / / a -_ g 0�� ------ t,s� _-- oO vvvvv v v v vv �� \ S� Cp�� cA� o RMONEAST N W a.�( /I' / / w -- - ------------_ \W I \ \ \ \ \ \ \ \say \ �s ff�°u 9iC�`PERORB6936, C7 °� ' / /x 1121 / x11s.7 ----__ 4 -- - --- \\ \ \ \ \ \ \ \ \ N\ p p `O u PG 2686) x \ L 1 \ -_ __- \ \ \ Z / - _�. _ _.-_fir __ .f / Y_ :_ ._,..-. _ .. - _ _ __ 118.0 _ _ - _ .-_. -- - 115.1 \ \ \ �i N _ _ x - -..,.. - x ....... -.,. - - _, _ . -...- - - - _ - \ \ S Ui`H LINE F\L o \ O > /O115.3 115.3 7.7 - _ -- �__ _ _. - x \ \ \ \ \ \ P OT LLJ-- .9"AKW U <x118.2 o w ror rn I _ EAST-E.,R. L_ Yx116.4 Z%17.1 S89 40 37 E 147.52_ -M-EA- S ND5/8��oL 1Y III 1 a xh I w 115 �� GEORGIA STREET (60 R/WB #1977 ) (UNIMPROVED) L 12o WEST of THE Nw co Lo 99� I ALSO CORNER OF GEORGIA STREET Q w ( 7tx a. / / x118s _ # ANDCALIFORNIAAVENUE (TO BE VACATED NOT INCLUDED) rND5/8"IR,NO CAL NIAA ENU zm ! / / / / / 0.3TS, 3.32'E - - . / (� ° �" , �,: i 'k1,7.4 ;. - -_ __ __ - - -.. _ x118.6 \ `� _'__%�..17:4"--%--.____ ...- _ �`___..____-.._._.____ ,5__ ._..- / _ _ `_ __-._.._..1 - ./..__ _ _/_- _'� `__........ -L ...- 1......._..._.1..---i'---_-1-.. _ I ^ __-I ._-I _ ..._.-__..._._..-__-._.-__...........__-___-- h U _� s CMI w YY ^e OAK It / / / / / / / / / y 'D U Z 115.4 / \ 17.8 / / / f 1 M 1 O co I OAKf 4I�,. (VACANT - NO QI��rLDINGS� / x�65� ! z> Z - / / / / / / / / // / / / / / j p co ( / i x119.8 - A / WO,O� C�ED�' / / / / / / / / / / / / /Q1 / I �d19.6 x20.. ___ ( / / am/ / / p, x - x 120.2 120.1 x v /, / / / / / / / / /S1 / / U r.1�7:3 19.8x 118.9 / / / / / / ib0 / / / / w Z 9.2x w x11�.1 / / �' ' / / / / / / / /�°/ o� / / / / / / / 0 . WF38 x1173 x117.1 / / /z `�� / i / / / / / / / / / / / / / / / /1 /,� / x 1197 391167 / i' / 113.8 / / / / / -cp I / 119 x x / / l / / l 11 114.9 ro / .x ��a/ / 391199 ROgp _( p l / V I ( I V I I I l l / / / / a v> I9841 120.9 A I I A V I I I l / / / / x 48"OAK//� 10'0\\.3 x,19.6 x119.I \ \ I / / / WF34 � I 1 A \ x \ \ I I 1 / / / / � / I i18.87 ik& %� / x120.7 97.8\ 119.1 x96.4 I / x120.s \\ \\ \ \ \ \ I I I I , I / / , / / / / / /WF40 / \ 0 7 x l M \ \ \ \ \ \ I I I I I x CD / / 4 11924 z x 119.7 ( x 120-3 x 1V19.2 V A \ x 113.8 I I I 1 / / / / / / / / / F sr s v ' O \ \ xzoV A A A 1 I / / / / / p�` / / / I x 96.0 \ l CL x120.1 \ I 1 \ \ `g14.3 \ \ V / / / v v v v 96.2 / V 12133111t ( 1 A R 1 1202 .,v x \ / I I A [ ' ' I I I I x / / / / / //.. / // / I WF41 0 // // M Q x 119.9 / x 120.2 120.8x / / q / / / ro (y W x1 8.6 / /3g101.5 AF // // ? (►� x 120-4 I 1 cb I I I I I I I I I / Irn O CD � 120.0 120.4 II I x I I II I �I ,' ,/97.9 LOT 28 +�ry 121.3 YY Q x LOT 26 x 1 x 119.4 1 / ,LOT 27 I , , I II I I �¢¢ I x 97.4 I WF42 I �+ W (.0 x 21 1 v _nj/ V I 96.2 x 95.9 � W \ \ l I 107.3 I I I I D_ / xq-A Q rM <v N I I I x 11191 I �oI /l I I 1I Lc-) ( N ig x x12L5 (.0 , (fl O Q J Uo x119.7 x I� x121.o WF43 m x 129.1' i , / I / , / / , I I I x 97.9 96.5 962 U` Z A l / 'og x 10�.5 11 \ 1 x a 0 109-9 I 1 I I t I 1 \ A (� 122.2 \ `� \ / ' I / / i 1113 I / 1 I I l x 1 V A II I I\ I \� \ \V A \ u- af ro af x rn V 7 ///// 2-34"OAK I , A I \ \ V A\ b, �Lu Lu x117.2 / / 1113.8x/// (0 Z Z /C107.6 I II I V AV I \I A V A \ \ \ �� / WETLAND LINE 2 O W , ' I V V \\ \ h D O- 113.E x119.2 // x121.2 111� x w Q w Of / 0 F_ x V A I I A A A \! \ \ WF44V / / O x x x122.0 / 111.4 V 107.9 v 98/4 121.0 A x 118.1/ , [E I \x 110.9 Y vx Q \x 6,6 f \ / BASE FL00c LINE I n / O I (WITH FILOODWAY)\ VVF45 96.8 121.7 x 116.2\i x112.7x11�4 V A A I V A I I \x102. I 121.2 \ V I V / I I I f I V A AV 1 1 A I x 1014.4 j \ V ON \ / x V x 1ELl 4.9 109.0 v WITBASH FLOG WAY--1��7 9E RNER OF \ V A A I I I x I V A &' QAK V A \ LOT 5, BLOCK 5 V A A I 115. I ( \ 111.7 OAK I A V A \ V A A A V o� v no F N&D \ \ \ 1152 x i \ 1.3x \ \ \ \ \ \ \ 102.8\ \ L. \.,` ( . t 4)E.rl NF 7 I \ 114.4 \ \ \ \ N \ \n i , )1 I ,"y, Lit,,, x 1z�,6" x121.9 31 T PLAT FND 518" IR 121.3 � A � 11aa � �I � / I � x111�3, � � SET 1/2" IR v �vW'F� o � I 59.71 LAT ILLEGIBLE 3C121.3 x121.4 121.2* V 119.7 \ / 116 113.1 \ ft� \ , x o n , 116.9i x� l I "7 111 > x1111 109.5x \ \ \ \ 317 PLA T LB #4475 \ S8915 s"w PLAT S89 5511 � 865.86 ME S \ \ \ 12 . -OW 'OW _____:_______ OW' O �1/G"=-.....-0-___6-G� OW 9.9.......... / OW OW W E3 -- OW 1 O OW ________ 1 i l ?, \97.1 z1.o �{'`� _ � ow -- ow ----- P � 0°08'4S"W v 1os.6 wP47v v � xs6.1_� SET 1/2" I ASPHALT \ x120.5_ 18.0 _ _ - = 115.8 - _ - - - _ 114. _ / , / V A A 7.3x VACATED MAIN STREET R m 121.7 120.7 - W J 116.5x - - - 111.4 30. 0' M EA oy � +. A (PER ORB 4926 PG 3959) LB #4475 i22.2 12225 121,X 121.21 x I � A S _ 53 1254:;1 121. 19.8 i 13.9 O A3 y�� 122.54 DIRT ROAD 121. 20.4 v DIRT ROAD / 116. A / /4' A A A OS , ygtlAV/ 7J, p EAS izz. 22.00 .."".,; q M +- O 121.4 120.8 \ 119. 117.9 A A i 3.0 72 A V A A _ _ 4r0 7 �,� l SW OF \ 20, 19.4 I 115.1 \ 13.9 113. / �v , \\109. �_ _589°51�15"W 17701,E-.. -_. 8 -�_.-- _�..�,-�� __� �,-S89 51'15'W 248.94' ________� ._._.___ 21 - THE NW 1/4 OF 21.7 zo:7 5.5 - - - -�14. zs v - - - os -_ _ ,os - 06 _ °w TH 21.1 - MAIN STRE (R/W VARIES) 2.5 \x,9.7 199 „- 67-----_\' - - v'SET1/2"I - 2-- - - - - $ SECTION 20-22-28 - - _ 4.ox x11z.a �,� TRACT "B" / _- - - - 4 4A---- \ \. \ FND CM 5' BARBED _ DIRT ROAD LB #4475 / f� 4 4� - _ - - _ \ \ \ \ \ \ RETENTION/DETENTION AREA UP 1'L4' WIRE FENC� x121.6 a� `'o / 76 r5 -' a "9 Off, �� jj m W16.4 t15� \ PB 35, PG 126 \ .�- --�x1391157 14.4 x117.1 16.4 1144x - 114 -121.5, xl19.5 x117.1- - 7_ - --_1_ x115.3 - -1A.3 - � A ALL OF LOTS 22, 23, 24, 25, 26, 27 AND 28, BLOCK 6, MAP OF OCOEE, SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK A, PAGES 100 AND 101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. LESS THOSE PORTIONS OF LOTS 22,23 AND 24 SITUATED NORTH OF A LINE GENERALLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF LOT 24 LOCATED 348 FEET EAST AND 390 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 20; THENCE GO SOUTHEASTERLY 170 FEET; THENCE EAST 220 FEET AND CROSSING THE EAST LINE OF SAID LOT 24 AT A POINT 180 FEET NORTH OF GEORGIA STREET; THENCE SOUTHEASTERLY 265 FEET TO A POINT ON THE EAST LINE OF LOT 23 AND SITUATED 100 FEET NORTH OF GEORGIA STREET; THENCE SOUTHEASTERLY 225 FEET TO A POINT ON THE SOUTH LINE OF LOT 22 SITUATED 120 FEET WEST OF THE NORTHWEST CORNER OF GEORGIA STREET AND CALIFORNIA AVENUE; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID LOT 22 TO THE SOUTHEASTERLY CORNER OF SAID LOT 22. ALSO LESS THAT PART OF SAID LOTS 22,23 AND 24 LYING NORTH OF BRANCH. TOGETHER WITH THE WEST 1/2 OF CALIFORNIA AVENUE LYING EAST OF AND ADJACENT TO LOT 28, BLOCK 6, TOWN OF OCOEE, PLAT BOOK "A", PAGES 100 AND 101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND EAST OF GEORGIA STREET, AS VACATED PER OFFICIAL RECORDS BOOK 6936, PAGE 2686, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. ALSO TOGETHER WITH THE NORTH 1/2 OF MAIN STREET LYING SOUTH OF AND ADJACENT TO LOTS 27 AND 28, BLOCK 6, TOWN OF OCOEE, PLAT BOOK "A", PAGES 100 AND 101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, AS VACATED PER OFFICIAL RECORDS BOOK 4926, PAGE 3959, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. 1. BEARING STRUCTURE IS ASSUMED AND BASED ON THE MONUMENTED NORTH RIGHT-OF-WAY LINE OF MAIN STREET BEING S89°55'1 VW. 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS BUILDING/LOT LIES IN ZONES "AE-FLOODWAY", "AE", "X-SHADED","X", BASED ON FLOOD INSURANCE RATE MAP NO. FM12095CO220F, COMMUNITY NO. 120185, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, EFFECTIVE SEPTEMBER 25, 2009. 5. ACCORDING TO FLORIDA STATUTES CHAPTER 472.025 A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 6. THIS SURVEY MADE WITHOUT BENEFIT OF COMMITMENT FOR TITLE. 7. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED. 8. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 9. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK #S1529020 HAVING AN ELEVATION OF 117.980 FEET, (NAVD 88). 10. THE WATER BOUNDARIES SHOWN HEREON ARE SUBJECT TO CHANGE DUE TO NATURAL CAUSES AND MAY OR MAY NOT REPRESENT THE ACTUAL LOCATION OF THE LIMIT OF TITLE. 11. TREES WITH 32" DBH(DIAMETER AT BREAST HEIGHT) AND GREATER, HAVE BEEN SHOWN HEREON. A TREE COUNT HAS BEEN SHOWN FOR ALL OTHER TREES WITH 6" DBH AND GREATER. � LAND AREA TOTAL: CONTAINS 1,186,397 SQUARE FEET OR 27.236 ACRES MORE OR LESS. UPLAND: CONTAINS 866,408 SQUARE FEET OR 19.890 ACRES MORE OR LESS. WETLAND: CONTAINS 319,989 SQUARE FEET OR 7.346 ACRES MORE OR LESS. NOTE: AREA CALCULATIONS INCLUDE THE GEORGIA STREET RIGHT-OF-WAY SHOWN HEREON. VICINITY MAP (NOT TO SCALE) N W Z W Q W E z __ S �, QP 0 0Y MAINE STREET G_N SOUTHEAST PARCEL / IA_1:1: a:3: IIIIII I: 1111 3EDALIA STREET I W. COLONIAL DRIVE BOUNDARY SURVEY DATE: per 5J-17.051(3)(b)3 Florida Administrative Code DATE: I JOB # I REVISION w Z w Q 05/22/15 07/02/15 1 42114 1 ADD BASE FLOOD LINE I TWR BOUNDARY, TOPOGRAPHIC & TREE SURVEY SCALE: 1" = 60' CF# OCA-100-LOTS22-SPC-EMAIL 14 FIELD DATE: 05/22/15 MII TWR PREPARED FOR: CITY CENTER WEST ORANGE LOCATION: 600 E GENEVA STREET SUBDIVISION NAME: OCOEE, ORANGE COUNTY, FLORIDA 34761 TOWN OF OCOEE THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 51-17 AC C U R I G H T FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net I ACCU@AccurightSurveys.net "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED PHONE: (407) 894-6314 FAX: (407) 897-3777 SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPE Mayor Rusty Johnson City Manager Robert Frank I WN x4k ocoe(>- florlda STAFF REPORT TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner DATE: March 3, 2016 SUBJECT: Oak Trail Reserve PUD Preliminary/Final Subdivision Plan (PSP/FSP) Project # LS-2016-002 ISSUE: Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Angel de la Portilla, District 3 Joel F. Keller, District 4 Should the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Oak Trail Reserve PUD? -ew Oak Trail Reserve PUD is located on the northeast quadrant of the intersection of Clarke Road and Clarcona-Ocoee Road. The subject property is approximately 38.62 acres in size of which approximately 3 acres are designated as wetlands. The subject property is currently undeveloped and is partially covered with trees mostly on the south side and along the eastern boundary of the property. The remainder of the site is open field. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE JURISDICTION EXISTING LAND USE / ZONING North Low Density Residential I Orange County SFR(s) / "A-l" Agriculture East Low Density Residential t City of Ocoee Vacant (West Orange Trail) / "R- IAX' Single - Family Dwelling South Low Density Residential City of Ocoee Vacant (West Orange Trail) / "R- IAX' Single - Family Dwelling West Low Density Residential City of Ocoee I SFRs (Arden Park North) /"PUD" Planned Unit Development The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The surrounding future land use is "Low Density Residential" except for certain portions to the northeast which are designated as "Conservation/Floodplains". On January 19, 2016, the City Commission reviewed and approved the Amended PUD / Land Use Plan for Oak Trail Reserve PUD. The Planning and Zoning Commission Meeting Date March 8, 2016 e Page 2 of 3 DISCUSSION: The Oak Trail Reserve Preliminary/Final Subdivision Plan is a residential subdivision that proposes a total of 123 single-family residential lots with a resulting density of 3.18 units per acre. The subdivision is proposed to be gated with the residential streets owned and maintained by the homeowners association. The residential lots will be approximately (41) 42.5 feet by 110 feet and (82) 52.5 feet by 120 feet. The single-family residential homes will range from 2,200 sf to 4,950 sf of living space. The development is proposed to be constructed in two (2) phases. As shown on the plans, the subject subdivision will have one (1) access point off the extended N. Clarke Road. The construction of the extended N. Clarke Road will be facilitated through a separate development order. The Plan shows a 6-foot high wall with landscaping that will be installed along the extended N. Clarke Road. Landscaping with aluminum railings and columns are proposed along the West Orange Trail. A black chain link fence will be along the water retention/conservation areas adjacent to the subdivision boundaries. Landscaping and a vinyl fence will be installed along the subdivision northern boundary. It should be mentioned, that there is a wetland area (+/-3 acres) that is programed to be impacted and converted as an open space water retention feature. This wetland area is of little or no environmental value. It is presumed that it was an old cattle water pond which overtime has accumulated wetland characteristics. There is one (1) waiver from the Land Development Code that is currently requested. The waiver is supported by staff since it aids in the hydrology of Trout Lake. The Preliminary/Final Subdivision Plan is consistent with the Amended PUD/Land Use Plan for Oak Trail Reserve PUD. Finally, potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water (when available), police and fire protection. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 1, 2016, and reviewed the Preliminary/Final Subdivision Plan for Oak Trail Reserve PUD. There were technical issues to be addressed from staff that were identified in written comments and/or presented verbally. The Applicant agreed to address all the remaining staff comments. When the discussion was finished, the DRC voted to unanimously recommend approval of the Preliminary/Final Subdivision Plan for Oak Trail Reserve PUD, subject to the resolution of the remaining staff comments. Subsequently, the developer has proposed to slightly modify the plans to address the Florida Building Code separation requirements. As a result, residential lots will be reconfigured to be (25) 40 feet by 110 feet and (101) 50 feet by 120 feet The resulting subdivision will produce three (3) additional residential lots, resulting in a total of 126 SFR. Accordingly, new plans will be revised and presented to the City Commission, and the PUD/Land Use Plan amended in order to be consistent with the requested modifications. Staff recommends approving the PSP/FSP as presented with the requested modification as part of the resolution of staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Oak Trail Reserve PUD, subject to resolution of staff comments before the City Commission meeting. The Planning and Zoning Commission Meeting Date March 8,2016 Page 3 of 3 Attachments: Location Map; Future Land Use Map; Zoning Map; Aerial Map; Preliminary/Final Subdivision Plan for Oak Trail Reserve PUD. 00 T 0 N N N 11-1 0 11 3 0 0 0 / W c CL 0 U 0 v / 0) 0 U L0 W 0) C U Lri / 0 N 0 0 A TRACT OF LAND LYING IN SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, AND SECTION 04, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA AND RUN NORTH 00005'11" EAST ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 33 FOR A DISTANCE OF 594.20 FEET; THENCE NORTH 67040'37" EAST, A DISTANCE OF 32.46 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00005'11" EAST, A DISTANCE OF 787.49 FEET; THENCE SOUTH 89039'15" EAST, A DISTANCE OF 1,296.90 FEET; THENCE SOUTH 00'10'58" WEST, A DISTANCE OF 182.76 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A TANGENT BEARING OF SOUTH 44052'59" WEST AND A RADIUS OF 1,303.24 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 23045'14" FOR A DISTANCE OF 540.30 FEET; THENCE SOUTH 21007'45" WEST, A DISTANCE OF 175.70 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2,834.79 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09012'52" FOR A DISTANCE OF 455.90 FEET; THENCE SOUTH 59039'23" EAST, A DISTANCE OF 5.00 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A TANGENT BEARING OF SOUTH 30020'37" WEST AND A RADIUS OF 2,839.79 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04012'08" FOR A DISTANCE OF 208.28 FEET; THENCE SOUTH 34°32'45" WEST, A DISTANCE OF 290.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,612.02 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°21'53" FOR A DISTANCE OF 38.40 FEET; THENCE DEPARTING SAID CURVE AND RUN SOUTH 55053'39" WEST, A DISTANCE OF 209.54 FEET; THENCE NORTH 22'56'36" WEST, A DISTANCE OF 507.34 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1,000.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 23001'47" FOR A DISTANCE OF 401.94 FEET; THENCE NORTH 00005'11" EAST, A DISTANCE OF 134.54 FEET TO THE POINT OF BEGINNING. CONTAINING 33.939 ACRES, MORE OR LESS. OWNER CENTER LAKE PROPERTIES, LLLP CONTACT: JAMES P. CARUSO 102 W. PINELOCH AVE., SUITE 10 ORLANDO, FL 32806 PHONE: (407) 859-3550 APPLICANT OCOEE DEVELOPMENT III, LLC CONTACT: RICHARD C. WOHLFARTH, P.E. 2300 MAITLAND CENTER PARKWAY, SUITE 101 MAITLAND, FL 32751 PHONE: (407) 660-2120 FAX: (407) 875-8308 yr A NnrUv IBI GROUP(FLORIDA), RICHARDC.WOHLFARTH, it i PHONE:MAITLAND, FL 32751 4i ••i 1 FAX: (407) 875-8308 RWOHLFARTHgIBIGROUP.COM IBI GROUP (FLORIDA), INC. ENGINEER: RICHARD C. WOHLFARTH, P.E. 2300 MAITLAND CENTER PARKWAY -SUITE 101 MAITLAND, FL 32751. PHONE: (407) 660-2120 FAX: (407) 875-8308 EMAIL: RWOHLFARTH@IBIGROUP.COM SURVEYOR IBI GROUP (FLORIDA), INC. SURVEYOR: WILSON WAY, PLS 2200 PARK CENTRAL BLVD. NORTH -SUITE 100 POMPANO BEACH, FL 33064 GEOTECHNICAL ENGINEER G.E.O. ENGINEERING & SCIENCE, INC. ENGINEER: GABI STEPHAN, P.E. 250 S. RONALD REAGAN BLVD-SUITE 114 LONGWOOD, FL 32750 PHONE: (407) 379-9510 EMAIL: GSTEPHAN@GEOENGINEER.INGINC.COM IBI '•J• (FLORIDA), LANDSCAPE ARCH: DEBRA HERNANDEZ 2200 PARK CENTRAL BLVD NORTH -SUITE 100 POMPANO BEACH,1•4 • • •i • it DEBRA.HERNANDEZgIBIGROUP.COM ENVIRONMENTAL CONSULTANT MODICA & ASSOCIATES ENVIRONMENTALIST: ELAINE IMBRUGLIA 302 MOHAWK ROAD CLERMONT FL, 34711 PHONE: (352) 394-2000 EMAIL: ECA@MODICA.CC _'N _B;� GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 to) 21 I ILIVA W L 199MMIU A I ILI VA 9&-q 111 D-D] 0 11 AT 0 IN OAK TRAIL RESLERVE PUD CITY OF OCOEE, FLORIDA JANUARY 2016 CITY OF OCOEE, ORANGE COUNTY SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST SECTION 04, TOWNSHIP 22 SOUTH, RANGE 28 EAST TAX I.D. PARCEL NUMBERS: 28-21-33-0000-00-021 28-21-33-0000-00-022 28-22-04-0000-00-013 WAIVERS FOR THE OAK TRAIL RESERVE PUD DECEMBER 2, 2014 CODE REQUIREMENT PROPOSED STANDARD JUSTIFICATION 6.7(B)(1)(3)(d) DESIGN STORM DISCHARGE 25-YEAR/96 HOUR STORM PROVIDES FOR RECHARGE 100 YR DISCHARGE BASED ON OF TROUT LAKE SJRWMD CRITERIA FOR PRE/POST ALLOWABLE DISCHARGE ENGINEERSIBI GROUP (FLORIDA) INC. o SURVEYORS o PLANNERS ENVIRONMENTALLANDSCAPE ARCHITECTS 10 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751 (407) 660-2120 ORLANDO 2200 Park Central Blvd. N., Suite 100, Pompano Beach, Florida 33064 • •• 0 UT VICINITY MAP SCALE- I" = 2000' PERMITS REQUIRED I AGENCY I PERMIT TYPE I DATE APPLIED I DATE APPROVED I APPROVAL NO. CITY OF OCOEE SHEET INDE) C-01 COVER SHEET C-02 CONDITIONS OF APPROVAL C-03 EXISTING CONDITIONS PLAN C-04 EROSION CONTROL, M.O.T. & DEMO PLAN C-05 EROSION CONTROL & M.O.T. DETAILS C-06 SITE PLAN C-07 SITE PLAN - AERIAL C-08 SITE TRACT PLAN C-09 SITE LIGHTING PLAN C-10 GEOMETRY SITE PLAN - NORTH C-11 GEOMETRY SITE PLAN - SOUTH C-12 TRACT DATA & CURVE TABLE C-13 SITE STRIPING & SIGNAGE C-14 TRUCK ROUTE PLAN C-15 SITE PERIMETER TREATMENT PLAN C-16 BUILDING ELEVATIONS C-17 WALL AND FENCE DETAILS C-18 CROSS SECTION C-19 UTILITY NOTES C-20 OVERALL UTILLITY PLAN C-21 UTILITY PLAN - NORTH C-22 UTILITY PLAN - SOUTH C-27 MASTER DRAINAGE PLAN C-28 PAVING AND GRADING - NORTH C-29 PAVING AND GRADING - SOUTH C-30 PLAN & PROFILE - STREET A & C C-31 PLAN & PROFILE - STREET D STA. 0+00 - STA. 12+30 C-32 PLAN & PROFILE - STREET B - STA. 0+00 - STA. 11+50 C-33 PLAN & PROFILE - STREET B - STA. 11+50 - 23+00 C-34 CIVIL DETAILS C-35 CIVIL 'DETAILS C-36 CITY OF OCOOE UTILITY DETAILS C-37 ORANGE COUNTY UTILITY DETAILS C-38 ORANGE COUNTY UTILITY DETAILS C-39 ORANGE COUNTY UTILITY DETAILS C-40 ORANGE COUNTY UTILITY DETAILS C-41 LIFT STATION DETAILS C-42 LIFT STATION DETAILS C-43 DRAINAGE DETAILS C-44 DRAINAGE DETAILS C-45 TREE PRESERVATION PLAN L-01 LANDSCAPING PLAN L-02 LANDSCAPING PLAN L-03 LANDSCAPING PLAN L-04 LANDSCAPING DETAILS IR-1 IRRIGATION PLAN IR-2 IRRIGATION PLAN IR-3 IRRIGATION PLAN IR-4 IRRIGATION DETAILS S 1 BOUNDARY SURVEY S2 TOPOGRAPHIC SURVEY CITY OF OCOEE — INITIAL COMMENTS ITE CASE NUMBER: IBI PROJECT NUMBER: 1.00207 HOURS48 •- • � qy 811 or :00i 1. _ 1 1. 1 �1 1. �. • •• APPROVED BY THE CITY COMMISSION ON JANUARY 19TH, 2016 UNDER AGENDA SECTION F, ITEM 4 i' n T 0) 3 0 a_ a Q 0 c 0 c 0 U I Y 0 O 0 c 0 c 0 U c 0 U 0 0 0 'v 0 Cn c 0 0 rn r O N O 0 1.* THE PROJECT WILL BE DEVELOPED IN TWO PHASES. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS & OTHER RELATED SERVICES). 2. ALL COMMON AREAS WILL BE OWNED AND MAINTAINED BY ONE MASTER HOMEOWNERS ASSOCIATION. 59. THE DEVELOPER HAS DEDICATED AND CONVEY TO THE CITY TRACTS 'G' AND 'P' MAP (CLARCONA -OCOEE ROAD/WEST ORANGE TRAIL TRACTS) WITHIN SIXTY (60) DAYS FOLLOWING REeEIPT OF WRITTEN NE)TIeE FROM THE eITY 3. WATER AND SEWER SERVICE WILL BE PROVIDED BY ORANGE COUNTY. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO ORANGE COUNTY. REQUESTING THE BUT IN EVENT LATER THAN THE DATE E)F APPRE)VAL E)F A FINAL SITE PEAN E)R PLAT FOR ALL OR A PE)RTIE)N E)F THE . 4* A MASTER REUSE WATER SYSTEM WILL BE INSTALLED FOR IRRIGATING COMMON AREAS. SINGLE FAMILY HOMES SHOULD EACH HAVE A REUSE METER. 60. THE DEVELOPER HAS DEDICATED AND CONVEY TO THE CITY TRACT 'F' MAP (CLARKE ROAD-HOBSON ROAD TRACT) WITHIN SIXTY BAYS FE)LEE)WING REE)EIPT- E)F WRITTEN NE)TIGE FRE)M THE e1TY REQUESTING THE SAME, BUT IN NE) EVEP4T EATER 5.* PROPOSED ROADWAYS WILL BE .^___.__. ^E^'^_..".T�`_'. PRIVATE THAN THE DATE GF Af]f]RGVAI GF A FINAL T FE)R AI i E)R A PORTI i nC THE PR PERTV Inrcla Inc vrsle yr TCI I revvrce yr rc rllars� SITE FLAN ��-P�i�r-rr�,.�r�-re�vr�rl�orcTr�l�n,.n--rntTrc�r-eTc-r. � 6.* THE STORMWATER SYSTEM WILL BE DESIGNED IN CONFORMANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. ALL STORMWATER PIPES, INLETS, MANHOLES AND STRUCTURES WILL BE OWNED, 61. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'E' (CONVEYANCE TRACT) W OPERATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. ALL STORMWATER POND TRACTS, INCLUDING LANDSCAPING WITHIN THE TRACTS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNER'S THAN THE APPROVAL �F A FINAL SITE PLAN oLAT FOR ALL noon PORTION OF THE PROPERTY. :2 ASSOCIATION. THE CITY WILL HAVE A STORMWATER DRAINAGE EASEMENT ACROSS THE STORMWATER POND TRACTS. SIDE SLOPES WILL ADHERE TO THE CITY OF OCOEE LAND 62. WITHIN THIRTY DAYS OF RECEIPT OF THE WRITTEN REQUEST FOR ANY CONVEYANCE OF LAND SET FORTH HEREIN TO THE CITY, THE DEVELOPER SHALL PROVIDE THE CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND O zo DEVELOPMENT CODE. SKETCH OF THE DESCRIPTION FOR THE LAND TO BE CONVEYED, SAID DESCRIPTION AND SKETCH BEING CERTIFIED TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE LAND SHALL BE DEDICATED AND 7. SOIL INFORMATION IS PROVIDED BY ORANGE COUNTY SCS. CONVEYED BY THE OWNER TO THE CITY BY WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE WARRANTY DEED SHALL BE JCL Q 0 8. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY, PROVIDE THE CITY, A CURRENT ATTORNEY'S OPINION OF TITLE, OR A z o CURRENT TITLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE LAND IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS 9, ALL LANDSCAPED AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION TO THE LAND, INCLUDING THE COST OF THE TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES 10. NO RV OR BOAT PARKING WILL BE PROVIDED WITHIN THE SUBDIVISION. SHALL BE PRORATED AS OF THE DAY BEFORE THE CITY'S ACCEPTANCE OF THE DEDICATION AND CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIIBUTABLE TO THE OWNER SHALL Ld 11* INTENTIONALLY DELETED Lij O BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. NOTWITHSTANDING THE FOREGOING, IF THE CONVEYANCE OF THE LAND OCCURS BETWEEN NOVEMBER 1 U 12. ALL ON SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE SHALL BE PLACED BELOW GROUND. AND DECEMBER 31, THEN OWNER SHALL PAY ALL REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER O 13. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY. LL_ 14. A HOMEOWNERS ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE NOTED. 63. *STREET TREES SHALL BE PROVIDED WITHIN THE SINGLE FAMILY SUBDIVISION PER CODE REQUIREMENTS, O 15. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 RELATING TO COMMUNITY MEETING ROOMS. T GERcmTrIGATE eF E)GGUPA GY FeR EAGII BUILDING AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES, A MINIMUM OF 2 INCHES DBH AND 10 FEET TALL AT THE TIME OF PLANTING. THE REMAINING STREET TREES 16. BUILDING SETBACKS FROM RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK TO THE SINGLE FAMILY DEVELOPED HOME. SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT CODE. U 64. THE DEVELOPER SHALL COORDINATE THE DEVELOPMENT OF HIS PROJECT WITH THE WEST ORANGE TRAIL AND MAKE REVISIONS AS REQUIRED WHEN CONSTRUCTING CLARKE ROAD-HOBSON ROAD. 17.* EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS IN R-1 ZONING WILL APPLY WITHIN THIS SUBDIVISION TO THE SINGLE FAMILY DEVELOPMENT ONLY. 65.* INTENTIONALLY DELETED 18. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION POND TO THE HOMEOWNER'S ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, 66. THE HOBSON ROAD RIGHT-OF-WAY AND PAVEMENT WILL NEED TO BE VACATED FROM CLARCONA-OCOEE ROAD TO THE POINT NORTH WHERE CLARKE ROAD-HOBSON ROAD EXTENSION WILL INTERSECT WITH THE HOBSON ROAD RIGHT-OF-WAY. 0017 ~ THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: 67.* THE FOUNDATION (FINISHED FLOOR ELEVATION) FOR EACH SINGLE FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED ON THE PROPERTY SHALL HAVE AN ELEVATION WHICH EXCEEDS THE APPLICABLE N (i) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (ii) THE STORMWATER RETENTION PONDS 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO (2) FEET. INTENDED TO BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNER'S ASSOCIATION, (III) THE HOMEOWNER'S ASSOCIATION IS DESIGNATED AS THE MAINTENANCE 68* THE FINAL SITE PLAN APPROVAL WILL BE SUBJECT TO FORMAL APPROVAL, BY FEMA, A CONDITIONAL LETTER OF MAP REVISION FOR THE PROPOSED 100-YEAR FLOOD LIMITS. N u • ENTITY ON THE RECORDS OF THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S P T RESPECT T H H HAS N PROVIDED T WRITTEN STATEMENT FROM T HOMEOWNER'S ASSOCIATION A KN IN R I F TDEVELOPER'S69* PROPOSED MAINTENANCE LAN WI H RES EC 0 THE SWMS, AND (v) THE CITY S BEEN OV DED WITH A W TE STA EMEN RO HEC OWLEDG G ECE PT 0 HE IN THE EVENT GATES ARE INSTALLED ON THE PRIVATE ROADS THE GATES AND SUBDIVISION SHALL COMPLY WITH ARTICLE VIII, CHAPTER 34 OF THE ORANGE COUNTY CODE FOR GATED COMMUNITIES AS WELL AS ANY AMENDMENTS TO � �r THAT ARTICLE THAT MAY BE ENACTED PRIOR TO APPROVAL OF THE FINAL SUBDIVISION PLAN. FURTHER, IN THE EVENT ORANGE COUNTY RESCINDS OR CEASES TO HAVE REGULATIONS FOR GATED COMMUNITIES, THEN THE REGULATIONS IN z �0 PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. EFFECT AT THE TIME OF FINAL SUBDIVISION PLAN APPROVAL SHALL CONTROL. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE 'COUNTY" SHALL BE DEEMED TO REFER TO THE 'CITY" FOR PURPOSES OF THIS REQUIREMENT. cn Q Z _ 19. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE SUBDIVISION (THE "DECLARATION") SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, 70.* EACH RESIDENTIAL LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT OF WHICH ONE (1) WILL BE DESIGNATED AS A STREET TREE AND PLACED ON THE FRONT YARD. THE TREES SHALL BE A MINIMUM SIZE OF TEN FEET H z z do Q COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO DO SO OR SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO COLLECT (10') IN HEIGHT AND TWO INCHES (2') IN DIAMETER AT BREAST HEIGHT (DBH). z z m o LLJ m O QOON o ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 71.* EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF a_ U 1 20. THE DECLARATION SHALL CONTAIN A PROVISION GRANTING THE CITY OF OCOEE THE RIGHT , BUT NOT THE OBLIGATION, TO MAINTAIN AND REPAIR THE STORMWATER SYSTEM SHOULD THE HOMEOWNER'S ASSOCIATION AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. v Z z FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE HOMEOWNER'S ASSOCIATION, OR FROM THE DEVELOPER IF (i) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED. OR (ii) IF THE DEVELOPER IS STILL 72* THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING H w Y CL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM. PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR o ro � oc m m Q rn 21. THE DECLARATION SHALL PROVIDE THAT THE HOMEOWNER'S ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. THOSE LOTS. z j O o o Q 0 22. THE DECLARATION SHALL CONTAIN A PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE HOMEOWNER'S ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO 73* REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SITE PLAN OR FINAL SUBDIVISION PLAN, AS O k CL N o APPLICABLE, FOR THE PROJECT. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT w THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING EACH TREE NEEDS TO BE REMOVED. 9' ry 3 z IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO 74.* IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO Q 3 DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE HOMEOWNER'S ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE a _ PROTECTION BARRIERS. a � N 23. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE 2 w "� IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 75.* NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF I_ N O PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE 24. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. O U) w W k o Z ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN 76* BEFORE ANY CLEARING OR GRUBBING PERMITS ARE ISSUED BY THE BUILDING DEPARTMENT, THE DEVELOPER MUST SCHEDULE A WALK THROUGH WITH THE STAFF FORESTER OR HIS DESIGNEE, TO w j j J THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION. IDENTIFY TREES TO BE PROTECTED. w r j.� z < v Q a Z ( Q Q Z o 25. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY WITHIN THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE z w ~ oz g HOMEOWNER'S ASSOCIATION. g 26. PROPOSED FACILITIES WITHIN THE RECREATION AREA WITHIN TRACT 0 SHALL INCLUDE A COMMUNITY MEETING ROOM AND MAY INCLUDE SWIMMING POOL, TOT LOT WITH PLAY EQUIPMENT, PICNIC SHELTER, N AND COURT GAME FACILITIES. THE COMMUNITY MEETING ROOM SHALL BE A PERMANENT STRUCTURE HAVING A MINIMUM OF 500 SQUARE FEET OF MEETING SPACE FOR 101 UNIT DEVELOPMENT WITH AN ADDITIONAL 5 SQUARE FEET FOR EACH ADDITIONAL UNIT UP TO A MAXIMUM OF 1,000 SQUARE FEET OF MEETING ROOM SPACE. 27. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEEL CHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ('ADA') REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 28. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AND SIDEWALKS ALONG CLARCONA-OCOEE RD., CLARKE RD. AND HOBSON RD. ALONG ALL OTHER PERIMETER PROPERTY LINES AND ALL TRACTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 29. A COMPLETE TREE SURVEY OF THE SUBJECT PROPERTY SHALL BE COMPLETED WITH THE PRELIMINARY SUBDIVISION DEVELOPMENT PLAN. PURSUANT TO CITY CODE. THE TREE SURVEY WILL INCLUDE ALL TREES OVER 8" DBH OR LARGER EXCEPT FOR CITRUS AND PINE TREES, AND DESIGNATE ALL TREES FOUND. 30.* INTENTIONALLY DELETED O 31. UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. ad >1� 04 O a 32. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO HOMEOWNER'S ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE a PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. 33. ALL SITE LIGHTING, INCLUDING PARKING LOT AND COMMON AREAS WILL COMPLY WITH THE LIGHTING STANDARDS IN SECTION 6-14 OF THE LAND DEVELOPMENT CODE, NOT TO EXCEED THE FOLLOWING ILLUMINANCE LEVELS - AVERAGE i•� ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 2 ; THE MAXIMUM LEVEL OF ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 7. um mi 34.* INTENTIONALLY DELETED O O 35. THE DEED RESTRICTIONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN CERTAIN REAR YARDS. THE SPECIFIC REAR YARDS AFFECTED BY THESE LIMITATIONS WILL BE DETERMINED IN THE FINAL SUBDIVISION PLAN APPROVAL PROCESS. < V 36* INTENTIONALLY DELETED. Z O 37. IN THE EVENT ANY RESIDENTIAL PORTION OF THE PROPERTY IS GATED, ONE OR MORE MANDATORY ASSOCIATIONS SHALL BE CREATED TO OWN ALL COMMON AREAS. PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT SHALL BE GRANTED TO ALL UTILITY SUPPLIERS FOR INGRESS AND EGRESS TO THE PRIVATE TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES, AND TO THE CITY ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. O 38. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 39. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AND/OR THE WEST ORANGE TRAIL AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE A GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. Z O AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES. 40. 41. APPROPRIATE SIGNAGE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO FUTURE SINGLE-FAMILY LOT PURCHASERS OF THE INTENDED USE OF THE PARCELS. SIGNAGE WILL BE A MINIMUM OF O V 32 SQ FT AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE. V 42. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 43. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 44.* [IF TO COUNTY] TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO THE COUNTY AT THE TIME OF PLATTING. LIFT STATION FACILITIES SHALL BE DESIGNED TO ACCOMMODATE A MASTER PUMPING STATION CONSISTENT WITH THE COUNTY'S UTILITY MASTER PLANS. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK OR WITH A DECORATIVE METAL FENCE AS DETERMINED BY CITY STAFF AND SHALL BE SET BACK NO LESS THAN 15' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 45. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER AT THE DEVELOPERS SOLE COST AND EXPENSE PRIOR TO CERTIFICATE OF COMPLETION BEING ISSUED AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. _ _ 46. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION 0 O� MUST BE APPROVED BY THE CITY COMMISSION. Q 0 � 0 La � 47. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS z J Ljj z I' I cv NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. Q 3�: w � 48. AN EMERGENCY ACCESS EASEMENT TO ALL RETENTION PONDS AND ALL DRAINAGE EASEMENTS WITHIN THE PROJECT SHALL BE GRANTED TO THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF o m cf) o U o PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY OF OCOEE, TO ENTER UPON THE SUBJECT PROPERTY OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM EXCEPT FOR THE PORTION OF THE DRAINAGE SYSTEM OWNED BY THE CITY AS SETFORTH IN CONDITION OF APPROVAL 6 ABOVE. 49.* A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND ORANGE COUNTY UTILITIES AND OTHER APPLICABLE N AUTHORITIES ACCESS AND MAINTENANCE OF UTILITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. w I U � O N I- w C) 50. ALL ACCESS RIGHTS TO CLARKE ROAD, CLARCONA OCOEE ROAD, HOBSON ROAD, TROUT LAKE ROAD, THE WEST ORANGE TRAIL AND PUBLIC ROADS WITHIN THE PROJECT, SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE O O ' TIME OF PLATTING EXCEPT AT APPROVED LOCATIONS. �v Z 0 C) U 51 * INTENTIONALLY DELETED 52* INTENTIONALLY DELETED 53* INTENTIONALLY DELETED 54. DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THAT CERTAIN ANNEXATION AGREEMENT DATED AUGUST 21, 2001 AND RECORDED IN OFFICIAL RECORDS BOOK 6332, PAGE 3000, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOTHING HEREIN SHALL BE CONSTRUED AS AN AMENDMENT TO THE ANNEXATION AGREEMENT. THE ANNEXATION AGREEMENT SHALL CONTROL IN THE EVENT OF A CONFLICT BETWEEN THIS PLAN AND THE ANNEXATION AGREEMENT. 55.* TRACT 'C' SHALL BE DESIGNATED AS A WET BOTTOM POND, TO RETAIN THE 100 YEAR FLOOD VOLUME WITHIN THE POND AREA AND SHALL SERVE THE STORMWATER NEEDS FOR THIS DEVELOPMENT, A PORTION OF THE CLARKE ROAD-HOBSON ROAD EXTENSION, AND THE PARCEL CONVEYED TO THE CITY NORTH OF CLARCONA-OCOEE ROAD AND WEST OF THE FUTURE CLARKE-HOBSON ROAD EXTENSION. 56. THE CITY MAY REQUIRE AT THE TIME A FINAL SUBDIVISION PLAN IS APPROVED FOR THE PROPERTY, THAT ONE OR MORE TURN LANES BE CONSTRUCTED BY THE DEVELOPER. 57.*THE DEVELOPER SHALL CONSTRUCT A 6' HIGH PANEL WALL ALONG CLARCONA OCOEE ROAD, AND THE CLARKE ROAD-HOBSON ROAD EXTENTION AND ALONG THE ENTIRE WESTERN BOUNDARY OF THE PROPERTY, WITHIN THE 10' WALL AND LANDSCAPE TRACT SHOWN HEREIN. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE 10' WALL AND LANDSCAPE TRACT EXCEPT THAT GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL MAINTAINED BY THE ADJACENT LOT OWNER. 58.* THE DEVELOPER SHALL CONSTRUCT A VINYL FENCE ACCEPTABLE TO THE CITY ALONG A PORTION OF THE NORTHERN PROPERTY BOUNDARY OF THE PROPERTY. A COLUMN & ALUMINUM RAIL FENCE SHALL BE CONSTRUCTED ALONG THE WEST ORANGE TRAIL ALONG WITH A BLACK VINYL CHAINED LINKED FENCE. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE FENCE AND ANY GRASS OR LANDSCAPING ALONG THE FENCE EXCEPT THAT GRASS AND LANDSCAPING ON THE INTERIOR OF THE FENCE MAINTAINED BY THE ADJACENT LOT OWNER. .AM • / iA :9] ;AblXM IBC CALL TOLL ,� __�� SUNSHINE STATE ONE CALL CENTER ..d 3-d 6- GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 / * UPDATED NOTES. MODIFIED DUE TO SITE REDESIGN REQUIREMENTS AND MITIGATION RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 >-Im IN N a) 0 C O 0 O m 0 N 11-1 11-1 -U a) 0 O 0) 3 vi C O 0 C O O 0) C O x W 0 1- 0 U) C n C 0 0 C O U 9) Ol 0 > .0 U) 0) C 0 0 C) r- O N O O L I------- lIIIIIIIIIIIIIIIIIIIIIIIIIl ---- 0 � 0 C/) --I C d� z C z � FT] ,--- C) co�� 0z co r IT, m / "� 0-9IV° Z _E c1 T � �, O 5555E -5 -A P� = m 4. z (A FND 6"x6" CM 4-' UNDER PAVEMEI /� NOT PLATTED N z C SOUTHWEST CORNER OF THE ARDEN PARK VENTURES, L_LC N/ = � ! SOUTHEAST 1 /4 OF SECTION _ TAX PARCEL C r1 Ili - TOWNSHIP 21 SOUTI-1, RANG 7 EAST 04--22-28-O000-00-001 � - I CIO n / WEST LINE OF THE SOUTHEAST 1�\41 0 � j-- OF SECTION 33, TOL}'tt`NSHIP 21 SH, NOT PLATTED < c f NORTNVV`EST C;C)RN[ R OF THE SW 1 /4 OF / / RANGE 28 EAST > = �/( ARDEN PARK VENTURES, L_LC THE RE 1 /4, SECTION 33, TOWNSHIP 21 z o _ � L NORTHWE`�xT CORNER O SOUTH, RANGE 28 EAST c� / / I "- TAX PARCEL SITE BENC HMAF7K r �� / PARCEL 2, EXHIBIT A", WEST LINE OF THE NORTHEAST 1 /4 `------- _ f ./' - C)4-22-2F1-C\OOU-ClC?--001 OF SECTION 4, TOWNSHIP 22 `SOUTH, NAIL. IN WEST FACE � / .�•1' / ORB 5123, PG 12G --- NC 7°4C�i'" DEC 1 " IP 32.46' �"- - SITE BENCI-IMARK RANGE �3 EAST OF P0L'V'ER F'OI�� 1' ENGVa 2D L1M C n I / T` FLORI ENT PERR DIST RIBUTION /f' _B 3775 1 �. T } BEGINNING NA.ILPIN OWE�R PULE FACE = %��)" R,/W` PER ORB 1956, PAGE 664 )IAI DEDICATION FOUND FOR THIS PORTION OF 1--IOBSGN,eROAa � / PAGE 1C?7D � /j R/V`t ` ELEVATION = 23� 74' _v_._� 30 PER ORB PAGE 665 - SECTION LINE N00'05'25"` l C/mB R LC P 1 .156 REC IRON NO__ C _ - N00'0 11"E 594_2CL' f \ 1409.20' -- - - - ----------------__--_-- ___ LB 4'291 tt_- a. woes N aoa ki/__ _� , , } ASPIH,�,LT//P1A;X,,E`ME--N� T - __ =: "} ° \ \ \ \ \ \ f} \ \ \ \ \ A f .,.IAL L ,PAVE-P 'PAVEMENT ---- — - - - -. v .�- -- - __ _ _ - - _ - - — - - - _- - -_- -- _ - ._ _ _ - _- - - - , - f-. _... __ \ _ _ -- _._ ----- _ --_ _ _._.- - - - - -- - -- - _ - - _ - - _.__ � �� ._.� _ -� ram. `gym _ �C� �C 05 _ _ ,� � � \\ �° _____`-e--�-=` \ � j �'- � � i �_ L� T-- � T _ _ w�--k-w =. _- .u--s,h.'9--�+u.: .. c,uY =-Tcatiw�,-eH — —uu �w -_ .._�-'Tw�—_cFHw.__�+w+M - , tivr-riw H av —. ::marmr=�S'Hw,.: =-- -,--e '-"Qii�rt--0 --- - -- - - - - - ,, m ,� 11 - a x x x _,....... is ____ x ,. x _,.....-;; x -- x --------x x--_---- "„s-- x --- x �,--x' 'fie- - `� _ --- .-_�-.x---- e ,- 7F. _ _ T } w"° — __ fi■-�.� F f r ,. . 7.� _� 7 T _.._ V f' -t i _ a— NOT ��1 ,401.WW 4' �- _.c_% /"21 v v v v v v ` \ V v _i, r � 5 i / ♦ _ RESLT 1" I v v v v ,, r �1 „� (_=2 ''`1 8 / J_; 1 ♦ r� ,/ r ' (' '� ------ � a v v v vv v v \ \ l r / 3 f l GFt. f f ♦ "/f r_-- - /0 2" " : ti LIB %T \ \ I LC)T 2 / / \� m \ \ \ \ \ \ \ \ \ rQ�15 CITY \ T-.IRON N iliE \ <' � a 'F \� \ \ \ \ \ \ / 07 /_ / r x / f` ♦ �!/' / - r' 3778, -� `v ` v_ v T EC ICON F v�Dv vASTc v J y Ev T� IE v1 CvSTv L F ET v 0 v r Cl-IAIf INK /F EN� TAX PA C Q�y - r ♦� / / - r /�--__..-_ l��E� v 1 v � T FENICE /(TY ICA/ I - - f - Yp 'GY___ ~ \ C}F I0L �C�)TIi11EOT\ 1 4\C?F\ TI1E \ / � % \ N G`�t _ ^ y r ,o / V I , _.;- _ ,v vv v va L E � " 9 1 v v v � \ \ � � I / / ( I- \c C}4-22-26-GC}C) C)-C149 c�2 r.LC s .x r / r r, __ ~. ~v v soup ST 7 E TIpN \33� \ / /r / x ' \ 'y ��.�� (zs �-270 , f f '' ♦ " f ff ff �/r / // // / /r v v A \ \ A _- �� TQC;=..47 ____ ,._...�.. "� v v v v =v O�.E3 N,~C) 4'Vv� v T VV`NSf I v21 StUTN,'vR Nt E v? ivvEA2T v /r E /u l tiA f f ♦ / / // / / \ \ \ \ \ \ \ / 3 \ \ I G_5 yE 000 1. 58 L / �. ET IRf�N E f r/ /, / rr \ 1 \ \ \\ \ \ \ r ( LOT �5 -) ?� fi & (LF3 77F3t -9 / r / / r \ C D 0j C n7 \ \ �- - tk I 0 N C I D } / / r f / \ c� -_� 00 cb c \ \ J \ 1 yc FCU e ( , flp \ \ C CX / 1 \ ! rrjvvl � � �_� v � v v � _.1 ) i 1 � t \ \ � r f I I \ n J f f , / rf f r / r I' ~ v �% v A l �/ r �� t i\ "� I... c. A.. � � d j ( a� ♦ ♦ / _ // � 1 Cf (7. `GNP l f r // // ,,}� r �_,�-.. v v `` v \ _ C~� C �� i t \ 1 t- ` vv f 1 I I ( {il n �" CL> / G, f I t !/ f / / / 5-13 -7-�..�...,.. \ V V i A \ c. C.0 v t t i I { V 1 1 \ t i ! I x 1 rn. (�-,� 0 `, w l / r r � v v v „�� V A A 1 l t , 1 N V i QQ v f ""/ A , 1 `i I / / 5 v a� V \ t i t t 1 � t Q" U, v f / I I t \ �x ?�" > ` t / ? r` C i I / / ,r TOO _72>23 /� v v 0\ ,_ \ \ -- " \ 1 i \ / f (� V !� �` ♦ i / f r / '� v\ v v v �y , v / LOT 4 r __ � C`� ` \ - ``1 ° -0 � �'` f i I '�'i - 9 9 F 9 V `` v \ 1 \ v '' V \ � 1 ! t i t v v f / / x -I v � I / �� f v v o v V ` v v I i p y \ \ \,' CC? i \ \ C yft) 'A OXIIVIN E i i { I \ \ \ \ g -j i \ / r Cr1 - " A A ♦� 'I i I`, 0o (T G2/ i l Il l l l , v vv V v v A 1 1 { i V \ ti v r f '` 6� C- ( I s v i I n (ELF -7 :4' E FLJR7E N ?TES} v v v v v v v v I I v v ~ ' `� QD 4 -= ==1 I x I k .r L 3.CJ - ♦r \ i CX ! I t { \\� `'' _�' .' ....�...�.. �� \~' ` \ \ \ Bi \ { i t t t t 11 \ \ \ \ \\ ff y4 -C j ( _ T x C I C?CLCi C)NE " \ \ \ \ \ _ ( T N P i / i i \ ! -) \ \ \ \ \ ` \ 1 \ \ , ~ I--,r I / \ 0.1. ACr',.. / i C� « \ / "'J t \ \ . ` ti \ \ \ TG�t - %. 2 \ \ f f \ P \I_B3 -e i � I I a C / \ \ \ \ '' '^ \ \ \ 3C \ \ \ / f / CA Cl) �I - - - T -- k l ♦ i I t v_ I STAKE( I h' t CA' ~ � � ` 4 V i �� , A A\ � v \ J ( re'lv�,, ,� v r, v \ ♦ CO CO C AL PRSO! EL ea \ \ 6 \ \ \ \ "EjC 1 , \ \\ \\ `�j \ \ J C C> \ ( \ 1 4 1 \ C C,3 -- 'A \ \ \ \ \ A I - _3 i ' 117. ,�, A ti v ♦ � � \ S7 /� v l." !� \ A \ A V A v / s1 LOT r \ \ \ \ R7t \ ~,RIG 3 OF \ \ \ f � � \ \ \ \ \ r 1 O 41 { \ \ \ C / \ \ \ \\ \ X�l \ \ \ \ 0 1 T \ \ ©\\ \ ` / \ `\ 7 g/) r \ ` (\ \ APPRbXll\��TE\ ` \ \ \ \ - \\ ♦ �` 5 5 C L \ \ 0 G'VE7L D L�MI T ] \ \ � \ \ \ U� \\ \ \ 11 ( - - x V A 1 ! \ \ \ f f \ T -11\11 \� \ \ eta \ �l _ - % u v v v fir/ / a F v f � S \ Tv TOC=v78.43vv LIKI-fS OFvv v v v v / N ��.A-svI_OC QED OAI A v v v v v v v,c 3 v v v ( �LOCK \ . \ \ \ 0 -29~ ~ - 1 \ T } \ \ i - III g� LOT o a \\ \\\ \ \ \ \ I \ \ \ \ 4 ! ! \ \ -+ n-I g ti \ io' \ \ \ \ \ 1 `Z \ \ C \ \ \ \ I \ \ \ \ -\ \ \ \ \ \ \ �D (t r \ i4 _ _. \ } \ \ ( I -- J X \ \ - Cn \ \ C - \ \ \ l _..-' A \ \ 1 \ \ \ \ I I 1 1 t 1 { \ ~ `-- I \ \ \ \ \ \ \ Cj'� �- \ \ \ G \ \ `'\ \ \ \ \ \ \\ \ \ \ -C-� 0 5 \ \ \ \\1 I \ \ \ \ \ \ J I \ \ \ \ \ i � ( �.... -- - - _ / I _.� i I / \ \ \ \ \ \ \ \ \ \ \ \ C P cA c? > \ I Ef \,p A - C>Cp \\ --_ \ 5=77.6?�i r \ \\\r \ \\ \ ;`� - Cis r - '11\5 \` \ \ F ( \ \\ �\ i > \ ` I I I LOT ti� \ \\ \ \ TV C=L3.6 \\ / l`' 7 \\\\'\�i \\ Q \ �f t f \\ \ r� \ v v �� J v v� - .> v� v� _ _ ` t v _ �� v v l �t I t WATER EI_-67.9 v v v \ - v , / 0 Hr v - - _..\F \\ \ } \ \ > \ \ 3380171 q.Ft. \ .. \ \\ \ \ \ \ Al\ CA \ \ / \ G) \ \ \ � \A \ �_ A R \ V \ �� t 3 .936 IAcre,� i / / \ VA \ \ c v V A V A t f \ _! A \\\ \ /' \ , r \ J / ' l / V \ V A / 'r VA v C \ V 1 i / i I ,t l \\ V A \ \\ V\ A ~ _ A V \ v A O / ` V \ V A A V A A \� i i \ f z CC \ �� A CG C 9 ~„ r `` �- A 1 VA V A \ V A \ I 8, �v v v ~ v I / t l / x' _ ,- v v v vT0 7 .2 v �, v v V v v i r/ ,_ / c/� s \ �� \ C - , Ci r A \ A\ T \ \\ l 5 N - \ \ v x \ / / \ G i l 1 ! "3 \� \ u \ 1 ( .-, Cf} LU� 9 N(T PLATTED v yv C_ , y v, V v. v /} v i I v i , y v v I . 7 \ v v v� I q 0 x1 f l \A g ..A CG \ v 1 \C ' `. "" � � V A 1 t I I I f t �4' f r / r/ \� y- � ' \ \\ \ \ v \ C V \ C` t , \ t I t _= N I G ORANGE COUNTY BCLARD OF v REC P 4, v v v v v VA A C - rj / G\ \ I V A B( i V A V 1 A mil, v ,.o� A \ // I C � V\ V V A COUNTY COMM, TAX PARCEL ° \. B 7 \\ \ \ \ 5 -, t h 4 1 Icy}i / 1 \ i \ \ \ }'t \ \ \ \ IN \ \ \ \ \ \ \ t �� I I -- -... __. x �^ �. \ ^,. ` \ �. \ \ \� f i�rT -F ! f / / I i 1 i } 1 \ \ t \ \ \ \ \ \ \ \ \ \ \ \ 1 t \ r - \ i x I ' r �, A e-- `` VA A \ V A v, ,,� y .� �. ,� A \ \ V t "R -TM" �" 1 i ,I f F / / A V A A V A l '��. I __ — -{�.- --_ C)4-22-28-C}0C C -OCJ-C 51 v._ Av v vvv vv v \45 v v v �� v v v v v , �� i I r /' ' ll // i C> rH v v v v v v v v v y / i / V A V t•� LO �__ _ \ i �� -\ �1 \_' a V A A v v v A V A \ \ \ > � ( I I t .v t i f % r 1A A \ A I I \, . �\ , r -_ \ \ \ \ e \ I r / CO f C , / � \ \ I A A \ i i f 1 1 r C1 ,,b V A I N / l ! /� \\ V A \ A \ A \ \ A t i i 1 I� 1 I { G? A= Cl 1 °21 ' 5 3 ,> __. .--- v -- o v v v v v v � v 1// i/ to / / / / V \ V A A V C� vv vvv r. yr r v vv A r m _,C3 ) h V v v v A �� \ \%, _ > s \ \ \ \ \ \ _ \ \ \ / / / , o „�' \\ \ \ 1 I ----i LOT 10 <pT R=1612.tJ2 �\ or, 1 k \ \ \ \ \ \ \ \ \ I / / / / _- \T5CJ �` VA \ l C'�`I'G ^.. i V i A i A __� / / / / / / ' ( C.nt_' o� Cjy \ AV A CSC\ V A A .,,\ \\ \\ \ 1 1 { I I I { I II A A 1 L=38"40' v, v v F v v v v v v v v v v A s 6v � 1 I i `�, / l/ �` / (/ ° / � / f 5 I -7t 5s � 5� f rrn 4 v v v v v v v v v I = 9 6.7 v v \\`, \ ` \ ~ ` s} ~\ \ \ \ \ \ \ \ \ \ \ `\ \ \ \ c / r` f APPROXIMATE EDGE \ \ C P \ } I , \ \ \ I }, x REC IRO % yv "� v v <v v v v v 1 v v f// / / / v v v i C ~ v v v v vv C v vv \ y v v v v S //"� �`v vv vvv TOO 8.20 � � w I I-D #2910 vv y� v c'- v - v v v v L l vvSA -\ v vV t o VI i i UE WATER f c' % v v vv ' ?~-��t' v � \ t I I / \ ) \\ '01 0 �% �./ �'ti . v`� ,`� \ \\ \\ \ \ \ \ \ \ \ \ "� \ _._.. l t l 1 \ I t \ t l ` f„ / ) / f r \ __ �-- f I \ \ \ i \ �.r \ � \ \ \ \ \ \ { I I \ I / ALSO o.37 , ,'S v 5 v C2L.. A 04 /06 /00 / / P� v v A t\ cc �c� `�T (/ ��, v vv av vv , 7 v v v v v v 5v �1CL- a i' f v v v� a v t \ \ O f C� U.. U^ < REC IRCRI R0 y v v v v v / 1 t. I \ \ \ A I \ f / / v nC _B 4741 vvv/v ~ \ v vv v r I I I I I I I! t / v y v v \ vt "wb� V v �� G� \ V A r r C v v ?� 2 v v v // r� c \ \A \ S v \i V A A A \ \ �V rut 1 I t I i i C?,); r 5 \ NCa- \ C T 37'w, 0.23'N \ � / \ 'FC5=�6.0(r -+, z v ca t __' / . ri �n \\,VA �� &\ _A V t7 \ V \ V A 1 \ t I I i� / f r \ �� ) ci O v v -v v v v v a I v v v TIC-T7.t� , c c . v \\ / / r r r \ V \ \ \ \ l / \ FLORIDA POWER Sv BLJ I IU, , ~ v v v ,'` f r v v v v v y v co ( I I I\ \ v v I c v I I I I wr1 v v I l v v v v v �F v ` I I\ \ EASEMENT PER OR 24 \�\ \� \ `\ , \ \ \ \ / \ / f / r f rr % \ \ \ \ \ -\l f / a \l \V, T\T \ % ( \ \ \ 'C \ \ 1 \ I I { I , t t \ \ t \ F f r a \P G \ ( \ \ \ \ \ l \ \ \ \ \\ \ -- / ! \ a\ �\ ,\ - C 1 K-1 _.J \ \ 1 \ i 1 / f / r 9 99 FX \ T \ \ \ \ \ \ \ t \ \ f ff / - F ACE 107 3 \ \ \ \�\ \ V _ \ 5 \ \ \ r / 1 { � \ �\ / R }YI MP v v. `_ / f • } \\ 5 ~ 1 Q\ \ \ \`\ / �f f, ! l C ; . 9 \ 1A AF �d\�AE \ \ \\y/ l / I 0 \ \A \\\ �, \ v- � ��a aK'.. A �., :} \ ,, \\ 1 \V V A A V A A \ \ A \ �\ A V A V A I r /� 9 1 LI M 1 I �J F I I ----- .r A A \ \ L 1 ,, I t,XF\ ' -.. --. V ~, v ,_... _- -- "- / l l I \ \ 9 > \ \ \ \ / \ \ \\ T \ G \ \ \ \ .. �\ \ \ \ \ \ \ \ \ \ \ \. \ \ \ \ / / / f (EI_EV-7".4.) ( SEE 1 `10 \ \ \ \ \ \ \ \ / ! f _ c ��. \\ \ s, o�`�� ,.\ T \ \O \ \ \ \ \ \ \ \'\ t \ \ \ ~. f f r r f \ \ \ \ \ \ \ \ \ �.. f x t -5 �\, P v v v v� v v v v v FLO La � O 5E _ -- v �, f \ m \ \\ \\ \� � \~ `* \ \ TC7� = 11 \ \ \ \ \ _�,,\ \ \ \ \ \ \ \ \ \ � L_._' `` / / f �� 3A .`SURVEYOR E } / � i { t I `'eu` � \ \ \ a� � \ \ \ \ `\ `\ \� \\ /f f vy A \" -A G = (`"1 3 \ V5 A _� A \ v. / r - ( V V A v \ C, I > V V A l \ l ,�, �. r / / // `vr __ _ -" f 1 1 1 t < "Q V A \ \ \ V CRC r ra'rt \` \ A.. A `. ',. A ~. ' r , / f C` 7 ( Cali r` \may \ \\\ \ \', t e ,\� , . \ \ `:*.. \, \ \ \ i \ \ \ \ \ \ \ \ f ( r 1 1 1 \ 4-- .� \ \ \ \ \ ! ,:\ SITE BRPICI MAI=CK \� \ \ \ s\ r \ \ _�) \ v \ \ \` \ \ \ \ / r r/ \ \ \ Z`n_ \ \ \ \ \ \ \ \ \ \ f f f —� -- Tl yv , vvv v v v y v v v v v � vv _v v / NAIL AND DISK IN av v v` v v _ � �� v \\ \ \ \ j \ \\, ♦ - \ A�`� \ \� \ \ � > \v ` r i - - � UL ; i % C �L' ,f I �1 t � _-�'` \ \ � . ` - \\ \ \\ \\ � `' / / I f � � I I � u PAVEMENT MARKED 'Tr:' \ \\\ \ r REC IRON R0a / \ \ ` \ \ \ \ \ \ \ ~ NCR T� ,-,,-,�-, \ " `' ` \ \ \ ~ , - - 7 \ \ \ , \ \ \ \ \\ \ ~ \ \ \ \ \ \ r `` >' F `r � r / / o \ \ \ ` ~ \ \ \ \\ ~ �i C `� \ , r r / 1�_ III ELEVATION = 101 .6 '' P - H \ \\ \ LB 12910 / `\`T \ - \ \ \ P 1. .. \ `\`\ .."� ,,,,� �� \ \ cr ` \ \ \ c -'71 \ - I `1 \ \\\ \\\ \��\G {0.14 E, C .12 S) j \ \ \\\\ \\ \ \ \\Z `�T\2\\7 \ \<-215��\ C � - __ ______,- ''- ,� � f 0\� `\ \ \ , , \ \c Fcp \cG' , `6, _ ,,J \ \, ~`\\ \ 'r__I - rrr � a '' 5 `�� v v v _._-. > C k >co I k � 5 N �\ \ \\ \ Q o \\\ \ - *17�,",\\ \ \ \ r \ \ _11� ----,O--- -_ C� \ ' - I 4- \ —_ 11 \1\\ I\ \\ \- \ \\ i`�//\ i \ t� �,\,\\\` ,y ,fi\\ ti ti ~�j\' �.`4 ,�~ -----'- �-.-----0L `' r^' rr r,� _._ \\\ \ \ ..,I '\\ \ \\ �. �.. ....- r": (� ,�, �t (( r't,✓ 0m I \\ \\\t °\ d=4 12 G6 TANGENT -,.r \ \ \ \'� - Aze,, ~.~-------- /r r' '> 2 \ \ \\ \ ` ) -- _ r,: v - v v �� v v vvv CT v R=2c339.79' FEARING v vvv v v �T > ��T�$;\�,, v )_- - 40/ /`' // v vv vv �_v �., v v v \ _\ \. \\ \x 9� \ \ \__ _____-__-_ __ ___ \'s \\ \\\ 1\ \ \ 1=2C? i.26 S 3 °2G 37 V \ \ \ \ \\ N 9 3. o.s -' - /w \Y V \ \f - - \ \ \\ \\ \ \ \� \ A`C} _, \ ,' �, v.-,�. ` v A �,. `, '`��'•, _,.. -` - - `""ca r V v vv �. v \\V \ �` '} (1 . ` r l\\ \\ 5 \\ � \\ ,\\ \ `` "� �. \ \ \,\ 7 % L \�\ \\ ` \ RF� IRON ROD \ \ \� ~ \\ > __._ L\ _ �\ \ \ fU G 1RR Z� �/./ \ V VA \A \ VA \ \ v v v � v v v __1 _ \1 4 ,v A f v, , � � ( � '\ \a \ LB 291'I.� \\ \�-\� ``,, j j_ r \.-.- f'?� - \ \ // \_'`--�e�.'�i^-. ' t� // \, \ \ \� \\ ` REC IRON ROD ~\ \ 2" \ % --' XIMSE ~\ \� \ \' T\77 J F3q - f/ w \ \\ - cR \ \y = \ flr v y� a vv s� A\®vv LEA 741 W ,, �v v a v - ` \ \ \ - ( c \ / /L.1M F \\ \\ NG 77. II c > s - vv41 \ v®v (O.C3 ,' \ F _r'�� `__.', ,, ev~ w ; �.._ ._. 1 � / / v - t Ivv v vv �, \ t,J . 1 Ci N / ") u \ \ \l�� ll a,� p�q — \ ` \\\`\\ REC IRON RC?0 � \ \ / / f FLOW HE "AE" \ \\ \ o \5 L \\ \ ` (� \\ \ \\ �\ < \\\ m N LL \ ~ \ / o \\ \ \ \\ vvv vvv L B 2 91 /) v v , `vv ! _ X v , . � j .•.._ ,.._ p. \\ /� TC.C,-77.9 ; APPRb'Xl,L,/1ATE} ac - --7t1 \,. ~ . \ I�r- -> .. v v " - \\\ % \\ \\� 0 \ _ r \ \\ \\ \\ \\ r� AL O � 1 �,G `7,( -` O " / LIMITS OF 1 I -, v ---- \ \\ vv vvvv �n REC IRON ROD e� vvv �`t- F 5 0 / I �t „ r - ..,- 'I, LOT c vv \ \v� .\\\� Av LF?4741 �``rq ZvTv `v F�v 05v Oh / FLOGD ZONE 19X>,vv� ` �' 110 oG=7 �/ 11� �� \\ V\ \. \ \\\ \A\�A n r� r'� �, /R 41' � i \ \`. �'vO P V t A Il ?` �" �n. A \ t` -,,,/ € �`v. © }\�` �` \ \� VA \. % Vi \ (G.07'W, Ci 02 S) 16° S4G `\ \ft, r �� \ \`�) }.v c' � a � \.�, ��1� � P � � V V 1 A A \ ___ �� I L_ _- \ \ \\ \ \ A I \ ~,.� 7 ,,• % \1\A\\ \ r 2 e 3 - Q ' } / I I \ \ \ \ I `U / ,,Cp \ ,,,,'�", \ ®\ \\ � I A=9°12'�2" � � ._ t ` ° �,> ! �y s � 1'24'"0 4 �;� ~ _ _ _ `'` \\ i` E \\ \\\ \\\ \�` \\\ 5R=2634.79' ~. PT JL/` \ \` \ i/ . vti vv t___ .._._L ~v v . vv vv �\ 5 \\V\ c ~. � �i NG=75"S'/ I �c - W v v T0C /-6,54 `v Av v F wv \1 / __::Z�� I - — __ _:', — \\\\\ \�\ \\\\\ ' _=45. fit) l i- �` -- Na. \,'~ {/Us 4 �i 'n c T/�- ,l____. j .. T \ \ \ \\ \ / \\ \\ \` \\\ NOT PLATTED \ 0 1 ct - _ �} \ \ t$ / f \�a� \ ° \ I KENJEN LIMITED /� ~Ily i \ \ ~> `\ \� \ _C?T 1 a\ �\ \ \\ C tR N RC) Ci Q T \\ \\ m L B V291 0 ' �. o / o - \ \ \ /- --- __ -_ --- `A v ` TAX PARCEL ��V / o i cr, , `v `v \ v -� ~~� i t _ _ v �\\ \\ �� `\ 33-21-28-C)OC)0-C)C -039 r> �� / + ,/ \ \ \ i C .0 v� �O" c N v v vv yv � I 1/rjrt SC7 9 } /, x f I' i � v ! j vv .�vy� vv � \\�v 1 Ft1 r I \ ~ \ \ \ IRON RUD R55 �P m \ \ \ I - �� \\ v ! 9 ~' v �� v .- - v v ,--' � \ ate\\ , \\ \r�\ I i f LOT 1 I `\\ A ~ (� I 'AA 1 \ �Tr if C f ,/ "• ` \\ I \\ \\\ t ~ ~ \\ \ 0.23E (V: �(L.04 �N, w \ \ f �_ \ a �_ ry \ \ )� E ALS i 5 \ \ /(� ~~._ REC iRC)N .� D � ~ A �' \ L 2 0 �a '>_ � "_" \ A �.� 1 T l 9 jI/ 1-1 �`_. -'-" -"" .- _ ^-..,, �— - - �< , C--?7� 1-41 - _\ ,. �v1 V LOT 0 /I/ illl / \_ I --- I 1_�A ,0 FLOOD ZONE r .\�\ \\ / i11'1 1''t(1+ )`l/`I 1j / NC T F'LATIEa �M —1 f / 1_- ,,X, G\ �` 2 ?�\ t j\ --SIT �� v v /,jj/llll,ll / \i \ ) ORANGE COUNTY BUA.Ra (JF ~\N \ f. _ . 0R ti J NAIL �v v v / j �`�/j `/t//// COUNTY COMM, TAX PARCEL ` FAC \ A� \ l�/�/ // I,jlrt/l t / / r`r R-�J�) .24' _tX C v 1 % / ///' 1 / / v .P4iJ. vv �' ( Ir - LUT 1 1 ELF` � / r / 04-22-2 3-OOC?"-OC-C39 , , \ 1 t7 � � I)- 1 F/l l \ " %\ �,, -, /�,/ ORB 924 4 , PAGE 233 a 0' v , f ^\ ( ? I ( __ _A . l \ \\ -- \ / / \` ,,' \ ' \ I- \ LOT 12 / �`• I " T �_ ,__Vlq _____ / \ \\ \\\ SITE E3ENCNMARK - ___.-_ _ - - - - - NAIL IN WEST FACE \� _C vv vv �,00°10'5S"W v V OF POWER POLE l / ' -' p - ELEVATION = 108.33' I - ' l �} �� ZONE I �� ' `�` ~ f ` SOUTI I) � _ - / F�__a5 5 � �" �� __ -~�"� FANG NT /.�ARING EAST LINE OF THE SOUTI-Ib'L' _.------„__. �- � ----' S 4°5. Q"W � -�. 1` _1 L---- ' \ OF THE SOUTHEAST 1/4 O; 33, - - - (ELEV-76.4') ("SEE SURVEYOR NOTES_�_____ " \ � REC, 1 IP 0 ()� TOWNSHIP 21 SOUTH, RANj (f�'I. /r, T / ---' Er IRON ROD REC IRON ROD LB z C= I, I1 / -- �� - L #2910 (0.05"N, 0.32'N) APP _--- APPROXIMATE.-------,-, �- - �� AL O 0 / LIMITS- CSr _ _ " I `Q \ LIMI _ Y � = f RE ., IRON R0C? NC)T PLATT x 50 D ZM E =; ....__.._ __ - =- - ' LB 7 41 I - N 0 D 10 lL� , ,2 'S) 16.j 666 r 1. �,��;� y� W Lo GRAPHICSCALE 80 0 40 80 ,so ( IN FEET ) 1 inch = 80 ft. USDA-NRCS SOILS, ORANGE COUNTY, FLORIDA SOIL SYMBOL NAME 3 BASINGER FINE SAND, DEPRESSIONAL 4 CANDLER FINE SAND, 0% - 5% SLOPES 5 CANDLER FINE SAND, 5% - 12% SLOPES SAMSULA MUCK i40 F_ � (n Q n s 46 TAVARES FINE SANDS, 0% - 5% SLOPES w J � U n z Z m oo w 47 TAVARES-MILLHOPPER FINE SANDS, 9z � Q o o N m 0% - 5% SLOPES A a_J 2� G O < v'; Z 0)z SOILS BOUNDARY ~�// � w <� m cL 04 'a cn `j a o °'. I O Oj�5 O o Q i�c2 Lt w - - N N O rT• m � W � - - - - - WETLAND JURISDICTIONAL LINE F� `-,." 3 ,, Q IN - - - - - - - - WETLAND25'BUFFER 00 � to v Y Q r\ 100 YEAR FLOOD ELEVATION LINE = W - d N O O Cn Of w-C o CD Z 100 YEAR FLOOD ELEVATION 25' BUFFER ^/ 9 w Q u o Q w W W Qj�` 2 � J - - - - - - - - 100 YEAR FLOOD FEMA LINE v _ 2 o O Z w (n o g - MH = � o g N i 4: HOURS BEFORE �CALL (�) or :00 , SUNSHINE STATE ONE CALL CENTER I L J a w A V) z > gx ag o O ww M� 04 w A zO� 0-jw O �V u lu O I" Q z �eO w 0� H O V) MEMO x V -ii (0 = = N V) 10� � "5 Q Q N Q 0 � p J Ld Z J Z= W= N C) O O Q w Q:� W = Q m c)0� U a� 0 O �1110 w � w 0 � I I � O Cn I � U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 N N O C O 0 0 O m O 0 N 11-1 0 O 0) 3 U) C 0 0 0 N 0 0 C O U C O .Fn O W I i\ O N O O U) C O ILL C O O C O U 9) 0 > 'v rn U) 0) C 0 0 rn 1.0 l` O N O O 1-11 NOT PLATTED ARDEN PARK VENTURES, LLC; TAX PARCEI ,� c)F P C-rl I000L m - (7) > , C � C,4 -ri I � m POINT OF �, �f MENCE> �' -° Z _0M Z C/t FND 6 x6 ON 4 UNDER PAVEMENT `QAJ : SOUTHWEST CORNER OF THE s -0 - + :I: SOUTI`-iEAST / 1,/4 OF SECTION 33, M :�E= TOWNSHIP 21 SOUTH, RANGE 28 EAST C) !,-i -__ ( `J -:;� LEGEND �- SILT FENCE FA I - C/� =rn 04-22-28-0000 00-001 -i --Cf) - �' WEST LINE OF THE SOUTHEAST 1 /4 E ( - -- OF SECTION 33, TOWNSHIP 21 SOUTH, � 1_ � / NOT PLATTED NORTHWEST CORNER OF THE SW `i /4 OF p z �, ---�� RANC:aE 28 EAST GRAPHIC SCALE � ARDEN PARK VENTURES, LLC; THE SE 1,/4, SECTION 33, TOWNSHIP 21 U Z 0 ' NORTHWEST CORNER OF r 80 0 40 80 160 I= 0 rn / TAX PARCEL # SOUTH, RANGE 26 EAST J a WEST LINE OF THE NORTHEAST 1 4 SITE BENCHMARK = m PARCEL 2, EXI-11BIT "A" Q a / / 04-22-28-0000-00-001 I= C --OF SECTION 4, TOWNSHIP 22 SOUTH NAIL IN WEST FACE M � J' ORB 5123, PC 120 � N67'4-O'37"E N 0 OD RANCaE 28 EAST OF POWER POLE / REC 1 " IP 32.46' - , - y SITE BE NCHMARK _ Z C I LB 3778 POINT Off' BEGINNING NAIL_ IN-- WEST FACE ( IN FEET ) - Vv', ..2 '`) X, t c (NGVD 29 [DATUM p (;EASEMENT PER CRE3 5724 ON ELEVATION - 9CJ.7E� m FLORIDA POWER DISTRIBUTION - 30' R W PER C?RB 1 956, PAGE 664 C:}F POWER POLE:. 1 inch = 80 ft. ---- W DEDICATION FOUND FOR THIS � PORTION OF HOBSON ROAD ----- ------ A I c // R/W ELEVATION = 93.74' LIJ ��= _TA___ - PAtaE 1 C}7.J / iCaic RAC VARIES / w .___ _ ______ - _ /Gti" PEi.F 0RL3 `I 95 F AGE 0� , I O \ NO1'21'08"E _ .� -=--=-�- I _ i f � REf� ir`�C�N RCLD U �_ �__ - HOC?°05'11"E 594.2(J' SECTION LINE NC}0°05'25'°W VMB 1409,20' _ �.- -�-__ _ _ _- - -- _ _._ - _ _ _ ___ - -- - ---- --- ________ _ - -- - - - - - -- - - - -- - ---___---- - _ - 4 10 ~ I / � i \ \_ r _ ...ram _ ' \ / ,. \ - O _ _ _ _ - _ . _.i "cssoN iC C> ASPN,A T fF AR MCHT 5 ~ r i t - ,) f ,� _ _ ~NBC 5 11. E r' j� � i \ \ -\ \ \ \ / \ \ \ \ , \\ ? � AL . PAT`E -N _. I I Section 3.09 EROSION CONTROL O _7 _ _._ ... _ - -- -- - _ - _____ __- - _ - ______ _ _ _ _ - - - _ _ .. _ _ _ _... ___ - - - _ _ - C - _ � -__- - _ � -__ _ -\ �-'fi'""-"ti �. gym'\ __- --t 1 __ T . __- r I L___ r- __- ` - - - - . , h. - .._. -- _ - - -C --- r 1 r \- r __ r .,.____ 1. \ � T �� o ,> t � T 1---�_ r \ : ��5 .n _- - - , _, a t. "~ ..- � ww.- e�Mw-- w�.�... ar�+r---mow S. "_i -- ---I. � ---._._.. _ _ - _ t . -s. N f \ �!.`._G�...._ .._...... _..,.-- _.a.,.f�,� -mow w _ -_ edw^ �-----`. --.i.�.. r�w��oriw�att�.._-df.�-- _._. .''.'_ ..._._`� - --._ .. -- - -5rw- �r+u^>�iR` : - �-�`r3f♦uv� �tr�- - .. a t -'- x -- X - - - x = x x - R -- x -- - - - - - _ - �- x _. " W ■ �'� " IIIII�I " '-■ 11 �I� 1 ■ "` III LOT 1 All development shall follow erosion control methods as described m this section, I- iOl \ , �sON1 Ct 0 ' 4 ^ _ / / - - - -- - -_ ._ J 2\ \ \ \.7r i° 0 \ \ r f` '' f 9 ( FDOT Design Standards, and I DEP Storrnwater; Erosion and Sediment Control U t_ ,, _-I "� / -- v\ v V A / r v �x F 1 0 4C 1. r t_.... U' i „ r f _ w Pv v x v vvv v yvv vv v \ V v v // F I i Program and Manual. �.� - �. . �� vvv V " y NC>T ^TIED _ 7=2 r _ -- r f �� _ 4�...., vRv 1 `IT' v v v ` v v v v \ v f r v != � L- .18'i/ -._ _ /� _ m _cR v v v v v v v v v v V I-'`E r r 1 Seeding, �� - , LB 3l v v v v v -•, , /r \ / � I g, mulching; sodding, and/or other acceptable methods shall be used to 00 I- �_ 4 - - «� r 0 C Ci 3: h`2 _ _ 11 - \v _JQ C:,ITY {.Ft. / / / / - _-_-E�...CRUN PIPE ��. ,v v c vv v vv �qT tily UE TE v �1 `>Tv 3 EETv v �'�_ r Ii LCfZ 2 prevent erosion during all construction activities per requirements as specified in "#`P r . A E i E CHAIN FINK f�EN 1 vv i, - / / / r / ___.� ` r 1-~ & CFP {[33778 v ` vRv AEC F2GN RvOD v v �Q / x r / / / / c- _~ ,, - _ - v v LE3'�231�CT v v- v v .� v� v v Ff 4� I I vvv �v ivv �C7 - 04--22-28-000 0-049 � O?- ,00 � /// 'r / � "�� r ;%'-,'_ ��.� , v v SOc�TH,FAST vL �, Of �,E1a,Tl� N v3 y� v � / f � / / f > v v v v" / vv vv v vv , -,-P f / / / / / / /r // rr �� v v v , \ F v v { TC}G =6 q7 r i I T1te Owner Developer of commercial and residential lots shallbe required to r �rLL vy vvv : / - MCFT,-U.I1t` f / r /--�.. �, v v v „v _vC C N, ' 4 v TCG�`N�'I�F v21 } SCUFi,vv RNE v8vvEAT T v �� / v v v v v \ \ , r ■ maintain curbs and gutters free of accumulations of sand and earth. Temporary v v \ vv v v {t o fir' 0 1. 58 / / i1v P1 > > `/ / 3 ,� \, A v v v v v v v v v V \ V A v v r f r a °� vv @ vv J`" 1 { LlG V'` \ V - \ v / CI LOT 3 siltation basins mayhe required during construction. Maintenance hall be vv vv xT�2- CP, 0 TN O � f / • / f�R 77 � 10 X10 CONCRETE WASH OUT, -..�, v �� H _a v v v �� C � �� ,`�� / I q g \ v �s '-- \ c i t ,' -,17 / F 1 R ,CN U f i Q � / / / r r C 2. 2 - %� v-) ` v v m � �� T V A , � CX � CX :p D S � I \; _ - provided by the Ow ierDeveloper for the 2 year period of the maintenance period �vvvvCr- \� 1 ♦ / &t t).5 w} f / / / / r r �• v vv `v v \ v C ) t v f and for each lot until final inspection :is passed: All actions to prevent erosion or �.,w , v� ��a, �.� • - r " 5,050 LF OF SILT FENCE i ollutionahaubedonemacc©rdancawiththisManiial. z o \ ?� C, t - ^„ �? / l '� ..„. -•` r _..._ 'd �) V V OAT \ \ .� V t t { t I �� 1 P. / 7 i �' wi c / _ t t I p F-� cn f 0 1 1 / / r -- r. � �� v v \ / Q Z \ , vA _ ArfW / c r ; y f r'� (_GC-72�2r -- / 4 \ _ „_ v v I / ! o U v` v \ , �j� \� i / r 2 v vv v v ., v A v , f ■�I LC? f 4 W 5 ti v \ )?, !I / t ON STRIJ CTI ON ENTRANCE r� � � v, vv v i v v sOv \ v < ` I I I I i I v v / I''` 1 - _ 3:09.01 Stormwater Pollution Prevention Plan fSWPPPt H Z V) M Q o Q \ _-- _ r E C 2. L v v \ A v v Q\ \ V "" v v v / 1 Z W \ \ A I ( (n m � I c. _~ A c I F,� A OXIMARTE i { t I I `E AT vv v v vv ` v \ �,I-1 t t t \ Cb / mt< C� k If required b the City Engineer, the SWPPP, details; and calculations shall /'�� IS -oo N m �\\ 5 A �V I f ac )! I / I \ C\ -z) I { t A \ v v v'\ / / ` C I I q y y g "< N e -1 � r'... t 1 C c ! v v v v i / C v t\ v t i T t t E L -/ ' _� �` E E i� F E X TE v v v v n t t v / (01 � -i -i 1 s ( document all the measures necessary to limit the transport of sediments outside �j d U E�� I yv �.. \ 0? F' r EEC 0C} f NE t v _ v v v v \ f� i 1 v r s; ■"I z 0 ..r \ v 3.80 t 1 / f /j v c 1 " ' X 00- « / \ � �._...J v v v v v I C t t t ' A \ v / -- ■ I LOT the limits' of the protect to the volume and amount that existed prior to they J W W �� T RUN PI f I -. v I Cx) C , lvs "\1 \ v v Cr / \ -, _ " 1\ v v v = AV I T(�G = T ; i v I` rn r U commencement of construction. This condition; shall be satisfied for both the total - U \�� -. v Aer / v Y I / \ V A _.-. A v C A / Q vvTv v �� P (LE3, / i i I i yr I C _-1 \I v v v v 6� --. -__� v v v v - \ I \ �y v / i C� - - - anticipated construction period at a minimum and for the 2.3 year frequency, 6 N Z �c �n 4� �t - - 1 Ct FC d _� ON �N ( S _ N � ' - v v ` t1 v ,` ,v w r JT KE( { 1 \ A V A v F n -/ v r I CA ��1 0 m� a U v U , i " I o { v v Cy v v v �i A A\ vv v r I j I hour duration storm event. Provisions must bey made to preserve the integrity and O � � rn, � v i 1 16 v i ) O C A L P R 0I'S E � i V \ v S7 X / � - �� v v v � � V � � � L ■2I capacity basins, sloe drams, grading patterns, etc. � • � Z � R v v v ♦ O O O 7 CC v \ �... C C K/ )\ v v ? ca acit of check weirs, sediment b P g` g P a Z O (g \ Al%. A v v N; I - v v t 0 \ q /----r-. _ v v v A \ 1 5 t1 :X\ V V A v v v i , � - i I LOT C O O , v , RIG O,� i V v v ( I\ t A v ( t ? / �,,_ vv v v v \0 V i V v v ,r C _F i I required to meet this provision throughout the life of the construction. Submittal O � O '/ `, . A `�, .� \ r V V A \ V A vv I v, .�\ v C C, I v v v I t v _a I, v l� / L v , v I v C' � v v v v y r ! r9 of a Stonnwater Pollution Prevention Plan shall comply 1 with the re uirements of >- N vvv ~ I` k T I. - v (,TY ,4,C I! h t v (t I AP�PR�XIIVjATE <n � / wETI_ D L`1�L�T`Lv v v v v � I t v v v v v CD7 : - - - - - - py q � W > c� \ v v /, 1� CT A U v CO T< =71 1 1 \v v I the FDEPand SJRWMI). > Z o \� i( 9 9 \ \ � ✓ ! v A _ T r _� v v v I hTS vOF v v v v / -A > `� v a �v v v v vv C v i. v v ` vv vv I ;,'C-`1 --I I-N I- m- W � v ` v v TOC=78.43 f LOC.EIJ C v v v f` r F 1 t / v it BLOCK A %~ \ \ i \ \ \ \ f \ \ i \ \\`� \ �& \\ f \ \ \ \ \ I \ FL OD ZONE AE' , i/ f -2 _ \ \ \ \ \ _\ ` \\ \\ \ \\ `\ `\ i �I ■ i 1 LC7T 7 v5i L0 . \ R \ \ \ v.) z C \ a o � \ \ \ \ I V \ . ! \ \ i t t t t \ ' 1 J fl . ,� ,, \ \ \ r w \ \ \ \ \ \ \ \ 6 \ \ \ \\ --1 \ \ t \ \\ \ \ ` \ i m x ■� ( ( 3.09.02 Stockpilinz Material `� 3 -\ m t c \ \ ` \ \ sL! i \ - \ \ \ \ \ ` \ \ \ \ _ I \ \ \ \ f \ I I G� l t I t 1 t i t `, i \ \ \ \ \ \ \ _5 _ 1 \ ,\ \ \ I U? (n Y \ \ \ tf o \ \ \ \ \ \ \ \ \ } j �\ \ J �i \\ 6 \ \ \ \ \ \ \ \ \ \ \ �Cn \ \ \ Cp CpF \\ f 11 I - - - No excavated material shall be stockpiled in such a manner that directs runoff a a U Q \ c \\ \ )\ CS` '\f ' I C \ \ t " \ \ { \ t \ \ \ \ ! I I it I I 1 i \ �� Ua / f \ \ \ i \ t \ \ \ I \ i` \ i` t �! --_1 11 \ \�\ }\ \ \ „\ Cp 1C ,> \ \ \ \ ", \\ C II I directly off the project site or into any adjacent water body or stornrwater Z W M o f "1\\ \\ - _ / f~ --- j \ \ k \ ` �(� - \ i rr s \ \ \ \\`,� \ \\ \\ \ ,Qt -C C C�, rs Li \ y \ \ C �� v ■ collection system_ No building construction or landscaping materials shall be N - -.. \ 1. \\ f f \\ \ \ \ \ \ - P V %7.V a ! r \ \\\_R i \ \ ( _CT 8 Z 1 I Q O T - 8�? 6 \ % - - \ \ \ \\ \ \ \ \ ( f \ \ -I \ ■ stored within public rights -of -way or on the streets. - " N v� v ti v g v II Of z0, I o yv ;�- 'N v v v vc V ATER EL 67 vv vv c� v p f II - _ Q ci"� o coo Z st VA A A I { A I I I I t r A A" - �v "-- xi v - v , 4 J8.,SO171 Ft. / v v v v\ v v v v / v v n v - v \ vv j� A r v I I /. I I. � v A v v V A I t f f A v- v 3.09.03 Exposed Area Limitation �u r w v\ Vv A\ _ , A v �, \ A V A ! A -f \\ \ \\ \ � // y r \ \ \ \ \ i / 1 x g W W Q J vv v v v y v C v v v t t 1 v 1 \ 31.939 IAcrosl � ry,/ / l � � l l �� v \ A v f v v v� i I � i+ l ! �� 6 1C) I v v v v v f p ti �co Q v v t v I v> i r i. t; l / z v v v v v \ � , v - I �. A > W < Z v AA \ v �� v v �Q r•� m v v v V A v \ / v The surface area of open, raw, erodible soil exposed b clearing and grubbing p ~ \ \ TIC :) , v %), \ cli V A A , / ,r f 1 t �. v V --- A A V A } G , ` � Z O vv vyyv v v v v v. v, o v TREES TO BE REMOVED -. OIL vya TO 7d.2 v I r ■ p p g r g � Q N { q g ' v a v M : v / i Lt v v t v „ 00 v\ v v v v v 1 E� IT �i operations or excavation and filling operations shall not exceed l0 acres. This Z Cn _ O NC�.T PLATTED v \\y °sue \\ r, , j _\ , = \ v v k v C ,- �``� \ \ -.._ w_ v v t i I % 1 i i V A A i i xi I C L. ET 9 requirement may waived for large projects w tli an erosion control plan, which W p g - TN G ECOUNTY BOAR D 0 F REC C L REFER TO TREE REMOVAL y v { t v - `` ' CO1 m C= demonstrates that opening of additional areas will not significantly affect off site z v v 3 > 9 6) � O v � v v � �� N y � v v v t/1 {� � � o g v v \ 1 f \ �1{ - \ r \ \ \ `911 C: v Rv C v v ei A ` V A V A - Y COMM, TAX PARCEL. °��< vv v v} vv vv vv v v vv v vv Vfir PLANS FOR TREE REMOVAL) �\ v t ,aG, v v vv v v - ■�� depositafsediments. o 22-28-C)C}0C? 0'0 CJ51 v v � v v v v v v j v v of i / (,+ ,/ f f" ' / i 0 IA) q v v v -- \ C __ \ \ - - v \� __._ v v v v - 09.04 V \ f fCF 3 11111-1111 N o \ \ \ �. \ \ \ `` \ \ I o``J ( � ! i � / � � � / / / Cn � / '"� f I \ \ \ ' t \ i \ } \ \ `\ \ \ \\ \ \ \ \ \\ \\ \ i{ tt t1 t i \\ \ \ j I� l � t � I � � Inlet Protection \ \ \\ \ \ \ \ \ \ r' l () f CJ / / C O / \ \\ \ G) \\ \\ \ y s \ \ \ \ \ \ \ e \ \ \ \ \ I r f f f 1 f 1 L t f - _ �, �1 � . C � Q) , \ \ j�"g C 1 \\ \ \ \\ ` . \\ \ � j t I� = LOT 10 Inlets and catch basins shall be protected from sediment laden storm runotiuntil R=1612.tT2 \\ \\ \ ' \ \ \ \ \ \ \ A \ \ } H f f f f f 1 f I\) \ \ \ \ \ \ \ \ \ , t I I I \ x\ \ \ \ \ \ \ \ \ \ \ \ \ \ .� / / t I / 6 \ , \ \ gC\ \ \ \ \ \ \ \ 7 I t (� I the completion of all construction operations that may contribute sediment to the L=38.4C \\ \\ \ i `\, \ \ \ \ \ \ \ \ \ \ d\ \ � I I I `\I t /CN' / / / f 1 f G / f / _ \ \ \ \ \ \ inlet. v v v y v v v �? `v v v v v v v v v v v v v v v v C_C v/ t ! '` / APPROXIMATE EDGE / t I l-- v s {2 v v vv vv l�� v v v v v v} vv vv I I NG=9 .7 x� III ""`~ \ \ \ \ 11�� REC IRO R - " \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I t t I f r r / f / m r'"" \ I r \ \ \ \ { \ TC)CT98,2 t I e\ _-- \\\ \ \ \ 1 \ \ \ \ \ \ \ ' - \ fly I r OF �`ATER / f - _)'~ \ \ \ \ \ \ 0 �� '2.910 \\\\\ \\\ 'a t i \ \ \ \\ \ \ \ \ \\ \ V i t I I !I ` 1 / f / / /. \ , _ r \ /< C.� \\ \\ \ \ \ \ Ct' � , _ \�\ \Z \ \ \ \i \ i \ \ ( \\ Ill ' ` A�SU (U.37 I' Cod \ \ % "\ S \ « \ \ \\ \\ \ \\ \ \ \ \ 1 r % / / \ cL -0 _< � \ \ / 1 a \ G F�. V t I 1 I ( r C?4 C 6 ?C) / / f/ �7 ` \ \ \ E C r CCf C� \ t 1 \ 3.09.05 Temnorary'Seedin REC IR�,N RU \ \\ \ \ \ \ \ \ \ \ \ \ \ I t } f r F \ „C � )- cS Areas opened b construction operations that are not anticipated to be dressed and �1 \ \ \ -S I t f , , "_ \ / / t i313 \ - D L� P y p P �E its% i \ \\ \ e `tom\ , , s� \ \\ � \ \ \ \ -- I i I / r / 1 O } \ \\ \ \ o \ \ \ \ \ \ \ \ �\ ,\ t t I I 1 iC t r f 1 „\ \ \ / / / � rn t \ TG-W6.00I' -P 3) ■ receive final grassing treatment within 30 days shall be seeded with a wick • 37'41, 0.23'N \ i \ \ \ k \ J \ E3�- g g q I \ \1 \ \ e \ r \ \ \\ f 1 \ i i I - I ! / r \ v / ! S \ \ \ \ - _- / / \ \ \ \ f / N(/__ %V r' \ \ \ � x I\ 0 ( growing grass species which will provide an early cover during the season in \ a\ \\\ c\ . \ s\ \ \ \ \ \ \ \ _`I1 !t! I i { / / / r,.r } \ / f - S CO I {� \-- \ . \ 1 f J J � � i.. s \\ \ \ \ \ \ 4 \ M O) CO F / \ which it is planted, and will not later compete with the permanent grassing. The FLORIDA PO`u'1afER 1�\ BUTI� - \ °% \ \ \ � \ \ \ \\ \- - 11, a i t \ f / / \ F \ \ \ \ , C P \ I CJ, \ / / / r,, r r r \ \ \ \ \ \ \ TC C\ %.t W) \ \ \ I Z (C) Q) 1 ( 0 �J _ • \ �\ \\ \ ` 1 I \ , C \ \ \ � / / / r \ \ \ \ \ \ - / C I \ rate of seeding shall be a minimum of 301b per acre, FA._iEMFNT F EF F \\ 24 \\\v \\\\ \ ° i , \ \ <5\ \ _ ) , \3% ! t { \ ,, \ \\C\ ti \ / / ,' % ,' �; y y \ \\ \\ \\ \ \\N 3c \ \ \ \ `\ - f f` f l> x I O W I�.l PAGE 1C)79 \ �\ \ \ cT \ t f / / r \ \ \ -- \ \ \ f / -I \T � \ \ ` y ti\ \\ `\\ ~ � �`� A- `- \ \ \\ \\ VI It t i\ h) \ \ \ \`\ i \\ t ( / r'" / / r U I \� J1_i AE6 IAP�RC�IIVI�T� -\ 1 -C 1( P ��A�E\\ \ \ ` ~ \ // f / / � I \ � 3.09.06 Temporary Seeding and Mulching • ' lit �' °'C`g t Q'\\\ \ \ "_' \ \ \ \ \ \ \ \ \ \ \\`~\'\ \ \ \ \ t \ 1r� '~r/f - r - 7L.IMIF{ l ----`- t \ \ \ \\ \ Yti \�<_�I(� \ `'.. `.. "ti_...�.` �'-, `._----_ -. x1�' I \ 17 \ @\ `- 0C \ \ \ \ \ \ \ \ \ \ \` j ', i \ \ \ _ �. f f cy 2'i\ \ \ \ 1_ "\ t.\F \ \ \ `\ \ \ \ `\ / ! // ( C G) O \ \\ \\ 1� i 0 . \ T r� \ \ \ \ \ \ \ \ r c) r ELEV- IC .4 }} EE I E' \ \ \ i \ ( "'�V \\ \\ \ \ \\ ° r a \\ P \ \ \ \ \ \ \ \ \ \ \ ft \ t \ \ \ - f r / 1 \ \ \ ` \ \. _ _ __ __ \ / f ( m Slopes steeper than 6:1 that fall within the category established in 3.09.05 above, \\ \\ \ - ,\ I.O`a-88\Q`�\ \\ \ \ \\ \ \ \\ , \\ \ \ \ \ \ \C \ \ \ \\ \ \ r f C` FLO D O�JEt \ \ ~ ` ` / / r / _ Y - - r/ I� F1 \'EG\� i \ \ \ FL t ZQI E X \ \\ \\ \ \ \ \ \ / f / \\ vim\ \ , ,� e Q� \ \ \\ \ \ \ \ \ \ \ \ \ \ { \ \ N , S U R VE ` O H E, \ � t G �f I � \ tD shall be mulched using a minimum of 2 inches; loosely measured, mulch material, w Z � �..1 \� �\ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ r / / / __ .. . i \ I „ \ \ rn t i� \ \ \ \ \ \ \ - __ - __ / w Cn \ 1 \ G ---- 8 8 A) \ \ _ \ \ \ \ \ \ \ / r r \/ O \ \ \ \ \ \ \ \ \ / I cut into the soil of the seeded area to atotal depth of 4 inches. \ \ \\ \ \ \ \ \ \ \ \ 1 �.\ \ `- r/ r �- . r: "r" r 1 I \ \ \ \:W \ \ \\ \\ , \. \ \ / f 7, _ r r \ T \ \ /` ! I-1 SITE B GHMARK \ \ \ \ z ` \\ v \ 4 r `\ f f NAIL_ ANG DISK IN 9\\ / \ \ \- \ �d`\\ \ \ 6 `'` � f' -' ". r r/' � \ P� � \ l . \ \ \ \ /` I> g r \ �, \\ \ \ \ \ \ \ \ \ \ } \ \ \ \ �\ , \ \ \ \ \ \ \ r / 3.09.07 Tern omryGrassin w ' /, \\ =S_ 4_ \ \ \ \ �, \ \ � T \, \ -- A~Jr- ' / - - . TCTC -= - r r A \ \ `\ \ \ \ \t . f -, I I CO O i•1.1 PAVEMENT MARKED ''TP ,5 „\\ \\ \ \ \ \ \ _ „ \ ." \ � - \ \ \ c D s / t \\ r \L REC IRON ROD F \ , \ \ \ c \ ` \ \ \ \\ \ \ �~ -_.. r - C \ , \ ELEVATION = 101 .8 ;\\ \ ELT \ \ \ \ \ \3.9\ \ , r __- _--' r r' NG-67. % __CLG f i \ \ \ \ \ \ S7> T \ ~\ r r ((( I () q ��// AA W / ■ t The seeded or seeded and mulched areas shall be rolled and watered as re aired l.fy 1+1 \\ \\ \ _B 2 1 G \ \ :\ \ l \ \ r ,}� { `-- - f, / \ \ , \ _ ~CQ. \ \ \\ "\\ `\ ~ , x■F 1 to assure optimum growing conditions for the establishment of a good grass -7 L \ 1`j \ T \ \ \ , \ \ \ \ (7 7T fir- f ____ 4 \ \ / -87 7( \� C` UC \ \ \ � T \\ 1 4 F 1 2 l \ \ C � - \ , \ C \ CP \ \ C 6 ! I cover. �� `� e �\ \� �`,\ \ ,� \ r -' " / \ ` 7f , �, .,� \ \ .. \ \C� \ \ \ 1 \.. \ \ \11 ._.._ ..... -.� ,~� i ; b ,,qi �'. f . ` (� .,\ ,. \ \ \ \ 0\ \ \ �. `` s i �-y 1 E pr, ""i \_ \.., �\ \$.. \\`\` ,.CJ '"`,�\,� \,` \ \ l \ \ \ S \. �, \ _ - _. s ' '" ,,, 1 1 \ \ I C' ` __. \ . 1. `. \ ", \ ` "` \. e~ r 121y, � I w Y Z � � O r ��. \ �� 1\V �A V T vv, ` V\� %�� rC, 5 _ rZ ff ( \\ \� f v v v r I ) III C1� p V \ \ \' . a \ °\ \ \ `, \ __ 3 / f / \ \ \ \\ \ \ ~I O 3.09.0$ Tam orary Recrossing O \S, \ \\ \'@, C \ \ ~ 1 \ \ '\ <i \ \ _ r r / \\ I t \ _„ \ \ \ �, s f I T I ::E /�/ A 0 \s � i I\ \ .--'" - \ , \ .e' \ \ \ , ` I ~ � ' .. . f % r r r \ } 1 I t\ \ \ \ ,. , � _. `(� I --{ i�-1 W 1. CONTRACTOR TO CLEAR AND GRUB FIRST 6" OF TOP MATERIAL AND '\ \ ,> T \ > `\ \ \ \\ \ \\ \ \ , 1 _ __ Z rr r 'Be \\ ' ,\ \ \ \ \ . C i■, " j If, after 14 days, the temporary grassed areas have not attained a minimum of O _ - -r.. \\ \ r, „__r \ \ \ 5,050 LF OF SILT FENCE r - _ f ~\ \ I� l0 1�t�i ` �� \ \ L1=4 12 Q8 TANGENT `_ c'\\ \� \ , J t%\' f _..__._...,____---_- - r_ _ �--_' '' / --' r \ \ ` \ \ \ \ [-r' , t I � 0 75% good grass cover, the area will be reworked sufficiently to establish the REMOVE ALL ORGANIC DEBRIS FROM SITE. MATERIAL TO BE v , C2.2 _ , v DISPOSED OFF IN ACCORDANCE TO CITY REGULATIONS. \ \ \\ '� \ R=2839.79' BEARING \ �\ \ , ` \ ` - // \ \ \ ", \ \ \ \ , ( 1 I desired\regetative cover: �.6.i ----- \\\ \ L-208.28' \ \ \1, , \ , , _ , 1XG -T4.9' al C) -~ L 77\ _ \ \ \ , _ _ A " \ \ C n -- \ \ � \ 11 7 �.. \ �\ \ \ \,\ "w S 30'2C)>7 IN ``,. ., \ .\ � t..)-.. _ �.Q �. '`11 � - -\ \ \ \ r` o � I� r \ \\\\ 'k<u . \\ i \\ \\ \ ~\ ,> \ .. _ _._._ - -- ~-. -` ^ �r 0 *_" \\ �% - \ ~`\ ~\ \; \\ \ \ -.` _ taC ( Ii 3:09.09 Maintenance r 2. CONTRACTOR MUST OBTAIN A COPY OF AND IMPLEMENT THE 1\\�\ I\ r \ \ ♦ S -`.. \ \ L\ \ \\ \ RE, R0N ROC - \ , \ \\\ `� � `- - -' \\ __.._ �\\ `, \\ / 9 ('\ \ , ��-II f O APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). \ \\ \ \ } \ \ - _ ---- / ` \ \ \ / , \ \ \ I m / All features of the project designed and constructed to prevent erosion and I�1 �tN - , L \\\ x\\ \ B 2 91 0 -"\:--,_-, / ,z- -_. - - C ° \ � `, \ \ / 7: 4 �, _ ._ -- I I i I cn / C\ , n ; _ \\,, - _ _ - `' C� J `' Q \ y ` \ I sediment shall be maintained duringthe life of the construction so as to function O \ -- _ _ � \ \ \ e\ \ \ \ �" ALSO \ ,, \ __ r _ ___~ „ 1 „'O , \ 3. CONTRACTOR TO OBTAIN A COPY OF AND FOLLOW CLEARING AND } \\ \\ \ z = \ / - \ T( C 3Cl q � as the were originallydesi ed and constructed. \\\ RFC IRON ROD \ \ . ��"_ __ J" - �, l \ \ \r \\\\ z I�� GRUBBING PROCEDURES AS SPECIFIED IN THE GEOTHECHNICAL \ \\ 51 ` ` \ \ ` � - - �___- _ . C; � r XIMATE `, \ \ a"> , ( � /` O \ m\ \\\ \\ \ LB 4 41 0 / \ \ �- ,\ \ 0 \ 1 3.09.10 Permanent Erosion Control REPORT. \ y,- \\\ � \\\ \ u 1 .t <- \ \, \ I- , _ „` f LI F \ \ \ \ \ NG =77.i\ 2, \ \\ � \\\ {U.C)5 V1, C .1 0 N; C \ _W,. �- � - -...._ - \ r ___- r f I \ \\ \ _ _ -}{I \ `- \(�� / f V _ a . �__ NE "AE' \ �, t t I- (1 The erosion control facilities of the project shall be designed to minimize the �./� vvvv Av vv �\\�w "t -REC IRON ROD �� `w ��` �� _ ( v v�' �f - 1 - _ I f FL( v �, , tt v , I / p j g 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT \ \ \ \\} CD - g \ \ ' / f \ _ 0 \ _. _. _ , 1-0 , impact on off -site facilities. All stormwater discharge from the project limits shall 7 �l \ \\ \ \ LB 2910 j�� y ` FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER \ \\ \\ \\ \\\ - �j'� r � '`e, `\ 6 ~p � /A , \ ,,1 ,I TOC-77.964LAPPIRN1\MA \ � C� �11C} CCC � �� i ` `- __ `� I1> be routed through detention basins to trap suspended sediments. Discharge PIPES UNTIL INLETS ARE COMPLETED. \ `\ \\\ \\ \`\\ u C ALSO \\ N , '. y 1\ /I /- LIMIT.`s {�E F �" . L �---- , \ facilities from these basins shall be provided with a skimming device to tie / _fr,t p g p \\ \\ t, \\\\ v> t REC IRON ROD s� 7 , k r ` r ` 1. LOT 6 \~ J C-7 '.9' 5 v v p r f FI_0C)D ZONE {'X"', "v , - floatable debris. j C� \vvv A�, v�, \\V\ A LIB B47�1 1 ""/�f w v vv v f 0� f I v� t v v !\ f- >r0 1 I e \� \\ �, \ \ r \ , _ \ \ h , , %` \� \ r Fn C l \ �p �\�y\ \ \ ---" \ 5. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE \ \ \\ \ ( s s \ =v _ f -_ v 1 __ 3:09.11 PermanentSeedin� /. �\ \ \\ \C?. ?7'Vu, 0.0/ ,}� s n. \ , \ \ . P(1' f a J - �° 1 \ \ c\______________ - _ 9 1 CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER \\\r\ \\ ` \\\\ r§'o Rai � \ � ` / '-\, \ jt \ \ \ \ \ - - -- -"` , 4 ~` li� �r =1I `I` - \V �, V,\ $e jg , -X- C / - v / NG ;) ` 1 \ V -k \v vv \- 1 ,r _v _ _- �'v, -- _-, _, i A� I All areas which have been disturbed by construction shall, as a minimum, be (D DETAIL. A\\ vv T r Uvv w�y.o ti C , I SSA f / , �� '~ \ \v \ti , \\ � "qCF . d `` - � �� _,,, `` (�C " I f Vv v = ` _- - , TREE PROTECTION \ TYP . v T 7 fertilized and seeded. The fertilizer shall be of 12-8-8 proportions and shall be \\ \ "A A= 9'1 2 : ,A f \ \ \ 24."O C> - ', \ \\\ \\\ A\\ \\\1A \ ss �P B_ - i \ \ M \ \ ■ I C 2. 2 uniformly spread at a rate of 400-500 Ib per acre and mixed \with the soil to a 6. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND \ \ \`1 \\ R=2834.79' _L _ f 4/ I._ - I I { r- Frl � a / \\ \\ \ \ \ \■ uniform depth of 4 inches. Included with the fertilizing operation will be the I- (- PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS \i\®\ \\ `\` Al\ - �` -` `'"a 7 O NG= 7E3°13',i - 71 T0C-! 4 \ `` I \ \ \\}\ L=455,90' = - = - \ �G \i(�___, CU_- T Y i \ \ , 1 (\ application of amendments; if necessary; such as dolomitic limestone of 0 Q Q N COMPLETED AND PROMOTE QUICK REVEGETATION. \�,\\ \\ \\\\ s�Aw,~�_ - \\ti , I i " 0 - '-' " , �- ``,, `, ( 1 aluminumsulfateto correetthe pHfactorto withinthe limits of6.0-7.0. The grass Q ; w w N \\,\\ � \\\ ~ � � , ~ - t _ x U) \ t seed shall be uniforml s read at the rate of 1001b er acre w ile the soil is moist. W _I 0 _i \\ \ \_1 NOT P I_AT T E D �� 0 t ! c I y p p h \\ \\ A \\ _ / � >' SAY tt` /I I �' ---- _ _ ~~ } ` `- ~\ � � ,I- -I LOT The ass seed mixture shall be of 20 arts bermuda and 80 arts bahi with the Z J Z = w = N KENJEN LIMITED r. l -� o-, a. � , S, \\ \,, \ p` p � U O 0 O 7. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION v\ \\ \ ff J RCiLS `~ - o o \ 1 _ -- ___ _ addition of 30 parts rye in the winter season. _ U w CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE l \\ \\\ \\ AEI\` \ m TAX PARCEL. # B 12 1 ,0,1 l � � C `-5 �E i' Lc, // ; p Cf) - _ __ \l \ \ ( (\ , - - T w I- THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CIIY/COUNTY \\ 4 \ �.S 21-28-0C?C)0-OCR-GF3E l fG.GS'\N,., N - \, ` t f J \ \ \ \ \ \� 3.09:12 PermanentSeedinaandMulchina p m p (> p ACCEPTANCE. \\ \\ \ \\�� , ? /1� SC l } Pr a r � it , 0) r0 \ t U1 - J b.. ,_\ \ \ \ I I \ " w \l \\, I �' 1 ., IRON R0D ` _. R� -'SOD � ,.� i - � "I� \ �' C � \ \ } ( I` e \ \\\ L :. �- �� r r Q .� \ \ \ 1 1 LQT « In addition to the minimum requirements of 3.09.11 above, slopes of from 6:1 to \\ \ ' \ \ ' Jj(/ c 29 `� ~ "v �� ,` ,. f// \\ i s 4:1 inclusive shall be mulched using a 2 inches loosely measured, mulch material -1 �� t � r r _ , - - t T' 8. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED a�11 \ III 0.23'E= AL,- (0.04'1�>" `� , > ° I (� % y(� R cut into the soil of the seeded area to a total depth of 4 inches: Q d' \ ,, i" �i- ` t I ~ MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE \ ' I REC I R �-- `-, ,J ,- ', , ,,, i = - ,, ;\ ._ __ _._ __ __ __ w ap U O I- / ___ \ ( _� . 0IT`~RCJD v a � - LLJ WHATEVER METHODS DEEMED NECESSARY TO PREVENT EROSION ` %�r� �� L4741�' " I = N \ 3:09.13 PertnanentSoddine (� AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. \ \ - \\ 4 • jrr / `�1 26'E, CJ: 2' '_ � � , ` ci = C� ci = \ \ U O O Cn ' / -_- `-- a_ , �, r s I LOT 10 All retention/detention basins shall be solid sodded within their limits. All (n I � � to --- 1 jj - -` a �' \ Q` \ / /I, �. v` ��, , r , � �� \ \ \ x 1 J exposed areas within public rights -of -way shall be solid sodded. Other areas with T_ U \ g . D "-� N E/ l �, � `- 4 � %\ % % ^I slopes steeper than 4:1 shall be solid sodded. 9. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL. _-- - \ \ \\'°� \ �//,�,,It'1 /il a --, `1 \ \ I __ p pR\ 11r r 1 1 1'I // �G n _ __ - "SOCK:' PIPE SHALL BE UTILIZED. \ NOT PLATTED Cf = y I\ f -SITE 13EIti 16° \1 \ 1/ t1 1/ I ,1I1 r I l / A=23'45' , C ' ■ I� 3:09.14 Strin Soddine / l ORANGE COUNTY BOARD OF , '`L` ,/ . j ( NAIL IN �x \� \ �l tr�r'/1f`Ij''`/(t` tl % /' ~`a R=13C}3.24' � `>c, \ - '�0`1�E `01\ \ � i_ _ "\ ' �/11,1r r %1 "- ., c I FACE OF\ % j jrj .r r/.l / / COUNTY CUMM. TAX PARC El.. ;j __ \ t - Stri sod shall be laced adjacent to all curbs, walks and avements to the 10. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT \ �� 1 ,/% ! %54 3{)° ,I I LOT 1 1 p p I pSUMP PRIOR TO BEING DISCHARGED OFFSITE. \ 1/' J1`Irl // C}4-22-2 -LOC10-LCC-C 39 \` C I ( ELEVATICL dimensions indicated in the Typical Cross-section provided in the approved plans. l a 1 r /1 f 11 CB=,-s "00 22 W ' xv .Cv /�c c \ �`-I I �` / /l / / ORB 9244, PAGE 2335 `\ \ \ / \ \ _ -_ ___ --_ __3:09.15 Rosrassina / _ \\ CONSTRUCTION SEQUENCE: / * ~ \ E �? \ LOT 1 2 All grassed areas shall be maintained to assure a good stand and sufficient ground 1. PRE -CONSTRUCTION MEETING TO DISCUSS PROJECT, INCLUDING f _ Y / ~ '\ f �`\ , a. \ cover to minimize erosion. If, after 60 days, an adequate ground cover has not GROUP ` \\\\ - x _., been established, the area will be regrassed. NPDES REQUIREMENTS. ___ _ ,a _ _________ _ / \ \\\\\ 2. INSTALL SILT FENCE ALONG PERIMETER AS SHOWN ON PLAN. SITE BENCHMARK -""r � -�� -�� _ - ____ --- - ------ - ___ ,,�,, _ - _______ FLORIDA ENGINEERING \` \\ \ , o \ _ 3.09.16 Additional Fertilization BUSINESS NO. 2966 -- - - L „ r 3. INSTALL CONSTRUCTION ENTRANCE. NAiL IN WEST FACE 00.1 `0 �! NORTHEA� 4. OBTAIN VERIFICATION THAT EROSION CONTROL PROVISIONS HAVE OF PC}\,Lr'ER POLE \ 182.76' THE SE 1 Grassed areas not accepted within 90 days oftleir completion shall be refertilized BEEN CORRECTLY INSTALLED. ELEVATION 1 CJ8.3 3' (} C C S'jJTI { k (T at an application rate of 250 lb per acre. 5. CLEAR AND GRUB PROPERTY` EAST UNE OF THE S >UTN N' /' 1 a \ -°` s \..7` NE �J € _____-/ TANG NT ARING I 6. REMOVE CLEARED MATERIAL FROM SITE. F \ OF THE SOUTHEAST 1 4 0 t i 3. , __ "" ~- (EI_EV-76.4') L SEE SURVEYOR NOTF��,- \ � _ REC 1 " IP LB #3778 , 7. IMPORT FILL MATERIAL. * TOWNSHIP 21 SOUTH„ RAN �I r (f , 6T �---`"�~ / REC IRON ROD REC IRON ROD LB 29 8. CUT TO FILL. * / t -''f �- -- LB �2910 1 `0,05'W, 0,32'N _ __. l ) 9. FINAL GRADING OF SITE `' Cn �� n n � APP ` ___. '--- APPROXIMATE _._._ - ALSO 10. SOD / SEED AND MULCH AREAS. C LIMITS --Or --- f _ =- -= REC IRON ROD Z r LIMI _--- �--=% NOT PLATTED ,> F L C 0 D _ _ _- ......___._ - `-- - f _- `" L E3 g 7 41 *MAY BE DONE IN CONJUNCTION WITH REMOVAL OF CLEARED MATERIAL. xa f __ FLO X" / �C-F--, --- _.._ -� KENN . C I ff V r -- _ -` ECFi V & CINDY m %'I'll _ TAX PARCEI.. \ l \........�\ ` ,.sue...- s�`„s`---'.".-",,...- _...._._..;�............`�.__.. -^ /e. -' 33-21 -2(3- JC1C10-0Ca-i �= - , RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 c_> m �� / - �_ 2/22/16 / D GRAVEL FILTER BAGS CAN BE A SINGLE OR DOUBLE LAYER IF A DOUBLE LAYER OF GRAVEL FILTER BAGS ARE USED. THE TOP BAGS MUST BE PLACED SUCH 3/4-INCH GRAVEL CONTAINED IN THAT NO GAPS ARE EVIDENT WITH PERVIOUS BURLAP BAGS OR THE LOWER LAYERS OF BAGS. SYNTHETIC NET BAGS (1/8-INCH WIDE AND 6 INCHES HIGH PLACE GRAVEL FLITER BAGS SUCH PLACE GRAVEL FILTER BAGS SUCH THAT NO GAPS ARE EVIDENT THAT NO GAPS ARE EVIDENT SIDE VIEW OPTIONAL POST POSITIONS PRINCIPLE POST POS11ON a (CANTED 20' TOWARD FLOW) PLAN VIEW FILTER FABRIC (IN F z 6' MAX. CONFORMANCE WITH w SEC. 985 FOOT SPEC.) > o FILTER FABRIC SILT FLOW N 00 O ELEVATION , SECTION TYPE A FENCE LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER. NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). 1LTYPE II SILT FENCE DETAIL N.T.S. SUPPLY WA WHEELS IF DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% O EXISTING PAVED ROADWAYfi� 2% R GREATER FILTER FABRIC SECTION A -A NOTE(S): 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. ALL EROSION CONTROL MATERIALS, CONSTRUCTION & MAINTENANCE TO BE PER APPLICABLE SECTIONS OF FOOT STANDARD SPECIFICATION #104. 5. USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN REQUIRED. 6. COURSE AGGREGATE & FILTER FABRIC TO BE PER SECTIONS OF FDOT STANDARD SPECIFICATION #901 & #985 RESPECTIVELY. SYMBOLS: r7771 Work Area ■ Char r elizir g Device (See Index No. 600) Ct` Work Zone sign Fiagger Automated Fiagger Assistance Devices (AFAD), With Gate Lane Identification + Direction of Traffic r 3 0 Q 0 rr 0 a a 0 Z X w ROAD \ '/>BE ROAD WORK RE/ AHEAD 0 STOP � 8e GENERAL NOTES: 1. Special Conditions may be required in accordance with these notes and the following sheets. 2. If the Work Area encroaches on the Centerline, use the Layout for Temporary Lane Shift to Shoulder on Sheet 2 only if the Existing Paved Shoulder width is sufficient to provide for an 11' lane between the Work Area and the Edge of Existing Paved Shoulder. Reduce the posted speed when appropriate. 3. Temporary Raised Rumble Strips: a. Use when both of the following conditions are rnet concurrently: i. Existing Posted Speed is 50 mph or greater; if. Work duration is greater than 60 minutes. b. Use a consistent Strip color throughout the work zone. c. Place each Rumble Strip Set transversely across the lane at locations shown. d. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option throughout work zone. 4. Additional one-way control may be provided by the following means: a. Flag -carrying vehicle; b. Official vehicle; c. Pilot vehicles; d. Traffic signals. When flaggers are the sole means of one-way control, the flaggers must be in sight of each other or in direct communication at all times. 5. When a side road intersects the highway within the TTC zone, place additional TTC devices in accordance with other applicable TCZ indexes. 6. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating. LAST ZO DESCRIPTION: REVISION 07101115 w rr SANDBAG 0 IMPERMEABLE SHEETING 0 0 o U sm SANDBAG OR EQUIVALENT IMPERMEABLE SHEETING 3 FT X TYP. 1:1 OR FLATTER SIDE SLOPE SECTION A -A EXCAVATED WASHOUT STRUCTURE NOTES: 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET -VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 3 CONCRETE WASH OUT N.T.S. �■\ BE ONE LAN PREPARED ROAD Tfl S10P�,f AHEAD Buffer Space See Table i t 250' - C - B Work Area ■ 11 Tangent Device Spac Taper Length rti Taper Length See Table 1 50' to I00' j 50' to 100' -' GENERAL LAYOUT 7. When Buffer Space cannot be attained due to geometric constraints, use the greatest attainable length, not less than 200 ft. B. Railroad Crossings: a. If an active railroad crossing is located closer to the Work Area than the queue length plus 300 feet, extend the Buffer Space as shown on Sheet 2. b. If the queuing of vehicles across an active railroad crossing cannot be avoided, provide a uniformed traffic control officer or flagger at the highway -rail grade crossing to prevent vehicles from stopping within the highway -rail grade crossing, even if automatic train warning devices are in place. 9. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if all of the following conditions are net: a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. There are no sight obstructions to vehicles approaching the work area for a distance equal to the Buffer Space shown in Table 1. d. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. f. If a railroad crossing is present, vehicles will not queue across ROAD WORK AHEAD A �v T * May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. TABLE I DEVICE SPACING Posted Distance Between Buffer Maximum Spacing Maximum Spacing of of Cones or Type I or Type 11 Speed Tubular Markers Barricades/Panels/Drums Signs Space On a On a On a On a --_Taper Tangent Taper Taint A B i� D 25 20' 50' 20' 50' 200' 200' 200' 1 100' 155' 30 20' 50' 20' 59 200' 200' 200' 100' 200' 35 20' 50' 20' 50, 200' 200' 209 100' 259 40 20' S0' 20' 50' 200' 200' 200' 100' 305' 45 20` 50' 20' 50' 350 350' 350' 175' 36U 50 20' 50` 20' 100' 500' 500' 1 500' 250' 425' 55 20' 50' 20' 100' 2640' 1500' 10OU 500' 495' 60 --------- 20' 50' 20' 100' 2640' 1500' 1000' 500' 570' 65 20' 50' 20' _ 100` 2640' 1500' 1000' 50U 645' 70 20' 50' 20' 100' 2640' 1500' 1000' S00` 730' rail tracks. g. AFADs are not in use. 10. See Index 600 for general TCZ requirements and additional information. 11. Automated Flogger Assistance Devices (AFADs) may be used in accordance with the Notes on Sheet 3. 5 MAINTENANCE OF TRAFFIC N.T.S. 2016 TWO -CARTE, TWO -WADY, DESIGN STANDARDS WORK WITHIN THE TRAVEL WADY CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY. INDEX SHEET NO. NO. 603 1 of 3 I DRIPLINE OF TREE IS THE EXTENT OF ITS OUTER BRANCHES 6' MAX 2" X 4" WOOD STAKES 1.0' INTO GROUND, 5.0' ON CENTER ZIP TIES OR TWISTED WIRE. ./ <C�j v� WOOD BRACING IOR ORANGE MESH �ENCING AROUND DRIPLIAE. NAIL (TO TREE PROTECTION NOTES WOOD BRACING WOOD STAKES OR ATTIACH 1. TREE PROTECTION MUST MEET THE REQUIREMENTS OF SEMINOLE COUNTY MESH WITH TWISTED LDC CHAPTER 60 - SECTION 60.4. WIRE. I 2. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE. WOOD BRACING TYP. ( ) 3. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) ' INCHES BY FOUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE I MATERIAL. 4. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. 5. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. 6. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. 7. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. WOOD STAKE 8. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT (TYP.) ADJACENT TO THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY DISTANCE ON ONE SIDE ONLY. 4 TREE PROTECTION DETAIL N.T.S. ROAD WORK AHEAD FADORK A �� `t1 ■ A 8 Taper Length r113L Work Area -------------- ----- --- See Table Ii LND Table II ROAD ROAD__W�RK_ Taper Length -Shoulder WORK Device Spacing -Taper Device Spacing -Tangent AHEAD See Table I See Table I 500' Speed Y3L (ft) p SPEEDING FINES ` DOUBLED Notes (mph) 8' 10' 12' WREN WORKERS I Sh1dr. Sh1dr. Shldr. PRESENT 25 28 35 42 Table 1 30 40 50 60 L=WS2 Device Spacing 35 55 68 82 60 Max. Distance Between Devices (ft.) 40 72 90 107 Speed Cones or Type 1 or Type 11 45 120 150 180 Barricades or Vertical DISTANCE BETWEEN SIGNS (mph) Tubular Markers panels or Drums - 50 133 167 200 Taper Tangent Ta Taper Tangent Spacing (ft.) p 55 147 183 220 Speed A B 25 25 50 25 50 60 160 200 240 L=WS 40 rnph or less 200 200 30 to 45 J 25 50 30 50 65 173 217 260 45 mph 350 350 50 to 70 25 50 50 too 70 187 233 280 50 mph or greater 500 500 - - *Midway between signs. 8' minimum shoulder width 73L = Length of shoulder taper in feet SYMBOLS GENERAL NOTES DURATION NOTES W = Width of total shoulder in feet (combined paved and unpaved width) Work Area 1. When four or more work vehicles enter the through traffic lanes in a one hour 1. Signs and channelizing devices may be omitted if all of the period or less (excluding establishing and terminating the work area), the advanced following conditions are met: S = Posted speed limit (mph) FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers ■ ChanneUzing Device (See Index No. 600) a. Work operations are 60 minutes or less. and FLAGGER signs, see index No. 603. b. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating. Work Zone Sign 2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. Lane Identification + Direction of Traffic 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. CONDITIONS 4. For general TCZ requirements and additional information, refer to Index No. 600. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES o ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN MAINTENANCE OF TRAFFIC N.T.S. 2' TO THE EDGE OF TRAVEL WAY. LAST z0 DESCRIPTION: INDEX SHEET REVISION FDGiTn2016 TWO -LAME, TWO -WADY, WORK Old S1H[O1C7LDElE�NO. NO 07/01/15 W DESIGN STANDARDS 602 1 of 1 i 11 jU') F_ � U7 ry Q o Z 1�1 W Z (n m p 0 v Q _ O o QOON W m a_ U �21L I A Z �0 Utizrn z U m :2 O j cn 0 O O Q O CL Q) O 0 W > N N O m ry W rL � U7 Q a 2 LLI 0 M o U C) I O � LC Of Q ZOQ VW�� Z w z W D_ ajt` O 2 cn a n J 0 C) Z� O z W U) p g ~ MH N V A • ' 1�■1 O 040 O Q �V � 040 1`1 O �0 0 z O V c0 O I-, (n O' O_ "5 Q Q N Q 0 LL. p J LLI W= N Z I Z= O C) O Q 3�: W Iw- C) m C:) U O_ 0 .dB i GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 NOTES: 1. PARKING TO BE PROVIDED: 2 SPACES PER UNIT (OUTSIDE OF THE PUBLIC RIGHT-OF-WAY). PARKING PROVIDED IS 2 SPACES PER UNIT OR 246 SPACES. GUEST PARKING: 33 SPACES. 2. HOME OWNERS ASSOCIATION WILL BE CREATED TO PROVIDE CONTINUOUS MAINTENANCE OF THE WATER MANAGEMENT SYSTEM, COMMON OPEN SPACE AND COMMON RECREATIONAL TRACT(S). 3. THE PROJECT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF OCOEE'S LAND DEVELOPMENT CODE AND ENGINEERING STANDARDS MANUAL AND ORANGE COUNTY UTILITY SPECIFICATIONS. 4. ONE COMMUNITY MEETING ROOM WILL BE PROVIDED FOR THE PROJECT (740 SF.) 5. RECREATION AREAS TO BE WITHIN OPEN SPACE AREAS AND MAY INCLUDE: SWIMMING POOL, TENNIS COURT, PEDESTRIAN TRAILS, ATHLETIC FIELDS AND BOARDWALKS, TOT LOTS AND PICNIC AREAS. 7. BOARDWALKS, AND STORMWATER RETENTION SHALL BE ALLOWED WITHIN THE 100 YR. FLOOD PLAIN FOR RECREATIONAL PURPOSES. 8. STORMWATER MANAGEMENT CRITERIA SHALL CONSIST OF AN ON -SITE RETENTION POND WHICH WILL COMPLY WITH THE CITY OF OCOEE, THE WATER MANAGEMENT DISTRICT AND THE CITY OF OCOEE ANNEXATION AGREEMENT. SON ROAD X M X TRACT 'G' WEST ORANGE TRAIL CONVEYANCE ti 0.67 AC \ WEST TRAIL CONVEYANCE 0.17AC 0 C� vi 0 � . m 0 N N N N a� 0 z3 C_ 0 in >v 0 a� c� i Y C co C 0 a_ C 0 U >v W C 0 U 0 'v L0 0) 0) C 0 0 O L0 r` O N O O / \N \ N d' 1 LLL-%lwlvl RECLAIMED WATER 50' ROW SECTION N.T.S. 0 10' UTIL EASE r v trytjn \,� TELECOM 40' ROW 7' 26' 2 22' 11' 11' �PGL 2% SLOPE u 2% SLOPE -eA�ty� SEWER WATER 40' ROW SECTION N.T.S. 2' 3 0 10' 7� UTIL EASE TYPE "F" C & G, MIAMI CURB IN FRONT OF HOMES, TYP_. WATER MAIN 11 --------- - --TR - -T--- -T-___ ___ I j \ -- ,i-" III III III III III III ICI ICI ICI ICI I III III III III � I - - - - - Q - - - - `TRACT 'E' CITY OF OCOEE 7II-Up -11I 1II 11IU UO Q_O- I I II1 I Ii Ir N o-IAI /N / E'/ I N/ K /U L� II ECO ¢Q Q ¢Q Q Q ¢ �`°'�°°°'�N � .0 ACII � � I�II�II� II N N N d N NcE I TRACT 'F' Q CLARK ROAD UO 1 1 1 _O 1 O CONVEYANCE ¢\\\ O p O O O 0-�\0 L /,/___LEEA--Qo % I 00 04 II I I TRACT 'N' -STREET - 0 LANDSCAPE/WALL BUFFER C) --_-- --- __----J 0.08 AC \Lco) Q ` ao� to( Lo� 4- �-I(I1�UQ UU UUU p p O U Q Q Q Q Q Q 0--- - - - -- � ana In M U �m r`0r,r`- r`-q- -q- r �o a Q o a No _ °°a N MrnLOCD L0(0 Mo O00n o L-0 L -- o- L -o- a Q - - - - r--- -- jIII11 1I 1II1 1 1I I Q\\ U a �I Q �,-o(0 oco L0 (0 '(0 L O L L - N 00 OpC LANDS -- _-T i-- = AFE/FENCQ `rMi7- -- _-- 'JC 0a �� a1 _ pWLoC0 ( Co Q �-U L L_ L_o_ Qo UU I I l /N mor oo' ///o�a// / L- 0- aa r�- TRACT L 6/0 ¢ 00/ � a LANDSCAPE/PARKING/FENCE BUFFER 00 aco d- 0.39 AC rn J //0 -r- - - Qo \ C) TRACT ==U U o-- 0--a � rn LANDSCAPE/FENCE/SIDEWALK BUFFER rr) 0) ,- \ O F., O- - - - - - < �¢\O N Q\\Q ��C;a/j\ Na 0 O 0 o a 0o/m0\\-//a TRACT QTRACTS' LIFT STATION U 0.04 AC Q1 ( PARKING AREA 0.32 AC o Qn IIIIi I II I I II II 1II I \ I111I( ( I I III I I1111 I I II 0,0 \ Ld CL I Ld G? G«yT "'QC AP't \ W s1 I b �- ---- 6.25, N BLDG. BLDG. i 6.25' 0 1 1 1 SETBACK 1 1 11 SETBACK W \ \_ __ -- T`- -- -_ '�. o I I I I i 1 I 1 I I I �. .� TRACT 'I' r Q 1 1 �uj I 54 1 55 1 56 1 1 1 0 0 1 1 1 0 1 0 10 LANDSCAPE/FENCE/SIDEWALK BUFFER \\ ! 1 I I I I U I 0.16 AC I 0.16 AC 1 0.16 AC 1 1 a 1, 1 >> 00, 1 1 I' 1 0.42 AC w 0 I I I 1 1 I 1 1 � l o "� I I TYP. BLDG 1 1 1 1 11 III 11~� I I I I I vn I o I I ENVELOPE 1 1 1 1 1 1 1 I I ? I t I I ' as ' --\\Q I I I I I _ I I I ITYP. BLpG BLDG. I I----------� ---- ( ----- -- o--TYP. BLDG'-- W W W \\ <O� \\ I I ENVELOPE U SETBACK I I I N -_ �- _� ENVELOPEW of Q - I \ \\ � I I - r \ \ Z 510.00' - \ I O - - _ N89'54'49"W "y o I Z X " Q TRACT 'H' -- --- ---- --- f `" \ \ `\ \CL I I I 'E/FENCE/SIDEWALK BUFFER_ ----- ----- ----- --- I r---, --= i --f ~~~ CL I W J \ \ REAR LOAD LOT DETAIL - TRAIL SIDE FRONT LOAD LOT DETAIL REAR LOAD LOT DETAIL \ I"=50' 1"=50' 1"=50' `\�--- -- -- ' \ � I X LEGEND - - - - LOT LINES - - - - EASEMENTS ----------- SETBACKS X FENCE GRAPHIC SCALE 80 0 40 80 160 ( IN FEET ) 1 inch = 80 ft. SITE DATA: 1. OCPA - PARCEL ID #: 28-21-33-0000-00-021 28-21-33-0000-00-022 28-22-04-0000-00-013 2. TOTAL PROPERTY AREA: 33.94 Ac. 3. EXISTING WETLAND AREA 3.10 Ac. 4. PROPOSED WETLAND AREA: 1.44 Ac. WETLAND / SURFACE WATER IMPACTED: 2.99 Ac, 5. FEMA FLOOD INSURANCE RATE MAP FLOOD ZONE: X & AE (EL. 75.3) FIRM PANEL #12095CO210F DATED SEPT. 25, 2009 6. EXISTING FUTURE LAND USE (FLU): LDR 7. ADJACENT FUTURE LAND USE: NORTH LDR SOUTH LDR EAST LDR WEST LDR 8. EXISTING ZONING: PUD 9. ADJACENT ZONING: NORTH A-1 (ORANGE COUNTY) SOUTH R-IAA EAST R-IAA WEST PUD-LD 10. SETBACK REQUIREMENTS: FRONT LOAD REAR LOAD MINIMUM LOT AREA 6,264 SF 4,675 SF MINIMUM LOT WIDTH 52.5 ft. 42.5 ft. MINIMUM LOT DEPTH 120 ft. 110 ft. MAXIMUM BUILDING HEIGHT 30 ft. 30 ft. SETBACKS FRONT YARD 20 ft. 5 ft. SIDE YARD 6.25 ft. 6.25 ft. REAR YARD 20 ft. 20 ft. CORNER SIDE YARD 10 ft. 10 ft. 11. THE PROPOSED PROJECT SHALL INCLUDE SINGLE FAMILY RESIDENTIAL HOMES RANGING IN SIZE FROM 2,200 SF TO 4,950 SF OF LIVING SPACE. 12. OPEN SPACE REQUIRED: 30.0% (±10.18 AC.) 13. OPEN SPACE PROVIDED: 19.3% (2.56 AC,) TRACT D, E, F, G, H, I & J = 3.49 AC. (4,1%) 14. NET BUILDABLE AREA: = PD BOUNDARY AREA (33.94 AC.) - WETLAND AREA (±3.10 AC.) = 30.84 AC. 15. MAXIMUM ALLOWED NET DENSITY 4 DU/AC. 16. PROPOSED NET DENSITY (123 DU/36.73 AC.) 3.35 DU/AC. 17. PROPOSED GROSS DENSITY (123DU/38.62 AC.) 3.18 DU/AC. 18. MAXIMUM ALLOWABLE NUMBER OF LOTS: 123 DU 19. PROPOSED NUMBER OF LOTS: 123 DU *MAXIMUM ALLOWABLE NUMBER OF LOTS IS SUBJECT TO DECREASE BASED ON FINAL APPROVAL OF WETLANDS MITIGATION. 20. SCHOOL AGE CHILDREN: ELEMENTARY (123 DU * 0.196 CHILD/DU) 24 CHILDREN MIDDLE (123 DU * 0.100 CHILD/DU) 13 CHILDREN HIGH (123 DU * 0.134 CHILD/DU) 17 CHILDREN TOTAL 54 SCHOOL AGE CHILDREN 21. WATER SERVICE PROVIDED BY ORANGE COUNTY 22. SEWER SERVICE PROVIDED BY ORANGE COUNTY 23. REUSE SERVICE PROVIDED BY CITY OF OCOEE 24. SERVICE DEMANDS: WATER (123 DU * 350 GPD/DU) 43,050 GPD SEWER (123 DU * 300 GPD/DU) 36,900 GPD TRAFFIC (123 DU * 10.91 TRIPS/DU) 135 TRIPS 25. FIRE PROTECTION WILL BE PROVIDED AND DESIGNED TO MEET CITY OF OCOEE AND ORANGE COUNTY AND NFPA REQUIREMENTS. 26. STORMWATER SYSTEM WILL BE PROVIDED AND DESIGNED TO MEET CITYOF OCOEE AND SJRWMD DRAINAGE REQUIREMENTS. 27. UTILITY EASEMENTS DEDICATED TO THE CITY OF OCOEE SHALL BE PROVIDED OVER ALL REUSE MAINS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY. UTILITY EASEMENTS DEDICATED TO ORANGE COUNTY UTILITIES SHALL BE PROVIDED OVER ALL WATER AND SANITARY MAINS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY. 28. THE PROJECT CONTAINS ON -SITE WETLANDS. 29. AN HOA SHALL BE CREATED TO PROVIDE FOR THE MANAGEMENT OF ALL COMMON AREA AND FACILITIES. 30. PROJECT SIGNAGE SHALL COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. 31. PROJECT LANDSCAPING/IRRIGATION SHALL COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. 32. THE PROJECT WILL BE CONSTRUCTED IN TWO PHASES. 4: HOURS BEFORE � .LL '_ or :00 SUNSHINE STATE ONE CALL CENTER � I • O O QOON W m C_ U P�12G21 H o U a�o� W O� Of 0 o O Q O � O 0 > N N O m > ry WrL U) Q a LLI ° Mo O Z U W.�QN , O 0 U) C_ Of Q ZOQ ill CE V L W ZZ W C- aj3LC O Z to a J cc) Z O Z w Un r) g MH N W O z W 0-41CIO W w <V O c/i H �p O V cfl o cf) 0� Lr- 7; Q Q N a o LjJ � o L Z J Z= W= (14 O 0 O Q �' (n W IIi1- C' LiJ = Q m U O 0 O w C:)w 0 0 0 In U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 STREET A STREET B STREE T B STREET CSTREET D ST R E E T D STREET BIBI GROUP (FLORIDA) INC.2/22/16 0" aim z. I H1Bs N i aata X -am ------ X - X X 0 a vi 0) -21 0 N N N N O C CL -1 N 0 a� C.� I Y 0 O / co C 0 C O U i W C O U 0 0 0, 0 / 0) C 0 Y J I ` O N O 0 / X __- X X - X - X _- X - X X X ®n... X X X X ___- x. X X X ----- X ----- X 12 — ------------- ------ ----- ------ ------ - _ — I— — III III III III III III III III III ICI I I III III III III ��l Q J I I r_ I QI1I I �UQ I I1 UQ I UIUQIUQ II I U I i(I U iI UQ iIU I i(I U I 0Q IU IU II0Q 1III �i� �II NrnIi'� No o�.CE (TYL��0��) oNM��PI�Q Q Q Q Q Q Q 00 � d �1 d CI / 1 o 0 o C; C; o o o o o Co o)I �o I' \ 1 CO A Q I I iII IIIIII II I II I 'I I II I I I I IIL 1 0 m 0 PROPbSED LIGHT I n r- I I o POLE (TYP.) _ - _ - - _ _ _ _ _ _ - P_ _ _ - o ( I PROPOSED LIGHT POLE (TYP.), \\ U \ — --- -- --- --- --- \ o ,/ f� I_— III �I� — III --III IiI IiI IiI II I I I „ I I 't< I I to I I . I I -� I \\ U\ \\ i, I I I I I I I I I I � Q Q Q Q—----- J -----Lo o\Q \`\ \\\ co \ III i � IIII IQ�aQ m o III o Qo o a o oo I I I N r� 1 O II I I I I I I I c00 0O toc0 1 \ \ 111 IIi�__III I I I I I I I — I I( I �o �o I �> (� —moo---j l i I I �� \\\ o ill\ II --- --- — L-- -- 1 ( 1 �— ___ _ �_ -- --I , -- -- I I \\ \ r--U-- 1 ( r--�-- ---U-- ( W I I MQ 1 �Q I I I �Q I 016 I _Q t� K I I (1 LO� 1 I LO(C! I I I I — b- UJ -_--- / V O Vv I Q 1 I -- 1 \� o PROPOSED LIGHT , I 1 I (° ( ( I _ _ o-_ I POLE (TYP.) r-- U -- I r-- U -- m m r-- -- I I( L0 ( I I LO \ r--- -- I I - --1 L—Q\oL L—= 0-----Q\ �--- ------ I I E I r)d Q%/ I Q I I (1 Q I 1 Q I I �, o_ ONQ ; /\\ . \ \.� \ /// �� / , / /\` �c0 1 1 1 1 in(0 00 F17 oo007/ L I ( 1 I m —- —L-9 Q I I Q \ rn / \ \� / /// r----- r-------- \� U ( _ Q Q I I I \ rn� / U / r �\/ / // // •o- � /' \\ \/ rl ¢ o//c0Q 1-1 \/_ \ /i/ /// Q\\ O `PROPOSED LIGHT / o 00 EWALKQ POLE (TYP.)a/rn / (TYP I I II I _ ¢ // /\\\\\ \ \\� /l\ O�// \\\ OQ O \ O \\\\/ -- LIGHT 25 SIGN Q / �/ \ \ -�\ / / \ °' \ \ / / / — — -PROPOSED / \ �co \` / / --- --- - - U I i I III I I I POLE (TYP.) o Q \ �\ / /� /� \' \ I I I I \ d u \ LO M N � /�o III o III ` 't 'to ¢ \ v �� _d04 C3' /O Q / /// \ \ i / 11 \\ Q \\\ , \\ I I I I I N Q Q a�I III C)�� I 1 o M 11 i o �;QM o 4 RF �c \\ ar \ U\ `\ \ 0 D 7' GRAPHIC SCALE 80 0 40 80 160 ( IN FEET ) 1 inch = 80 ft. DUKE PROPOSED LIGHT POLE DUKE ENERGY: PRODUCT STYLE: MITCHELL POLE: BLACK 0 PROPOSED LIGHT POLE • HOURS BEFORE II' (�oCALL TOLL � : :000 SUNSHINE STATE ONE CALL CENTER � I i • � o H W Q U o QOON w m d U I Utizrn z CL O�o-o o Q O O w > N O m � Cn Q a O Z U W �QN I O 0 Cr Q ZOQ UWOJ 121 Z w z w D_ Z cn a n 0 Z w co o g MH N (x' MEMO 0-j W 1-0 zi 2 LA c0 o V) 0� � "5 Q Q N a o Lt o L ''''i N Z J Z = = O O Q � W cU—n Iw— �' W = Q o m C)l 0� Ua� 0 O � 00 W O W O V) ry O T U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 L U W 1 << ___j Cn Z LL- LLB 0" 0 co -21 0 N N N N a� 0 c 0 CL 0 41 in 0 a� c� I U co C 0 U c 0 U 0, 0 L0 / 0 0) c 0 0 L0 r 0 N 0 0 / BEGIN PROPOSED _ -- S89°39'15�F --WALL BY OTHERS -- 1 "0' __ __.. _ _ __ N 0 ° 5' 1 i i E-� i-� F� i f� f� i i-� i E-� - - - 10.00' E - -X --x -x x x -- -- - - _ - - - x -- - x --- - x - - x ----- x x x x - x - - x - x- x - --- x ' _ X - - - - - - - - - - - - - 6 - - - - - - TL _ x -_ X x _�48.94 - - - - - - 52.50= - _5_2.50' _ 52.50' 52.50' 52.50' 52.50' 52.50' - 52.50' - _ _ 93.26' 114.62' NO°05'11 "E I LL N89°39'15"W N89°39'15"W N89°39'15"W N89°39'15� N89°39'15"W N89°39'15"W N89°39'15"W N89°39'15"W N89°39'15"W N89°39'15"W N89°39'15"W 10.00' I TRACT 'J' , 00 �-.----------� I ---- I ----LANDSCAPE/FENCEBUFFER0.37 AC - I ---- I ---- I ---- I ---- I -------- //----- - - - - -I W �� i ICI 1�1 1�1 ICI ICI ICI ICI ICI /// I o� 3D i �i i �i i L I �,1 ,/ i LLI y Cl\ 0.27 AC 1 1 �n (c� ( 1 cb 1 in 1 `8 1 1 cb 39 / �; 0.340 5 AC z I } \\�. I . 31 ppI_�y- 32 �I 33 ppI_�y- 34 �I 35 pI_ 36 �I 37 pI 38 �I q I `� f >p�i`3 0.14 AC bicb 0.14 AC �I� 0.14 AC bicb 0.14 AC �I� 0.14 AC bi� 0.14 AC �I� 0.14 AC bi� 0.14 AC �ich 0.19 AC �-' < o I WIIIIII 1E I I-'v `��\ ICI ICI ICI ICI ICI ICI ICI ICI ICI / / -20 DRAINAGEEASEMEN - 11 I I Z I_J \\�`\ �� I ----I I ----I I ----I I ----I I ----I I ----I I ----I I ----I ----// 0,D6 r 29 \i------- ----- ---- --------------- ----- - - - - ----�' LLl I I 0.33 AC \ C2 S89°39'15"E S89°39'15"E " S89°39'15"E S89°39'15"E S89°39'15"E S89°39'15"E S89°39'15"E S89°39'15"E S 9°39'15"E C3 \ / A\5/ 1 W Cal CQ I l 1 MIAMI CURB STREET B \� 1 o N I- 1LLJ ( (1 n`// /c� --(TYP.) - - - - - - - - - - o_� 41 I z 0.24 AC 1 c� N89°39'15"W -N89°39'1-5"W -N89°39'15"W --N89_39'15-W- N89-39'15"W- N89°39'15"W- N89°39'15"W N89_39'15"W��j'- i L -I 28 1w� ---- --- --- --- --- --- ---- �1 -r2�QD' -- I b 1- 0.16 AC (� ' ( 1 I I , I -- I -- I -- I -- I I ---- co I I I o . ' o ( III III III III III I , I I , I o I - - N-€394'49"W- - � W I _--TZUOU zII 42 Ln -- NS9T5449 W- - I W i 53 �n 52 51 1 50 1 49 48 1 I 47 1 I 46 W° Q o I I 0.14 AC ( o Lo 0.16 AC 6 0.16 AC `' � 0.16 AC `�' � 0.16 AC 0.16 AC `�' 0.16 AC `�' I 0.16 AC ' I 0.16 AC Cn I ( ( L -- F9 E27 o o - - 0.14 AC o I 1�0�0= - - I I Io4 I �' III I , I III III III III III z v,a � 1--- I 1 IL Iz ICI III III III III III III I I D -S8954�F9"E--_ ----I (--- (--- (----- ' I--- I--- I ---- nl I 0.143AC I o '0 o ---1_-2-0�QO- -, W I I I PHA.SE2 I I I F- oI 1 0 57.50' I 57.50' 57.50' 57.50' 1 57.50' i 57.50' 57.50' 57.50' Cn I L_ - o .- (� . �I(11111ll IIIIIIIh m- r IIIIIIIIIII --I2-9.OII' � 26 89°54'49"W N89°54'49"W N89°54'49"W N89°54'49"W N89°54'49"W i N89°54'49"W N89°54'49"WW N89°54'49„ W z - - - - - - I � o I 0.14 AC t o f I ( I PHASE 1 1 I p ( NS9T5`1 49 W- - I Cn z --- I I W -12zT.0�' --- I I 1 I 1 I I I I I I I I III CL 4.4 III III 1 1 1 III 1 1 1 III 1 1 1 N' o I 0.14 AC01 o N ' 54 55 56 57 58 59 F 60 61 ' oN I 0.14 AC I to°• o) I I I I I I I Io 0 I to of 0.16 ACI�co 0.16 AC `�'I 0.16 AC PI� 0.16 AC �'I 0.16 AC �I� 0.16 AC �I 0.16 AC �I 0.16 AC to �I 1--48��--� W 1 _-SS9'5_4' T9 >` _. I z III I I I I I I 1 1 1 1 1 1 I I 45 �° ( Iil it I it it III 1il 01 I 0.14 AC oN I � - � ( I 10' UTILITY ( I ( I o ( "' (� ( i - EASEMENT (TYP.)- - J i i J i ---- I 0 1 1 z 1 24LO uuuuuuuur, ___________ _ _____ _____ _____ '--S89'S4'T9_F n 0.14 AC (0 w ��9 S89°54'49"E S89°54'49"E S89°54'49"E S89°54'49"E S89°54'49"E S89°54'49"E S89°54'49"E S89°54'49"E G�� n TRACT 'S' f' o I (o 00 4 � C=31.11' R=22.00'17T STATION - - - - - in I ,t CB=N44'39'15"W , p N . a 1 IIIIIIIIIIIIIIIII �� I I z z 510.00' STREET C IW 4�_ - - - N89°54'49"W - - - - - - N8 87 535„W 1- I o I 1 23 1 i �' -- w i o (24) 90° PAR N oLC) 0.14 AC 1 o e ,. '. 0 47.61' o I r i STALLS 9'X1 i o I 1 z G1'` N89°54'49"W N89°54'49"W N89°54'49"W -N89°54'49"W -N89°54'49"W - -N89°54'49"W- - N89_54'49"W- N89°54'49"W C" ° M o o _-_ -S89 `5_4' T9 "E I I II N M o 0 - - - - - - - -i - - - -� - - - - - - -� - - - - - - -� < R I o Z i 1�0�0=-- ( � , I- , I- � I- -, I I- � I- -, I I- � I----1 � �, 45.37' I - - - III III III III III III I I 1 ji m N90°00' I (� 1 ( 1 ( 1 ( �+TRACT 'Q' E C=25.35' R=22.00' LO A 22 (� e ( I 1 I 1 I 1 ( ' (i� N�0�225 ` CB=N35°31'43"E ;PARKING N.o 0.14 AC o _ I� I� I� __I, I� I� I� N 90 \\ 1�\\0.32AC TRACT 'M' LANDSCAPE/WALL BUFFER 0.31 AC PROPOSED WALL (BY OTHERS) I to o (z _--12UOII'---I I � I iW `n 21 I 0.14 AC I I o ' o z V) SEE SHEET C-18 I FOR CROSS-SECTION DETAILS I W o zu I. q 0.14 AC G° o Iz L _ -129OV - - - - N89=544-9�W- - i I I J 19 1 0 0.14 A(; V, I ( lo`{ z L18 I = 0 o 0.14 AC -- - N89154'-49nN- - � I 0 Lo I 17 I 0.14 AC ( IL Ioo^ cn ( I z _ -S89 54 4Y E - - -1-2-0,00- p 0 1 16 0.14 A(; (� E (oa< 0 1 Ib L _-12Q.0-0' I (W 000 I 15 I ( 0.15 AC 1 c I . � I ( o Iz N L--N89-T4'93°E . ' --- ---1-20,Q-0=-- I� ( �' I 14 Jp � - oTrAC- LO I - - - �� - - II 13 J �S w 0 N I s. I w 001 o � d-; I� z I v) Reim 6 I \\ ff f � - - -- - g X i �81: 8 39.63' i N89°39'15"W i I ,fLn o (� N o i cn I f' SEE SHEET C-18� I r FOR CROSS-SECTION DETAILS 0 I if f o, ft 01, z � � f` I .f f % f [a m if S GRAPHIC SCALE 16 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND - - - - LOT LINES - - - - EASEMENTS ----------- SETBACKS X FENCE 3 TRACT 'D' ' /F ro l jf UPLAND CONSERVATION/PASSIVE RECREATION / ff o�fj 1.75 AC X, f � f f D f f r 1 ' X/ � f - X X f Li.J f f .`fix ,- f � i 0 I ^�O 87 f f f f ff RACT 'K' RETEN ON/OPEN SPACE 3.51 AC f � , / f / / f f f f f f f KING 8 �/o f l � k f ff f f AREA / � f CO ! f f 100 V 0.11 AC LO ��,9.*32°38'52"W- A�� 5' SIDEWALK (TYP.) I I 12.08 � i �� n� w�� 101 / �� ` S N21 °07'45"E 70 \ 0.13 AC / �', r' 663 10.87' 0.14 AC o % 7'41'51 "W \ \ o. c�� ` \ 82�9'E / S21 °07 4„W ff JL o 21.96' 'o -S32 38'52" O6� / f G %/ F 7 175.70' ff / - - z ' " 99 / \ 1 2.08' / �\' j�132°38'52"W 8 / f ---12-90-0' -- �� 0.11 AC ✓/ '/ �6 � � � /�r 102 13.51 �o b BUTTON 0.11 AC i ` COMMUNICATIONS �� END PROPOSED -M-38'52�W �� s\ �� / \ BOX / WALL (BY OTHERS) \ \ �� ' �C� / 4 /TRACT 'I' 98 LANDSCAPE/FENCE/SIDEWALK BUFFER o I I 0.14 AC I o �\''/ 0.11 AC �' \r'°��c? \"�° ram\ �/ /� - - - ( o / �r6��/ /\ \��'� o ''�,�s \`� 103 /// PROPOSED 5' CONCRETE S-9974 4Y E - / \° q2°38'52" - - - - - - •. �° �� \ �'- �'- F. � 6.15 AC � ! SIDEWALK CONNECTION TO 20 DRAINAGE EASEMENT I i� ��• j \13. 1 f` WEST ORANGE TRAIL 5 97 \ 1 I _ 0.11 AC ✓ vd \ �,�� \i - \ CARD READER o 0.14 AC P�� co I104 / oI I _-.12_6_O1 -- 1 z'� '�� 0.11 AC o 0.13 AC - - I w EE SHEET C-18o '1 73 I OR CROSS SECTION x "'o I 1 0.14 AC I o ETAI LS o � ' N `i i o) i--- --I o � � � � I I 105 SS9"54 eF9" E f l 1 --1-2-0-80, - - (9) 90' PARKING W TRACT 'C' 1 STALLS 9'X18' �--{-__72' iL I 74 ETENTION/OPEN SPACE �� 00, / / / - 95'244'95" 0 0.14 AC o 3.94 AC o cn z % _ - -I 2-a 0II' � � 0.195AC � \ � �j/ Z � 0.130 AC f Lr)o I ( 0.14 AC o 94 / / 2 / / 107 01 1 \ 0.11 AC I � � 0.11 AC _ o- o I I - --1-2-0,40= - - o \ J //v`D, cn ( I ( z 93 / / / 108 J ° 76 I / 0.11 AC I / /j� 0.11 AC f ff - 0.15 AC / / J f MATCH LINE A -A '----- Cb \ 92 / �J - \ a f / rn /,3 109 f f --S$81-948 W--� 0.11 AC I N 0.11 AC AZT �' i 0.157AC I v \7�Q �� / /�o�i ^�a� `b //c _..... 0.169ACp" I 0.168AC �' Ic� 0.167AC `�' I 0.166AC �' I 0.165AC `�' I 0.164AC `�' I 0.163AC `�' I 62 ` r o `�' K �t `�' K �' �' K �' `�' 0.18 AC 1 1 1 1 1 1 1 1 1 1 1 N68°38'55"E III I I I I I I 2 8.0 2' III III 111� III III III III 9' r Cp, 10 - - - N89°54'49 �W - - J - - - - 20' DRAINAGE EASEMENT \ \ 1 3.36' s �W 59.14' _ 57.50' _ S89°54'49"E S89°54' "E S89°54'49"E S89°54'49"E S89°5_4'49"E _ S89°54'49"E Nam, N8 `54'49"W - - N89�44QCW I - -7 50' (�o or :00 WNSIHINE STATE ONE CALL CENTER IN �1 w z cn m o o Q _ a_ U o Q Q, w m a_U �� I A Z �0 Utizrn z CL O j 0 O of o Q O � O Ld > N O mryW U) Q a F O Z W.�QN O N W��oi z w z W o aj � � Z in J c� � Z O z w cn o g MH N x O z 1 z a W H LA c0 o "I V) 0r "5 Q Q N QLj 0 L p J W= N Z J Z= O O Q W 3�: cU-n IW- Q' W = Q m CY 01 Qr 0 O O LLJ In I � w w V) (I ry O U U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 0" aim z. 0" aim z. 0 a 0; 0 � . m 0 N N N a� O CL Q) C0 0 a� U I 0 O co C 0 C O U i W C O U 0 'v rn L0 0) 0) C 0 0 rn L0 r 0 N 0 0 ---- - ----- _ ----- ------ ------ ----- ------ ------ ----- ------ ----- - - - - - - - - - - - - ----- ------ - - - ■ -- x x x �- x x X .______. x .______ x _______ x .______ x _._____ x _______ x __- x x ...,.. x - x - x ... ..... x - x __- x ____- x _______. x ACT 'G' WEST ORANGE TRAIL CONVEYANCE 0.67 AC !y`�s r' toy TRACT 'E' CITY OF OCOEE CONVEYANCE 1.70 AC�� (� -TRACT 'F'- CLARK ROAD CONVEYANCE i TRACT 'N' \ LANDSCAPE/WALL BUFFER \ \\ 0.08 AC 24" WHITE STOP BAR AND R-1,�Q 30" STOP SIGN (TYP.), ALL \ INTERSECTIONS UNLESS NOTED. \ \ \ '0 \\\ \ o \SPEED LIMIT a \ \ 25 SIGN o \\\ x ----x x x x x x A —1 °C3> I � ---------- �.� ACT M BUFFER 31 AC -- - _ _- -' �- __ --- i---- I I--- i---- I--- i---- I i--- I------- I---- I I--- i � - — — — — I i 1 I Sao — —_i�'I IIII 111 ICI III ICI III 111 III 111 III llllll III 1�1 III 1,1 _ III U I I I �Q I 1 U III U 1 1 U III U I U III I I LO 11 (0 III rQ 11 00 III �Q 11 U oQ I I U III III Q I U I I U 1 NQ III MQ I I IIII�III I U I I Q III U LO l I l U I U 11 �Q III III Q 1100 Nn-IAIN LINK FF / O��I1Yd E ,� I# W I o I -, Nd Nd III 11 Nd 1, Nd rQ I, Nd 1, N� Nco I, -�' i =� \ \ U i N I, I I i\\i I �o I 0 1 I 0 I 1 d I � I 1 C5 1 1 o I o I o I .- O I O I o 1 I O I 1 1 1 " I � 1 0, I l �o 7� I I III lIl I 11 III 11 III 1110 II1 11 II1 II1,'�' I I I OQ I 1� \ U \\\ ��_ \ � I III ( I 1 I I L I, L — — — I L — — — I L — — — I L — — — I I L — — — I I L — — — I L — — — I L — I — — I L — — I — I L I, L — — — I L — — —�, �_-- i---- `r ,---I I I i I ------------ ------------ , , i i I I TRANCE GATES \\ \ _ i -"SPEED LIMIT -- --- 6' WIDE CROSSWALK, PER FDOT - ---- -------- ---- --- / / Q d\ \ \ 25 SIGN \ #17346 12" WHITE STRIPE. \ \ I 00 CO \ \\ \ \ \� ,- -" " TYPICAL UNLESS OTHERWISE NOTED \ / N I x + I I - - - - - - - - - - - - - - - - - I STREET B \ I 24" WHITE STOP BAR AND R 1, 30" STOP SIGN (TYP.), ALL ---- -------- ---- -------- ---- - --7------ _ I ------ INTERSECTIONS UNLESS N- -_- INOTED. SPED E LIMIT 1 I ---------- U I � _ � I( c� I _- ,.._ /- �,_ _ _— I---- _ - I -- I---- --- 25 I SIGN _ I Q o I I 24" WHITE 30STOP Q STOP SIGN I Q BAR AND R-1, LO cfl (TYP.), ALL I o I I I I Q I I �r I o I x I I I W I I 1 U IU IIU� ICIJU IU U I -INTEIRSECTIONS UNLESS JNOTED. L6' WIDE CROSSWALK PER FDOT U Q Q Q I Q Q ------- QI `i�#17346 12" WHITE STRIPE. v r- --- ----N--- -- — Ia� I -q ------- TYPICAL UNLESS OTHERWISE NOTED 00 - ------- II x W 0 0 o ci o WI{1 I Q I Q Ij I I LO0 1 �o i L — L — L — L — L — L — I I I o 0 �D L__—_'-- \ ACCESSIBLE PARKING iA \\ \' ' -I i 1L - -I i - - - I i I i I i I ( o I I I I L I �_ I - - - - _ / STRIPING & SIGNAGEgm w SEE DETAIL SHEEP C-30 \ , i�-I I -- -� -- -- -- -- -- _I vn ----- I I I� c I I-- I --- �V Q\ v\ zB `UQU `\ O V� V v I sPE25 SGINI I I �Q I I a I 00 I ��_ I I I TRACT 'P' it \ \ 6' WIDE CROSSWALK, PER FDOT S \ �OQ \\ \\\ 1 (0 I �� I I o I I I! WEST TRAIL i ii \ \ �' #17346 12" WHITE STRIPE. \\ \ \ a 0 \ � � I I 1 L----- ONVEYANCE�i \ TYPICAL UNLESS OTHERWISE NOTED- i \ U w0c o \\ I _ _ _o_ _ _ j ( o I ( -------------- I ------ 0.17 AC \\ \ \ / o / �� ¢ \\\ �� \ W — -- -- -- -- -- -- -- -- ( ( U'RACT'J 00o \ \\ \\ I------- I I I------- ------ I ADSCAPE/FEt< BUFFER x W I I ° 1 \ J/ N \\\ o \ 1 Q 1 1 Q �I ¢ I I I d 0.37 AC I � I i i \ w Q 24 WHITE STOP BAR AND R ci ( ( 0 0 30" STOP SIGN (TYP.), ALL y INTERS CTIONS UNLESS NOTED. -------I-------I _ - - - - - _� -- -- -- - - - - - - ------ m m a / \ / / U / / \ �' ( �Q I I I 00Q ( I �Q L= -- LILi 17 MIT / / >\m I I �I - - - - - - - I �I I iiii 1 sr� �/ \�\ . �Q / \ZI5 SIGN < I — -- -- ��Q \/ - N oz o Q 1 I I 1 Q 1 Q I a I I i W 1 �? \ i / / 171 cfl co ( ( SIPEED LIMIT- C:)/ d co I b� I / /T Q /� � ° I o i PEDESTRIAN o / U \ < / - -I- __ __ _ ( Q ENTRANCE GATE \\// // % / NQ ,\ \ �\ \\//��/ �� / // / \\ --- -- --- - --- - - I ( n� \1 I I I I I I IL- —TRACTL0Q o� Q Q \/ / O I iI aLANDSCAPE/PARKING/FENCE BUFFER U CO rCO ------ I 1 I 0.39 AC�% Q _ Q o o o I - - o I co Q I \ \ / o/ / O Q /// / / / , �\ \ - - - - - - I 6' WIDE CROSSWALK, PER FDOT ¢ /, / \ \ / / / / 24" WHITE STOP BAR AND R-1, 17346 12" WHITE STRIPE. o ✓/ o /// r Q // / / \ \ \\ 30" STOP SIGN (TYP.), ALL I TYPICAL UNLESS OTHERWISE mNOTED Q I I I L_ - _ _ - - = —� \ ` < \ U / \ \ / , / rn / / / / > , \ \ \ INTERSECTIONS UNLESS NOTED. ( I ( coo I I i i \ \/ / i� rQ i�/ \ \ `. \ /// o/ / a / // / /��.o- \ \ �\ a \��' 1 (000 0 1 0 1 I I I I ` 1 TRACT 'H / \ \ \ \ \ i \ LANDSCAPE FENCE SIDEWALK BUFFER, / Q / i \ / / o / / Q / / \ \ / // / rn- ao \ \ /� / \ c; /// Q // \ \ 6 WIDE CROSSWALK, PER FDOT d 5' SIDEWALK \� \ \ / rn / / #17346 12" WHITE STRIPE. sTREET� SPEED LIMIT—(TYP.) = / / / / / co / // Q / TYPICAL UNLESS OTHERWISE N_ OTED / 25 SIGN \\NCRE1 �Q /�// \� \\ / // \ a \�\ o \ \ / 1> U I I I \ SPEED LIMIT \° -- 1 I 11 I 11 �\ -t Q � / / \ > \ \ \ 25 SIGN / / \�� / \ U U U U _� / \1 Q I I Q I 1 Q I I Q I 1 \ I 6 WIDE CROSSWALK, PER FDOT / \ \ m U \ i /�/ _ / / / > � � � \ U \ 1 \ 17346 12" WHITE STRIPE. \ \ \ Q r C;/ a / \ \"I - TYPICAL UNLESS OTHERWISE NOTED- / \ \ \ I I I I N �1hso L II I ---i(LI --- IILI -- - - - - --CiVp � II I I \ \ oo/ r¢ ///// \ I --- - \ \,\\\\ O \\ \\ �� TRACT S D Ifi I \11 \l LIFT a // // / / // C)/ / U i \ \ �' �_ \ \ \ 'Q' 0 04 ATC TION m TRACT I I Q I I a i \ a o \\ \ i PARKIN0.32RAC i i cev / / // o"' ,n \ ors m I I C)I I \' \ o \ \ j 24" WHITE STOP BAR AND R-1, m I I o \ \ \ \ i 30" STOP SIGN (TYP.), ALL -zi 1 1 I lti 111 I I \ \ INTERSECTIONSUNLESSNOTED. 1 \ Ld — ' GRAPHIC SCALE � � 60 �� 11 \/ 0 30 60 120 l\ 1 1 11 ' if- ll PEDESTRIAN �> 1111 ENTRANCE GATE ( IN FEET ) 111 I \ 1 inch = 60 ft. TRACT 'I' NOTE: 11, z al LANDSCAPE/FENCE/SIDEWALK BUFFER O 1. SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE\1 1 0.42 AC x w-XI LATEST MUTCD GUIDELINES AND MUST BE APPROVED BY THE 11, `�1 '~ \ CITY TRANSPORTATION ENGINEERING DIVISION. / \ 11Li x U x. >� 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. jy 3. ALL ROADWAY / SIDEWALK IMPROVEMENTS WITHIN CLARKE ROAD 1 Q U RIGHTS -OF -WAY SHALL BE DESIGNED IN ACCORDANCE WITH THEr ~ ~ x CLQ LATEST EDITIONS OF THE CITY OF OCOEE'S ENGINEERING0 ZLO STANDARDS MANUAL AND THE FLORIDA DEPARTMENT OF ~~ x ` Q Or - TRANSPORTATION MANUAL OF UNIFORM MINIMUM STANDARDS x., Q FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS a \ AND HIGHWAYS (GREEN BOOK). N 4x� \ z .... x U \ \ Q I I I I I 1 I, I I I 1 I I I ®��v111M (�o 811 or :000 SUNSHINE STATE ONE CALL CENTER IN .11 I N= VV/ z m o o Q _ U) O o QOON w m d U Utizrn z U m m m O j cn 1 02 o o Q 2 O CL rT•m�W U) IN Q a O Z U W.�QN , O 0 r' u Q ZOQ Z w z W CL Z to a Q �� O z w o g MH N V z > I+�1 od W '-' O z �, < V a �O ,H v O 1 H O� � V cfl o � V) "5 Q Q N Q 0 � p J W= N z J Z= O O Q 3i: W � IW— W' W = Q m U Iz 0 O CD � M .I W O W �I � U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 1- 0" 0 C� 0 04 I-- 04 0 -C� C: CL Q) 41 CO 0 Y 0 0 0 a_ C 0 0 0 0 rn Cn 0 rn 0 (N O O 35.00 5.28 20.00 Ocoee Truck feet Width 7.87 Track 7.87 Lock to Lock Time 6.0 Steering Angle 27.2 SITE BENCI IMARK NAIL IN WEST FACE 017 POWER POLE ELEVATION = 90.76' (NGVD '29 DATUM) , x - x -x -x -x ------- x x ------- x -x x - x - x - x - x - x - x - x ---- x ' WEST ORANGE CONVEYANCE .67 AC CO NVEYANCE N EST VE C YA 0 N RANGE CE 67 rA NO a GRAPHIC SCALE 60 0 30 60 120 IN FEET 1 inch = 60 ft. SITE BENCHMARK NAIL IN WEST FACE OF POWER POLE ELEVATION = 93,74' ---------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- -------------------- ------ - - ----- ------ ---- - ------ ------ ------ ------ ------ ----- - - - - - - - - - ------- - - - - - - ----- ------ — — -------- �CBCUTFFIER� F .31 AC r -t-t--7�r----------- < sz 0 0) -< -, 0 0 0 0 0 0 0 0 0 NM-IAIN LINK E < (0 r1- 00 < 0) < 0 < < Cq < po < -q- < U) 00 / / /t ��j C14 (0 (=;-7NCE (TYl I I — — — Cq N C-4 C14 It < �2 < < C) N 11� < to C3 C5 I C3 6 C5 C; C; C3 C3 0 Lo C5 0 6 x I L L — — — < I L L L L LI C5 j < — — — — — L—: — — I — — — — I — — —I — — — — — — — — 0, C<) 00,0 .............. — — — — — — — — — — — — -STR-L-E+mB — — — — — — — — — — — — — — — — — TRACT 'N' LANDSCAPE/WALL BUFFER \ \ \ \ /' ( \ _ — _ _ — — _ I I i \\ \ \ //U\\\\ \\\ \\\ Q� \\\ \\ \\\\ \\ \ ¢ \ \\c\. \ .� / �i/ce,,,. _ 3- 0.08 AC F— — — — — — — -7 — — — — — — --- 0 0 < < < < (0 0) 17 0 < < Na< L — — — — — — Lo I LO PO 1 0 -- - - - - - -- -4 -- - - - - - \` \ \ \ 0\\ \ in q-I III F - — — — — — — — — L — — — — — — — \\ \\ \ �� \ \ \\ �' / tit /' \� \\\ Q I\ i 00 r- Lr) 0 I C5 C; 6 C5 1 1 6 0 0 0) 0 \\ \\ < 0 \\\ 0 00 LO C" p) 't \ \\\ II ILO LO to (0 0 L — — — — — — — < \ I\ I L — — — L — — — L — — — L — — — L — — — L — — — 00 U) \ \ \ \ a \\\ \\\ �/� \ <Imo- I — — — — — --1 I I — — — — — — L — — — — — — \ \\ \ C14 LO C3 < \,\ 0 0 0 1 bzo < < <\\\\\ /// ,//�\\ aN\\ < I — 11 1 T 'P'-- U) (0 0 TRAIL < 17 All L — — — — — — — NCE Lr Uj 0 7 AC RACT V II 4-- V) -< " \ �� \ Q \ \ a°° \ - - - - - - 'I -A DSCAPE < BUFFER 0 /l 0 J C� 6 0 0.37 AC 0 < < N, < 0 0 to �0 LO 0 6 I I I 0 0 -4 --- — -- > 0 Ix- -\ �\ \\\ / /\\ - - - - - - - - - - - - - L0 < IL < 0 W < I I I I < 0 1 0(0 < L10 00 0) 17 6 uj < Z 01:p / / z C) 1------051 - - - - - - C)< 0) 1 1 L - - - - - - L - - - - - - 1 (0 < I I — — — — — — — — — — — — — — V) Uj;: — — — — — — — I I z C) 0 C) 1 Uj < < C5/// < L — — — — — — — x�1 \ \\\ti\ \\\ \ ;`', � p\� ` /' ,�/N// , N/ /\/ / \\ T\\\\l / / \O // / \ (0 Uj 0) 00 04 00, COW LO 0 -4- II C5 \'AAA ro'q- - - - - - - - 00 0 1 TRACT V < < I I< C, 0 0.39 AC C 0 LANDSCAPE/PARKING/FENCE BUFFER \ \ \ / / o // / Q co C; 0 0 0 C) < (0 < d C14 (0 d 00 63;z / / - -------- \ \ \ -, I I I I \1 - I -L J TRACT 'H' 0 n 0) LAN DSCAPE/FENCE/SIDEWALK BUFFER C; C< 0.17 AC 0 SITE L- CHMARK \ / \ \/' // �/// MQ // / > \\ \ C5 / 5' SIDEWALK C5 L0 \ \ I- , \ I-- < 0< \\ � / PEED LIMIT=(TYP-) NAIL --`AND DISK IN 0) - C3 // // 2-5 SIGN'L 6 0 C)\ \\\ 0 PAVEMENT MARKED 0) <\ In NCR \ \ ELEVATION 101- C5 // \ Z� - \ \ 0 -Z I--- -4 II F -IC C5 \\ 6 II \ \ 0 < C5 < -q- LO 11� 1 0 0 < < < \\ \\\ / /, / /// // /\\ \ �\ / / / / \ \ \a. I LO 0 C;/ 0 It - I , III _Q \\ \ I , ! I / / <\y \ / / / // O C)< C3 6 C5 C� < \ �` \ / / ///// p//// rnQ /// \> \\ - �/ / \ ` \ � L - - - I i L - - - I i L - - - I i L - - - I i L - - - - - - - - - 0 ;z d C; < C14 00 -ow. -El 401- M\MhAw�— IM qm�-Ml z \`. \` \ \ \ / / / / / /TRACT 'S' > Ilk C) LIFT STATION P V) TRACT 'Q' 0.04 AC M C) 00 LO z z 0 0 PARKING AREA 'j. < 0.32 ACI U') \ \ \ ` / / o i 1\ M C5 z C5 I\i--i ( I Ld n U) J L z F- 048 HOURS BEFORE DIGGING 0 11,F) OP < Of z 101�� 0 CALL 4�' F- F- slo cq'� , TOLL z 0�- X" 811 or 1-800-432-4770 SUNSHINE STATE ONE CALL CENTER \ \\ /-M I I I I 1 111 'E' CITY OF OCOEE CONVEYANCE 1.70 AC TRACT CLARK R( CON .111 p"M Z� MCI W z Z) (j) z z 0 (z) LLI M a_ 0 C1� 9z z 0 o LZ orn CL V) 0 0 > W Z LLJ Ld 0 ry < Ld j z LLJ CL U < 0 Z Lu r) IMMI z < > a w0 wo LIJ LAJ LIJ 0 0 0 IILLW 0 o C14 V) C14 "5 < < (14 < LL. p LL- I 'LLJ N O LLJ = < M Ld II < Ld 0 ry C) Cn n GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 05\�� ?�D i >1 ? H � Z H0BS0N RD --- _ _ -- z m m - ----- _ -- / �pppN — 740 LF PANEL WALL & COLUMNS — N - x x - - _-x -x --- --x —x - -x X x __ l�x x X _- - Z� U _ Q UU Z R r-- r-- r-- r-- r-- r-- r-- r-- r -- r-- r— r-- r-- I I —� — 7FE I I M--� z Y�� a —�I I �I UI I �I �I I �I UI I oI �I I �I UI I �I �I I �I 1 1 �QI I �oLli m� � rI I " I aII aII mall o¢II rQII aII aII 0¢II QII �„¢II �Q) �¢II ,r,all oa a a 1 NnAIN LU Q II M I � I .-tn �� I �d 00V I rn' N� I Nd Nd I N� I Nd Nd III Nd III ��pIMNCE a 2 0 _a N I ��n i I r i I I I i I i I Nd I I I i III o o 0 o Q U Ii�� i .-I ��-1 I I I I I I I / I I Dooms oCL a\\ I o l i o I O I o co I o o I o co LL o o I o co I co o I o o w> N o L— L— —L— L— L— L— L— L— --1 / I m w v - - - - - - - - - - - \ N Ix \ 3 \ F / \ O \ \ - -�- _ STREET B 0- - —^ \ pLLI I ! a H c N cif Qo�-- — Q m I �� II � II V �zQ iaQu o�, aZ Q Q Q Q �NNQ ZUa IQI 1 1 —1 L� ,n dI o 0 c- Iw ,n , 1 ��I �r, P� I�I r-� f I �0-�ao �1 m U- - a000a 04 ��O rn z< o I 1 a a L—L—1( w\\\m cL--1 o o ——0oQJO g " a \\\o\\ rL-- -Qo- (I—U¢ l O Q�mod¢ �� o_a m—Q——-- IIII p!I zo IF Oy W N g Lo(o I Lo i t I L— _o--I x I"'w Z / c-)- — U N U — I x. < o%oo.-/ / �< I I ( 1 0)< 1 I 1 000 1( (L __o--I U \ TRF J`vv/ IN,Q /v 1 (0o ( 1 I I r / /Nrrn ��¢�� w O Q� / O 00 U-- I L— LAJ w a/ /\\ \ / .- / a /7 \ \ \ �Q� Sao Oi to Q / / \'M O \\ \�� ` °i rn �V MEMO ,�� \ L �r i III \ \\ ¢Q OtOo Q ¢U U U I�I II 1I HW H O� a a aO/-,� M04 Q oo I UO O O N \ - 1 0 ' O '00 C) - O a TRg/ ry\ O I r 0 I I O \ / V/ > Q / I_j I cD O � c/) 0� Q Q N Q 0 LL- 0 LL- w= N z J z= O O Q 3�: W 3�: cU-n Iw- c� m c)l 0 • GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 u 0 Q � . T m cp O N \ N O 4- O tT 3 ai C O O N W 01 CD 0 O C r C O U i W C O U O 0 U / /n 01 C 0 0 rn r O N O O First Floor KITCHEN ,a xtro BREAKFAST I—, fhb FAMILY ROOM 16-n^x2o'.a BAtNI I BEOROOM4 FLEXxRtOOM OPT BEDROOM 4/ BATH 3 ILO FLEX ENTRY Second Floor e� R BEDROOM BATCH T-1'xW2' t1 t � OPT ALT. MASTER BEDROOM (AVAILABLE ONLY WHEN OPT BEDROOM 4 OR 5 ARE SELECTED) 2�CAR GARAGE 2an'xzaa i NOOK D t -0' OPT NOOK W/ EXTENDED LANAI 7 7 lP BAP OPT BATH 2 SHOWER OPT BEDROOM 5 ILO LOFT ZOO E t, 9 tl P th htt 9 h tl or D ! wb t rodpct r. P t tl' h't i d t d,: ! g s r n d! f I t t P ^! and 1�'R�fiN"a t «q{al< ! whop § Ontra<A P t a e d Y r e ubject to hOyprne ^ PP t U a! Itd om insd. pmrfton-GfiLANUO-CHA(HAM 10-ti mE g n ui t R ExterOr AC CordOnsers wl Oe plecgtl et [Yte SOif dsc-eUon of Mjl H.-.X____ X ` 2 CAR GARAGE 18'-8" x 19'-6" LANAI j LAUNDRY 10' 0" X 12'4' .r V-B" x 6'-{t" OPi �i 40P" s6 f MASTER BEDROOM ` 13'-3" x 15'-6" OPT TRAY CLG. FAMILY ROOM 15'-0"x21.11" ------- . IOW, ' ar KITCHEN 0 3 x 14'-2" BEDROOM 2 1 BATH 2 FLEX `- ROOM FOYER -'/ _ Il r 10'-0" x 12'-0" _ BEDROOM 11,4, x 11,-0" ENTRY G P A P d .l - n o g l f r e than e and or s 9 . ! �bstitute roduct features dime '- iP a ch:,e<Aural t 0 IS and 0., d s —a, nonce. ! s brorhure'S `or illustration Purposes ont and 1s not ar( o''a le _ Pr p Mons. who (: P 9a cgntra<I tF5 re6gb;e<tt hO'm i g-ihotit notice. f 111 d- app t I i t d r om'� d- P rtkion. 6RLANDO AVALOY,O t`> [xtersOr AC Condensers vi ll be plmcedat thesol c{ts<ret On o[M/I-. ties_%___ X � gR First Floor ooR OPT POOL BATH _ LIVING ROOM '-M1"xtfi-R' BREAKFAST 14F Df RING ROOM Second Floor t p MASTER BEDROOM, P�S MV DEAIM1p mMASTER eE0RO0M rjayxl �N _ c o OPT BAY WINDOW t i� l n r� OPT MASTER _ SHOWER LOFT 19-1'x,d'3' t I v— BEOROOM3 aAiN2 BEDROOMA t� zo - eE0RO0M2 BEDROOM2 OPT MASTER BEDROOM 2 ILO BEDROOM 2 & 3 Bec P 1 t 1t 9 h' and r §e. 1q subst tote r f - p oduct 9a( d .This l>ot�q,e fs fpr iR tat'on purposes gnly and is not Part Ota ler alc n f t whop d change without no te. Roomdmens. ea0 r0 mete antl I' 3 C t..r-ces are su4iect to h0,011 E _ Lxtertor AC Cpndensers wt De paced th P culaled tram"ns de of partition. ORLANOL`DORCHfSrER tOtS 1� <a � e Q a sole disc. tan or Mli Rik � •' ,' • • First Floor 3 CAR GARAGE Pam{ �e I � (1 GREAT ROOM it t5d xa9 tt I t L�. 12 vRExq to SEOROOM4 ' pAVSPeo ENiRr T4" ■ —"--- -- OPT BEDROOM 41 BATH Second Floor MASTEk BEDROOM J I I I a,l BEDRGGM2 ` � � 12'.,yx•6'q' OPT LOFT ILO BEDROOM 2 83�RO QMa3 3ecaus i - Y P 9 P+OduCt. w to r D tttrev se. than rch'iectu dI beta's antl tles n wih1h,§e andlor ,,,, t-productfeature.,,, ,,,ohs. ctcat OnS. VY d- totpartofa PRO GGTON1.Price.... ubject to whQ e � gd' at b t h d , fl It d (t s de of pa t t'on. ORL.4NDO BARFtN6TON II I0 1S h�IT18 Fxteric AC Condensers will be placed at to aoie Crscra.: nn`MJ Names X X y Ana �.... — — 11 -` AP 0, First Floor OPT. EXTENDED LANAI NOOK I �� KITGH DINING ROOM DEN OPT. DINING ROOM/DEN ILO FLEX ROOM Second Floor FAMILY ROOM L/ NOOK 23'xus to GUEST ROOM 12'-1"x fY.6" j KITCHEN FLEX - 3�CAR GARAGE ROOM '� FOVFR 9'"4'x3Yn' j7 �E iY OPT. MASTER BEDROOM 2 121-0- -3. MAStER G 2-CAR GARAGE------------ f 4'.n'x 20'P OPT. MASTER BEDROOM 2 W/ BATH AND 2-CAR GARAGE W/ ADDITIONAL 1-CAR GARAGE OPT. MASTER U MASTER 7 BEDft00M 54'x20�5' M BEDROO2 EDR OM we 1 ^BAH b BEDR 11 C �, BEDROOM• �. i _ J I OPT, BATH 4 BEDROOM 3 ( OFT f 22"x538" 9'L 8 16'A" Gecause w. tY p a. P d An n § amt or ange / substitute rode t f eaAures d „t n neetturaid1 sanR '9 - t T - b r sFo iUusOf—I Purposes otidtlORL part Ofa legalcantYdtt.G <esa esuq pct to ns whole e without eotice. Raom a pl— .1 a mate antl calculated Go Inside Or arti i 1 ,,row P IOn ORLANL.O-5<)NOMAIOtE rl,,Li �x Q ExterlOt AC condensers wll be placed at the sole d s«etion of M(i Homes. X X_ "w. _ WneSi3PR First Floor Second Floor f I LOFT 13'-0° x 50'-ti OPEN TO BELOW LOFT iT-4'x30'-S" \ BATH i 3 I _ BEDROOM OPT BEDROOM 3/BATH 3 B onstantt n rod t Y D th 9htt echanye.andlor rubsttlute PYPdu<I features dim .. s. sPPCif'Cdilons. a hchtect ural..I R.s and des' v±thouf n i e s of TI - b or:nur r tf s o f nsaaca n Iv nd of Panora SALa E1015t.P- es era Sgbie<tro whole UX'bi&'a 'h D with 1 R d p tl I ia[etl from 'p (Partitl n. ORIANUO-L.ASAL..E 101!, hoY,I ,✓ 6xtarinr ACGanden5ers w'. beplacedattha oledsc etipn of M/tomes% X .... .m' CABANA ELEVATION r i IG t.AN CABANA SECTION (n Q u� O O - DON w m a_ U �� I A _j Q W W Z O) E, v, z O j 0 O O Q 0 CL O 0 LLI > N N O DO 0,� W rL U) Q U LLI ° MO U Q I O � ry Q ZO ULO2� Z ` Z LLI O a j L` O Z E, J O Z w U) p Q g ~ MH N Y z W o O >a W �1 O z H� O A cD O N \ (n 0� Q' "5 Q Q N Q 0 p J LLI� LLJ N Z J Z = = O 0 O Q U w Iw— Q' W = Q O m O Ua� 0 3� GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 CABANA FLOOR PLAN FLOOR PLAN 0 M� W O N N \ N cO L w 0 w U z w W J Q Y 0 O c r c O U c O U O O 0 'v / U) 0) c 0 0 rn r O N O O OSTACKED STONE RESIDENTIAL DETAIL TO LOTS W!affom—l�l TYPICAL BUFFER SECTION EXIT GATE N.T.S. ENTRANCE GATE OENTRANCE DETAIL 10' 3' 24' 21 ' 26' 3' 10' 5, 5' SUBDIVISION ENTRANCE GATE ELEVATION DETAIL NOTE: ENTRY SIGNAGE IS LIMITED TO 18 SQUARE FEET OF COPY AREA, PER CITY. TYPICAL 6' PVC FENCE N.T.S. CONCR-TE PREE COLUMN, S BAR WII T, MLN. 32' EMBED.' TO F00711 AND COLUMN vo(D' GRO:i' COL v04[ PROVSDE MIN. 3' CO A501E GAR END Ff E 5TANDiti=COLUMN P001`NG CONCRETE FOOT, 1NCs 24` dia. x 36' CEEP POURED IN PLACE FREE STANDING COLUMN ELEVATION PREC PANE NTTE "�^vR COLUMN FOOTING CONCRETE FOOTING 24' dia. x 36' 4EEP POOIRED IN PLACE m =S'-0' 15'-B` CTYP'.I a a INTERIOR COLUMN ELEVATION END COLUMN ELEVATION SCALE: IfZ=V-0" SCALE: 112'=T-0" SCALE: 112"=l 0' PEDESTRIAN GATE ELEVATION DETAIL TYPICAL 6' WALL SECTION ONCRETE V TOP OF GROUT, N.T.S. SIc 0v A -A TYPICAL CONCRETE FOOTING SCALE_ V2'=l•-0` — .1- RD AP COLUMN WITH INISH Z SIDES; JRAL DESIGN MITTING IRS vERT CAL W4Xi3 3000 P5 CONCRETE FOOTING VERTCAL WUXi3 3000 P53 CONCRETE FOOTING • H Qry o Z _ 1�1 w o U Q O o QOON w m 0_ U C" � I A Q Z N0 Utizrn z m Lj O j 02 o Q O � O 0 w > N N O m W rL U Ld Oz w�QN O N 'y 0' Q W��oi UWOJcp Z w z w a jsLC Ztna� J w c� Z O z w U) p g ~ MH N ' I� w A` cxO J W `W Ww �r V W O w �V A �o z p O I~ cfl 0 N \ (n 0' 0' Q Q N Q 0 � Q \ w= J N z J zLLI = O O Q , W � Iw- 0' w _ Q o m c)l 0 ..d 3=9 s- GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 / N.T.S. N.T.S. RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 0 co 0) � . m O N N N N a� 0 3 c CL 0 41 0 a) c� I Y 0 O / 0 c 0 c 0 0 >v c 0 U 0, 0 'v L0 / 0 0) c 0 s` 0 L0 / O N O O v v W W z F i- z =llo MAINTENANCE BERM o o Inn 20' BUILDING \ I I VARIES 95' 19, VARIES 19, 95' VARIES 5' I SETBACK LL = /O.UU 2ND 100YR. EL = 74.43 E I 1=1 I ( _ -1ST 100YR. EL = 72.70 =III_III1 111 11III1 111 I 1IIIIII_-_III1 '��_�_ _I_I I___II_I _I_-II _I I _.__- -I III -III III -III -II I III -III -III IIIII-I L _E I I II III III II1 1II III III III III III III IIMI1 1II II1_ 1 _I I.____I I I E-1 I I____ 1 I I mmI I i____I I I__ -I I I III -I I I. - I I F1 I I- I I I. -_I I I_ I I I.___I I I= I I 11-=IIIIII-III=1 I I- I I 1=1 11=1 I L_ III-=1 11-=1 I L.III=1 I I-=1 I L__ I 11=1 I L__ III -I - -III II III I I II II III II III III II III III III III II III II ---1 I I III �-I-1 I I I I I I= III I 1-1 I -1 I I I ii I I I i I -IFF I I-� i i I � I I I I I�-I-I I i I l I' 1 1 1iI =i i i l I 'FT-1-4 I I I I i l i v W MAINTENANCE BERM -71- � o �Iz 20' BUILDING �I� 5' VARIE 95' SETBACK VIT - - - -- EL = 76.00 11111 i-L-I-; - -D 25YR/96HR / - --i =- - 111- 11 I --- 111-----_ --- lift _ _ 2N_ EL = 74.80 =III III. -III) I I _ I I I SHWT ELEVATION - 62.00 25YR/96HR EL = 72.95 1 I---IIII 1 _----7_-1ST=III- =I I( (=BUI- I SLWT ELEVATION = 59.00 I(LDING PAD I -I I I =1 I I EL = 57.00 _ 1 I I _I I I I I I I I I -_I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I -_I 11 2' MIN. -1 I L_ I I III I II I I __ I I I �_I 11-_ 1 I I.___I I I �_I I I.-_ I I I.__ -I I I_ _I I I ___I I II I I �_I I II I I_I I I� I.-_ I II I _ II -II I- _ I III III -III -III III -III -III III -III -III III -III -III III -III III-IIIII .III -III -III III 21 -III =III_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1I III. 11 III_ I I III I I I._____I I FEI I I �I I I_ -_I I I______I I I I I I.__ --I I I E-I I I.__ --I I I.____ I I I EI I I. -_I I I =I I I =I I I.__ I I FEI I I I I I. -_I I I 111=ILL�III ICI IIL IIL ICI=III- AIL I�I_IIEdII-- IIL-ICI ��I ICI-=IIL �I� IIL=�I� II1=IIlEd I =III=III- F-II-I�I�IIIII�I�IIIIH--I I�I�IIIII�IIIII�IIIII�IIIII�IIIII�IIII�I�IIIII�I�IIII�IIII�I�IIIII�I�I I�I�IIIII�IIIII�III I�II�II�IIIII�II11-1III� 1 1111111-I�III1-111111 SECTION A -A -III-III-I ((III-III=III (- 2ND 100YR. EL = 74.43 1ST 100YR. EL = 72.70 III_III-I I 1=.III =III =I 11_- 2 _-III=III-1II==III III=III--III __III-____ I ICI I I1 I I =.III III=1 11=III-III-=III--=I i_ POND BC 1-III-I 1 IIII-IIIIII-III -_III=III -III - 1� zMAINTENANCE BERM 00 I0 I IVARIF� U Q W ry J MAINTENANCE BERM I� � Z O _j IVAR I E5i 5' 1 30' 2.0% EL = 75.10 - -- EL = 75.00 - 2ND 100YR. EL = 74.43 1=III-III=III-III=I �- 1ST 100YR. EL = 72.70 --- -I POND BOT I I.III-=III -.III- .III--III--.IIIIII-=III--III -I 1 I--III.IIII -- _ _ -III1 _I 1IIIIIIIIIIIIIII=IIIIIIIII1111IIIIIIIIII 1I- N.T.S. U W MAINTENANCE BERM r J X zlo 5 BUILDING 19, VARIES 19, 95' VARIES 5' a -I SETBACK 2.0% MAX. SECTION B-B_ N.T.S. VARIES SECTION C-C N.T.S. VARIES MIN. IIIII-III =IIIIII-III -I 11- �III�I, -III III - III -III N.T.S. EL = 76.00 2ND 25YR/96HR EL = 74.80 - 1ST 25YR/96HR EL = 72.95 SHWT ELEVATION = 62.00 SLWT ELEVATION = 59.00 5:1 II EL = 57.00 1 II -III 1 II ) 1 1 II 2' MIN. _� I I LIII-I I I II 11 � I I I-1-III I I 1-III-I I I � I I 1- - L_=11 I1 I I=I 11=I I I-III=I I I_I 1 I�-III: -III-=I 1 II I L =III --III= 11�=IIII 11 - L- I -_IIIIII-I_III-III -I _IIII-III-I I- I 1-III-I _I IIIII _I 1 ((-iii�) (lilil I -1_i i I it I Iilil I -lil I lii I l lii I I �-I-i i) Iili) I Iilil I -1�ii (I lil I I IiII -Iil ((I lii� Z O Q W ry � U U W Qry MAINTENANCE BERM r) (� OQ in o 30' 5' VARIESi W U U Z Q W W � MAINTENANCE BERM 0 0W_ iIcn W Z h 30' 5' TIE IN Igo' TO EXIST.I GRADE EL = 75.00 2ND 25YR/96HR EL = 74.80_- 1ST 25YR/96HR EL = 72.9511- 5.1 1 I=III=1 I I1 11=III--1 I I1 I I -=.III- =__1 I I-�I I I1111 � I-III111111III1 � 1 I ICI I I I I I I I ICI I I I I 1III=1 I I=I I L�==I I L=� I I=III- II I I�I I ICI 11= �I I I--=III-IIIi I I -III III -1 I II 11= �I 1I -III -III III -III -I 11-III -1 I ----III-III -I I_ II 11-IIId I I -- - - - : --- NN ----- --CO-iRET --NCLIE I I I -I 1 ( I--- SIDEWALK I I I I I (BUILDING PAD _III III -III III -III -III III I I I III-IIIIIIIII=.III I I I�=I I I :IIIICI_-I�II��-ICI= III -ICI -=ICI I �I I I --I I ICI I II I I�=III-�=1 11=�1 I --III_--=1 I ICI I I1 111111 I I1 11 lii I I l l I iii) I lii I I -1_i i I it I I lii I TYPICAL REAR LOADED LOT SIZE/PROPOSE1 BUILDING 'AD ,O Ci 0 4,675 SF (0.11 AC.) 0 N 6,300 SF (0.14 AC.) A' LOADED CORNERLOT SIZE/ BUILDING PAD FOR LOTS .� I CORNER LOTS SHALL HAVE AN ADDITIONAL 15% LOT AREA 4,675 SF X 1.15 = 5,376 SF (0.12 AC.) PAD FOR LOTS 56.25' W z D ' m o w 20' FRONT :S o o J o o N o m SETBACK a_ U c� 1 40' Mai _j � Z Q)LIJ z rn O z 10, 6.25'ol:Q:j j U � Q if) CL O a o o o Z CL p,Op N WZ N N m � w � U) Q 20' REAR SETBACK CORNER LOTS SHALL HAVE AN o 1= z W�Q ADDITIONAL 15 /o LOT AREA U OWo O i 0 6,300 SF X 1.15 = 7,245 SF (0.17 AC.) W J Z W z W CL aj�`'� J O Z W o g MH N 85' PRIVATE ROAD TRACT R.O.W. o R.O.W.I IL' I I 7A' 71' 11' A� I I2.0% MAX. 2.0%. ' �- 2-.%�0: 2.0% I 2.0% MAX. I =11I7 CONCRETEill,,i'' SIDEWALK �MIAMI TYPE 'D�CUR AND GUTTER ASPHALT PAVEMENT TYPE 'D' CUF ENTRANCE - SECTION H-H 1 "=10, 50' PRIVATE ROAD TRACT ml R I R.O.W. I R.O.W.I R I I G, G7I 1 nl I 1 ��GGI I J ,2.0% V G I L I I L L V J I I 2.0% ' MAX. MAX. 2.0% 2.0% 2..:.0% .-..�- MAX. �-�^- l- CONCRETE MIAMI CURB SIDEWALK AND GUTTER CONCRETE SIDEWALK-/ - CONCRETE SIDEWALK MIAMI CURB MIAMI CURB AND GUTTER ASPHALT PAVEMENT AND GUTTER SECTION G-G N.T.S. 50' R.O.W. (TYPICAL) 40' PRIVATE ROAD TRACT R.O.W. R.O.W. ' ' ' 7' 2' 1 1 1 1 2' 7' I I I=(11=! I1�i I I- CONCRETE SIDEWALK l �lj�d�' '' i=1I I=1I i�1I1=1I I -L l-l_ I CONCRETE SIDEWALK MIAMI CURB MIAMI CURB AND GUTTER ASPHALT PAVEMENT AND GUTTER SECTION F-F N.T.S. 40' R.O.W. (TYPICAL) _ VARIES _ 1 I R.O.W. i R.O.W.I R rz, VARIES., 17, i 17, .,,VARIES ' I 2.0% I 2.0% MAX 2.0% MAX. CONCRETE SIDEWALKS''��'� CONCRETE SIDEWALK ' MIAMI CURB MIAMI CURB AND GUTTER ASPHALT PAVEMENT AND GUTTER SECTION E-E 1 "=10, VARYING R.O.W. REFER TO SHEET C-10 & C- I I FOR CROSS SECTION LOCATIONS z 0 V W O V c0 O cf) 0� � "5 1 Q Q N Q J p J Z J Z= W= N O C) O Q cU-n W 3�: IW- �' W _ Q 00 Ld to w w N (� ~ 0 O Z nO U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 FDEP UTILITY SEPARATION REQUIREMENTS 00 Q a� � . i1 M 0 N N -b A) 0 0 75 z� 0 0 z D Y 0 0 / >v 0 C 2 U >u C 0 U / 0, 'v rn / C 0 O N 0 O GENERAL UTILITY NOTES: 1. BACTERIOLOGICAL TESTS WITH CHLORINE RESIDUALS INDICATED (TAKEN ON TWO CONSECUTIVE DAYS) SHALL BE CONDUCTED AT EACH POTABLE WATER METER FOR EVERY BUILDING, AT EVERY WET -TAP CONNECTION AND EVERY LOCATION INDICATED WITHIN THESE PLANS. RESULTS OF THE BACTERIOLOGICAL TESTS SHALL BE SP# PROVIDED TO THE ENGINEER OF RECORD IMMEDIATELY UPON COMPLETION. BACTERIOLOGICAL TEST RESULTS SHALL BE CONSIDERED UNACCEPTABLE IF THE TESTS WERE COMPLETED MORE THAN 30 DAYS BEFORE THE ENGINEER RECEIVED THE RESULTS. 2. ALL WATERMAINS SHALL BE INSTALLED A MINIMUM OF 36" BELOW FINISHED GRADE. 3. ALL WATERMAINS AND FIRELINES PIPES SHALL BE RESTRAINED VIA MECHANICAL JOINTS. 4. WATER MAIN PVC PIPES LESS THAN 4 INCHES MUST CONFORM TO THE SPECIFICATIONS OF ASTM 1785 (SCHEDULE 40, 80, 120) OR ASTM 2241 SDR21 AND MUST BEAR THE NSF LOGO ON EACH INSTALLED LENGTH. 5. UNDERGROUND MARKING TAPE FOR ALL SANITARY FORCEMAINS SHALL BE INSTALLED 4 TO 8 INCHES BELOW THE FINISHED GRADE SURFACE DIRECTLY OVER THE PIPELINE. MARKER TAPE SHALL BE MADE OF AN INERT POLYETHYLENE MATERIAL HAVING A MINIMUM THICKNESS OF 4 MILS AND BE COLOR CODED "SAFETY GREEN". 6. CONTRACTOR SHALL CONDUCT AND PROVIDE RESULTS IMMEDIATELY TO THE ENGINEER OF RECORD FOR PRESSURE AND LEAKAGE TESTS ON THE FORCE MAIN TRUNK LINE ONCE THE PRESSURE SEWER HAS BEEN INSTALLED AND PARTLY BACKFILLED. FINAL BACKFILL AND COMPACTION SHALL NOT COMMENCE UNTIL APPROVAL OF THE PRESSURE AND LEAKAGE TESTS HAS BEEN PROVIDED BY THE ENGINEER OF RECORD. 7. FOLLOWING SATISFACTORY PRESSURE TEST RESULTS, THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION SYSTEM, AND RECEIVE APPROVAL THEREOF FROM APPROPRIATE AGENCIES PRIOR TO PLACING THE SYSTEM INTO SERVICE. 8. FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF 3 FT. AND A MAXIMUM OF 5 FT. FROM THE CURB OR PAVED ROAD SURFACE UNLESS OTHERWISE APPROVED. NO FENCE, TREE, POST, SHRUB, OR OTHER OBJECT WHICH COULD BLOCK THE HYDRANT FROM NORMAL VIEW OR OBSTRUCT THE HYDRANT'S USE SHALL BE LOCATED WITHIN FOUR (4) FEET OF THE HYDRANT. THE FOUR -AND -ONE-HALF INCH (4-1/2") LARGE VOLUME CONNECTION SHALL FACE THE NEAREST ROADWAY. THE CENTER OF THE STEAMER PORT SHALL BE 18 INCHES MINIMUM AND 24 INCHES MAXIMUM ABOVE FINISHED GRADE. NO HYDRANT SHALL BE PLACED SO AS TO REQUIRE THE SIDEWALK TO BE RELOCATED. 9. ALL FIRE HYDRANT LEADS SHALL HAVE AN INSIDE DIAMETER OF AT LEAST SIX INCHES AND INCLUDE AUXILARY VALVES. 10. WHEN NECESSARY, DEWATERING SHALL BE PROVIDED TO KEEP THE GROUNDWATER ELEVATION A MINIMUM OF 6 INCHES BELOW MAIN BEING LAID. 11. ALL UTILITIES SHALL BE LAID ON A FIRM FOUNDATION WITH ALL UNSUITABLE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL. 12. TRENCHES SHALL BE BACKFILLED WITH MATERIAL ACCEPTABLE TO ORANGE COUNTY UTILITIES WITH A MINIMUM COMPACTION OF 98% IN PAVED AREAS AND 95% IN UNPAVED AREAS IN ACCORDANCE WITH AASHTO T-180 MODIFIED PROCTOR TEST. 13. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT TRENCH COMPACTION TESTS BE PROVIDED AT POINTS 12 INCHES ABOVE THE PIPE AND AT 12 INCHES VERTICAL INTERVALS TO FINISH GRADE, AT A MINIMUM SPACING OF EVERY 300 FEET. 14. ALL WATER SERVICE ENDINGS SHALL BE MARKED WITH A 2" X 4" LUMBER (PRESSURE TREATED) EXTENDING 4 FEET ABOVE GRADE, WITH WATER SERVICES SECURED 12" MAXIMUM ABOVE THE GROUND. 15. ALL WATER VALVES, INCLUDING CONCRETE COLLAR (WITH DEBRIS CAP), SHALL BE ADJUSTED TO FINISHED GRADE AND THE VALVE BOX LID, PAINTED BLUE TO MAKE THEM PLAINLY VISIBLE. 16. UPON FINAL ACCEPTANCE OF NEW WATER SYSTEMS, WATER VALVES SHALL BE COMPLETELY OPENED BY PUBLIC UTILITIES PERSONNEL. AT NO TIME SHALL CONTRACTOR OPERATE ANY EXISTING VALVES WITHOUT ORANGE COUNTY UTILITIES INSPECTOR PRESENT. 17. ALL WATER MAINS SHALL BE NSF -APPROVED FOR POTABLE WATER USE. 18. PIPE USED IN WATER DISTRIBUTION SYSTEMS SHALL BE EITHER POLYVINYL CHLORIDE (PVC), OR DUCTILE IRON PIPE (DIP). (a) ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. (b) ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA A21.51 /C151 AND HAVE A MINIMUM 350 PRESSURE CLASS RATING 19. PIPE USED IN GRAVITY SEWER CONSTRUCTION SHALL BE POLYVINYL CHLORIDE (PVC) OR DUCTILE IRON PIPE (DIP). WHERE REFERENCE IS MADE TO AN ASTM, ANSI, OR AASHTO DESIGNATION, IT SHALL BE THE LATEST REVISION. (a) PVC GRAVITY SEWER PIPE (4 INCH - 15 INCH), ASTM D3034, SDR 35 - UNIFORM MINIMUM "PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46PS1. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI-B-4. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL AND BE GREEN IN OVERALL COLOR. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. (b) DUCTILE IRON PIPE SHALL CONFORM TO ANSI/AWWA A21.51/C151, CLASS THICKNESS DESIGNED PER ANSI/AWWA A21.5O/C150, WITH MECHANICAL OR PUSH ON JOINTS. AN INTERIOR PROTECTIVE LINING OF COAL TAR EPDXY SHALL BE PROVIDED WITH A MINIMUM DRY THICKNESS OF 30 MILS. DUCTILE IRON GRAVITY SEWERS, WHERE REQUIRED BY ORANGE COUNTY UTILITIES BASED ON GEOTECHNICAL INVESTIGATIONS, SHALL BE WRAPPED WITH POLYETHYLENE FILM, AWWA C105. SEE APPENDIX C. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE EIGHTEEN (18) FEET. ADDITIONAL NOTES 1. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT WITH OCU MAINS. 2. ALL UTILITIES (INCLUDING PUMP STATION IF APPLICABLE) LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. FDEP UTILITY CONSTRUCTION NOTES: 1. NOTE TO THE UTILITY: PURSUANT TO 62-555.345; DO NOT PROVIDE WATER SERVICE TO THIS PROJECT (OTHER THAN FLUSHING/TESTING) UNTIL THE DEPARTMENT OF ENVIRONMENTAL PROTECTION HAS ISSUED A LETTER OF CLEARANCE OR THE UTILITY SHALL BE SUBJECT TO ENFORCEMENT ACTION. 2. THE PERMITTEE WILL PROMPTLY NOTIFY THE DEPARTMENT UPON SALE OR LEGAL TRANSFER OF THE PERMITTED FACILITY 3. ALL WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 4. ALL WATER MAIN PIPE, INCLUDING FITTINGS SHALL BE COLOR CODED OR MARKED USING BLUE AS A PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE PIPE, SHALL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR SHALL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT SHALL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPES WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. OCU UTILITY NOTES 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. 6. ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. 8. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE. 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 12. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER. 14. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS. 15. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. WATER SYSTEM TESTING REQUIREMENTS: 1. THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL WATER DISTRIBUTION SYSTEMS, AS SET FORTH IN THE FOLLOWING AND SHALL CONDUCT SAID TESTS IN THE PRESENCE OF REPRESENTATIVES FROM ORANGE COUNTY UTILITIES AND/OR OTHER AUTHORIZED AGENCIES. THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCED NOTICE PRIOR TO TESTING OF THE WATER DISTRIBUTION SYSTEM. 2. ALL TESTING REQUIRED BY ORANGE COUNTY UTILITIES SHALL BE PAID FOR BY THE DEVELOPER / CONTRACTOR. 3. ALL PROPOSED WATER MAINS SHALL BE TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. 4. PRIOR TO HYDROSTATIC TESTING A PRELIMINARY FLUSHING SHALL BE REQUIRED THROUGH FULL DIAMETER FLUSHING OR SWABBING. PRELIMINARY FLUSHING/SWABBING SHALL BE PERFORMED PER AWWA C651 STANDARD - "DISINFECTING WATER MAINS". ALL PIPING SHALL BE THOROUGHLY CLEANED AND FLUSHED PRIOR TO TESTING TO CLEAR THE LINES OF ALL FOREIGN MATTER. WHILE THE PIPING IS BEING FILLED WITH WATER, CARE SHALL BE EXERCISED TO PERMIT THE ESCAPE OF AIR FROM EXTREMITIES ALONG THE TEST SECTION. 5. HYDROSTATIC TESTING SHALL CONSIST OF PRESSURE TEST AND LEAKAGE TEST. PIPING AND APPURTENANCES TO BE TESTED SHALL BE WITHIN SECTIONS BETWEEN VALVES, NOT EXCEEDING 2,000 FEET, UNLESS ALTERNATE METHODS HAVE RECEIVED PRIOR APPROVAL FROM ORANGE COUNTY UTILITIES. TESTING SHALL NOT PROCEED UNTIL CONCRETE THRUST BLOCKS ARE IN PLACE AND CURED, OR OTHER RESTRAINING DEVICES INSTALLED. 6. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 POUNDS PER SQUARE INCH PRESSURE, UNLESS OTHERWISE APPROVED BY ORANGE COUNTY UTILITIES, FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. 7. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: WHERE: L = ALLOWABLE LEAKAGE, IN GALLONS PER HOUR L = SD*,/P- S = LENGTH OF PIPE TESTED, IN FEET 148,000 D = NOMINAL DIAMETER OF PIPE, IN INCHES P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST, IN POUNDS PER SQUARE INCH (GAUGE) 8. SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN PASSING LIMITS. THE CONTRACTOR SHALL FURNISH ALL THE NECESSARY LABOR, PUMPS, GAUGES AND ALL OTHER ITEMS NECESSARY TO CONDUCT THE REQUIRED WATER DISTRIBUTION SYSTEM TESTING AND PERFORM NECESSARY REPAIRS. SEWER SYSTEM TESTING REQUIREMENTS: 1. THE CONTRACTOR SHALL PERFORM TESTING OF ALL SANITARY SEWAGE GRAVITY COLLECTION SYSTEMS, AS SET FORTH IN THE FOLLOWING AND SHALL CONDUCT SAID TESTS IN THE PRESENCE OF REPRESENTATIVES FROM ORANGE COUNTY UTILITIES AND/OR OTHER AUTHORIZED AGENCIES. THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCED NOTICE PRIOR TO TESTING OF THE WASTEWATER DISTRIBUTION SYSTEM. 2. ALL TESTING REQUIRED BY ORANGE COUNTY UTILITIES SHALL BE PAID FOR BY THE DEVELOPER / CONTRACTOR. 3. GRAVITY MAINS SHALL BE INSPECTED WITH CCTV FOR ALIGNMENT, GRADE VARIATIONS, SEPARATED PIPES, LEAKS, DEFLECTION, CRACKED, BROKEN OR OTHERWISE DEFECTIVE PIPE TO ENSURE OVERALL PIPE INTEGRITY. THE APPROVED CCTV INSPECTION CONTRACTOR SHALL SUBMIT THE REPORT TO THE UTILITIES DEPARTMENT AS REQUIRED. 4. LEAKAGE TESTING FOR GRAVITY MAINS SHALL BE BY LOW-PRESSURE AIR TEST. LEAKAGE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROCEDURE FOR "RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE" AS ESTABLISHED BY THE UNI-BELL PVC PIPE ASSOCIATION. 5. EACH GRAVITY MAIN LEAKAGE TEST SECTION SHALL NOT EXCEED 400 FEET IN LENGTH AND SHALL BE TESTED BETWEEN ADJACENT MANHOLES. (62-555.314, F.A.C. LOCATION OF PUBLIC WATER SYSTEM MAINS) FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (a) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THEOUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (b) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (c) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (d) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (a) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (b) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (c) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (a) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (b) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. RECLAIMED WATER, CITY OF OCOEE, NOTES 1. ALL REUSE, ROADS AND DRAINAGE WORK SHALL BE IN ACCORDANCE WITH THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL, LATEST EDITION. ANY CONFLICT BETWEEN THE STANDARDS, SPECIFICATIONS AND DETAILS INCLUDED IN THE DOCUMENTS AND THOSE OF THE CITY SHALL BE ADDRESSED TO THE ENGINEER IN WRITING WITHIN FIVE (5) WORKING DAYS (OR SOONER) OF DISCOVERY. IN THE EVENT OF A CONFLICT THE REQUIREMENTS OF THE CITY OF OCOEE SHALL BE USED. 2. THE CITY'S UTILITIES DEPARTMENT SHALL BE GIVEN A MINIMUM OF 2 BUSINESS DAYS ADVANCE NOTICE (NOT INCLUDING HOLIDAYS) PRIOR TO BEGINNING ANY REUSE PIPELINE CONSTRUCTION. 3. THE CONTRACTOR SHALL AT ALL TIMES, DURING PIPE LAYING OPERATIONS, DE -WATER THE GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION A MINIMUM OF 6" BELOW THE PIPE BEING LAID WITHIN THE AREA OF THE TRENCH. 4. ALL PIPES SHALL BE LAID ON A FIRM FOUNDATION. SOFT OR SPONGY BEDDING FOR PIPES IS NOT ACCEPTABLE. ANY UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH A DRY, COMPACTED, GRANULAR MATERIAL SATISFACTORY TO THE CITY. 5. ON ALL EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND BRACING IN ORDER TO PROVIDE FOR THE SAFETY OF WORKERS, AS WELL AS REPRESENTATIVES OF THE CITY, THE DESIGN ENGINEER, AND THE DEVELOPER. ALL WORK SHALL BE IN ACCORDANCE WITH THE TRENCH SAFETY ACT. 6. ALL TRENCHES SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND COMPACTED TO THE SPECIFIED MINIMUM COMPACTION (95% IN UNPAVED AREAS AND 98% IN PAVED AREAS) OF THE OPTIMUM DENSITY OF THAT MATERIAL BASED ON THE AASHTO T-180 MODIFIED PROCTOR TEST. 7. THE CONTRACTOR SHALL CALL "SUNSHINE ONE CALL" AT 1-800-432-4770 TWO (2) WORKING DAYS BEFORE EXCAVATING IN THE CONSTRUCTION AREA. ALL WORK SHALL BE IN ACCORDANCE WITH THE TRENCH SAFETY ACT. 8. ALL TESTING REQUIRED BY CITY OF OCOEE UTILITIES SHALL BE PAID FOR BY THE DEVELOPER / CONTRACTOR. LOCATION OF PUBLIC WATER SYSYEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 Other Pipe Horizontal Separation Crossings (1) Joint Spacing (au) Crossings (Full Joint Centered Water Main Water Main Alternate 3 ft. minimum Storm Sewer, Stormwater Force Main, vu .� 3 $. lniilinlu m 12 inches is the minimum; except for storm sewer, then 6 inches is the minimum and Water Main Reclaimed Water (2) 12 inches is preferred Water Main \A ater ylain� Alternate 3 ft. m' lml in Water Main Vacuum Sanitary Sewer 10 ft. preferred 3 ft. minimum 12 inches preferred 6 inches minimum Water Main WaterMain Alternate 6 ft. minimum ��, Gravity or Pressure. Sanitary Sewer, Sanitary Sewer Force Main, Reclaimed Water (4) 10 ft. preferred 6 ft. minimum (3) 12 inches is the minimum, except for gravity sewer, then 6 inches is the minimum and 12 inches is preferred Water Main On -Site Sewage Treatment & Disposal System 10 ft. minimum i >1 • Qry Z _ z V) m o o Q _ 0 o Q�oN w m a_U �� I A Z �� Utizrn z � m `-� :2U O%a'o cn 0 o o Q O � w > N N O rT•mryw rL U) Q a Ld ° Mo Oz w�QN O cn rY Of Q Qj U W OJ cp Z w W z W ajt` Z to a J o� o ZQ) O z w to p g ~ MH N W a w w0 V) O W z W %04 � w O HMEMO <V O r� O V c0 0 N \ V) 0� Q Q (14Q o o � \ LLI� W= N Z J Z= o 0 Q w F__ LLJ .d 3.A S_ GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 (1) Water main should cross above other. pipe. When water main must be below other pipe, the minimum separation is 12 inches. (2) Reclaimed water regulated under Part III of Chapter 62-610, F.A.C. (3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top Hof the gravity sanitary sewer. (4) Reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. Disclaimer -This document is provided for your convenience only. Please refer to F.A.C. Rule 62-555.314 for additional construction requirements RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 W 0 O 75 Y 0 0 U) c r) O c 0 O O O cr) LO I--, U) C)) .C: 3: 0 cr) 0 (N C) C) W 0 O 75 Y 0 0 U) c r) O c 0 O O O cr) LO I--, U) C)) .C: 3: 0 cr) 0 (N C) C) W 0 O 75 Y 0 0 U) c r) O c 0 O O O cr) LO I--, U) C)) .C: 3: 0 cr) 0 (N C) C) 0 T m 0 N 11-1 N 11-1 a� 0 O 75 0) 3 N 0 n c c n I Y 0 O n c 0 0 O U Ol 0 i rn 0) c 0 0 rn / r O N O O B11 \ `\ \ a q `` ` r _ ( ( N n I I N I ¢ I �,17 i I-, Ln 1 0 I I 0 I I I 69 LF 30" RCP @ 0.15% L 1 1 I I 1 1 I I "a \ r V ___ L- - -I' L --I' L_ \ \°\ \ \ \ \ \5 26 LF 18" RCP @ 0.20% `\ \ \ " N \ \s _ \ U - �' X < :. I �~ T CA - - a. v \ a \ ] r86 LF 18" RCP @ 0.20%' C2 \ <'T-- \ f \` \ LLJ \ r Q \\ N Y / o 36"0 = �7j� \ o CC)N \ f CJ 41 ` , `~~ v TRACT E CITY SE OCOEE CONVEYANCE 1,70 AC -- ---- -- v -- - -- -------------- - --- - ----------- -- - -- - -- --- -- --------------------- ---------------------------- - - --- --- -- -- 2 L� - 44 BUFFER A-M 31 AC Ei I,_ I i 0 � � IIa� III i�I III III III I I III i�I III II�� r� _ = � t (, I, it C j Y I I I I I I ! N II I II I II I II I e_ N ; I II I e. 'of s `: N 1�N 'N-1- � C- N -4- -TRACT 0 c I c0 u o cCLARK R AC ` \ GRAPHIC SCALE CONVEYA CE 60 0 30 60 120 .4A '73 1__`> I I I 1 I B 2 I I I I t - \ <z \ \ `t ' ` l - - - L 1 L _ ____ - I L _ _ - ( L - I - L --- ----- ----- I 1- 18 LF 18I I " RCP @ 2.08% - (. _ I L (. I _ - -- \ N \ l \ c> \ \ \� 26 LF 15" RCP ®0.20% - _co � 25 LF 18 RCP @ 0 20% A - " / / -n \ \ \ _ -- - - \_-------------------- 25- - IN FEET ) LF 18" RCP @ 1.09% - - - - - -- -- - 1 inch = 60 ft. -.. - --- - - 19 LF 18" .RCP @ 3 00% `�' B12 - ` - 269 LF 36" RCP @ 0.15% �'F EET �3 \ p 1 > R, TRACT "f B15 �\ \ ® \ A f _- ` .. -- -- --r 244 LF 36" RCP @ 0.15% - LAND ,CAPE/W _ E3l1FFER_ \ 5% �_ �_.........®..` _ __ __-- - - _ ry _ 0.08 AC r" r . \" l .. \ = r f_ LF 36 RC (cp 1 ._ =-- \ f. P ° 5 11 �"` -�- -i- -��-- B4 B1 I � ,• f \ \ \ ° r 015 - - - - - . I 44 LF 18 RCP @ 3.00% < � -r �r �- \ \ \\� '" � o Q0 Ca I 12"R I I I I I ( \vvv\ d V \ \� � I I I 1 I - i N I < J"R( N I < 1 - 1 (----------- <> I 1 1 c�84 1 } 1 0 1 1 : o I 1 1 I I I I Lr) ` 1 N � l o7 r to c I it} co 0 I L_ L - "�,C L-- 1 I I 0 I I 13 I I 1 I 6 I I I L--- --- __-- - l L_ --- •_ 6 O - NIT I ----- - - -_- �. <c 10 u <I I I `0 Ca Ln <0 N L - - - - _ � - aC R ACT ' J' -- -- ------ ___ _ - - _ - 1 _--__ - -- i _----- C) 0I R I-ao ca E ��r �F37 �e j f Q 0 i Q0 CC} I I I C0 I tf} C;7 I " l.,' L ....... _...._ _..... I I I I _ _ I -- ------ --- -.... I a ( I I e ...... ....... ...... - - - / « ` / `C v f « v v 12;1 F3 0 ,. 25 LF 18 RCP @ 4.35% W ( c� C� I i � 1 , / / �,. Q� _.. I -------- C' I f /F f " \, ice- ,r - - - - - - - -- - _-- - - - -- - r r f f 2 f / \ "( S� Ao / c, c / ��\ E3 " ( I I rn I o 1 f - % / " J I r z f / / �� < C L ` �✓ r / r r \ } 7� 7 2q' / f' a ,... f f / �� _ w •i D3 • 12 CC - I Oi 1 ca ( - - - - -- - - / \ `� m . S.) w I ® I lC} CC} IL =4 s� ��'� �"��.` `F f`�~�I FA I I I04I ` v ` ! f W f \� 1 \~ is I C) 1 1 I 1 L- - - TRACT 'L' f f z / f • a/ f/ f/ / \� • 1, 1 I I I 1 �z LANDSCAPE/PARKING/FENCE cuEEER � / 1 ( I - -- - - - ! ! _�-.-- ` 0,39 AC 1 C I i t\ J J y ;.. `�, ''•• \ / `,, V r / ,rr' . C'j H ' w , vt`vt \ ~~ ~` �~ f f� ~ • 1 C 4.50%,/ / z v I I 11 ` v `. ". ~`� ti.7 ,f� <.. " f "`\, ' "`. ,.... f .r` `^", `.` ``..��'" -• "ate 'rr ,/ ._._.. ,.._.,_ N- _ .._ L / c 6of - _ ( 25 LF 18" RCP @ 2.00%- _ f r L ` s "sue - ri� / �� 47 LF 42" RCP @ 0.15% I I I tv v/ //bra' f/ 2)3 �' j �1 �f f �� \ l v� w 1 W ( i ( i c> ^ N I v vv TRACT 'i I b `vv \�I_ANDSCAPE/FENCE/SIG?EGNALK EUEFER. a' ~ / / �QC, f . �� v v` �\ 3 ��\. _ I B19 J ( j v v o f A / / c / / / / _ \ � D2 0.17 AC ea - f ; % �� \ v l - E} B20 - - f I v �v C16 2 < f / ®o �/ r A ti \ ` g \� c --------------- < / C13 / c} / 25 LF 18" RCP @ 0.2O% D1 - 4 -' ~` Opp ~ / / f ` �� / / / v 28 LF 18_.RCP @ 0 73% __ � / v °� f vv v @ / f ,.... / --- --- 0 r v 3) / f 25 LF 18" RCP @ 3.08% v\ /f 621f - g 6_ l r vv` ~` 0/ f �7 // f/� � \ � r r fQ '31 C15 ` 12" ® - 37 LF 18" RCP @ 4.i55% I I I i I i I � � < �f ,19 0'� ~�.� � � r ��e \ � -rr � � I i I I I v � I I r v p \ N i t f J ¢ N / r' ��_ \�� c17 �� / / / f l l / / . - r z r \ �c i� i i =� �- I I ( I I ( I I i O ` C \ l v v v OpF C0 � � ca � � c } � 1 / r. �., , .:. = -� _ __: C8 \ \ � \ \ --' \ �- - \ I I O L ( L__--1 L_-_.I L---1 L ___ v A5 i 00 wv\ 1 l l�� \ ,., •� / / c} _ 76 LF 24" RCP @ 0.50% Lm o, "t �� / TRACT 'CL' vvv vv 4F -` °`z. p4% / j c , $ c) , / , c) 1 ( i 1 \ v C) v _PARKING AREA-- , s v ° ( / / « \ \ 0,32 AC-_ \ ` \ �S" y aw ~�"C U ( ( r C} `� C r, ,, r ,.,.... \` 00 \ �\ S p C '°11I O �. 0g c30 - -- S i _ ._ -- 127 LF 30 RCP @ 0.52% `vv C19 6g° -- C10 109 LF 15" HDPE @ 3.05%� ; vv �\ rO vv v` \ x_ C20 Structure Name Structure Details Al RIM = 88.16 NE INV = 82.19 RIM = 87.33 A2 SW INV = 82.09 E INV = 82.09 RIM = 83.24 A3 W INV = 77.40 SW INV = 76.90 SE INV = 75.87 RIM = 82.72 A4 NW INV = 75.53 NE INV = 75.53 RIM = 77.65 A5 SW INV = 73.77 E INV = 69.40 A6 RIM = 71.33 WINV= 69.00 A7 RIM = 83.49 NE INV = 76.96 Structure Name Structure Details B1 RIM = 84.13 SW INV = 80.50 RIM = 83.13 B2 NE INV = 79.20 S INV = 79.20 RIM = 82.87 B3 N INV = 78.84 E INV = 78.84 RIM = 82.76 134 W INV = 78.28 S INV = 70.04 E INV = 70.04 RIM = 79.00 135 W INV = 69.68 N INV = 75.74 E INV = 69.68 RIM = 77.33 136 W INV = 69.35 N INV = 73.22 E INV = 69.35 RIM = 77.67 B7 W INV = 69.28 N INV = 72.47 Structure Name Structure Details RIM = 75.50 B8 W INV = 69.09 E INV = 69.09 B9 RIM = 72.96 W INV = 69.00 RIM = 79.43 B10 SW INV = 71.27 N INV = 71.27 RIM = 78.67 1311 W INV = 72.13 S INV = 71.17 N INV = 71.17 RIM = 77.44 B12 S INV = 70.98 N INV = 70.98 RIM = 76.69 B13 W INV = 70.81 S INV = 70.81 N INV = 70.81 RIM = 79.63 B14 W INV = 75.55 S INV = 70.41 N INV = 70.41 Structure Name Structure Details B15 RIM = 78.60 E INV = 72.40 B16 RIM = 76.71 E INV = 70.86 B17 RIM = 79.59 E INV = 75.59 B18 RIM = 79.00 S INV = 75.79 B19 RIM = 77.29 S INV = 73.71 B20 RIM = 78.42 SE INV = 74.25 RIM = 78.20 B21 NW INV = 74.45 S INV = 74.11 ---------- - Structure Name Structure Details C1 RIM = 82.11 NE INV = 75.80 RIM = 82.11 C2 SW INV = 75.75 SE INV = 75.75 RIM = 86.36 C3 NW INV = 75.58 NE INV = 75.58 RIM = 83.85 C4 SW INV = 75.35 NW INV = 75.35 NE INV = 75.35 RIM = 80.40 C5 SW INV = 73.50 NW INV = 73.50 NE INV = 73.50 RIM = 77.17 C6 SW INV = 71.68 NW INV = 73.00 N INV = 71.68 RIM = 78.90 C7 S INV = 70.74 N INV = 70.74 Structure Name Structure Details RIM = 78.68 C8 S INV = 70.36 NW INV = 73.06 E INV = 70.36 RIM = 77.00 C9 W INV = 69.66 S INV = 69.66 N INV = 69.66 C10 RIM = 72.42 S INV = 69.00 C11 RIM = 83.84 SE INV = 76.40 C12 RIM = 80.38 SE INV = 74.58 C13 RIM = 77.18 SE INV = 73.74 C14 RIM = 77.01 E INV = 73.56 8 ' TRACT S o ---- 45 LF 42' RCP @ 0. --..._ Structure Name Structure Details RIM = 77.01 C15 W INV = 73.51 SE INV = 73.51 C16 RIM = 84.85 NE INV = 81.18 RIM = 81.83 C17 SW INV = 78.17 NE INV = 78.17 RIM = 79.86 C18 SW INV = 76.06 NE INV = 76.06 RIM = 79.61 C19 SW INV = 75.40 N INV = 75.40 RIM = 78.34 C20 S INV = 72.95 N INV = 72.95 CS-1 RIM = 71.20 W INV = 66.50 w c_> �C CL M w } 0 `� to �0 z LLJ n_ DRY POND CONSTRUCTION NOTE: CLAYEY FINE SAND LAYERS TO BE OVER -EXCAVATED BY ABOUT 6 FEET BELOW POND BOTTOM AND REPLACED WITH CLEAN FINE SAND. ANY IMPORTED FILL SHOULD CONSIST OF CLEAN FINE SAND WITH A MINIMUM SATURATED VERTICAL PERMEABILITY OF 25 FEET PER DAY. THE ENCOUNTERED ONSITE STRATA 1 AND 2 SOILS ARE SUITABLE FOR BACKFILL IN THE PROPOSED POND AREA. SEE GEOTECHNICAL REPORT FOR SUITABLE LOCATIONS OF ONSITE FILL. Structure Name Structure Details RIM = 77.34 D1 E INV = 62.59 SW INV = 62.59 RIM = 77.19 D2 NE INV = 61.84 SW INV = 61.84 D3 RIM = 62.25 NE INV = 59.16 OF 6 RIM = 82.39 NE INV = 73.10 NOTE: 1. ALL CURB INLET RIM ELEVATIONS REFER TO THE INLET THROAT ELEVATION. Ill I I I I I I I I I f1_ Cm> w 1 W Ld in < (D I I a C J w I -- U) o I v I a I � I �c I 48 HOURS BEFORE DIGGING CALL ` TOLE 811 or 1-800-432-4770 ` S�INSHINE STATE aVE CALL CENTER i .11 H Qry � Z _ H W v O o QOON w m a_ U �� I AZ �U Utizrn z Iz- U m `-� � O j cn 0 (K o o Q O O O W > NCL N O m ry- W CIL a Ld ry Of Q Z CE UWOJcop Z w z W �- a (7) Z to a J c� Z O z w cn o g MH N z a > rx w w0 v � � MEMO < 0 <V A �0 � O ~ �r V cfl o � V) 0� "5 Q Q N Q 0 LL. p J LLJ W= N z I z= O O Q w � W _ Q O W C° O F- N < w NLj w O U I U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 PLAT BOOK K, PAGE 95 11 I' 0 �i T m 0 0 N 11-1 N 11-1 _-b A) 0 0 0) 4- 0 n c 0 c 0 n I - 0 n c 0 U c 0 U Ol 0 0 rn m 0) c 0 0 rn r 0 N 0 0 11 QD (,D W I ( � k I � m I 0 I 95.0 � I W I 0 D_ I, 93.9 0 I _ F r , I` F` I ( fF l_D �D ICJ I-- cD I_ f < I EL Ir I r l m 'I " r 0 I ! � � I LLI I � I JI 0 r TRACT 'M' LANDSCAPE/WALL BUFFER 0.31 AC I I I W I. r' I f I I I I I I PARK r ABANDONED TROUT LAKE ROAD RIGHT OF WAY VARIES �� \ f 93.53 _-- 91.54 91.27 91.18 91.31 91.68 - -- 91.81 91.14 91.59 90.66 88.14 83 82 81 ____ 1 1 94.09 - `�- - - - - - - 93.40 - - 92.65 - 91.80 - - 90.95 -,r'f 89.97 - 90.30 - - 89.18 - - 87.98 87.65 - - - - 86.43 - - - - --- 82.03 -- 7877 76 f so 79 f .� ... - , - - ._ ._---- - T ACT 'J' ----- -- _ - - `- - - - - - 93.21 .-�,_ - 92.45 91.60 � � - - - ` f f 75 \ \- - - - - -LA E/FENCE 90.75 89.77 I89.44 - -^ - 88.31 86.38 86.05 �►85,35 I � +- ---_-- I I - III - \ \\ AC FINISHED 0.37 FINISHED FINISHED FINISHED FINISHED- FINISHE 71 1 \ \ III III I I I I I rr I I I I I I I I I I FINISHED /` -----.FINISHED-___-_ � FINISHED FINISHED D FLOOR I � 70 69 \ \ FLOOR I FLOOR ( I ( FLOOR I ( I FLOOR I ( ( FLOOR I ( I FLOOR I I FLOOR (. I - FLOOR I I "FLOOR I I � 93.94 i _ 9328 -I- - 9333 - - i_ 9348 I 90350 I 90.117 _ 89.04 87.11 86J8 // �i �� INISHEDAC f/ \ s4.2s - 39 FLOOR f I 38 1 0.19 AC / 86 31 f f F C \\ 93.27 i I 0.14 AC } 0.14 AC C i f 0.14 AC I i 0.14 AC I i I 0.14 AC I I 0.14 AC I I 0.14 AC I 1_0.14 AC I 79.31 DRY PONE CONSTRUCTION NOTE: ` I CLAYEY FINE SAND LAYERS TO BE OVER -EXCAVATED r f T- - _ ~� / {� \BY ABOUT 6 FEET BELOW POND BOTTOM AND r _. FINISHEDA, \\ I i 92.40 ��._..,I i I I I I i I I i I I�_ I I i I I i I I I �� 82.41 �� REPLACED WITH CLEAN FINE SAND. ANY IMPORTED F { � � � / FILL SHOULD CONSIST OF CLEAN FINE SAND WITH A \ FLOOR -- -- -- _ -\ (- - - - I - - ( - - - - ( i i I i I i I i MINIMUM SATURATED VERTICAL PERMEABILITY OF 25 oe 94.30 \ 91.65 91.50 89.95 88.97 �= - 88.64 - - 88.21 - - 85.58 - 85.25 f / f � f f / \ ~`y _ _ _ _ _ _ _ _ r' 84.45 f f ` FEET PER DAY. THE ENCOUNTERED ONSITE STRATA 1 29 \ `� \ i '' _ - - - - - - - - - - - - - - - -f` r f f /AND 2 SOILS ARE SUITABLE FOR BACKFILL IN THE 0.33 AC /� ` PROPOSED POND AREA. SEE GEOTECHNICAL REPORT f .,I � \ 92.48 92.20 ° 91.37 90.52 89.75 88.66 87.64 86.40 85.38 ° 84.25 . � ` ` � t�r ` f � NISHED I f FOR SUITABLE LOCATIONS OF ONSITE FILL. r 92.28 �f 83.48 f FLOOR _ - - - - - - TREET B - ff 83.821 / 82.90 f` 94.51 93.42 f ,` // 0.24 AC 92.94 f FINISHED- 92.07 92.00 91.40 90.46FLOOR r 94.28 ( 91.45 - - - ��---- ----- - - - - - -- - --- ----- T--` ( ` 28 `� I ( ---- --� 90.66 r r 79/.750.16 AC / f f TRACT 'D' I I I c I I I I l i f r 83.28 � FLOOR r � f �f ,F ( t t t ! � UP AND CONSERVATION/PASSIVE RECR FINISHED FINISHED FINISHED, - FINISHED I FINISHED I FINISHED - -FINISHED I FINISHED f / 1.75 AC - - FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR - ` _ I FLOOR I FLOOR r , I 42 f / 92.50 I.H - - 90.70 I f _ � 92.34 �2.35 91.41E " 90.48 89.32 v I r I 53 I 52 I 51 I 50 I 49 48 I 47 I '� r ` I ` I FLOOR / 1 1 I 1 11 I 11 1 11 f 46 r I F` k 181.42 ff ff 80.82 `` I r- ff ( fjf 93.23 / I I r 0.16 AC '" 0.16 AC 0.16 AC 0.16 AC g 0.16 AC 0.16 AC_---0.16 AC - 0.16 AC , r � I 27 0.14 AC ` ,.rFNLrOsaOR 0 r0 r8231 88� 0 ` r / / 5).4 AC _FTff 9103 8985 �._._.._ U 1I - FLOOR - T.O.W.=89.07 T.O.W.=88.17 T.O.W.=85.03 / 92.03 g ffff I ' rf - r /f •8718i,7.13.r87fI 81 FLOOR 02.00r 4, 8�0 I .4f8 r -1 6N-ISHEfD f O O0.14AC B.O.W.=87B.O.W.=84.92 -81.04 FLOOR O 83.13-`B.O.W. o4 81.4192.98 89.10 80.03 -- 85.46 81.49 44 FINIS NISHESHED '89.90 TSF�0 FINISHED FINISHED FINISHED (SHED FINISHED- ISHED"- Nl~_O.14 AC FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR jFLOOR 86J2 86.21 85.52 83.88 82.24 80.78 81.2690.56 if S i 55 I 56 57 58 - 59 _- _ 60 - i` 61 r 79.55 C 25 54 78.55 ` I f ~ l" I I I I I I F"f 79.35 NIS -- 76.55 / `0.14 AC . ( 0.16 AC 0.16 AC I 0.16 AC 1' 0.16 AC � _ _. - 0.16 AC 1 I 0.16 AC 1- {0.16 AC a, -'" f 0.16 f FLOOR 86.47 I I r I 1 r. f c 1 1 �rf f 87.27 NISHE _-_- 85.30 - i r I i 'r r'r .'r I `) f 0.14 AC I ------ _ r I , r - -- ' - FLOOR � "r 1 � f � C_ ( 84.66 83.97 -'" �- 82.33`� - - 80.69 '- - 79.23 r- -� 78.53 ,�y 79.24 f F' 88.00 84.23 ,- -- TRACT 'K' --� ' 7 78.88 76.89 �0.14 AC "I IIIIIIIIII�� - _ - - - - - - - - - - - - - // _r - - - - - - � - -r�- RETENTION/OPEN SPACE r 1 I 83.19 . 83.68 82.97 - 81.33 A L _ fP_( _ -- LI S ' TION 3.51 AC 9.69 . y .78.23 77.53 ` 77.64 78.01 90.59 7. rr - " q f , 86.621H1'1 83.82 ST ETC r r r r f I FLOOR r 87.69 f� c . _.,. ._ .,.. l7682 2 --0.14 AC 6.59 .79.16 77.I - -- f 7 8 3( 41 -= -__ I8I2.64 -=' I 8-�1-.00 77.928553 8 FIN-SI -i FOOR i " II7` 7.43 � 77.09FIFINIS FINISHED - FINISHED INISHED FINISHED' 1 I I FINISHED FINISH�QED FINISH86.26_ R FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR G AREAFLOH 0.14 AC 84.14 84.15 81.81 80.12 78.02 78.12 f� f ff rf f , / f 69- I 68 I I 67 r 66 I 65 64 -r -- 63 f I l W 1 ^ ^ I f c� Asa - 0.16 AC ---I "I 0.16 AC 01 I 0.16 AC 0 16 AC'! I r 0.16 ACI 0.16 AC I t 62 1 77.47 \ 77.00 i `� f f _ % =--_ 'r r 7 r- - 82.07 I -_ r'' rr r �0.18 AC _ _� _ � . � � � �` ,, '' r --FlNISHEDI- �- _ _ ..- -I.' ( r -`' r c 1"-��- ,r`�r rf r -` A_ ` FLOOR 77.06 it r r FLOOR - f a- ` l -' r 77.86 \ \ t 77.26� 100 .69 r 21 6.60 0.11 AC r0.14 AG'7�- - r 76.70 �- - - / ti �,� Y f . .3 7 ` 777665..5568P05 \ �7r r081.37 807640 76.40 77.24 7.�24\ �8 -�FINISHE--YY 77.51 ( FLOOR 77.301 \ FI7N/X I1�S .17H4- - -FINISHED OR 82.10 ® \ 3 AC ./ 2 84.53 0 00.14 iFINISHE6 FLOOR NISHED 0.14AC FLOOR 8. 6 77.586.25 82.76.4/ 77.64 a .27\.6\4 80.72 78.02 102 \"0. f-- NISHEDFLOOR FI ILOO 81.45 f /I 1 71 f TRACT l' 78.53 / � f /f{ f 19 f' I I,, :" W I r�r 0.14 AC rIr r \ j 0.1�18AC / (', 7 v A vv �/ � FLOOR \ LANDSCAPE/FENCE/SIDEWALk 0.14 AC f ~ 81 / r r \ 79.22 0.42 AC f f fr �) I 79.88 I 79.28 �r " -- 76.66 / / �� V A t 78.49 103 v 76.50 0.15 A / / , FINISH�Di \ C 77.43 77.17~%/ / 82.48 f - - 80.08 - NISHED r ��, �- v 76.40 \ i FLOOR 78.06 i NISHE = - �' Irr FLOOR - � \ % 97 79.00 y 78.26 FLOOR f I $0 81 �- 011 All � \ 10 7 50 GRAPHIC 5 SCALE 50 ,00 ( IN FEET ) 1 inch = 50 ft. STORM MANHOLE '�---- --► FLOW ARROW P-INLET 5 x44.80 PROPOSED GRADES P-INLET 6 -43 {' - - EXISTING CONTOURS ® C INLET 129.00 FINISHED FLOOR ® D INLET PROPOSED LIGHTING 2] MITER END SECTION SOIL BORINGS L_Ui viUUuIy iXVc r� Drainage Directed Toward Front of Building wi vI vUn Iy I xv. u Drainage Directed Toward Front and Rear of Building L-UL VIUUniy iwNc �_ Drainage Directed Toward Rear of Building ` 83.21 �' '� f .° �, `I I r- 72 .��' -- � � \ \ \ 76.95 � ! � ! \\ \ \ 78.46ti � �.� \ f r f f � NOTE: - r 18 r "' I -" a / ,' 0.14 AC 'r f - ' -'" 76.70 iE i FINISHED \ 78.86 " it r' rf f l 1. FINISHED FLOOR TO BE SET F ABOVE THE ELEVATION OF 100 YEAR f v� - r ` 0.14 AC, I - fi - -., __ \i\ 76.60 \ i / FLOOR 1 FINISHED 78.45 ' I ' r ` 79.FLOOD FOR THOSE SITES LOCATED IN SPECIAL FLOOD HAZARD 24 f 78.64 r ' N. i,f 83.15 r r 81.01 - �.� 0. AC 9 ION OF ! � 79 49 0 78.73 \ 104 FLOOR � � �` �' f � r r ° ; - �j 1 v 96 78.62 13 78.3 78.40 AREA AND / OR 1' ABOVE THE DESIGN HIGH WATER ELEVATION r --= A r 78.35 r` 79.44 TS r - - 76.40 f v vvv 0.11 A 78.75 78.56 r _ - ADJACENT STORMWATER RETENTION / DETENTION PONDS 79.41 _ _FINISHED (. � `� ' FLOOR � -' �' o- ,, " r r n 78.64 FLOOR r' (�` 80.17 r f J %. / v r / i Ll - f �= "� / f ! 2. ALL GRADED LOTS SHALL PROVIDE A MINIMUM OF 2.0% SLOPE r I _ r F 82.48 I r �� I 73 77.00 79.31 ` 17 I I 0.14 AC r I �'v tit 77.17 r 79.08 79.12 AWAY FROM THE HOUSE FOR A MINIMUM OF 5 FEET ON ALL SIDES h' I I f I r / co co r 77.41 77.85 / 1 �: / 0.14 AC I I r 105 LE ') 1� ° r FINISHED � t ,' f f 82.06 fF -r 79.75 r - r 77.49 \ � � t 0.13 AC '� / l � � I r- - - - - ` -� I I I / FLOOR f �, f 80.55 78.75 { -FINISHED_r� 77.37 - 0 i _FINISHED_ - , . , r I FLOOR � a i � t � 1 > � � \ \ o = - -{-- --_ / I v v� 79.34 / C� 1 FLOOR r` � I ' � of I 79.53 F F'I � � rn TRACT 'C' v = 78.96 vv / i 79.13 _ - _ i- f l � �-� 1 r r ° ( 77.26 t f 81.28 r I I F` 74 f , r` r n RETENTION/OPEN SPACE / v� _ i v/ a- - f _ f �r � / I. 16 r f 0.14 AC f r °� 3.94 AC 77.20 FINISHED f f / l ( r f f ti 78.67 t / �t ! f f f � / r f ` r rj FLOOR o f f / f0.14 ACC , f f r F 77.10 / � v� v ( FINISHED f r ` f IBI Property 30 79.53 78.79 / , ` - - -rf - rr n `95 �v AC FLOOR r l 77.96 f 77.36 0 `� 0.11 AC (0.13 106 $1,33 i r r - - - _T_ r 78.16 - 76.40 _ �� / ¢ 79.89 FINISF�ED_ - 78.06 a - - -FI LIOOR r` r __ -- - -- 76.97 /FIN SHED' I FLOOR 78.88 f F f I r 76.75 % ` , 80.62 75 ff I ` ` } ,,.� / FLOOR v r ✓ / i v i / /� I � 79.78 i 15 I F ` I I f 0.14 AC f 76.65 \ 79.05 94 78.36 i / ( I r fir_ / 0.11 AC I 78.11 78.57 107 fF fFr 0.15 AC f I i' ff f f 76.73 / i 0.11 AC ff FINISHED f - ( ( i f/ ff �// �f- - f`76.60 f r/ � F ' FLOOR � 80.04 - f 78.46 - f - i / FINIHE� �� v� vv v / i ( / l 1 $1.10 F rf - , - - - 77.52 - f - 76.50 v �` I -/ NISHED_ F - n - / ` FLOOR �� / / i / , t I I -'FINISH D- - - ( ( I f / FLOOR 76.40 tf 77.88 \ ✓ / 1 T �� / 79.67 r% f FLOOR r 'rl i 78.27 f` f . .. 93 �v 77.82 78.10 / t 108 i ( �ff 79.68 I ( 0.156AC� i� �0.11 AC / vv /v v 77.62 / i U. AC D�I f�` ` MATCH LINE A A -- - - 76.84i /v 79.71 NISHE ` f OT�AC� I fff � L _. �FLOOR ■/ f ;vim 76.91 \ 76.60 76.50 • / FINISHED \ f f f T 81.47 56 r f r f 4 I I I 78.08 - - / / - �._ r FLOOR r �� \ / 80.60 f �' G -4- - ✓ i / / r - I � - - _�Fl- - - 78.41 92 NISHE 77.58 ,% ! 77.75 109 78.88 - - 7 .08 0.11 AC 79.30 0.11 AC f/FINISH D �. -- _._.... --FINISHED- f � � � � FLOOR 76.42 � � � \ ( r 77.38 FLOOR f f , f � � � ti � 78.08 79.63 f C 77 �: • •- t TOLL CALL or :00 IE STATE ONE CENTER • H Q O Z _ H W (,z)Q U 0 O QOON W m 0_ U Utizrn z U m `-' m m O j to 0 O o Q O O W > N O rT• m > w � Q a N co O I- Z U W.�QN I O 0 ry Of ZOQ Z w z W CL c� Z O z w cn o g MH N x -4 04 O z 1 V z A r� V A z V z A�A 1•� LJ c0 o V) 0_ � "5 Q Q N Q 0 LLI� p z J z= W= N o o Q (n W :t- F__ 0' W = Q O � w U (D i- cA -I w N w �I 0 O 0 U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 . TWI O N N (14 11-1 N 0 O 75 • H i Y O O / U) C O r C O U i W C O U O O U d7 LO / U) C O i d7 tC) / O N O O / USVO 0 a T m 0 N 11-1 N 11-1 -8 a� 0 O 75 0) 4- 0 n c c I Y 0 O c n C O 0 O U O 0 0 / 0) c 0 0 rn r 0 N O O -69 LF 30" RCI � � q a SMH-9 - - o0 LF 18" RCP ® 0.20% ,7_----- MA BY LN GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 14 PVI PVI LOW LOW O STA: 0+35.00 ELEV: 82.55 K: 13.29 PVC: 45.00 rPT. STA: 0+39.08 PT ELEV: 82.74 0o O Lr)00 , a 0 00 ul) o Co PVI STA: 1+04.98 o 0 PVI ELEV: 83.52 o 6i > m C) > W K: 11.79 o+ ; > LVC: 50.00Lu m II HIGH PT. STA: 0+96.32 g Q HIGH PT ELEV: 83.29 Cnn d- u7 ___. ___. rn�7 rn Y N W . � 00 I� N _ 04 00 N m m + O lij + uj ,. O W II oW �> N> 0uj --------- Q Um - - - + _I C� W m W N U > _ m --" '8Sq 8 - ---- -------------------------------------------------------------------------- SMH-13 ) ( SMH-14 48" MANHOLE 48" MANHOLE RIM = 83.22 RIM = 82.35 INV S= 71.11 INV W=70.55 INV E = 71.01 INV E = 70.45 INV N = 77.00 1 147 LF 8" P VC @ 0.31 % 7 6 -0+29D+00 1 +00 TYPE 5L INLET RIM = 79.00 INV W=69 INV E _ .68 INV N = 75.74 PVI STA: 3+48.91 PVI ELEV: 76.56 K: 40.97 LVC: 150.00 LOW PT. STA: 3+90.84 LOW PT ELEV: 77.03 618 TYPE 5 INLET - RIM = 79.00 INV S = 75.79 4 219 LF) 42" RCP @ 0.15% C CAD 0.317. 0 m 10 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. k I B1 s - ��) - 5 r TYPE INLET RIM = 77.29 47 LF 42" RCP ® 0.15% INV S= 73.71 B6 -TYPE_5L LET___ 0 -_RIM = 7.33 INV = 69.35 INV E = 69.35 SMH-15 INV N = 73.22 48" MAN H E' RIM = 77.94 INV W = 69.32 INV S=67.70 INV N=69.61 5 5+00 5+35 � Q o Z _ H W z cn m o o Q _ O o QOON w m a_U �� I A Q Zo zrn UtiN z m o ro O j � 02 o Q O � U 0 W > N N O m W L7 Q 2 H M O O Z U W.�QN � O 0 Q ZOQ V W z w z W o aj�` O Zc�a� J c� Z I- O z W cn p g ~ MH N ' 1�1 w �0 V) �1 � � w W � � � W O W w �O O �r O V � a cfl o V) 0� \ Q Q N Q 0 LJJ� p J \ z J z= W= N o o Q w � W' W _ Q O m O U 0 O � W U O t- -� W W ((n ' I r C/) ..d 3.4 s- GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 A." 0 a E m 12 0 C14 11-1 04 C14 11-1 04 0 0 75 0) 4- 0 L_ CL Y 0 0 C: 0 W C 0 0 0 >1 0 0 Cr) Lr) 0) 0 rn Lr) 0 (N C) C) I I III/ I :\�\ lolls] < (C ry 9 0--w C, m Lu in II fy LL 0 E: f-k_SMH-lj f 48" MANHOLE -RIM = 84.29- INV NE = 79.70 I I I : �,� 0 Z 7.14 4,% C3 - 60" DIA MANHOLE -RIM = 86.36 ............ INV NW = 75.58 .............. INV NE = 75.58 325 LF 8" pVC 257o 112 LF 18" RCP 9) 0.20% 240 LF 18" RCP 0 0.77,1.- C4 TYPE C INLET RIM = 83.85 INV SW = 75.35 -------- INV NE = 75.35 ---------- ------------ TYPE C INLET INV NW = 75.35 ---------------RIM = 86.38 INV SE = 74.58--- ............................................................. IW§jA ff , ff(j) I 1+'00 NNINIS 3+'00 �5� TYPE C INLET RIM = 80.40 INV SW = 73.50 INV NE = 73.50 INV NW = 73.50 HOL111 SMH-2 ) 48" MANHOLE RIM = 79.62 INV SW = 75.66 INV NE = 75.56 GRAPHIC SCALE 0 20 40 ( IN FEET ) 1 inch = 40 ft. PVI STA: 6+34.91 PVI ELEV: 77.00 K: 58.73 LVC: 150.00 OW PT. STA: 6+44.53 LOW PT ELEV: 77.47 n,- 01 0 '70 8 1 0 S1.111 Eli D2 X 0 D1 C14 NX 0 70 C15 -6 0 SMH lop 7 0 _00- 0 Q) 0 0 -7c) ly SMH-5 ff 0 /T _70 oy C �/) 0 15101" PVI STA: 8+55.00 PVI ELEV: 79.45 K: 67.10 LVC: 150.00 HIGH PT. STA: 8+54.69 HIGH PT ELEV: 79.03 - 00 - ro 0 0 N (D O_ 0 I-C! 0' 0 0' co C5 C6 6 co m6 LO C m 0 r,: 00 r- n r- u) + + + + 0) co r- r, Li U-i � Li + 0i 0 > m 0i 0 > uj > M > 0) LLi > m > w m Li V) U > M m C7 48" MH RIM = 78.90 C13 INV S = 70.74 INV N = 70.74 TYPE C INLET,---.. RIM = 77.18 INV SE = 73.74 I1.11 0�n �11 2 7. C8 SMH-4 72" DIA M OLE Z1 7 LF PVC 48" MANHOLE RIM -_ 78.68 0 2.00,, RIM = 76.95 . .. ............ INV S = 70.36 INV N = 70.52 INV NW = 73.06 273 LF 24" RCP (9 0.677. _777 INV SW 70.62 INV E = 70.36 - 190 LF 24" RCP 0 0 50% - 76 LF 24" RCP @ 0.56% C6 164 95 LF 8" PVG_00.31% TYPE C INLET RIM= 77.17 SMH-3 INV SW = 71.68 INV N = 71.68 8"'MANHOLE,--- I INV NW = 73.00 RIM = 77 53 INV SW = 71.22 INV NE = 71.12 5+ 00 6+ 1 00 7+00 8+ 00 9+ 00 N PVI STA: 10+70.95 PVI ELEV: 77.03 K: 88.25 LVC: 150.00 LOW PT. STA: 10+95.00 LOW PT ELEV: 77.31 183 LF 18" , RCP @ 0.25% 134 LF 8" PVC ,, 0.317- GE5 SMH-6 48" MANHOLE RIM = 77.36- INV SE = 69.71 INV N = 69.61 �C15 IZ TYPE C INLET RIM = 77.01 INV SE = 73.51 INV W = 73.51 30 LF 7 _PVC 0 31% 48" MANHOLE C14 SMH-7 --RIM = 78.60 TYPE C INLET 48" MAN IF INV S = 70.23 -- - ----------- RIM = 77.01 RIM = 77.74 INV NW = 70.12 - - --- INV E 73.56 INV S = 69.21 - --- INV E = 67.49 INVN=67.59 I 10+00 11+00 SMH-15 48" MANHO, RIM = 77.94 INV W = 69. - . 0 0.58I -'-' • ry Ld C. z :S (z) Q1, QOON LLJ m a_ 0 A_j < Q)0 CL :m z 0 Q) Q 0 CL Q) > ry LJ U) N 0 U) rY Of < Qj k 6 (� Z z w z Wbi CL Q o Z w r) MH • < C) W > rn + wW (44 V) wo • LAJ 04 LLJ 0 LAJ V) :R u L1.4 I 0 0 C) 0 + LLW 0 0 < 0 5 z C14 V) � C14 + 7; . . < < N < r) r:� L_ W Lu C14 Z Z II � 0 0U 0 < Cj) < < m V) 0 0 y 0 < o6 0 LJ r, mIt Ld I LLJ LLJ Ld < LLJ in > C) 0-) 0 < Lj V) ry 0 U) of _j n (D Li _-75 GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RIIHIRD C. WOHLFARTH P.E. 12�00 12� 4 P.E. NO. 20044 2/22/16 U U_ N E T m 0 (14 N N 11-1 -6 a� 0 75 0) 0 C ch C U W I 0 O C 0 C 0 U C o U 0 0 'v rn m 0) C 0 0 rn 0 N 0 0 r F F � r F ` r !P \ \ t ( Q \ p F CX� \ 00 \ \\ C! \ \ \ ovv 'j \ \ r r l t l I I I 1\ \c Lo_ �� I I I -\ �offN\ \ \ \N o L O O\oO 0 O O I r \ \ r Ur r \ \ \ \ \\ \\ \\ \ r\ r' r'\ \ - ~" "( I I t - I I I I I ti`\ I I, \ I B2 \ I \r \ r \ I - = - - - - J - - -I". - - - - J - - - J - - J - - L F \ r U r/ fr O f \ \ rf I i _ - - - - I I - -� - - I - - I \ -\- - ` _J I t - -\ - - B3 f r r err rf r �, n _n \ \ n 0-) � i\ i �,� � v ; � , - '�+000 �� Pa+oo0 �s+oo`� c� \ v 1 0 �- 1 1 0 t� 10+00 11+00 +oo B12 6+0- .- �v �� vvv \\ v �� sF `ci ET B rr ££ B15 t � / r � t MAL SMH-11 \ \ \ \ \ l SMH-12 O \-----------------� r j ...- t r Jv � B13SMH-10 -y��F- -- F I I 1c cQ�t ) l I 1 � as � B 1 I .. , I U s a \ \ 0 L t \ -\ J � r I I I �� • U 1 1 UA I I \U I A ,, l I (\l , \ \ I \ \ Q �Qf Q vv I vQ Q v v Q I Qv �v _ - _v _ - k �� I Ind �� \ �dg V Cq �'}t `\ I \V� ra I �d�t -\7 I � \ \ 1 t Q I C'I. l O I � O \ II O ~ `\ o V I tIA \a u > s1 I \I t o\ I \ A V CC I , \ I \ Q O I I I Ll D !� vI, v A V A k oD (\ \ \ \ \ \\ \ Q \\ \ \ O \ i i rr I I I I I, h \ \ \ 1\\ \ WE 00 to \ ' F r f I I 1 T ` \ I �. ° J I I\` \\\ \� I \\ u" ' t } a t 1 \ I_ A, l[ _I� J ra f o O l SMH-9 v v 00 to \ v V A \ 4 - v '7 \ i - ��\� ��• \ v 1 V / VCD at T� o I- �v\CD v �,^ \ \ { W N \ \ t V Q v \ v 00 d v \ \ �nl C vv vv vv \� \v v O \ C rJ V VA\ SMH-8 �. \ v v v �� v C3 v v v `v SMH-1 I- ti Vc�� 100 0 0 6 0 + CY) 0 00 II + 00 Q 0 o6 (n II ++ ------------- Q o--------------------- ~ 11 w U) m II Q(j (nN w w 00 0> mQ00 co �w w II �� o> m a 11 g \3 0_ W o O w Q > 06 w W 7 SMH-8 48" MANHOLE RIM = 90.54 INV NW = 86.54 O O II Q Cf) r_1 d- Y Q� wCo - ry m w II t0 > Q W �0 W 0 60" DIA MANHOL RIM = 86.36 INV NW = 75.58 INV NE = 75.58 PVI STA: 2+18.93 PVI ELEV: 81.22 K: 13.11 If) M 0)00 +� U m > m �l o 86 LF 18" RCP ® 0.2=, C1 TYPE 5 INLET RIM = 82.11 INV NE = 75.80 r- r- N O --q-00 + N W U (n > U W > W �1 TYPE 5L INLET RIM = 82.11 INV SW = 75.75 INV SE = 75.75 co Ln d' + ro W " 0 Q L� i6 LF 8" PVC ® 0.637. SMH-9 48" MANHOLE RIM = 80.80 INV N = 76.00 INV SE = 76.10'`_ 810 72" DIA MANHOLE RIM = 79.43 INV SW = 71.27 INV N=71.27 ,may. 69 LF 30" RCP ® 0.157. 611 TYPE 5 INLET RIM = 78.67 INV W=72.13 INV S = 71.17 INV N = 71.17 123 LF 36" RCP ® 0.15% B15 TYPE 5 INLET RIM = 78.60 INV E=72.40 Ln N 0 r- + O Li U N > U m > SMH-10 48' MANHOLE RIM = 78.16 INV N = 74.28 INV S = 74.38 PVI STA: 6+77.50 PVI ELEV: 76.50 K: 6 6.6 3 LVC: 150.00 LOW PT. STA: 6+71.00 LOW PT ELEV: 76.92 177 LF 8" PVC ®0.787. 115 LF 36" RCP ® 0. B12 B13 60" DIA MANHOLE TYPE, 6 INLET RIM = 77.44 ---RIM = 76.69- INV N = 70.98 INV W = 70.81 INV S = 70.98 INV N = 70.81 INV S=70.81 o .14- 0 r- + Li U > U W > W B16 TYPE 6 INLET RIM = 76.71 INV E = 70.86 SMH-11 - 48" MANHOLE RIM = 76.94 INV S = 72.90 INV N = 72.80 I 26 LF 15" RCP ® 0.20% 269 B14 TYPE 5 INLET RIM = 79.63 "-INV W = 75.55 - INVS= 70.41 INV N = 70.41 399 LF 8" PVC ® 0.31 % CAD 0.15% r� 48" MANHOLE RIM = 81.55 INV N=71.47 INV S=71.57 r✓ GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. PVI STA: 12+08.f PVI ELEV: 83.00 K: 46.11 LVC: 100.00 rn rn 00n 00 - ± lil - --------------------- C) C) m > m r� ---------------------- 18 LF 18 RCP ®2.08% r� rf,f 48" DIA MANHOLE RIM = 82.87 INV E = 78.84 INV N = 78.84 84 84" DIA MANHOLE RIM = 82.76 INV E = 70.04 INV W = 78.28 INV S = 70.04 _ I 117 LF 8" PVC @ 0.31 Cn ry Q Z W z (n m p O U Q _ O O w m d U v;Zrn z U m 0 O j cn 0 O O Q O w > N O m � w rL U) Q a Ld ° MO O Z U W.�QN I O 0 cr- Q ZOQ V W Z w Z W CL ZtoaQ < O Z w U) o g MH N H wj [[-0) vog 1 • _ 1 Lir 00 1� 0 a Od z a W N^> 14 AO Oj V / W1 LAJ � W � W 0 �V 0 W �0 0 c0 O n W' \ ( 7; Q Q N Q 0 � Q J Z J LLJZ= W= N -- O O Q w Iw- Q:� W = Q O w U O i- M -I W W LLJ (v r O U ° U E T R Ir GROUP 11, FLORIDA ENGINEERING BUSINESS NO. 2966 4 R 11, Ir Ir 1 +'00 2+00 99 5+00 an e! 9+00 10+00 11 +00 I RICHARD C. WOHLFARTH P.E. 12 + 0 0 P.E. NO. 20044 2/22/16 a E T m O N N N N -6 a� 0 O 75 0) 3 4- O 0 C C 0 I O C n C O 0 C O U 0 0 0 rn m C 0 0 rn r O N O O PVI STA: 12+08.89 PVI ELEV: 83.00 K: 46.11 00 r-r) 00 N Lnod + ------------- w ---------------- U U m > m rr 18 LF 18 RCP ® 2.08% B3 48" DIA MANHOLE RIM = 82.87 INV E = 78.84 INV N = 78.84 B4 -84" DIA MANHOLE RIM = 82.76 INV E = 70.04 _INV W = 78.28 INV S = 70.04 LF 8" PVC ® 0.31 % 12-+00 O O 00 4 0 00 + ------ N � ---- ------------------ > V) W U W r44 LF 18' RCP @ 3.00% B2 TYPE 5L INLET --- RIM = 63.13 INV S = 79.20 INV NE = 79.20 SMH-13 48" MANHOLE RIM = 83.22 INV S = 71.11 INV E = 71.01 INV N = 77.00 61 TYPE 6 INLET -~ RIM =84.13,____ INV SW = 80.50LF SMH-22 48" MANHOLE RIM = 84.06 INV N=80.31 INV S=78.05 �J 133' of 8" PVC ® 3.28% 13-+00 \ \ 30 \ 0.27 AC !9 i AC N5k�( P �4 a 1. 3 28 v 0.16 AC dl f I 27 0.14 AC df d I ! d d ! 26/ 0.14/AC 1 d - - - -/-< 0.14 AC I --- _- _r 0.14 AC I 23 -0.14 AC PVI STA: 14+92.28 PVI ELEV: 92.61 K: 19.95 LVC: 100.00 HIGH PT. STA: 15+09.95 HIGH PT ELEV: 92.06 00 N 00 O N O N 00 O O - t Llj L W `- LOm -- - '- cnw > > m w I ------------ ~~ SMH-17 48" MANHOLE RIM = 91.98 INV E = 87.98 C�? 1 •g8% SMH-16 48" MANHOLE RIM = 91.06 INV S=84.42 14-+00 •• 217 LF LC® 16-+00 SMH-18 48" MANHOLE RIM = 88.99 INV W = 84.99 INV E = 84.89 17-+00 mr-A TYPE 5 INLET RIM = 87.33 INV E = 82.09 INV SW = 82.09 24_7 1, d d ! / d 41ld 0.24/ AC ! d � d r r ! r r ! f r i , t d I 42r r0.14tAC r � r / f ! 0.1 4 AC f l / 1 � ! t d L-- ----- ( r �. If 44 0.14 AC L t --- r / I/ /45 QA 4 AC ' ( r /I ! J f r u N O 00� + ------------ ~-' --------ti ----------------------- Q Cf) 00 Y � Q N W 00 _2 5, m ---------------42 LF 8" PVC 0 2.08%----------- o II ------------------------------ ------------------------------- ¢UJ > 0w PAC ®2.119, 194 LP 18 RCP SMH-19 48" MANHOLE RIM = 83.69 INV W = 79.70-___________ -------------- INV SE = 79.60 A3 TYPE 5 INLET RIM = 83.24 INV W = 77.40 INV SE = 75.87 INV SW = 76.90 34 LF 24" RCP @ 1.00% 19+00 20+00 SMH-20 48" MANHOLE ___ RIM = 82.75 "`___ INV NW = 78.75`' INV S = 78.65 A4 60" DIA MANHOLE RIM = 82.72 INV NW = 75.53- INV NE = 75.53 ------- `--------------------------------------- ------------------------ -1. ;78q 28 LF 18" RCP @ 0.73% 820 TYPE 6 INLET RIM = 78.42 F INV SE = 74.25 ,TYPE 6 INLET RIM = 78.20 INV NW = 74. ___INV S = 74.11 21 +00 W E GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. w M> Q W 0' _l c.� w 5 5 l�J - - - �0 SMH-21 SMH-15 48" MANHOLE 48" MANH E ' RIM = 78.48 RIM = 77.94 INV N = 70.54 INV W = 69.32 INV S = 70.44 INV S = 67.70 27' of 8" PVC ® 3.12% INV N = 69.61 5 22+00 23+00 Q Z _ H W z cn m o o 0 Q _ U o QOON w m d U I A 4i �0 (3 z U :�i j m - CL O j W 0 p O O Q O CL Q) O O w > N N O m ry W w U) Q a N Oz I Z w Z W C- aj�0 J c� Z O Z w cn p g ~ MH N LA cD O (n 0_ N "5 Q Q N Q 0 p Z I LJJ Z= W= N O O Q cl) 3�: w Iw- �' W = Q O m O 0_ Ua� 0 O W U O I- M -I W N W LLJ �� O U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 1- a a� T m cp 0 N N N 0 75 0) .6 0 U 0 O c 0 U C O U c 0 0 r 0 N 0 0 Cage ur ravr PLAN 3' 5.5' Trans. Top Of Curb 101. Gutter PROFILE FLARED END d Of Curb 21± Edge Of Pavt° PLAN 3' Trans. Top Of Curb Gutter PROFILE ~6" I� °i 5" Max ° -IC\I 0" Min. 32 Max. 8" 0" Min. Varies Note: See genera/ note No. l CONTRACTION JOINT IN CURB OR CURB AND GUTTER Joint Seal ❑ °L Concrete Concrete Gutter \ Pavement STRAIGHT END Edge 0 , U V , 6' PLAN Edge Of Povt° PLAN 3' 3' Trans. Trans. Top Of Curb Top Of Curb Gutter Gutter PROFILE PROFILE FLARED END S TRAIGH T END CURB AND GUTTER TYPES E & F CURB AND GUTTER ENDINGS 2 Exp. Joint And Preformed Joint Filler❑ ❑ Applies to both high and low sides of pavement, low side shown. EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PA VEMEN T 2„ 1 5 1 2,� IO Surface On Low Side Of Pavement / // To Be 4 Above Lip Of Gutter Except 511 FC-2 To Be 8 Above Lip. Surface On High Side To Be Flush With Gutter. Slope Varies Flexible Povt° Surface On Low Side Of Pavement / // To Be 4 Above Lip Of Gutter Except 511 FC-2 To Be 8 Above Lip. Surface On High Side To Be Flush With Gutter. Slope Varies Flexible Povt° �:Z MENUMS /2 A Applies to both high and low sides of pavement, low side shown. CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT 16" Some Slope As 8/1- Adjacent Pavement 9 9„ 7„3„ - 6" 3" Joint 4 R Joint Seal 4 R T Seal N N 3„ Joint Seal i/ ` ___T 3 - N 3� 4 R 4 R o `L 3 "R Conc. Pov't° 311 Conc. Pov't° 4 R Conc. Pav t° I" 2 Exp. Joint And 2 Exp. Joint And Preformed Joint Filler l» Preformed Joint Filler 2 Exp. Joint And For details depicting usage adjacent Preformed Joint Filler to flexible pavement, see diagram right. TYPE B TYPE D TYPE A Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint sea/ are required on concrete pavement only, see diagram right. CONCRETE CURB 4" Min. 5" Max. 8" M in o , 9" Max. GENERAL NOTES l° For curb, gutter, curb and gutter and traffic separators provide a "- 4 "contraction Joints at l0' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed l0' centers. 2° Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. 24" 12" I 12" PAVEMENT N ° a ° ° ` ° BASE g a� \\�\\\\\\\\ 12T,wT,yT°wT \ y \ V\T 12" \; T \ T COMPACTED SUBBASE\\\\\\\\\\ TT \\, TT MIAMI CURB DETAIL 5' CONC. SIDEWALK 2% OTHICKENED EDGE SIDEWALK DETAIL NEW 5" CONC. WALK W/ 6X6 W1.4XW1.4 WWF TOOLED EDGEST 00 ° R = 2 6I.O/ Cast Or Rubbed 2" Min. III III —III III1 I I1 I1 I1 /2"(±) 3"Maio NOTE: EXPA„ WALKN INTERSECTIONINTS S,ALL BE LOCATED AT ALL AT ALL DOOR OPENINGS AND CAT TE Pitch Optional 20' O.C. MAXIMUM. EXPANSION JOINT (1 /4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1 /8" BELOW TOP OF WALK. SCORE MARK No. 4 Bars, 18" Long (1" DEPTH) SHALL BE 5' (MAX.) O.C. (Two Per Guard) SIDEWALKS SHALL BE 6" THICK AT ALL DRIVEWAY CROSSINGS AND 4" THICK IN ALL PEDESTRIAN AREAS ONLY. f<•: 6„ 1, - 6„ _I. 1 ' 7 �" Std° Zo °i 6" Min 8" 2-oil *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6", unless otherwise shown on plans. TYPE F Slope To Fit Driveway _ 72 Std° 2, - 0" r- *See Note Above. Note: To be paid for as parent curb. DROP CURB .3" 4 2' - 3" `See Note Above. TYPE E �k / 1i 72 Std° 6" Min. Note: For use adjacent to concrete or flexible pavement, concrete shown. For details depicting usage adjacent to flexible pavement, see diagram right. Expansion joint, preformed joint filler and joint sea/ are required on concrete pavement only, see diagram right. CONCRETE CURB AND GUTTER 2 CONCRETE WALK N.T.S. SAWCUT 2'-0" REMOVE AND REPLACE EXISTING ASPHALT ►-1'-0" REMOVE AND REPLACE EXIST. Z— EXISTING ASPHALT T ASPHALTIC CONCRETE EXISTING BASE BASE EXISTING SUBBASE SUBBASE 3 SAWCUT DETAIL N.T.S. 1 1/4" TYPE "S-I" AND -Y4" OF TYPE S-3 PER ENGINEERING / STANDARDS MANUAL 8" CRUSHED LIMEROCK BASE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557 AASHTO T-180), MAX. DENSITY. 12" THICK SUB -BASE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557 AASHTO T-180), MAX. DRY DENSITY. STABILIZE TOP 10" TO LBR 40 MIN. ,4 INTERIOR PAVEMENT STRUCTURE 0 N.T.S. 00 O o QOON w m d U �2G2 I A Q Z �0 Utizrn z UJ O j 02 O Q � O 0 w > N N O m�W w U, a t O Z W.�QN I O � cl�U Q ZOQ V W O � Z 04 w Z W o- ajj` O J c� 3 Z O Z W � p g ~ MH N 7, W Q a L04 O V) LEO W �--� 0 <V Ix 0 H w �0 0 o \ (n W' "5 Q Q N a o o W= N Z JUJ Z o= � o Qcow IW- 0_ W _ Q m C) 0� U it 0 �? W N W M O NLLJ Z n o U Bi GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 C. 10 0 a v1 a� � . T m cp 0 N N N O 75 v; 0 U I Y 0 0 / c c 0 O c O U Ol 0 rn L0 in 0) c 0 0 rn L0 r` 0 N 0 0 Public Sidewalk Curb Ramp 51gn No FTP-21-Off and FTP-22-06 Sidewalk L 22 22 J I_ 22' 22J 6" White' 3 b Tv Sign No FTP-21-06 and FTP-22-06 BLU w w �7) b N' Public Sidewalk Curb Ramp 1 Sign No FTP-21-06 and FTP-22-06 ti�r�6 II6° Whiti (T5 & �& 3-6" White DiagonalW Equally Spaced Per Aisle. F 3 W LU Za Z' WHITE m, w w N ZV. rti ca b Sign No FTP-21-06 TYPICAL - and FTP-22-06' Public Sidewalk Curb Ramp Sidewalk 6" White (TYP) F. C", LB' FOR ACCESSIBLE MARKINGS - SEE ABOVE "DIMENSIONS" 8 ""B"" ""C", .17 'E' 45" E4 1."9'A,", -1" IZ-9" T-O" 27'-0" IT-O" 50. 20'-1"= I0'-5" 5-9 23-2" I3-70- NOTES: 1. Dimensions are to the centerline of markings. 2. An Access Aisle is required for each accessible space when angle parking is used. 3. Criteria forpavement markings only, not public sidewalk curb ramp locations. For locations f rt !n o a p refer e o plans. s. 4. Blue pavement markings shall be tinted to match shade 15180 of Federal Standards 595a_ 5. The FTP-22-06 panal shall be mounted below the FTP-21-06 sign. PAVEMENT MARKING FOR PUBLIC SIDEWALK CURB ;RAMPS IN REST AREAS z DESCRIPTION• Upstream A 9 I_ - E: 3 I DownStream Drivers Eye Location SPEED MPH UP STREAM (A), DOWN STREAM fB)' 2 LANE 1 4 LANE 0-30 as, 69 45' 35 100' 70' 50' NOTES 1. Distances measured, longitudinally along the street from driver location of entering vehicle to end of parking restriction. 2. Distances applicable to intersecting street, major driveways and other driveways to the extent practical. 3. For nonsignal zed intersections, the values above shall be compared with the values for signalized intersections and the maximum restrictions implemented. These restrictions apply to both accessible and nonaccessible parking. MINIMUM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS in 4° 4:53 s.f. 2.7 .s.f. Use of pavement symbol in accessible parking spaces is optional, when used the symbol be 3' or 5' high, and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY LAST 0 2016 REVISION ti 07101115 w DESIGN STANDARDS a GENERAL NOTES (Signalized & Nonsignalized) 1, For entrances to a one-way. street, the downstream restriction may be reduced to 20. 2 Parking shall not be allowed within 20' of a crosswalk. 3! A!! parking lane markings shalt be 6" white. 4 Parking lane lines shall be broken at driveways. 5. Refer to Chapter 316, :Fla. Statutes, for laws governing parking spaces. 6. Where curb and utter is used the gutter pan width may be included as part of the minimum width of parking lane, but desirably the lane width should be in addition to that of the gutter pan. TYPE I No Parking Zone - Yellow Curb (0ptional) 91 20' Min. TYPE II No Parking Zone- Yellow Curb (Optional) Y y 20 22'� ry20' 26 All Spaces 22 Min. Cv 26' Max. TYPE Ill No Parking Zone Yellow Curb (Optional) 1 Y 8' Min. Y SPEED LIMIT SIGNALIZED MPH INTERSECTIONS 0-30 30' 35 50''- PARKING RESTRICTION (FT.) FOR SIGNALIZED INTERSECTION DISTANCE FROM CURB -RADIUS (Y) NOTES: 1. Parkin restrictions measured from curb radius point. 9 2. Restrictions for accessible parking are the same as those applied to nonsignalized intersections. MINIMUM PARKING RESTRICTION FOR SIGNALIZED INTERSECTION SPECIAL MARKING AREAS INDEX SHEET NO. NO. 17346 12 of 14 12' White 24";White 4 Min` � f I 14' Min. GENERAL NOTES 1. For traffic and pedestrian signal installation, refer to, Index No. 17721 through 17890 2. For public sidewalk curb ramps, refer to 'Index No. 304. 3. For avement Markin and si n Installation refer to Indexes 11200 throw h 17356. P 9 9 9 4. Crosswalk minimum widths: Intersection Crosswalk 6'. Midblock Crosswalk 10'. 5. Ali crosswalk marking must be white. 6. Longitudinal markings in Special Emphasis Crosswalk must be 24"'wide and spaced to avoid the wheel path of vehicles (see detail). Center the 1 n itudin l markings at each lane line. Place additional longitudinal markings at the center of each lane (112W)., The maximum spacing allowed ;between longitudinalmarkingsis 60". When the Crosswalk is skewed to the lane lines, the longitudinal markings should be parallel to the lane lines. 24" Longitudinal Bars in Special Emphasis Crosswalk must be preformed thermoplastic. 12' Transverse lines in the Special Emphasis Crosswalk may be standard thermoplastic or preformed thermoplastic. 12", Zw Lane line Lane line -W Lz-w Lane line i- Lane line 24° White 4' Min.t Ell I LV2W 7- �p - Lane line SPECIAL EMPHASIS CROSSWALK MARKING DETAIL SPECIAL EMPHASIS; AND STANDARD CROSSWALKS SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION LAST Z DESCRIPTION: 20T 6 INDEX SHEET REVISION n FD NO. NO. 07�01✓1 DESIGN STANDARDS S1�ECI[A][. 1VIARlI�IiNG AREAS 17346 9 Of 14 NOTE 1: NOTE 2: REFERENCE FDOT INDEX 304, CONSTRUCT RAMP TO LEAST PAGE 1, GENERAL AND POSSIBLE SLOPE (MAX = 1:12). DESIGN NOTES FOR RAMPS CROSS SLOPE OF RAMP AND IN R.O.W. LANDING SHALL NOT EXCEED 1:50. 5' SEE PLANS 5' X 5' LEVEL DOME PATTERN SHALL BE IN -LINE LANDING AT TOP EDGE OF 2" 2.35" WITH DIRECTION OF TRAVEL OF RAMP DETECTABLE WARNING OMIT JOINTS ON RAMP AND CURB RAMPS SIDEWALK CURB SIDEWALK 0 TRUNCATED DOME N �I NOTE: RAMP CURB 2' DETECTABLE WARNING 4' MIN. O O O (SEE DETAIL) 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN (REFER TO DETAIL) 1: 12 MAX 1: 12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER. SLOPE Ln rFi LSQYJ fl`�, Op� `� O 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY Iwo :U 1'R paw «°0oaa° 2'R TEXTURING OR APPLYING A TRUNCATED DOME MATERIAL IN 2' ��aooQ0Q t,EJQa a EEaaa0 CONFORMANCE WITH THE U.S. DEPARTMENT OF JUSTICE A.D.A.3QEQ°s O O O O STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO PLAN VIEW HAVE DETECTABLE WARNINGS. PLAN VIEW PICTORIAL VIEW 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB 09" OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST 5' STANDARD -7 JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT OMIT JOINTS NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS (SEE PLANS) INTEGRAL DOME `D THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO ON CURB 1: 12 SLOPE MAX 0 0 THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK 0.02 MAX 5' � RAMPS50' ROW 5' AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF RAMP AND UTIL EASE UTIL EASE SIDEWALK IS LESS THAN 5'. DETECTABLE SIDEWALK CURB 5' 6' 28' 6' S' WARNING SIDE 2' 24' 2' SIDE (s WALK WALK 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE , TRUNCATED DOME CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS TURNOUT OR ape„° aga�eU��° 12 12 I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 SIDE STREET ry,ggQQ°6gEQ°°° TYPE "F" OR PGL OF THE SPECIFICATIONS, THE PLAN MUST PROVIDE FOR DETECTABLE TYPE "F" OR °�°<©°o 0 ° MIAMI CURB DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT WARNING SEE NOTE MIAMI CURB PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LINEAR BELOW SEE NOTE SIDEWALK RAMPS BELOW 5 DETECTABLE WARNING LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 2% SLOPE 2% SLOPE N.T.S. 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. ,/ \\VA \ �'' ��V� \ (ARMOR TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, // /�'' X, /�/ /��/ BUFFALO, NY 14202. PHONE: 800 682-2525 HANDICAP END RAMP \fir �/ �� /�� \/\/��///\//// \/�/�/ 3000 PSI (MIN.) CONCRETE N.T.S. �\ f�IN A V,RAI A/\A V\\A/A! \/ D POW/,i i%//\!�V��! A`/'%SAKI A�Y�i�l WATER SEWER . ,� C\�.�A,�� MAIN TELECOM ,7 TYPICAL 50' ROW SECTION RECLAIMED NTS WATER NOTE: MIAMI CURB TO BE CONSTRUCTED IN FRONT OF ALL LOTS, USE TYPE 'F' CURB AND GUTTER AT ALL OTHER AREAS. 30"-36" R1-1, 9GA SHEET METAL BOLTED TO POST - PAINT BACKGROUND RED, LETTERS AND BORDER WHITE. 0 i X o o `-� STEEL POST 0 00 0 FINISHED GRADE 11-111 WEE 11E 1=1T�, °w II°IiR, o a N ' 10 -III 1 /2" BIT. EXP. as A Ijl JOINT (TYP.) - -III 111=III=III=TIl��ill Cco ONCRETE BASE 8 STOP SIGN N.T.S. qbp R2-1 X - 0 M 4 - 2 RI 18 "x30 " 30 9 TYPICAL SIGNAGE N.T.S. • H Qry O Z _ z cn m o o Q _ 0 O QOON Lv m CL U A Z �� Utizrn z O j 0 O Q O O >- W N Q N O m ry Z rL Q 2 H M O O Z U W � C) � O 0 rY Of Q ZOQ k V W (� ko Z Ld Z CL D- ajt` Z to a J ci � Z O Z w Cn o Q g MH N I cfl o C/') 0� \ 7; Q Q (14Q o LJJ� o L \ Z J Z= W= N O 0 O Q U w � (L' W = Q m U 0 Ln w w O LLJ N Z n U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 ,2 .� m 0 CV 04 0 .6 0 i Y O U) c 0 U >u c 0 U 0 i / is c 0 0 rn L0 r O CV O O WATER MAIN TERM IWA�N[21 MAX. RECLAIMED WATER MAIN RECLAIMED WATER MAIN 1. LETTERING SHALL APPEAR ON 3 SIDES 3. LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PIPE (IT LENGTH OF THE PIPE. MAY NOT BE STENCILED TO THE PIPES SURFACE). 2. LETTERING SHALL BE A MIN. OF 14" IN HEIGHT AND APPEAR ONE OR MORE 4. LETTERING SHALL BE WHITE OR TIMES EVERY 21" ALONG THE LENGTH OTHER CONTRASTING COLOR. OF THE PIPE. RECLAIMED WATER MAIN NTS TYPICAL METAL PIPE 2.5" — 4" PIPE — 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. \ :�x•1I,11�1��L�l��:��I,11►1 6" — 16" PIPE — 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 1 NIVW 831VM 03NIMD38 NIVLN 831VM 03NM338 NIVW 831VM RECLAIMED WATER MAIN RECLAIMED WATER MAIN RECLAIMED WATER MAIN 20" AND LARGER PIPE — TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. i NIVW 831VM 03WIMD38 NIVW 831VM C13NMa321 NIVW 831VM o3WIMD3N , , , , , , , , , ' RECLAIMED WATER MAIN RECLAIMED WATER MAIN RECLAIMED WATER MAIN f RECLAIMED WATER MAIN RECLAIMED WATER MAIN IRECLAIMED WATER MAIN 12 --1 SPECIFIED ER MAIN MAX• RECLAIMED WATER MAIN 1 " RECLAIMED WATER M N PER PIPE DIAMETER PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. METAL RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE NTS SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE ADJUSTMENT RING RESILIENT SEAT M. J. GATE VALVE WATER MAIN CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT e ^moo a p e o o p a p, o a p e O .o°oeo°o. 0 0 0 O . p O . o F-.1. ap°p�- . o 'p . 0 p - op - o op v o o o•oaoeoaoeo°o op op op op o op op op opp e p e o e p a eeoso e0eon o opeoeo opop0 poopo oop0 po p 'o.o°p.o°o.Oo.o°o.o°o.o°o.00.o°p.o°o. i o o p^ o o p. o o p^ o a p. o o p^ o o p^ o o p^ o o p^ o o p. o 0 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. PROVIDE ONE CONTINUOUS LOOP OF TRACING WIRE WITH 24" OF EXCESS AND COIL EXCESS TRACING WIRE IN VALVE BOX. TRACING WIRE GENERAL NOTES: 1. ALL VC PIPE, PVC PIPE OR ANY OTHER APROVED 3. FORCE MAINS —TRACING WIRE SHALL EX — NONMETALLIC PIPE SHALL BE INSTALLED WITH TEND A MINIMUM OF 12" ABOVE GRADE #10 THHN SOLID COPPER TRACING WIRE. TRACING AT EACH INTERVAL AND SHALL BE COILED WIRE MUST BE INSTALLED DIRECTLY ABOVE THE AND PLACED IN A VALVE OR METER BOX PIPE IN A CONTINUOUS CIRCUT AND BROUGHT TO FOR EASY ACCESSIBILITY. THE SURFACE AT 500' INTERVALS AS FOLLOWS: 4. ON DEAD END MAINS THE TRACING WIRE POTABLE WATER AND RECLAIMED WATER SHALL BE PLACED IN A PROPERLY IDENT— SYSTEMS—TRACING WIRE SHALL ALLOW IFIED PVC VALVE BOX AT THE END OF TRACABILITY OF ALL PIPE BRANCHES THE RUN. 2. INCLUDING THOSE FOR HYDRANTS AND SERVICE CONNECTIONS. TRACING WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. FEMALE QUICK CONNECT AND CHAIN —LOCK CAP l ► pl !r l i � __ 6" THICK 2500 P.S.I. CONCRETE MIN. 1' i' 01 l� RECLAIMED WATER — MAIN 1 iX NOTES: 1. SADDLE OR DIP TEE MUST MATCH O.D. OF THE RECLAIMED MAIN. 2. ALL FITTINGS AND JOINTS ARE TO BE MECHANICALLY RESTRAINED. HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED * SANITARY SEWER UTILITY POTABLE WATER RECLAIMED WATER {GRAVITY 8c F.M.) STORM SEWER ACCEPTABLE VARIANCES HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. POTABLE — 3' 12" 10' 12" 3' 12" WATER SEE GENERAL RECLAIMED' 3 >, 12 — _ , 12 _ _ WATER 3' NOTES: NO.4 SRN ITARY 10' 12" 3' 0/0 12" — — — — SEWER GENERAL NOTES: 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS B. WHERE 12" MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION CODE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY SUPPORT MAY BE REQUIRED. LINES. 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN C. IF 36"MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. UNRESTICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL AP — ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCT— P LY. URE. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CITY OF OCOEE UTILITIES DEPARTMENT 4) ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT UTILITY PIPE MINIMUM SEPARATION LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN — REQUIREMENTS TABLE CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS RE— GAINED. THE WORD "MAY" AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ENGINEERS DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS. DATE, MAY 2009 DWG, UTILSEP FIB' 113 i 6" BEDDING ROCK 4" 90° BEND RESILIENT SEAT GATE, VALVE AND BOX (SEE DETAIL) CITY OF OCOEE UTILITIES DEPARTMENT 4" RECLAIMED FLUSH DATE: MAY 2009 "'1 RCMF FIG! 406 i • V � Q o Z _ H W z cn m o o Q _ O o Q Q, w m a_U �� I A Q Z � Utizrn 0 z m o Oj 10� o Q O �Q, � O W> N N o rT•mryW o U) Q a w U I O 0 Q ZOQ V W Z W z W CL ajL`'O Z to a R J w ZQ) O z Ld co p g ~ MH N V) wi W >a w0 V)w Lij 04 W �O �V 04p w �p O W U o � cn Q Q N Q 0 0 LLJ W= N Z J Z= O O Q 3�: LJ IW— �' W = Q m n U 0 3� GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 � m E .21 5:1 m m 04 :2 7 !2 41 � | r) � � >1 n m 04 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 MJ TAPPING SLEEVE AND GATE VALVE FIGURE A121-1 ASSEMBLY FOR WATER AND RECLAIMED WATER RESTRAINED MECHANICAL JOINT RESILIENT SEAT TAPPING GATE VALVE W/ VALVE BOX ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 RECLAIMED WATER MASTER METER ASSEMBLY 4" AND LARGER R/W F_ STANDARD CONCRETE COLLAR SPLIT GLAND TAPPING SLEEVE m �F-� �w _j �_j - mm 2 co Z � u- _ D ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX STANDARD DRAWINGS DATE: February 11.2O11 MJ TAPPING SLEEVE AND GATE VALVE WITH FIGURE A121-2 PLUG VALVE FOR WASTEWATER MJTAPP|NG SLEEVE RESILIENT SEAT EXISTING RESTRAINED TAPPING GATE VALVE PIPEMECHANICAL JOINT PLUG VALVE RESTRAINED MECHANICAL SPLIT GLAND TAPPING SLEEVE | RESTRAINED MECHANICAL JOINT PLUG VALVE SRIE EHNCL JIT RSLET SA APNAE VLE -NEW PIPE | SECTION A - A NOTES: 1. PLUG VALVES GREATER THAN 4^SHALL BEGEAR ACTUATED. 2. PLUG VALVE TJBEINSTALLED VERTICALLY, AND TAPPING GATE VALVE TJBE INSTALLED HORIZONTALLY AND ABANDONED |NTHE OPEN POSITION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX STANDARD DRAWINGS FIGURE A503 13 RECLAIMED WATER MAIN PLAN VIEW m METER WITH TRANSDUCER, SPOOL PIECE PER MANUFACTURER TRANSMITTER AND STRAINER THE PIPE DIAMETER) SPOOL PIECE PER MANUFACTURER (MIN 5 TIMES THE PIPE DIAMETER) TEE W/ BLIND FLANGE & TAPPED HOLE WITH PRESSURE TRANSDUCER WYE STRAINER (MANUAL FLUSH) PRESSURE REDUCING/ SUSTAINING VALVE CHAIN AND LOCK (TYP) TEE W/ BLIND FLANGE & TAPPED HOLE W/ PRESSURE TRANSDUCER GATE VALVE (TYP) 90' BEND SUPPLIED BY OCU SUPPLIED BY OCU STEEL PIPE RECOMMENDATIONS (MIN 2 TIMES ' -'_ 1 CONTRACTOR 3 GRADE 2X IA FINISHED (more1) GRADE 6" CONCRETE SLAB 7 DUCTILE OR FIBER MESH 3/8"NEOPRENE MAINTAINED IRON PIPE WRAP EXPANSION FLOW BY OTHERS 90' BEND JOINT (TYP) DUCTILE IRON PIPE LRESTRAINED RESTRAINED JOINTS (TYP) 90' BEND JOINTS (TYP) R/W RECLAIMED WATER MAIN PROFILE VIEW NOTES: 1. CONTRACTOR T0CONSTRUCT RISER AFTER ASSEMBLY |8RECEIVED FROM 0CU. 2� INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OFCHAPTER 02-610FAC. 3. PIPING AND APPURTENANCES SHALL BE PAINTED PANTONE PURPLE 522C. PVC PIPE SHALL BE COLORED FROM THE FACTORY WITH PANTONE PURPLE 522C USING LIGHT STABLE COLORANTS. PIPE SHALL 8EMARKED TOUTILITIES SPECIFICATIONS. 4. METER SHALL BE CAPABLE OF ACCURATELY MEASURING THE ENTIRE RANGE OF EXPECTED FLOWS AND THE TYPE AND MANUFACTURE SHALL BEAPPROVED BYUTILITIES. 5. SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION AT THE MAIN TO THE METER ASSEMBLY IF THE MAINS IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IF THE MAIN IS ON THE OPPOSITE SIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OF PIPE IMMEDIATELY UPSTREAM FROM THE METER ASSEMBLY SHALL BEDIP. INFORMATION TO BE SUBMITTED: 1. TOTAL AREA (sqft) 2. IRRIGATION AREA (sqft) 3. RECLAIMED DAILY DEMAND (gpd) 4. RECLAIMED PEAK DEMAND (gpm) DATE: February 11.2011 APPROX7.5'X3.5'K4|N--- 6"THICK CONCRETE SHEAR PAD WITH RBEFlME8H G0EVVA[K COMPACTED-/' BACKF|LL DUCTILE |F(C)N ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX STANDARD DRAWINGS FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN FIXED CONCRETE EDGES (TYP) CONCRETE VALVE BD OU XA CURB ROAD DI ANCHORING COUPLING O SIDEWALK FIRE HYDRANT '77 ASSEMBLY � 0O"BEND _ _ EDGE C)FPAVEMENT �- POTABLEVVATERMA|N STANDARD CONFIGURATION N `�--ANCHOR|NGTEE �--VALVE (REQUIRED A] ANCHORING TEE) FDOT#5ySTONE (G"MIN) SIDEWALK FIRE HYDRANT �--T37- ASSEMBLY EDGE (}FPAVEMENT �-POTABLE VVAJERK4A|N ALTERNATE CONFIGURATION 1. CENTER {}FTHE FLANGE CONNECTION SHALL QE 5" FROM THE TOP OFTHE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS -SILVER. 3. BONNET COLORS: T[>BEDETERMINED BYFLOW TEST. RANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11.2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS GETT3P{}FVALVEB{}X DRILL HOLE INBOX TO FINISHED GRADE 4 LOOP WIRE (SEE NOTE 4) VALVE BOX PAD FINISHED GRADE COMPACTED SELECT 4 (SEE FIGURE Al 12) COMMON FILL4 ADJUSTABLE SCREW 4 TYPE DUCTILE IRON VALVE BOX SEE NOTE 2 ALIGNMENT RING LOCATING WIRE RESILIENT SEAT M. J. GATE VALVE / / \ 0"FOOT#57 VALVE BOX SHALL REST ON | STONE BEDDINGBEDDINGROCK NOT ON VALVE | OR PIPE AND SHALL RE CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE ORDUCTILE IRON PIPE EXTENSIONS SHALL NOT BEUSED {}NVALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3'OF FINISHED GRADE. 3. PROVIDE APLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVE TOP OFCOLLAR. WIRE SHALL BECOLOR CODED T0MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BEADJUSTED DOMIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 0. REFER TOFIGURE A111FOR INSTALLATIONS AJADEPTH OF 6'{}RGREATER. | DATE: February 11, 2011 TYPICAL VALVE BOX COVER El El El El 1:1 El El El El El El El El El El 0000 El 00000000000000 El VE RECLAIMED WATER LOCK|NG BOLT NOTE: 1. LOCKING LIDS ARE REQUIRED ONALL VALVE BOXES. DATE: February 11, 2011 DOUBLE DETECTOR CHECK VALVE FIGURE A202 ASSEMBLY PLAN FIRELINE BACKIFLOW ASSEMBLY ()S&YVALVES (F[G) --� (2REQU|RED) BYPASS 5/8^X3/4^ --- DETECTOR METER, � MAINTAINED BYUTILITY 0^CONCRETE SLAB (250UPSI � CONCRETE) BYPAGSBACKFILOVV ASSEMBLY 9U°BEND FLANGED JOINT DI EXPANSION MATERIAL BE PLACED BETWEEN IP AND CONCRETE SLAB FROMM IN TO SERVICE BEND (MJ/MJ) NOTES: RESTRAINED JOINTS (TYP) 1 . REQUIRED FOR SITES WITH SEPARATE DOMESTIC AND FIRE SYSTEM SUPPLY PIPING. 2. BACKFILOW ASSEMBLY SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. UTILITIES SHALL OWN AND MAINTAIN THE METER. 3. UTILITY EASEMENT REQUIRED FOR BY-PASS METER READING. MINIMUM EASEMENT SIZE IS 10 FEET BY 15 FEET. 4. DETAIL NOT APPLICABLE WHEN AN RPZ IS REQUIRED IN ACCORDANCE WITH THE BACKFILOW PREVENTION MANUAL. 5. SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION AT THE MAIN TO THE METER ASSEMBLY IF THE MAIN IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IF THE MAIN IS ON THE OPPOSITE SIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OF PIPE IMMEDIATELY UPSTREAM FROM THE METER ASSEMBLY SHALL BE DIP. 6. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS OOOOO �x�UOOOOONE '<OOOOOOO OOOOOOOOOOOO OOOOOOOOOOOO OOO OOO OOO SEWER OOO OOO OOO OOOOOOOOOOOO WASTE WATER DATE: February 11, 2011 VALVE BOX PAD FIGURE Al 12 OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX-- WITH FINISHED GRADE 'ASPHALT VALVE BOX AND SURFACE LOCKING COVE '4 BASE VALVE BOX AND WATER 24" LOCATING FOR RECLAIMED 4 WIRE 4?1 if 6" THICK 2500 PSI (MIN) CONCRETE WITH (SEE NOTE 2) OR 4" THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT BASE 1 'all xj APPROX. 3" LETTERING TO BE MACHINE AFCC 6 MANUFACTURER AND SIZE ENGRAVED WITH "' T03,, WATER UTILITY L-20 DIRECTION AND NUMBER OF TURNS 2009 YEAR IDENTIFICATION DISC EXAMPLE MIN RWGV WATER �_THEFT PROOF ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED. w co ui oj Lo mi LLW ^/ � RC ARD C. WOHLFARTH P.E. 2/22/16 0 a m 0 N N 0 ai a 0 I Y 0 O / c 5 c 0 U c 0 U / O 0 i 0 rn / Cn c 0 0 rn O N O O ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE A TRENCH WIDTH COS 12" (TY / r INITIAL LU w SELECT COMMON BACKFILL �- 0 FILL f\ij f\\ HAUNCHING W co W BEDDING MATERIAL uj BEDDING W o (SEE NOTES 7 & 8) UNDISTURBED EARTH NOTES: 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A101 FINISHED GRADE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE B TRENCH WIDTH VARIES W/ SIZE OF PIPE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A102 -iff0ft \\ U f F \\� m z Z) E NOTE 4 z cn Q COMMON FILL ' �' ' v ,uJ � PIPE_0.D I \� CC W LL 12" (TYP j�! ' X/ :� X,\ INITIAL � BACKFILL O SELECT COMMON z FILL r r� W HAUNCHING cn UNDISTURBED EARTH (9-F (SEE NOTE 3) NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) PIPE SIZE TYPE PVC DIP 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 900 BEND 25 36 46 55 64 65 77 89 105 120 450 BEND 10 15 19 23 26 27 32 37 44 50 22-1/20 BEND 5 8 9 11 13 13 15 18 21 24 11-1/40 BEND 3 4 5 6 8 7 8 9 10 12 PLUG OR BRANCH 53 74 97 117 135 138 166 194 231 265 OF TEE VALVE 27 38 49 59 68 69 83 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC. FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. DATE: February 11, 2011 RESTRAINED PIPE TABLE WASTEWATER FORCE MAINS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 THRUST COLLAR (100 psi) FIGURE A105-2 WASTEWATER FORCE MAINS TRENCH LIMITS co z #4 BARS @O.0 ALL AROUND (MIN 2" CLEARANCE AROUND m PIPE) f ° ° 9" MIN (TYP) A 1' TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS 4" X 4" X 1/2" STEEL (SEE SCHEDULE BELOW) BEARING PLATE MECHANICAL (TYP) �C JOINTS #4 BARS UNDISTURBED EARTH ;Ar\/ \/j��/V%VV/\A/,\\ /SEE/T'RENCH ENCASE TIE RODS IND (9'-0" MIN) DETAILS 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL SCHEDULE OF DIMENSIONS AND MATERIALS BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR PIPE SIZE DIMENSIONS (FT.) TIE RODS REQ'D' CONCRETE SHALL BE 3000 PSI. (INCHES) A B C D DIA. NO. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN 6 2.0 2.0 1.0 3/4 2 THE STANDARD DRAWINGS. 8 2.5 2.5 1.0 3/4 2 4. ALL FORM BOARDS SHALL BE REMOVED 10 3.0 2.5 1.0 3/4 4 PRIOR TO BACKFILL. 12 4.0 3.0 1.0 3/4 4 5. NO ALLOWANCE SHALL BE MADE FOR 16 5.5 3.5 1.5 3/4 4 FRICTION BETWEEN THE PIPE WALL AND 20 7.5 4.0 1.5 3/4 4 THE THRUST COLLAR. 24 8.5 1 5.0 1 1.5 3/4 6 6. DESIGN PRESSURE: 100 PSI. NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 7. REQUIRED FOR LINE STOPS. 2000 LBS/SF SOIL RESTRAINT BEARING. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A104-2 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) PVC PIPE SIZE TYPE 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 900 BEND 18 24 31 38 43 55 65 75 88 100 450 BEND 8 10 13 15 18 23 26 31 38 43 22-1/20 BEND 4 5 6 8 9 11 13 15 18 20 11-1/40 BEND 2 3 4 5 6 8 9 10 11 13 PLUG OR BRANCH 38 50 65 79 90 117 139 163 194 223 OF TEE VALVE 19 25 32 40 45 59 70 82 98 112 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 100 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS. GENERAL DATE: February 11, 2011 THRUST COLLAR (150 psi) FIGURE A105-1 WATER AND RECLAIMED WATER MAINS TRENCH LIMITS 00 r AROUND MIN02" CLEARANCE °0 AROUND PIPE) .m° 9" MIN (TYP) A TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS 4" X 4" X 1/2" STEEL (SEE SCHEDULE BELOW) BEARING PLATE MECHANICAL (TYP) �C JOINTS #4 BARS UNDISTURBED EARTH - ENCASE TIE RODS IN D (9'-0" MIN) SEE TRENCH DETAILS 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. PIPE DIMENSIONS (FT.) TIE RODS REQ'D' 2. MINIMUM COMPRESSIVE STRENGTH SIZE FOR CONCRETE SHALL BE 3000 PSI. (INCHES) A B C D DIA. NO. 3. BEDDING, BACKFILL AND COMPACTION 6 2.0 2.0 1.0 3/4 2 SHALL BE AS SPECIFIED ELSEWHERE IN 8 2.5 2.5 1.0 3/4 2 THE STANDARD DRAWINGS. 10 3.5 3.0 1.0 3/4 4 4. ALL FORM BOARDS SHALL BE REMOVED 12 5.0 3.0 1.0 3/4 4 PRIOR TO BACKFILL. 16 6.0 4.0 1.5 3/4 4 5. NO ALLOWANCE SHALL BE MADE FOR 20 8.0 5.0 1.5 3/4 6 FRICTION BETWEEN THE PIPE WALL 24 9.0 6.0 1.5 3/4 8 AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 150 PSI, NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 7. 2000 LBS/SF SOIL RESTRAINT BEARING. REQUIRED FOR LINE STOPS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 SEPARATION REQUIREMENTS FOR FIGURE A116 WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS POTABLE RECLAIMED WASTEWATER PROPOSED WATER WATER (GRAVITY & FM) STORM SEWER UTILITY HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' 12 t 3' 12" 6' 12" 3' 12"/18" NOTE 1 NOTE 1 & 3 NOTE 3 NOTE 3 NOTE 3 NOTE 1 & 3 NOTE 2 & 3 RECLAIMED 3' 12" 3' 3' 3' 12"/18" WATER NOTE 1& 3 NOTE 3 NOTE 1 12" NOTE 1 12" NOTE 1 NOTE 2 WASTEWATER 6' 12" 3' 3' 3' 12"/18" (GRAVITY AND FM) NOTE 3 NOTE 3 NOTE 1 12" NOTE 1 12" NOTE 1 NOTE 2 RIGHT OF WAY 3 N/A 3 N/A 3 N/A N/A N/A NOTE 1 NOTE 1 NOTE 1 NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. DATE: February 11, 2011 PIPE LOCATING WIRE LOCATING WIRE NYLON STRAPS, 3 PER JOINT (SEE NOTr FINISHED GRADE GENERAL FIGURE A114 WATER, WASTEWATER, OR RECLAIMED MAIN tz NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. F- o ry Q Z n _ _ z cn m o o Q o w O QOON m A z �U Utizrn z U m m o o Q O �0 O m W > w N N O Q L Li ° Mo O O z C)ZOQ Of w�QN 0 Z � zzW Q V W � � z o- � O MH w p g ~ N V / w A Q � O W H �V ram/ o rw V � V W O cfl o cf) 0� � 7; Q Q N Q o LJJ� o L Z J Z = LLJ = N O C) O Q (n W Iw- �' LiJ = Q m U 0 00 L w 0 w NLd ~ 0 Z D U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 a m .21 N r` N 0 0) 7 a0 0 D I Y 0 O c 0 o= c 0 U L c 0 U Ol 0 'v rn c 0 0 rn O N O O ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 PRECAST CONCRETE MANHOLE FIGURE A301 MANHOLE FRAME & COVER SET COVERS FLUSH IN (SEE STANDARD DETAIL) PAVED AREAS >. ,... FRAMES BEDDED IN MORTAR V-6" MIN 2 COURSES OF BRICK (MIN) 3'-0" MAX 8" 4 COURSES (MAX) OR MIN 5" TO MAX 10" HDPE ADJUSTING RING EXTERNAL MANHOLE HEAT SHRINK SEAL (TYP) SEE NOTE 5 4'-0" MIN 5" MIN APPROVED LINER PER SPECIFICATIONS 0.8D (EFFLUENT PIPE DIAMETER) 12" MIN11 BENCHING PER CONCRETE WITH ADMIX SPECIFICATIONS 6" MIN MIN 9 _ i1, 2 al g 9„ �-I I� 9„ I�2" FDOT # 57 STONE MIN INSIDE WALL OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER, APPLIED TO BOTH LIPS COMPLETED JOINT WITH SQUEEZE -OUT - f! SQUEEZE -OUT, MIN 2" 71 INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 WATER SAMPLE STATION ABOVE GROUND SAMPLE STATION CURB STOP (LOCKING TYPE) BRASS CORPORATION STOP MAIN - BRASS CORPORATION STOP 2" SINGLE BLUE SERVICE LINE --3 45° MAX 2" POLYETHYLENE TUBING ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL - TEE 4a _ 6" MIN INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN CONCRETE ENCASEMENT INLET CONNECTION AT INVERT a MIN OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) -2" I 90° BEND GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) °P6" MIN 4 900 HOOK AT 8" O.C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN -PLACE SEAL PVC Q RESILIENT CONNECTOR ° a v A ° d NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A201 NOTES: 1. A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A BLOW -OFF VALVE WHEN BOTH ARE REQUIRED. DATE: February 11, 2011 FINISHED GRADE CASING EN SEAL RESTRAINED JOINT PIPE - STAINLESS STEEL BANDS - BRICK AND MORTAR END SEAL STEEL CASING PIPE BORE AND JACK vN f\, �A36" M I N (SEE NOTE 1) COVER MAX 2' DATE: February 11, 2011 MANHOLE IN GRASS AREA 4" BAR CONTINUOUS AROUND COLLAR. 3" MIN. COVER (TYP) 7" MIN ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A303 MANHOLE COVER 2500 PSI CONCRETE AROUND MANHOLE Z_ 6" 6" MIN MIN `y 2500 PSI CONCRETE AROUND MANHOLE NOTES: 1. CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED. 3. TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A106 BELL RESTRAINT HARNESS DOUBLE NUT (TYP) (SEE NOTE 5) LOCATING WIRE \-CASING SPACER (SEE NOTE 3) DOUBLE CASING SPACER RESTRAINED JOINT _/ CARRIER PIPE / CASING SPACERS 7 o� 30 30 (VARIES BY CASING SIZE) CARRIER PIPE NOMINAL DIAMETER 4 6 8 10 12 16 20 24 30 36 42 MINIMUM CASING OUTSIDE 16 16 18 20 24 30 36 42 48 54 60 DIAMETER (INCHES) MINIMUM CASING WALL 250" .250" .250" .250" .250" .312" .375" .500" .500" .500" .5001, THICKNESS (INCHES) NOTES: 1. CASING SHALL EXTEND A MINIMUM OF TEN FEET BEYOND THE EDGE OF PAVEMENT OR MEET FDOT REQUIREMENTS, WHICHEVER IS GREATER. 2. REQUIREMENTS OF OTHER JURISDICTIONS SHALL BE MET. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE "FDOT UTILITY ACCOMMODATION GUIDE" SHALL BE MET. 3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS, OR MAX OF 6.5% WHICHEVER IS MORE STRINGENT. 4. USE OF FLOWABLE FILL IN THE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPE IS PROHIBITED. 5. PIPE IN CASING SHALL HAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE RODS ARE DOUBLE NUTTED TO PRECLUDE OVERBELLING THE JOINT DURING PUSHING CARRIER PIPE CASING. GENERAL DATE: February 11, 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER GOVNTY Co ryp O� CAN ITAR:Ss�p., 25 3/4" 24" ± 3/8" -3/4" MIN 4 39" 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 BLOW OFF VALVE, AUTOMATIC, WATER FIGURE A122-3 AUTOMATIC BLOW -OFF VALVE 2" TAPPING SADDLE FINISHED W/ RESILIENT GRADE GATE VALVE 2" BRASS AND VALVE BOX TUBING METER BOX 2" CURB H STOP II yol2" PE TUBING II CD \--FDOT #57 STONE 2" BRASS COUPLING 2" BRASS COUPLING 2" FLOW METER (BY UTILITIES) WATER MAIN-,� AUTOMATIC 2" TAPPING SADDLE BLOW -OFF VALVE W/ RESILIENT WITH RPZ BFP GATE VALVE 2" BRASS AND VALVE BOX TUBING METER BOX 2" CURB STOP 7/ \ / 2" PE n TUBING 2" FLOW METER (BY UTILITIES) NOTE: 1. TO BE PROVIDED ON AN AS -NEEDED BASIS TO BE DETERMINED BY OCU WATER MAIN GENERAL DATE: February 11, 2011 SERVICE LATERAL FIGURE A305 WYE WITH SEWER MAIN 6" BRANCHSIZE VARIES CLEAN -OUT 6"45°(TYP) BEND WYE WITH�-=nl6" BRANCH DOUBLE u76tv45° /WYE WITH (TYP.) (BEND 6" BRANCH I BUILDER'S ( LOT _ PLUMBER I I LINE (SEE NOTE 7) PLAN (TYP.) TEMP. PLUG CURB (SEE NOTE 4) NTS (SEE NOTES 2 AND 7) �i STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) FINISHED SLOPE TO TERMINAL DEPTH GRADE @ 1.0% MIN (TYP.) ZO M W `I. I.L.I U) ROTATE f SPRING LINE (TYP.) BUILDER'S 30° (TYP.) SEWER MAIN PLUMBER (SEE TEMP PLUG NOTE 7) (TYP.) (SEE NOTES 2 AND 7) SINGLE DOUBLE LOCATOR BALL LATERAL LATERAL 6" MAX BELOW PIPE PROFILE (TYP) SEE NOTE 4 NTS NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE CURB DIRECTLY OVER THE LATERAL. 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. � ry Z _ z cn m o o Q o w a_ d O U QOON m � I A Q z r 0 Utizrn z o U agoCL \ m O 0 o o Q O � m W N rT• ry a Q t w�QN O O z U Of ZOQ � 0 Z r w Q W V W 0 aj�` O J Z c� CL Z to a Z O MH Z W cn p �1_ g ~ N w A Q � O lu wi mi O H <V o rzr� r� V �4O < p > rw� V � V < W O cfl o c/) � a o u- o � Z J Z I W I N O 0 wO � Q Q:� W = Q o m C) U 0 w w N can ~ 0 O z n o U B I GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 a m .21 N N 0) 7 41 a� 0 D I 0 O c c 0 U c 0 U 0 0 > 'v rn / c 0 0 rn / O N O O ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 PLUG VALVE AND BOX WASTEWATER TO FINISHED GRADE FINISHED GRADE ADJUSTABLE SCREW 4 z_ TYPE DUCTILE IRON VALVE BOX 0 PLUG VALVE 6" FDOT #57 STONE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A109 LOOP WIRE (SEE NOTE 4) DRILL HOLE IN BOX 3"± 4" FROM TOP VALVE BOX PAD (SEE FIGURE A 112) COMPACTED SELECT COMMON FILL LOCATING WIRE ALIGNMENT RING NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN T OF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE Al 11 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 BUTTERFLY VALVE AND BOX WATER AND RECLAIMED WATER IN SET TOP OF VALVE BOX TO FINISHED GRADE — FINISHED GRADE q ADJUSTABLE SCREW z TYPE DUCTILE IRON :2 VALVE BOX 0 Z� BUTTERFLY VALVE 6" FDOT #57 STONE UNDISTU EARTH 0 0 0 0 0 0 0 — . -e 0 O 0 0 O 0 O ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS GENERAL FIGURE A108 LOOP WIRE ( SEE NOTE 4) DRILL HOLE IN BOX 3"± 4" FROM TOP VALVE BOX PAD (SEE FIGURE A112) 4 —COMPACTED SELECT COMMON FILL LOCATING WIRE ALIGNMENT RING NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN T OF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12' ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE Al 11 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL z TEE v4 75 INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN 6", CONCRETE ENCASEMENT INLET CONNECTION AT INVERT MIN OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) ° 2 p --900 BEND GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) 900 HOOK AT 8" O.C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN -PLACE -- SEAL PVC a RESILIENT CONNECTOR 4 4 a NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. DATE: February 11, 2011 PERMANENT BLOW OFF VALVE, FIGURE A122-1 MANUALLY OPERATED, WATER AND RECLAIMED WATER LOOP WIRE (SEE NOTE 4) DRILL HOLE IN BOX SET TOP OF VALVE BOX 3"±4" FROM TOP TO FINISHED GRADE VALVE BOX PAD (SEE FIGURE A112) FINISHED GRADE—\ ADJUSTABLE CAST IRON VALVE BOX LOCATING WIRE 2" IRON BODY GATE VALVE W/SQUARE OPERATING NUTS RESTRAINED JOINT WATER OR RECLAIMED WATER MAIN BLOW OFF VALVE ASSEMBLY PER APPENDIX D BOX SHALL REST ON BEDDING ROCK (NOT ON VALVE OR PIPE) AND SHALL BE CENTERED ON OPERATING NUT 6" OF FDOT #57 STONE NOTES: 1. INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. BRING VALVE BOX TO GRADE AND INSTALL CONCRETE COLLAR. 2. FOR USE AT PERMANENT WATER AND RECLAIMED WATER DEAD -ENDS, SUCH AS CUL-DE-SACS. 3. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 REDUCED PRESSURE BACKFLOW PREVENTER, FIGURE A409 2 INCH AND SMALLER ry w Z W Z N �z0I_ Q o�zin -iw p� - > Z WU OO WW U YUzd U Q Q O W F OW c ui 0� Hcr >PD mzw rn� \` Q 0 ,!\. (D Q z U_ 0 z u GENERAL DATE: February 11, 2011 CANAL OR DRAINAGE DITCH CROSSING FIGURE A103 \`\A` CONCRETE SLAB r\j\ \/ (SEE NOTE 3) 4G A a P 4 A 4 A 8" e e. v 4 a d ° 4 4 6" IN COVER (SEE NOTE 3) AMAIN ISOLATION VALVE (SEE NOTE 5) NOTES: 1. MAIN SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS WITHIN THE CANAL OR DITCH. ALL JOINTS WITHIN THE CANAL OR DITCH SHALL BE RESTRAINED. 2. CONCRETE SLAB SHALL BE 2' WIDER THAN THE PIPE O.D. 3. CONCRETE IS REQUIRED WHEN COVER IS LESS THAN T FOR DRY CROSSINGS OR 5' FOR WET CROSSINGS. 4. CONCRETE SHALL BE 2500 PSI COMPRESSIVE STRENGTH. 5. ISOLATION VALVES REQUIRED ADJACENT TO CANAL/DITCH FOR WET CROSSINGS. 6. AIR RELEASE VALVES ARE REQUIRED IN ACCORDANCE WITH THE MANUAL SPECIFICATIONS FOR ELEVATION CHANGES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 WATER AND RECLAIMED WATER SERVICES FIGURE A120 (TYPICAL) CENTERLINE 3I U-1 O SIDEWALK (TYP)� _ (D75; J STAKE (SEE NOTE 2) STAKE 1 (SEE NOTE 2) 1 GRADE STANDARD ROADWAY CURB 1 CURB STOP - (SEE NOTE 1) PE TUBING CORPORATION STOP (TYP) CURB STOP (SEE NOTE 1) NOTES: 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB. 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24" ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. Q Z o c. d O U QOON m G2 I A Q z �o Utizrn z U 94 o ui a�o� m Q) O j 00 o Q O CL O >_ W Z N N O rT•mryw a Q O O Z U W.�QN ZOQ I � Z ry w Q W V W ajL` O J z c� o Zc�a� Z O MH Z w cn p g ~ N w A Q � �. �a O 04 Uj UNA O H �V r� V �O < p rw V � V O 0 � � N 0 0� Q� \ "5 1 Q Q N Q J p J J z Z= W= N O 0 O Q w Iw- Q:� W = Q I �!: w N w Ld can ~ 0 O Z n U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 C. 0 +2 N m 0 N cV -U 0) 3 7 ui 0 a 0 I 0 O c r c 0 U c 0 U 0 Ol 0 �v tC) Cn c 0 0 rn u7 r O N O 0 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 DUPLEX PUMP STATION FIGURE A402-1 DESIGN SPECIFICATIONS MANUFACTURER: FLYGT VOLTAGE: 60 HZ MODEL: CP3201.180HT PHASE: 3 IMP: 457 H.P.: 47 DIA: 300 MM. MAX. SOLID SIZE (3 IN MIN): 3.9 IN SPEED: 1755 RPM CURVE NUMBER: 63-457-00-5350 DISCHARGE SIZE: 6 IN SHUT OFF HEAD: 143 FEET TDH HIGH HEAD CONDITION:250 GPM AT 126 FEET TDH MINIMUM HEAD CONDITION:490 GPM AT 115 FEET TDH DESCRIPTION SYMBOL DIMENSION ELEVATION THICKNESS OF WALL A 8" (MIN) - DIAMETER OF WET WELL B 10, - WIDTH OF BOTTOM FILLET C 6" - C/L OF WET WELL TO C/L OF PIPES D 1.5' - LENGTH OF PUMP ACCESS OPENING E 8' - WIDTH OF PUMP ACCESS OPENING F 4' CENTER OF WET WELL TO EDGE OF HATCH G 2' - VALVE BOX HATCH OPENING H 72" - VALVE BOX HATCH OPENING 1 56" - LIP WIDTH OF WETWELL BASE R 20" - THICKNESS OF WETWELL BASE S 12" - TOP OF WET WELL T - 78.74 FINISHED GRADE U - 78.49 HIGH LEVEL ALARMS V 68.37 LAG PUMP ON W - 67.87 LEAD PUMP ON / INFLUENT PIPE INVERT X - 67.37 PUMPS OFF (TOP OF PUMP VOLUTE) Y - 66.27 BOTTOM OF PUMP TO FLOOR OF WET WELL P 5.75" - STEP HEIGHT (IF REQUIRED) Q N/A - FLOOR OF WET WELL Z - 62.37 NOTES: 1. PER PUMP MANUFACTURER'S REQUIREMENTS 2. DIMENSION P AND ELEVATIONS Y AND Z MUST MEET BOTH FLYGT AND ABS REQUIREMENTS. 3. ELEVATION X - ELEVATION Z >_ 5 FEET 4. TOP ELEVATION OF WET WELL SHALL BE A MINIMUM OF V ABOVE THE 100 YEAR FLOOD ELEVATION AND THE ELEVATION OF THE CROWN OF THE ROAD. 5. SYMBOLS SHOWN IN TABLE ARE USED IN FIGURES A402-2 AND A402-3. 316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER 4" 316 SS (TYP) GOOSENECK VENT WITH SS SCREEN WALL SLEEVE & COMPRESSION SEAL (TYP) ALUMINUM ACCESS HATCH W/LOCKSET AND RECESSED HANDLE PRECAST CONCRETE TOP POWER CABLE B PROTECTIVE LINER GEOFABRIC LINER 60 MI _ N 2" MIN DIA SCH 40 TYPE 316 SS DUAL SLIDE RAIL (PER MANUFACTURER) HEAVY DUTY TYPE 316 SS LIFTING CHAIN (SEE NOTE 1) SECOND HIGH LEVEL ALARM (SEE NOTE 7) HEAT SHRINK SEAL (TYP) LIQUID LEVEL CONTROLS ELEV X PVC INFLUENT - PIPE SDR 26 C RESILIENT CTOR vi' • •Cites • SCOTT RACHAL (407) 880-2900 XYLEM WATER SOLUTIONS USA, INC. FLYGT PRODUCTS 2152 SPRINT BLVD. APOPKA, FL 32703 FLANGED COUPLING ADAPTER RJ CHECK VALVE W/ LEVER & WEIGHT PRESSURE GAUGE 316 SS DI PIPE (TYP) PET COCK VALVE PLUG VALVE (SEE NOTE 3) ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE VALVE BOX & COVER- 3" SCH 80 PVC VALVE VAULT DRAIN (SLOPE U) DRAIN PIPE 1/2 " PER FOOT) ° )HIGH LEVEL ALARMS ELEb = LAG PUMP ON ELEb U LEAD PUMP ON ELEb EMERGENCY PUMP OUT CONNECTION -DI FEMALE QUICK CONNECT AND RI CHAIN -LOCK CAP (MIN. 6"). POSITION/ROTATION PER COUNTY c REPRESENTATIVE (SHOWN ROTATED z 90° FOR CLARITY) 0) N o_ FLANGED RISER m 30" X 30" CONCRETE COLLAR 6" THICK FINISHED GRADE ELEV. U v REDUCER AS REQUIRED M (TYP) X 1 - \ �I PLUG VALVE MJ TEE C CONCRETE BASE TO SLOPE 4" PER FOOT \-TEE WITH BLIND FLANGE VALVE VAULT MAY BE CORED IN DIP PVC THE FIELD 316 SS PIPE SUPPORT (SEE DETAIL) -I RESTRAINED O JOINT (TYP) Z PUMP BASE PLATE UNDISTURBED SOIL OR SELECTED COMMON FILL NOTES: (SEE DETAIL) COMPACTED TO 98% MAX DENSITY PER AASHO T-180 1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6-0") OF TYPE 316 SS, 3/4" CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND THE CHAIN. 2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER. 3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED. 4. ELEVATION X - ELEVATION Z >_ 5 FEET. 5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE. 6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. 7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. 8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE. m c rn N O_ 3' MIN G 8„ (TYP) H 00 --I� -<v N v z p X - - - Q m TC) "P� - - - �oi RE IR o * 1 1111D cn , 11 O OUTLINE OF _ Z ACCESS t10- OPENING 12" MIN 12" MIN Z F WALL SLEEVE AND CABLE COMPRESSION SEAL HOLDER -n TO THE FUTURE 1" SCH 80 PVC CONDUIT C SCADA PANEL rn NOTES: N 1. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PUMP STATION GENERAL NOTES FIGURE A401 GENERAL NOTES: 1. GRAVITY PIPES ENTERING WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX D. 2. ALL LOCATIONS WHERE PRESSURE PIPES PENETRATE THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND COMPRESSION SEAL. 3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 4. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH RECESSED LOCK BRACKET. WET WELL COVER SHALL HAVE "CONFINED SPACE" ETCHED OR WELDED INTO COVER. 5. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 6. PUMP MANUFACTURER SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 7. PIPE JOINTS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED. PIPE JOINTS FROM THE VALVE VAULT TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. 8. CHECK VALVE ARMS SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON THE LEFT SIDE OF VALVE). 9. REFER TO APPENDIX D FOR ADMIX, COATINGS AND LININGS. -Do lj�7 O D Z > m X D cnO DC ZZ p� n O--1 z U� c cn n O Z W m n c -" Z �_ O Cn v � v D D z 0 CD ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS m O z C m 0 1� --U � O Z7 D Z a >m X D U)O DC ZZ p< C) O� Z r- W - --I� C Un n A O z W m 0 cn TI z �_ O v > D D z 0 cn m Z m D r GENERAL DATE: February 11, 2011 PUMP BASE PLATE FIGURE A402-4 Z 'LENGTH 0- z o 0 0 0�_ O N o 0 " MIN PLATE ANCHORS V THICK STEEL 2" MIN (TYP) BASE PLATE PLAN VIEW J BASE ELBOW PLATE ANCHORS (6" MIN) 1" MINIMUM LEVELING COURSE PUMP BOLTS TO BE WELDED -/ TO BOTTOM SIDE OF PLATE WET -WELL BOTTOM SLAB 6 5,,MIN. PENETRATION (SEE NOTE 1) SECTION VIEW IF NO STEP REQUIRED STEP TO BE STEEL, WELDED TO BASE PLATE AND SUPPLIED BY �l PUMP MANUFACTURER LIMP BOLTS TO BE WELDED TO BOTTOM SIDE OF STEP NOTES: 1. PLATE ANCHORS TO BE 6" MIN, 3/4" DIAMETER, WITH EPDXY ADHESIVE CAPSULE PROVIDING A MINIMUM EMBEDMENT DEPTH OF 6 5/8". 2. NO EXPANSION ANCHORS ALLOWED 3. PLATE SIZE: 6" LARGER THAN BASE ELBOW & PUMP VOLUTE TYP. ALL AROUND. BASE PLATE SHALL BE TRIMMED TO FIT, IF REQUIRED. 4. BASE ELBOW BOLTS, PLATE ANCHORS, AND STUDS TO BE STEEL (MIN ASTM A307 GRADE B AND A563). ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 3/4" BRASS HOSE BIB ANTI -SIPHON DEVICE 1" SCH 80 PVC PIPE PVC TO BRASS ADAPTER HOSE BIBB SECURE TO POST WITH 316 SS STRAPS -� d- N 1" BRASS PIPE-�, 90° ELBOW GENERAL FIGURE A408 1" X 3/4" 90° ELBOW ALUMINUM OR 316 SS HOSE HANGER 1" LOCKABLE CURB STOP 4"X4" PRECAST CONCRETE POST 1- #4 REBAR \ X/. r l ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT MOUNTING BRACKET GENERAL FIGURE A417 CK :T WITH LOCK FOR DEAD FRONT. NOTES: 1. DEADFRONT LAYOUT NEMA TYPE 3R SS ENCLOSURE W/CONTINUOUS HINGE. ALL HARDWARE TYPE 316 SS TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. 2. THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE STANDARD LIST OF COMPONENTS REQUIRED BY UTILITIES. 3. ALL CONTROL WIRE TO BE #14 AWG MINIMUM. 4. CONTROL PANEL SHALL BE UL LISTED AND LABELED. 5. 30 SPARE TERMINALS (TB2). 6. PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS P/N: MSP10G, OR SO-D P/N: MG24532. ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: July 16, 2014 DUPLEX PUMP STATION SITE PLAN FIGURE A402-5 DATE: February 11, 2011 DUPLEX PIPE SUPPORT AND GAUGE FIGURE A402-6 DIAPHRAGM ASSEMBLY 6" THICK 3000 PSI CONCRETE ------------------------------------------------------------------ - ----- - - - ------------------------------------------------- WITH 6"X6"XW2.9XW2.9 WELDED WIRE FABRIC PUMP PRESSURE SEAL WITH 1/4" NPT _ _ _ _o- _ _ PRESSURE GAUGE CONNECTIONS (SEE SPECIFICATIONS) CHAIN LINK FENCE SEE NOTE 4 SS TEST TAP (1/4" PIPE). LOCATE ON INSIDE 6"X18' 35' MIN TRACT _- _______- =- =_- _ _ - ----- 4" OF FDOT#57 STONE, = LOWER DIAPHRAGM FLUSHING CONCRETE CURB WITH 4" REVEAL ALL I i ° 60 MIL GEOFABRIC CONNECTION WITH TEE. ° AROUND I ° ° """' WEED CONTROL LINER m UNDER STONE X 1/4" TO MATCH SEAL MATERIAL v 11 a f i�_v (TYP) < 1/4" BV MATERIAL TO MATCH PIPE o VALVE VAULT d MATERIAL I v w I N ii - aLL UjHOSE BIBB PIPE CONNECTION AS PER PIPE MFG Q 2 2" GATE VALVE WITH A 45MIN TRACT I I FIRE HOSE CONNECTION II RECOMMENDATION a TEE I I ° 18 4' MIN (OCU ONLY) EXPANSION JOINTS II � II (TYP) ii 3' WET WELL I i t, MIN it --.LIMITS OF GAUGE / DIAPHRAGM ASSEMBLY ' 4 ° � UTILITY NTS SEE NOTE 4 0 ' EASEMENT 6" (TY ) I ° 6' MIN _ I - CONTROL PANEL 16' WIDE 8'-0" PANELS iI ° li (MIN 4 FT CLEARANCE I SWING GATE 4� Z 1' MIN FROM FENCE) RPZ 1 NEOPRENE LINER II 4 14 1' (TYP) N 2" WATER METER (OCU ONLY) R/W-- d --- --- -� MIN " i MIN 8" WATER METER (OUC ONLY) FM 2" WATER SERVICE (OCU ONLY) MIN 1" WATER SERVICE (OUC FORCE MAIN I -- - --- ° ONLY) (SEE NOTE 5) 1 14' DRIVEWAY 1 i WM� MANHOLE, LINED (TYP) E.O.P. -_ OGRAVITY SEWER LOCKNUT NOTES: 1. THIS DRAWING IS PROVIDED AS REFERENCE ONLY. DESIGN ENGINEER SHALL PROVIDE A SITE SPECIFIC DRAWING TO A SCALE OF 1 "=10', 2. FOR NON-RESIDENTIAL ROADS, DISTANCE BETWEEN EDGE OF PAVEMENT AND GATE SHALL BE 20, MINIMUM. _ 3. PUMP STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED TO ORANGE COUNTY UTILITIES. 316 SS 4. THIS DIMENSION, AS MEASURED FROM THE CENTER OF THE WET WELL TO THE PUBLIC UTILITY EASEMENT LIMIT, SHALL BE EQUAL TO OR GREATER THAN THE DEPTH OF THE WET WELL. 5. CONTROL PANEL DOOR HINGES TO BE LOCATED ON THE SIDE OF THE PANEL FARTHEST FROM THE WELL. 6. DRIVEWAY SUBGRADE TO BE 8" THICK. SUBGRADE TO BE COMPACTED TO A MINIMUM DENSITY 98% OF THE MAX PIPE SUPPORT DENSITY AS DETERMINED BY ASTM D1557. NTS 7. THE BOUNDARY OF ALL NEW PUMP STATION TRACTS SHALL BE LOCATED A MINIMUM OF 50 FEET AWAY FROM ANY SINGLE FAMILY RESIDENTIAL LOT INCLUDING TOWNHOMES. • H Qry O Z _ m p O Q O O Q Q) o N w m a_U �� 1 A Q 4i 7� Utizrn 0 z o ago O j � 0 O Q O 0 w N CIL:CL N O rT• m ry z CL �k U) Q a O Z U W.�QN 1 O � U < Q ZOQ V W Z w z_ w O j Ztna� J w o C) O Z w cn o g ~ MH N v 1 < O A vl � z �w w 0 O H <V 1 �O H � O O� LJ cfl O 0 0� � Q Q N Q 0 L, p J Lj Z J Z = Lil = N O O Q w Iw- D" LiJ = Q m C:)U Q� 0 I w O w N ' 0 ~ O O tZ Z D U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 PUMP STATION WALL 8" SPLIT FACE ARCH CMU ABOVE GRADE (TYP) t� 8" X 16" CMU 4'-0" OC T MASONRY CAP ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A407-1 8" SPLIT FINNED CMU 8 RIBS (TYP) 8" /— BOND BEAM W/ REINF. SECTION VIEW 8" CMU BELOW GRADE, GROUT FILLED (TYP) y , FINISHED GRADE NOTES: 1. ENGINEER TO PROVIDE SIGNED AND SEALED WALL DESIGN. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 im 01 O\AIIK]f- r+A-rr- BLACK ANOr-N n Al i inninu inn ARCH 8' SV <fl 1 2500 PSI CC CANTILEVER SWING GATE rLfai'4 VicvV GATE ELEVATION ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A407-2 NOTES: 1. GATE POSTS SHALL NOT BE ATTACHED TO THE WALL AND SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 PUMP STATION GROUNDING FIGURE A419-1 (TYPICAL) /\ GROUND TEST ENCLOSURE ONE TYPICAL PER STATION /> PUMP 1 PUMP 2 ' CABLE HOLDER ELEC PANEL RACK AND CONTROLPANEL G — G BOND #4 STRANDE TINNED COPPER TO 'ACCESS COVER AND 2/0 STRANDED FRAME TINNED COPPER TO a FENCE TO FENCE VALVE VAULT (NOTE #2) ^:1 BOND #4 STRANDED ' TINNED COPPER TO ACCESS COVER AND ' FRAME b _G COUNTERPOISE 2/0 y STRANDED TINNED COPPER MIN 30" BELOW GRADE NOTES: 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY. 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED. 3. PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE. / DATE: February 11, 2011 ELECTRICAL LEGEND LEGEND AH _ ALARM HORN AL _ ALARM LIGHT ASB _ ALARM SILENCE BUTTON ATS _ ALTERNATOR TEST SWITCH CCB _ CONTROL CIRCUIT BREAKER DPDT _ DOUBLE POLE DOUBLE THROW DRB _ DUPLEX RECEPTACLE BREAKER ECB _ EMERGENCY CIRCUIT BREAKER ETM _ ELAPSED TIME METER F _ FUSE FIB _ FUSE BLOCK FL _ FLASHER FR _ FLOAT REGULATOR GFDR _ GROUND FAULT DUPLEX RECEPTACLE GR _ GENERATOR RECEPTACLE HOA _ HAND -OFF -AUTO SELECTOR SWITCH MB _ MOTOR BREAKER MCB _ MAIN CIRCUIT BREAKER MS _ MOTOR STARTER OL _ OVERLOAD PL _ PILOT LIGHT PM _ PHASE MONITOR R _ RELAY RL _ RUNNING LIGHT SCB _ SCADA CIRCUIT BREAKER TB _ TERMINAL BLOCK TTS _ THERMAL TERMINAL STRIP XFMR _ TRANSFORMER SPD _ SURGE PROTECTION DEVICE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 COVER AND DOOR GROUNDING FIGURE A419-2 GROUND SS CLAMP, BOLT TO COVER TO GROUND GRID/COUNTERPOISE #4 AWG TINNED COPPER GROUNDING CONDUCTOR METAL ACCESS COVER 1/8" THICK X 1" WIDE MULTI -STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED) GROUND CLAMP, BOLT TO FRAME 3/4" PVC CONDUIT V-0" LONG (SEE NOTE 2) NOTES: 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL. 2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A412 DATE: February 11, 2011 DUPLEX PUMP CONTROL SCHEMATIC (240V) MCB TB MB1 MS1 OL 230V F3.0 UM 60Hz 0 1 © I�4 MB2 MS2 OL Zi�gl GENERATOR UM RECEPTACLE 2 PM CB = SUPPLEMENTAL PROTECTION PM BREAKER 1.6-2.4A SCB 120V SCADA DRB GFDR MCCB 120V NEUTRAL T63-1 POWERFB3-2 = �RL1 #1 8 PM 1 MS1A H O-A T X �OOX MS1 OL 2)TTS 11 6 R28 1 8 R3 AL 6 8 /RL2 2 7 TES AUTO H-O A X MS2A OO T �X MS2 OL 4) TTS 3) 5 6 00 Off AT' AH 6 R4 8 8 R5 5 A2 Al A3 FL A4 AL 1PM2 - C DPDT FB2 3 R5 1 3 AMP 120V 75VA 5 AMP 24V XFMR FR5 HIGH LEVEL ALARM (9) HIGH00)::::4 INPUT TO SCADA 6- PL4 — J (7) HIGH(8) C DPDT 3 R31 PL3 f6- FR3 (51LAG (6) R3 DPDT 3 R21 FR2 HO LEAD(4) �o- 6 R1 E FR1 OFF (2) - TB1 PL2 Rr 3 a�C DPDT PL1 R1 DPDT ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 GROUND TEST WELL FIGURE A419-3 BROOKS PRODUCTS 10" X 17" SERIES 36 PRE -CAST PULL BOX, OR EQUAL CONCRETE 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED HOLD DOWN (TYP) IRON COVER DRILL & TAP\ FINISHED \ F-GRADE #4 AWG TINNED COPPER GROUNDIN CONDUCTOR, PROVIDE 36" SLACK 2" GRAVEL MECHANICAL CONNECTION NO. 2/0 AWG TINNED COPPER GROUNDING CONDUCTOR TO COUNTERPOISE GROUND ROD COMROL PANQ AND ELECIR/GL /NhiJRA(47/0N IS FOR CONCEPTUAL PURPOSES. UFf STA770VV A(AWUFACIURER /S REQUIRED 7q PRONE SHIED AND SEALED Dti1W/NGS FROM AN ELEC7R/GL ENGINEER FOR COMM PANEL AND EYEC7R/GL SPEC/fCAT/ONS. 1FJE ENGINEER OF RECORDS SIGN47URE AND SELL ON THIS SHEET AS ONLY FOR THE CML ENGINEERING PORTION. DATE: February 11, 2011 BRAID CLAMP (TYP) GENERAL FIGURE A414 GENERAL FENCE POST GROUNDING FIGURE A419-4 (TYPICAL) 1/8" THICK X 1" WIDE X 12" LONG MULTISTRAND TINNED COPPER BRAID NO. 2/0 TINNED COPPER GROUNDING CONDUCTOR — GATE POST GATE PIPE FENCE RAIL POST GROUNDING CLAMP TO PUMP STATION COUNTERPOISE PERIMETER GROUNDLOOP NOTES: 1. CONTRACTOR TO GRADE UFT STATION SITE SUCH THAT WET WELL AND VALVE VAULT ARE A MIN OF 3' ABOVE SURROUNDING GRADE ELEVATION. ALSO, DRAINAGE 6 SLOPED AWAY FROM THESE STRUCTURES, 2. THE ELECTRICAL. DETAILS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY AND THE SUPPLIER SHALL PROVIDE RNAL. SIGNED & SEALED DRAWINGS FOR ALL ELECTRICAL WORK. J. CONTRACTOR Tn VERIFY ELECTRICAL SERVICE PHASE, CURRENT AND VOLTAGE AVAILABILITY AND INCLUDE VERIFICATION OF SUCH IN SHOP DRAWING SUBMITTAL PRIOR TO PURCHASE AND/OR INSTALLATION OF PUMP AND CORRELATED ELECTRICAL UFT STATION COMPONENTS. j� H (n Q O Z n) _ H LLI z cn m o o Q _ 0 o QOON w m D U I Utizrn z U m m m O j 0 o Q O CL Q) O 0 w N N O rT• m ry Z CL U) a co bi ° Mo O Z U W.�QN I O � o Q ZOQ V W � � Z w Z W D- aj�` O Z (n a J c� � Z O Z w U r) g ~ MH N v 1 cx O A 0.4 Wo � z �w w 0 O H <V �O O O V cfl 0 N (n 0� \ "5 Q Q N Q LJJJ p J Z J Z = Lil = N O O Q c LU Iw— lY W = Q c� m U 0 �!: w w N ry Z IZ U GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 7C i Y O O c c O U i C O U O O O U O) LO / U) 0) C O i O) LO / O N O O C. .0 O a vi N .21 T co c0 O N r7 N O 3 ai N O 0 0 C] I 0 O C 0 U L_ m C O U O 0 �U ti7 rn C 0 0 O N O O fL Type A Or B Riser Structure Type.A' Or B.Riser 'Type A Or B Riser 9-#4 Ties @ 12" Max. O.C. (See Section) 2 Additional Bars A 2-(2 Hoop Bars p @ S. O.C. � {2 Lap Splices: #5 Peripheral #S Hoop Bar Permitted) Bars A Short Way Reinforcement Perpendicular Bars A P (See Section B B) (See Section A -A) Reference Axis: 2 Additional Bars'B I a Reference Axis C fL; Structure` Bottom 3 -6" @ 5" Max. D. C. EachLQ� B Structure Bottom Side Of Opening' LA_OtJA+ 12° (Minimum #4 Bars) �0 - 9 2 #7 Each Way _,. B- B Placed On Top Of Reference Axis I 6 f 2 Additional B r- <8 Bars. A And B At 45< as #4 Hoop Bar P Bottom Structure 80 o r, Max. 5 Max. 0. C. Each Corner Filler @ (L Lap Splice Permitted} Side Of Opening P 9 #4 Hoop'Bar' Rotate #4 Bars See Note 10 ` Parallel Bars B' ( � (Minimum #4 Bars) As Required To (See Section A -A)' 2 AdditionFr 2 Additional Bars A Maintain Cover PLAN VIEW A @ @5r,O.C. NOTE: (Minimum #ars= Bars B Long Way Bars B Long Way (Minimum 44 Bars) #4 Ties @ 12' D.C. Not Applicable For Type A, B, C, D & E Ditch (See Section B-8) (See Section B-B)- Bottom InletsOr Type S & V Gutter Inlets. See Index Nos. 220, 221, 230, 231 & 232. SQUARE OPENING WITH CORNER FILLETS ROUND RISER OPENING „ Construction Joint TOP SLAB 'REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM Permitted. See Index No. 201 for Optional #5 Peripheral (ALTERNATE A) (ALTERNATE B) Construction Joints. Reinforcement Max. Wall Reinforcing SECTION C-C SPECIAL TOP SLAB* v cL t G 13 -. v c o 2" •c 0 Cl. 3 m #4 1 8 2" W C IPL a k See Note 9 ( ) t e A ar c � n See Table 1 for o } GYP 1 ti � � a Bend Bars As Required q L. o h- t e B 3' cr. (T ) 3 YP m m h Precast E d to Maintain Cover t, w o �. c¢ m U 4 r m I � W � � �, : c v � Horiz. Wall: Rernf, ..!n . , 2' Clear.. c. N o c, Q Top Slab q Top Slab- (See Table 8) c u H Top Slab Reinforcing t . m w m (TYP 1 IM m �•o „ m �x m rExtri,, #4 s At s m r ; ,.m '� v o Bars A 3 -6 Or m m Bars A 3 6 #4 12 Ctrs: ° u! a �,.,, ng,(2 Above a a n @ w a cH Q m C a 4'-0" Mina Spacing m (Vertical Bars)' H °vBars B ach Side)' Bars 8 tic (n Vertical Wall Reinf. q cnti m y r - -I E (See Table 8) -, 1 ` o y 3,.nOp 6 e Q" Optional Shear Key 1 ° Shear Key 0 0 .'�, m 3 6" o m (See Table SjHorizontal il Renf. o o a .� Wall Reinforcing ~ °' m ti ti m M ,L o 1 W Min. U. o ° ;b t: m-0 #4 @ 12" BW c t ro m cn u, ti F-. °�' m' NOTE:" to IV, (TYp•) `a (CIPL 10' Dia.) L a :e to See Table I for `w v t 3" Cl. (Single Layer) 4 See Index No. 20I`, 101 Draft a, LR t2 I Precast of 10' Dia. m m y Or 2" Cl. (Double Layer) L Sheet 3 of 5 For AT TOP SLAB to Horizontal Bars c �; Optional Construction Joints. ° ti S (TYp For Walls) ti Optional Shear Key lid" Min. Shear Key r: Bars A Bars 8 Bottom Slab _ Bars A Bars B Bottom Slab " qj awe *NOTE-- . a�i NOTE;. �' =' When the inside diameter of a round structure is =' u, a , ti; ~ not more than f-6" larger than the opening in the m Provide one extra #4 bar reinforcement each side of each, opening a, 4 riser or to slab, the #p of the structure or ;riser shall �" ti: and two extra.#4 bars,at 3' min. spacing above ,each opening. o ; � be construed according to the "Special Top Slab" details on this sheet: ut G m cn Bottom Slab Reinforcing ) AT BOTTOM SLAB Rebar Straight End Embedment SECTION A -A SECTION B-B 4" Min. Beyond Inside Face of Structure Wall For All Bar Sizes IT Extend Top and Bottom Slabs To Achieve Minimum Rebar (ALTERNATE A) (ALTERNATE B) Embedment :beyond .Inside Face TYPICAL SLAB TO WALL DETAILS FOR PRECAST STRUCTURES LAST DESCRIPTION; 2016 INDEX SHEET REVISION `y NO. NO. 07101114: LN FD ... DESIGN STANDARDS STRUCTURE BOTTOMS TYPE J AND ]P a 200 1 of 5 3'-4" C-f-P Y-O" Precast C-1-P Precast &1 2'-0- 18, 1 C-I-P 4, U 6" 2' IO,r 611 Precast m -- u Q. a. - -- I. 4 v 2'7" 2%" �o o Center Of Box Location Reference PLAN 3-4'' C-I-P 3-0' Precast 5_y4' C-1-P 5-y" C-I-P 3-Y4" Precast 2`-0" 3-Ya" Precast r- v Grate ro 0---- �c Z 3" Cl. Eyebolt n to See Index 201 4 J #4 Bars 3 Ui 1 @ 22" Ctrs. C-I-P Precast #4 Bars SECTION @ 12" Ctrs. HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) WALL H SCHEDULE AREA. (in.'1ft.)' MAX. SPACING BARS WWF 0'-15, Al2 0.20 12" 8" TYPE C Recommended Maximum Pipe Size:: 2-0" Wall - 18" Pipe 3-1" Wall - 24" Pipe (18" where an 78' pipe enters a 2'-0` wail) 5-5" C-1-P N-l" Precast e 8" C-1-P a H 6" 4'-1" 6" Precast C.� CIO - 0. Ch m t,., v a• 2y4, i 2Y.' 4 ao io C-1-P Center Of Box Precast Location Reference PLAN 5'-5" C-1-P 5-1" Precast 5314' C-I-P 5-YA" C-I-P 33/9" Precast 7 4'- 1 r, 34'"` Precast r Grate a- Eyebolt M I2 Cl. Hor17. WallsReinf. See Index 201 ag m (See Table 2) O ry #4 Bars @ I2" Ctrs. u C-I-P Precast #4 Bars SECTION @ 11" Ctrs. HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 2) WALL DEPTH SCHEDULE AREA (in.Z/ft.); MAX. SPACING BARS WWF 0'-6 Al2 0.20 12" 8" 6`-I0' A6 0.20 6" 5" 10'-13'' A4 0.20 4" 3- 10'-15, B5.5 0.24 Sw 5" TYPE D Recommended Maximum Pipe Size: Wall - 24" Pipe 4'-1" Wail - 36" Pipe 4-4" C-I-P 4'-0" Precast 6" .7-01, 6" Precast m 4 I IT- , \ J C-1-P Center Of Box :Precast Location Reference PLAN 4r-4" C-I-p 4'-0" Precast 5y4" C-1-P 5N, C-I-P 3-7/4" Precast I, 3'_Or 3-Y4' Precast Eyebolts H °i Grate -�- See Index 201 5 I Horiz. Wall Reinf. 3 LI. (See Table 3) m rZ 4 #4 Barn @ 17' Ctrs. 3 C-I-P #4 Bars @ 10" Ctrs. Precast (Short Bars) SECTION HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 3) WALL DEPTH: SCHEDULE 'AREA AREA (in MAX. SPACING` BARS I WWF U-5' Al2 0.20 12" 81' 0`-7.5' A6 0.20 6" S" 7.5-10' B5.5 0.24 5W 5" 1O'-15' C6.5 0.37 62'' 6: TYPE E Recommended Maximum Pipe Size 3'-0" Wall 24" Pipe 4'-6" Wall - 36" Pipe LAST �O DESCRIPTION: 2�16 INDEX SHEET REVISION y FD DITCH ]B OTTOldi INLET TYPES C l[D E A1ANDH[ NO. N0. 07101105 'w DESIGN STANDARDS ' 232 1 of 7 a To Be Paid For As Curb & Gutter ypeEOrF 3-0" Curb (See Gutter Transition Note 8) LA Limits OfinletConstruction (See Note 13) 4 5'-9„ 1-9- Inlet Throat Transition Bars 48 (Vert. Face, Field Bend) ,_ Bars 4A & 4C @ 5" Sp. ■.-M To Be Paid For As Curb & Gutter Gutter Transition H 1007 peEOrFCu (See Note 8) ==7Bars 4D Bottom @ . Bars 4B (Top) @ 6' Sp. I I In I I 6 S lf eP Q f Q I i Top Of Curb C D E C a i Control Line "' I Center Of Box Location Reference I F I Ci I H Inlet (Type 6 `W� Symmetrical About �) TOP VIEW 3W Bars 4A •- 24 sp. @ -5" = 10'-0" 2Y , Bars 4B (Vert. Face, Field Bend) Bars 4A CL Inlet (Type 6 6" B Concrete Post Symmetrical About CL) For C-I-P'Inlets Corner Fillets (See Note 6) I IF Bars 4E @ 5" Bottom S' 6" Bars 4K (For Fillets Only) (Tied to Bars 4A) Bar 4E l2" Bar 4L (Typ•) I 3 Grate Recess Bars-4S Bars 4F C& 12 So. A 0 2 -.. Bars 4JIT ry Bars 4H C-I-P Inlets 6 6" 4 Bars 45; @-8'' 4 2 - Bars 4J Precast Inlets 3" 6" 6' 3-6" g 5=9" 4`-9' Type. r C Transh SECTION BB CL Inlet (Type 6 Symmetrical about q): - " Chamfer Or 11, Radius 9" (1011 Below Top Of a v, rn - �I o Curb Control Line)fB A - a b Outline of Grate J 6" 0 Concrete Post ' � Inlet Or Riser ---'' For C-I-P inlets 3-0" 8 -0" 2'-6" 3-10" Gutter Transition Gutter Transition SECTION AA (At CL Inlet) INLET TYPE 5 (Curb Inlet Type 6 Symmetrical With Left Half) LAST DESCRIPTION; 20I6 REVISION FD 01/01/10 'w DESIGN STANDARDS a GENERAL NOTES rb 1. The finished grade and slope or the inlet tops are to conform with the finished cross slope and .grade of the, proposed sidewalk and/or border. 2. For inlets constructed on a curve, refer to the plans to determine :the radius, and modify the inlet details accordingly, Bend steel when necessary. 3. A!! reinforcing steel to be Grade 60 bars with 1Va" minimum cover unless otherwise shown,. see Sheet 4 for equivalent area Welded Wire Reinforcement details. 4. A Inlet tops shall be either cast -in -place or precast concrete. Precast units shall conform to the dimensions shown or rn accordance with approved shop drawing's. Request for shop drawing approval<shall be directed to the State Drainage Engineer. 9 4 5. Concrete meetingthe requirements of ASTM C478 4,000 psi) may be used in lieu of Class 4 ( P 1 Y 11 'concrete for precast units, manufactured in plants which meet the requirements of Section-449 of the, Specifications. 6. Corner fillets are required at inlet; opening for precast units or C-I-P units used in conjunction with circular inlet bottoms or skewed rectangular inlet boxes. Finish top of fillets flush with drain throat bottom and match slope., 7. For inlet bottoms see Index No. 200. Inlet tops are to be used with Type P bottoms, or Type J bottoms with 3-6" square (Type 8), 3-6" or 4' round (Type A) risers or top slab openings. B. These inlet tops are designed for use with standard curb and gutter Type E and Type F. Locate inlet outside of pedestrian crosswalks. For Type E curb, transition the shape of the curb over the gutter transition length to match the face of the inlet (Type F). 9. See Index No. 201 for supplemental details. 10. All steel used for frame and grate shall meet the requirements of ASTM A361A36M. 11. Either cast iron grates or steel grates maybe used. 12. When Alternate "G" rate is specified in the plans either the cast iron rate and galvanized 9 P P 9 steel frame or the the galvanized steel grate and frame must be used. Grates are to be grouted in accordance with the grouting detail shown on Sheet 5, in lieu of tack welding. 13. Inlet to be paid for under the contract unit' price for Inlets (Curb) (Type J Each. SKETCH SHOWING FRAME' SEAT AND THROAT RECESS CURB INLET TOPS TYPES 5 AND -6 INDEX SHEET NO NO. 211 1of5 DIMENSIONS AND QUANTITIES p See General Note No. 5. See Sheet 5 For 3" Slab Quantities ■ values shown for estimating pipe quantities and are for information only. D X A B C F F G- H ■ M N 532" CONCRETESLAB(CY) p SODDING (SY) Single Double Triple Quad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 1:2 Slope I:4 Sloe P 15" T -7" 1.92' 2.18' 4 10' 2.06 5' 1.2T 2 9" 4.63 7.2 F 9,79, 12.37' 1.19 0.36 0.58 0.77 0.96 21 24 27 30 18" 2-10" 1.97' 2.74' 4.7V 2.56' 6' 1.41' 3.4' 1 4.92' 7.75' 10.58' 13.42 1.21' 0.44 0.65 0.87 1.09 22 25 28 31 24" 3'-5" ZO& 3.85' 5.91' 3.56 7' 1.73` 3.4' 5.50' 8.97 12.33' 15.75' 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 30" F-3- 2-15' 4.95' 7.10' 4;56 8+ 2 00' 3.4' 6.08' 20.33' 14.58` 18.83' 1.29' 0.66 1.09 1.50 1.91' 26 37 35 40 36" 5 -1" 2.25' 6.08' 8.33' 5.56' 9' 2.24' 3.4' 6.67' 11.75' 16.83' 21.9-7 1.33' 0.81 1.38 1.95 2.51 28 34 39 45 42" 6'-0" 2.34' 7.21' 9.55' 6.56' 10, 245' 3.4" 7.25 13.25' 19.25 25.25 1.3e 0.97 1.70 2.45 3.19 30 37 43 50 48" 6'-9"- 2.43' 8.33' 10.7& 756' IF 2.65 3.4' 7.83 14.58' 21.33 28.084 1.42 1.13 2.04 2.93 3.84 32 39 47 54 54" T-B" 2.52 9.44' 11.96, &56 12' 2,83' 3.4' 8,42' 16.04T 23.75' 31.42 1,46' 1.31 244 3.58 4.72 34 42 57 1 59 60"r B-6" 2.62: 10.56' 13.18' 9.56' 14' 3,00' 4.4' 9.00, 17.50' 26.09 34.50' 1.50' 1.51 2.89 4.28 5.68 36 45 55 64 66- 7.2" 2.71' 11.68' 14.39' 70.56, IT 3.18' 4.4' 1 9.59 18.75 27.92 37.084 154' 7.68 3,25 4.84 6.43 38 48 58 68 72" 10'-0" 2.80' 1 12.80' 15.601 1156' 16, 3.30' 4.4' 10.16, 20.16' 30.16'' 40.16' 1.59 1.89 3.74 5.59 7.45 40 51' 62 73 15" 2-7" 2,27' 4.09' 6.36 4.03 a, 1.22 4.0' 4.63' 7.21' 9,79' 12.37' 1.19, 0.57 0.87 1.15 1.44 23 26 29 32 B E L 6.42' L 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. O 10.40' O 10.I0' Dimensions permitted to allow use of 12' standard pipe lengths. L O Concrete slab shall be deepened to form 'bridge across crown of pipe. See section below. 18" 2'-10" 2,36' 5.12, 7.48' 5 03' 9 1,41' 4.0` 4,92' 7 75' 10.58' 13.42 1.21, 0.66 0199 1.31 1.65 25 28 31 35 24' 3-5" 2.53` 7.19 A 9.71' 7.03 A IF 1.73 4.0' 5.50' 8.92' 12.33 15.75'- 125' 0.85 1.30 1.75 2.20 28 32 36 40 30, 4'-3" 2.70' 9.25' 11.95, 9.03 13' 2.00, 4.0" 6.08` 10,33, 14.58' 18.83" 1.29, 1.10 1.74 2.39 3.05: 31 36 1 41 46 36" 5'-1" 2.8T 11.31' � 14.19 11.03' O 15' 2.24' 4.1Y 6,67' 11.75' 16.83' 21.92' 1.33 1.32 2:21 3.08 3.96 34 40 46 52 -42" 6'-0" 3,05' 13.37' 16.42' 13.03' 17' 2.45' 4.0' 7.25' 13,25' 19.25' 25.25' 1.3& 7.58 2.76 3.91 5.09 38 44 51 58 48' 6'-9" 3.22 15.43 18.65 15.07 19, 2 65' 4.1Y 7.83 14.59 21,3-T 28.08' 1.42' 1,85 3.30 4.73 6.17 41 48 56 63 54" T-B" 3.39' 17.49' 20.BB` 17.03' 21' 2.83 4.0 8.42' 16.08' 23.75'- 31.42 1.46' 2.14 3.95 5.77 1 7.58 1 44 52 61 69 60, 8'-6" 3.56' 19.55' 23.1V 19.03' 23' 3.00' 4.0 9.00, 17.50' 26.00' 34.50' 1.50, 2.45 4.66 6.87 9.07 1 47 56 66 75 66' 9-2" 3.73 21.624 25.35 21.03' 25' 3.18" 4.0' 9.58' 18.75` 27.92 37.084 1.54' 2.88 5.54 8.18 10.84 1 49 59 69 80 72" 10'-0",, 3.91' 23.68' 27.591 23.03' 27' 3.30 1 4.0 10.16' 1 20.16' 30.16' 40.16' 1.58' 3.54 6.61 9.87 13.13 1 52 63 1 74 85 Sod 1, Beveled Or Round Corners Sod Beveled Or Round Corners I \ T 1 UI I .. � x Concrete Slab, 3" Or;5W Thick, EJ \ Reinforced With WWF 4A/ \4 S, TOP -VIEW SINGLE PIPE - - --- �- - S7oPe Soa -� :� �- Ge17er `ar/es se *Slope: 1:4 Miter: To q Pipe For Pipes 18" And Smaller. I 3" Or SW 0 Notes ND� S 3 & 4 q Loc. Ref. 1:2 For Pipes 2,T' And Larger. � \ Deepen Around Outside C \ Z� 1.2 Miter. To q Pipe For Pipes 18 And Smaller. I---s Edge Of Pipe For 5i/Z" Slab 7:Q or $ 1:1 For Pipes 24" And Larger: Concrete Slab, 3" Or 51�" Thick, p Reinforced With WWF 6x6-WI.4xWI.4 ' Sod IL o Concrete Pipe Connector Side Ditch Grade e5 TOP -VIEW MULTIPLE PIPE � \ ail SaddleP. 2 Not c-Than D No Pipe Joint Permitted #4 Bar 6" 5' Sod NOTE: See, sheet 6 for details and notes. Unless Approved By The Engineer 140 E Paid For As F`(ie To BeM Included Under unit SINGLE AND MULTIPLE ROUND CONCRETE PIPE Pipe Culvert: Price For Mitered End -Section) SECTION LAST OZ DESCRIPTION., 2D16 INDEX SHEET REVISIONFDON tn NO. NO. 07101102 ': DESIGN STANDARDS CROSS S DRAIN IVI][ ]E RE D END S E CTION 272 1 of 6CK H 0 Q O Z _ Z Q O Q Z O O Q O p N W m a_ U Q Utizrn z H O j 0 O Q O CL O N O m > ry Z U) aco rL O = U W .� •Q N � O 0 Of Q ZOQ V Wko Z ZLLI Z O- a j t` O Z to C J CL' Z W r) g MH N 0 J cD O (n 10� � \ 7; Q Q (14 Q J p J Ld Z J Z= W= N O C) O Q En- 3�: w F__ Q:� Ld = Q r� m C:)l U 0 LLJ1� d- I tJ7 w 0 N Ld Ld 0 ~ 0 O z In ( 1 GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 N 3 W Ch n W W ry J Q W Q A-0 P r C C14 0 0 75 C.- 1- Q E co .21 N r N N 0 0 75 0) Q I 0 rl- N O O C 0 i U / U / M 0) c 0 0 rn r 0 N O O ^�^^^ n^.•^nn^F •, " o ^F n� nT'., �nn^F "^. ^n^^F ...,nF n^""„�F ^F n ^F ^ ^F �^ ••f � ^F .,� '.F .. ^F ^.f' ^F ^.f' o ^F • Q Z R _ H W t U O O QOON W m a-U �� I A Q Z Uti zNrn o z O j z O Q O � O 0 W > N N O m ry W rL U Q U t 2 H M O O z U w�QN � O 0 Q ZOQ V W Z w Z W Zo aj�` Ztna� J c� cc) Z O Z w U p g ~ MH N 2 Lit 0 N (n 0� Q' \ Q Q N Q 0 LL.LLJ p Z J Z= W= N O C) O Q (n W I— Q:� W _ Q o m U 0 —� W W O 'I 0 O m GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 A-0 P r C C14 0 0 75 MCCORMICK RESERVE PLANT LIST 02 0 Q ui N E Cs i1 CO O O N 11-1 N a� 0 O 75 0) 3 Q I O O N O O C O i U U rn Lo I-, Ln C 0 0 O L� O N O O / LANDSCAPE PLANTING NOTES GENERAL: \\ I �\ PLANT SIZES: All sizes shown for plant materials on the plan shall be considered as \\\ //// minimums. All plant materials shall meet or exceed these minimum requirements for \ � height, spread, trunk caliper and clear trunk. Other requirements for specific shape or �- effect as noted on the plan shall also be required for acceptance. \ �� PLANT QUALITY. All plant material shall be Florida #1 or better and shall be installed as specified in the most current edition of Grades and Standards for Nursery Plants, _ State of Florida Department of Agriculture and Consumer Services, Division of Plant Industry. All trees designated as single -trunk trees shall have a single, dominant leader and a relatively straight trunk. No co -dominate trees will be accepted. All trees designated as multi -trunk trees shall have at least five equal caliper trunks originating at the base of the tree, and extending from the base at angles no less than 45 degrees. Trees with => (� bark inclusion will not be accepted. < Sod shall be Seashore paspalum. Sod shall be clean and visibly free of weeds, noxious aN pests and diseases. ,N, J PLANT QUANTITIES: Plant quantities are provided as a courtesy and should be verified 0 by the Contractor prior to bidding. b N PLANT SUBSTITUTIONS: Substitutions of plant material shall be permitted only after approval of the Landscape Architect and governing municipality. Submission of documented proof that the particular type specified is not obtainable is required. UTILITIES: The location and existence of utilities (overhead and underground) shall be thoroughly investigated and verified by the Landscape Contractor before the work begins in the area of said utilities. Notify Owner if conflict exists. The Landscape Contractor shall exercise care in digging and work so as not to damage existing utilities in said areas, such as underground pipes, cables, wires, etc. The Landscape Contractor shall be responsible for notifying and retaining the appropriate service for the immediate repair of any damage to utilities caused by his work. Call SUNSHINE 48 hours prior to any excavation at 1-800-432-4770. ROOT BARRIER (SEE NOTES BELOW) PLANT INSTALLATION: All plant material shall be installed in strict accordance with ! '—'! '—'! '— ' '—'! I—_ '1[ '- sound nursery practices as prescribed by the International Society of Arboriculture I I —III —III —III III —I (I.S.A.). Plant material to be installed in compliance with all applicable codes and shallI—III—i O include maintenance and water for all work outlined on the plans and specifications until I I ( I I —I I SUA FACILITIES final acceptance. Plant locations may be field adjusted to meet field conditions and III-1 I I 4' MIN. (MAINS, SERVICES, ETC.) brought to the attention of the Landscape Architect. The Landscape Architect's representative shall have the right to reject any work that has not met all requirements SEE NOTE 1 or specifications. All planting holes shall be excavated to a minimum of one and one-half times the diameter of the root ball of plant to be planted and backfilled with planting soil. Plant beds shall be excavated to a minimum of 12", backfilled with soil and slightly compacted. All synthetic burlap, synthetic string or cords, or wire baskets shall be removed before any trees are planted. All synthetic tape (i.e., togging tape, nursery tape) shall be removed from trunks, branches, etc. before inspection. The top one-half (c) of any natural burlap shall be removed, or tucked into the planting hole before the trees are backfilled. All trees, palms and other plants shall be planted with the top of their rootballs no deeper than the final grade surrounding the planting area. CLEAR SIGHT AREAS: All plant materials within the sight distance triangular areas (see plan) shall provide unobstructed cross visibility at a horizontal level between 30" and 6' from pavement. Trees or palms must have limbs and foliage trimmed in such a manner so that no limbs or foliage extend into cross -visibility area. Plant material, trunks/stems, (except required gross or groundcover) shall not be located closer than 4' from the edge of pavement, or further as per local code. PLANTING SOIL: Planting soil shall be a mix of 50% muck and 50% sand for all trees and shrubs. Unless field observation and soil analysis dictates a different composition, this soil shall be tilled into naturally occurring soil on site. All soil shall be reasonably free of weeds, viable weed seeds, pests, diseases, large rocks (over 3" diameter), construction debris (including limbs, stems and irrigation pipe) and other noxious materials. All sodded areas shall have 2" of planting soil. FERTILIZATION: Trees and shrubs shall be fertilized at time of planting with agriform planting tablets, 20-10-5 formula, 21 grams, at manufacturers recommended rate. The use of recycled compost as a soil amendment is recommended. MULCH: All plants and plant beds shall have a 3" layer of clean, weed free, organic shredded mulch (Melaleuca or eucalyptus). No cypress mulch shall be used. Mulch shall contain less than 10% wood chips. All trees in sodded areas shall have a 3' - 4' diameter ring around their base covered with mulch and pulled back 2" - 3" to avoid touching the crown of the trunk. Avoid piling up mulch around shrubs and groundcover bases. Mulch beds shall be a minimum of 1' wider than plants (measured from outside edge of foliage). Pine Tree beds to have pine needle mulch. Where planting areas include a catch basin, delete mulch within 25' of the inlet and replace with erosion control matting, anchored per manufacturer's instructions. Slit fabric to install shrubs as necessary. WATERING: Initially hand water the plant material to develop uniform coverage and deep water penetration of at least 6", maintaining a healthy growing condition until final job acceptance by the Owner or his Agent. Avoid erosion, puddling and washing soil away from plant roots. STAKING AND GUYING: All trees shall be staked or guyed in an upright position per planting details until establishment (minimum of 1 year), using proper horticultural and arboricultural techniques at time of planting. The staking of trees under 4" calipers could be staked with a natural hemp, in lieu of a synthetic material. Nailing into trees and palms for any reason is prohibited. Owners Agent shall remove the stakes within 1 year. SOD: All landscape areas not covered with shrubs or mulch shall be sodded with Seashore paspalum solid sod unless otherwise specified. Sod destroyed during construction shall be replaced at the Contractor's expense. Place sod on smooth sod bed. Remove any rocks, weeds and other debris prior to sodding and seeding and apply pre- emergent as necessary. Sod shall be placed so there are no gaps or voids between pieces. On slopes exceeding 3:1, place length of sod perpendicular to slope direction. Peg sod or otherwise ensure its establishment on slopes. Where sod meets a mulched bed the cut edge shall be even and sharp. Sod level shall not impede water flow from adjacent surfaces. In areas where paved surfaces abut sod or mulch, the final grade level of both surfaces shall be level. EXISTING TREES: All existing trees shall be protected from construction impact injury (see detail). No storage or machinery, equipment or materials shall be allowed within the dripline of the tree. No vehicular or equipment traffic shall be allowed within the dripline of the tree. EXISTING VEGETATION: Landscape Contractor shall remove all existing vegetation consisting of one or more of the following species: Australian Pine, Brazilian Pepper, Coster Bran and Melaleuca. IRRIGATION: Landscape Contractor shall provide a fully automatic irrigation system utilizing electric valves and pop-up spray heads and rotors as shown on Irrigation Plan. System shall provide 100% overlap, using rust free water. A rain sensor device or switch shall be installed which will override the irrigation cycle of the irrigation system when adequate rainfall has occurred. Irrigation system shall be maintained to eliminate water loss due to damaged, missing or improperly operating irrigation heads and other portions of the irrigation system. PRUNING: Pruning of all trees shall meet standards set forth by the International Society of Arboriculture (I.S.A.) MAINTENANCE: All landscape shall be sufficiently fertilized and irrigated to maintain the plant material in a healthy condition until final acceptance. All hedge material screening transformers mechanical equipment and all other above 9 9( ground free-standing utility equipment of enclosure elements), including dumpster enclosure, must be maintained equal to the height of element being screened. SAFETY: All trash and debris shall be removed from the site daily. The site shall be kept neat and orderly at all times. Contractor is responsible for safety on -site for employees and the public. GUARANTEE: All plant material (including trees and palms), and work shall be guaranteed for one year from date of final job acceptance. During the one year guarantee any plant material that dies or is in an unhealthy condition shall be replaced with the some plant type at least equal to the size and quality originally specified. The replacement material shall also be guaranteed for one year from the date of its installation. The guarantee will be null and void if plant material is damaged or killed lightning, hurricane force winds, hail or freeze. SPECIFICATIONS: The Landscape Plan is incomplete without written specifications. NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 7' MINIMUM WITH ROOT BARRIER AND 10' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 4'MINIMUM FROM ALL FACILITIES. 3. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 4. ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". FLEXIBLE BARRIERS SHALL BE 36" PANELS. 5. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. TL] ical Small froo or Pal M froo w ith Foot C3arri(or izC PLAN THREE 2" x 4" x 8' STAKES SPACE EVENLY AROUND TREE PAINT BROWN —� 3" 1 ,13"CLEAR NOT TO 5C& 2 STRANDS OF 14 GUAGE TWISTED GALVANIZED WIRE & TURNBUCKLE THRU FLEXIBLE HOSE CHAFING GUARDS W/ A MIN OF 1" TENSION SWAY WHITE FLAGGING ON ALL STRAPS 3" ORGANIC MULCH RING WIDTH OF PLANTING HOLE NO MULCH TO BE PLACED WITHIN 3" OF TREE TRUNK 3" SOIL BERM TO RETAIN WATER FINISHED GRADE 12" LIGHTLY (' COMPACTED SOIL TYPICAL 1 ��l NOTE: BURLAP TO BE REMOVED UZI FROM TOP HALF OF ROOTBALL PREPARED PLANTING SOIL DO NOT LEAVE NON-BIODEGRADEABLE PLANTING PIT AS SPECIFIED. SEE PLANTING NOTES ON ROOTBALL MIN. 3 X DIA. FOR SOIL & FERTILIZER OF ROOTBALL REQUIEMENTS 5�GfON W r 0 z FINISHED GRADE 12" LIGHTLY COMPACTED SOIL TYPICAL _ NOT TO 5c&1 DUCKBILL "FLUORESCENT ORANGING GUYING SYSTEM W/ A MIN OF 1" TENSION SWAY. STAKE IN 3 DIRECTIONS EVENLY SPACED, PER TREE WHITE FLAGGING ON ALL STRAPS FOR SAFETY 3" ORGANIC MULCH RING WIDTH OF PLANTING HOLE. NO MULCH TO BE PLACED WITHIN 3" OF TRUNK 3" SOIL BERM TO RETAIN WATER —2 W WOOD STAKES OR #5 REBAR 24" LONG BURIED 3" BELOW GRADE IN WELL COMPACTED SOIL -PREPARED PLANTING SOIL AS SPECIFIED, SEE PLANTING NOTES FOR SOIL & FERTILIZER REQUIREMENTS NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOTBALL. DO NOT LEAVE NON-BIODEGRADEABLE MATERIALS ON ROOTBALL -LIGHTLY COMPACTED NATIVE SOIL TFF, 1� FL- NMI NG FAC I NG Pl�-r l I__ 5�CTION NOT TO 5CAL� 18" MIN. SETBACK 3" ORGANIC MULCH RING WIDTH OF PLANTING HOLE CLEAR OF PLANT STEM LOOSEN EXTENTS OF GROUNDCOVER BED 12" TO PROVIDE 6" PREPARED SOIL BELOW PLANT ROOT BACKFILL WITH PREPARED SOIL. PAVEMENT j2"TYP. / ATrrTrk FINISHED GRADE TOP OF MULCH COVER TO BE 2" BELOW FINISHED PAVEMENT GRADE PREPARED PLANTING SOIL AS SPECIFIED. SEE PLANTING NOTES FOR 6" TYP. SOIL AND FERTILIZER REQUIREMENTS NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL - EXCEPT WHEN SPECIFIED, SEE PLANT LIST. 5NFU1� & GFOUNr1COVF_F FL-ANTING 1 IF__T R, SAC ON NOT TO 5C&I 12" COMF 1 NOTES: �v PRUNE AND TIE FRONDS 1. WASHINGTONIA AND SABAL WITH BIODEGRADABLE PALMS INSTALLED W/ BOOTS MATERIAL ONLY AND SKIRTS INTACT, UNLESS OTHERWISE SPECIFIED ON PLAN. REMOVE ALL FRONDS PRIOR TO F NDSSAB TRANSPORT, PALMS ONLY 2. SEE PLANS AND SPECS. FOR PALMS W/ BOOTS TO REMAIN ON TRUNKS. I TWO LAYERS OF BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE BATTONS FIVE 2" x 4" x 18" WOOD x BATTONS PAINTED BROWN Z 3 - 2"x 4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF o NECESSARY) TO BATTONS AND j_j 2"x 4" STAKES. FLAG AT MIDPOINT AND AT BASE 3" ORGANIC MULCH, NOT MULCH SHALL BE WITHIN 3" OF PALM TRUNK 3" SOIL BERM TO RETAIN WATER 2"x 4" x 24" WOOD 12" STAKES PAINTED BROWN BURIED 3" BELOW GRADE IN WELL COMPACTED SOIL LIGHTLY " I'AM COMPACTED PREPARED PLANTING SOIL CO SOIL (TYP.) AS SPECIFIED, OR FILL IN WITH CLEAN EXISTING SITE SOIL AND WASH IN. SEE PLANTING NOTESS FOR SOIL 2 X DIAMETER AND FERTILIZER REQUIREMENTS OF ROOTBALL LIGHTLY COMPACTED NATIVE SOIL FAL- M ICI -ANTI NG & 5TAK'1 NG PF-T 11- 5�Gf ON NOT TO 5C&I 5FC,1ON PLAN RANDS OF 14 GUAGE TWISTED 'ANIZED WIRE & TURNBUCKLE 1 FLEXIBLE HOSE CHAFING GUARDS A MIN OF 1" TENSION SWAY 'E FLAGGING ALL STRAPS :E 2" x 4" x 8' STAKES :E EVENLY AROUND TREE T BROWN GANIC MULCH RING WIDTH 'LANTING HOLE. NO 'H SHALL BE PLACED IN 3" OF TREE TRUNK SOIL BERM TO RETAIN WATER SHED GRADE B OR CONTAINERIZED AP SHALL BE REMOVED ATOP HALF OF ROOTBALL VOT LEAVE ANY NON-BIODEGRADEABLE TRIALS ON ROOTBALL 'ARED PLANTING SOIL SPECIFIED, SEE PLANTING NOTES FOR AND FERTILIZER REQUIREMENTS TLY COMPACTED VE SOIL 5MAL L, TFL F Norco 5CA � SYMBOL QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS SHADE TREES/FLOWERING TREES/SMALL SPECIMEN TREES QV 85 Quercus virginiana Live Oak 14' min. ht, 4" cal., U ct MG 5 Magnolia grandiflora Magnolia 14' min. ht, 4" cal., 6' ct LI 12 Lagerstroemia indica 'Natchez' Crape Myrtle multitrunk, 10' ht SHRUBS, HEDGES & GROUNDCOVERS LP 556 Loropetalum Chinese rubrum Loropetalum 3 gal. 30"x24", 30" o.c. JS 543 Trachelospermum jasminoides Confederate Jasmine 3 gal. @, 36" o.c. SOD SOD 59,949 Paspalum Notatum Bahiagrass (quantity is square feet) SOD2 3590 Stenotaphrum secundatum St. Augustine (quantity is square feet) ANNUALS 630 SEASONAL COLOR (quantity is square feet) ,t1001:4:7e10O[01423 EXISTING TREES: THE SITE INCLUDES PLANTED OAK TREES. THESE WILL BE KEPT IN NATURAL STATE WHEN POSSIBLE. REQUIRED TREES: LOTS REQUIRE 3 TREES PER LOT PROVIDED TREES: 123 TOTAL LOTS 123 x 3 = 369 TOTAL = 369 SEE SHEET C-15 AND C-18 FOR WALL AND FENCE LOCATION AND DETAILS INSTALL SOD SO THAT MOWED LAWN WILL BE FLUSH WITH TOP OF MULCH AND PAVEMENT 3" MULCH— --- M� N., . _. FOR SOIL AND FERTILIZER REQUIREMENTS. 50P 11\15-rALLAVON PINT III, P1 NOT TO 5C&I oc a ZZ� -I- + + Z PROVIDE MIN. 18" SPACING u.g00 _ , - - BETWEEN DIFFERENT PLANT sea TYPES (UNLESS OTHERWISE SPECIFIED) m E d x �{ I I I CIQSE: L', ALL SHRUBS AND GROUNDCOVER M + + + + MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO T LIST FOR + -I- "I- + "I INDIVIDUAL PLANT SPACING 'X'. co /-CURB, EDGE OF PAVEMENT, OR WALL. TYPICAL PANT 5PAC I NG P1 M NOT TO 5CAL� A ROOT BARRIER (SEE NOTES BELOW) _ III-- - „III —III —III—III o e _III —II III —III_ M . C I —I III ICI —ICI —III ICI —ICI —III—ICI— IIIIII�IIII� P(MAI III4' MIN.SUA FACILITIES NS, SERVICES,ETC.) SEE NOTE 1 NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 10' MINIMUM WITH ROOT BARRIER AND 15' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM FACILITIES. 3. ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". FLEXIBLE BARRIERS SHALL BE 36" PANELS. 4. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 5. LARGE PALM TREES INCLUDE ROYAL, WASHINGTONIAN, BISMARK AND SIMILAR SIZED SPECIES. -rgpical Ca+lopq froo or I,arclo Palm Trod with Foot Darrfor NOT TO 5C&I i • H Cn Qry O H W U U O QOON W m 0_ U I A Q 2 �� Utizrn z H O U CL 0 Of O Q O CL_ Q) O 0 W N N O m ry Z ED D U) Q 2 LLI 0 M O O Z U W.�QN I O 0 � Of Q 20Q V W � � Z w Z W 0_ ajL` O 2 V) a J � Q O Z w o 4 MH N w0 0.4 U� A UJ (0 O < V A w Z O O V c0 O N (n 0_ I Q Q N Q 0 LL_ p J LLI LLJ N Z J Z = = O � O Q W � cU—n Iw— D:� LiJ = Q C) m w O U O I- -' W N W 0 'I r U In GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 A-0 W - R 0 N 11-1 N 11-1 N 0 0) I r 0 N O O C i U / U / 0 0) c 0 0 rn / 0 N O O I I 1 I ti ^^\ \\\ I ' / ( 1 °��s i I O�,�r' 1 i 0j'r3 I i o�,�o I i oI I Q o � cn w 3/4" \ 1 1 -70 I -70 1 ( v I I I I 1 I w o z \ I I I I I I 1 I 1 I I Q- 1, i W °J i - 1 z o \ w p 2" IR SEE SHEET IR-1 FORIRRIGATION CONTROLLER DETAILS RIGATION MAINLINE CO T WITHPOINT 1.5" GATE .5" METER 11', I I I I I I 1 I 1 I I d V I I I ( I I 1 I I o 2" x2it o TEE L------ I I 1 1 -- tr---------J --- ------ L r 12 p ----- U �l^Y4 11I v u tr J — D J �.4 REDUCER U a p P v p n p tr 4 a v a tr F Ld a y r V r w r y Z 4 r 4' CO � r....r Iol _- h 3, riY�a '•'r' d y' •;r a w Y y ° r Y W 'gin .... Kr' tia. � r ;� 1.5 22 r ' V Q Z Q _ _._ WEST ORANGE TRA I--ry L.I W J U -- -_ - _. ----- - Z m m o o Q Z p W II II > I II II I awvN W��o O A J 70 �I I i o o H z I I 70 o°zQ"I o cz �Q ZOvn 70 o 1 �o �� -n c70 oo- o CL- It o W>� rL C L`' y a s L a Mo N 0 1 4" 4 1 u G I I I I I I i I tr Q z a _ I I I I I I I I I i i i I mac`` Q o z L I Q Wz WcQz j Z Q a c) z`` � 0 � o g `n 'ta49 ^ W z >a < wo Vw W w z O �O < O c7 H w a �O O H V IRRIGAUM LEGEND 0 TECHLINE SUPPLY POINT OF CONNECTION 'A' Q5 HUNTER ICV SERIES ELECTRIC CONTROL VALVE, ALL DRIP ZONES TO BE EQUIPPED WITH A HUNTER ACCU-SYNC PRESSURE REGULATING MODULE cn 0� � N © HUNTER PRO-C SERIES CONTROLLER, MODEL PC-1 200 Q o = 0 �, "I N W ® HUNTER MINI-CLIK RAIN SENSOR z J_ z p p N FF1 NETAFIM DISC FILTER, SEE PLAN FOR FILTER SIZE a vo-i w Iw- Q:� W _ Q - - - - - CL 200 PVC PURPLE MAINLINE, SOLVENT WELD 00 CL 200 PVC PURPLE LATERAL LINE, SOLVENT WELD NETARM TECHLINE, TLDL9-1210 SCHEDULE 40 PVC SLEEVE I N w O w N SEE PLAN FOR SLEEVE SIZES AND LOCATIONS v II o p Li ' RAIN BIRD 1402 SERIES PC BUBBLER, 0.50 GPM ry C) U) ry GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 48 HOURS BEFORE DIGGING ®CALL(a) TOLE 811 or 1-800-432-4770 SUNSHNE STATE ONE CALL CENTER RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 A-0 • W Q a� m 0 N \ N N N 0 75 0) 7 f I r- O N O O U / U / 0 c 0 0 rn r O N O O NOTE: RAIN BIRD 1806 SPRINKLERS TO BE INSTALLED UNLESS NOTED OTHERWISE. MPR NOZZLES (SIZE PER PLAN) RAIN BIRD 1800-NPCAP RAIN BIRD 1806 SPRINKLER I SCH. 40 STREET ELBOW FLEX PIPE PLASTIC VALVE BOX WITH PURPLE LOCKING COVER 401 CONTROL WIF IDENTIFICATIC TO SPRINKLERS OR DRIP TUBING ALL DRIP ZONE VALVES TO BE EQUIPPED WITH A HUNTER ACCU-SYNC PRESSURE REGULATING MODULE. HUNTER ICV SERIES CONTRM VALVE NTS 1. TECHUNE TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 12 INCHES. 2. TECHUNE TUBING TO BE INSTALLED IN A GRID PATTERN TECHUNE TUBING SHALL NOT BE LL-PVC SCHEDULE 40 RULE 80 PVC NIPPLE I LINE FITTING MAIN SUPPLY LINE RAIN BIRD PRESSURE COMPENSATING FLOOD BUBBLER MODEL 1401 OR 1402 BUBBLER INSTALLED ON LOW VOLUME ZONE. LANDSCAPE ARCHITECT TO DETERMINE BUBBLER FLOW RATE BASED ON TREE SPECIES. NOZZLE TO BE MOUNTED ON RAIN BIRD PA-8S-NP C1IRIIR AnAPTFR INSTALLED IN A LONG CONTINUOUS RUN. PERIMETER LATERALS 4" TO 6" FROM EDGE TECHUNE TUBING LOOP, LINE FLUSHING MAXIMUM UNEAR FOOTAGE OF PVC BALL VALVE ALL TUBING SHALL NOT EXCEED 300 UNEAR FEET. �1 ----------------------------- AREA PERIMETER ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPLED WITH A CRIMP STEEL BAND OR HOSE CLAMP TECHLINE TUBING TO BE BURIED A 12" MAX. SPACINGI MINIMUM OF 3" BELOW PLANT MULCH. L- - - - - - - - - - - - - - - - - AREA PERIMETER NETAFIM TECHUNE MODEL TLDL9-12 I - - - - - - - - - - - - ----� NETAFIM 'V' 2-WAY INSERT, �3/4" PVC TEE * NOT TO EXCEED 5 GPM MODEL TL2WO75MA, 3/4" MPT OR (300 LF TECHLINE) FOR EACH SUPPLY POINT \--3/4- PVC LATERAL LINE NETAFIM TECHLINE CONNECTION POINT AA" NTS 3' MIN. 48' SH GRADE PEI . LATERAL TEE LATERAL PIPE CONCRETE CURB WHERE APPLICABLE PARKING ISLAND OR ROAD SIDE EDGE JL/ dJLld.1 biL /,/, END OF SLEEVE 2' MINIMUM DISTANCE FRONT SECTION/ELEVATION SCHEDULE 40 PVC SLEEVE SEE PLAN FOR SLEEVE SIZE SLEEVE DETAIL NTS OHUNTER PRO-C SERIES MODEL PC-1200 WALL MOUNT IRRIGATION CONTROLLER ANCHOR SECURELY TO WALL 0 1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES 0 2" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS O FINISHED SURFACE RIGHT -SIDE SECTION/ELEVATION ROADWAY/SIDEWALK BASE PARKING ISLAND OR ROAD SIDE EDGE k �k / iil0lfFitIrl, END OF SLEEVE 2' MINIMUM DISTANCE WHEN TECHLINE REQUIRES MULTIPULE SUPPLY POINTS THE TECHUNE FROM EACH POINT SHALL BE CONNECTED UTIUZING TECHUNE FITTINGS. AREA PERIMETER LINE FLUSHING PVC BALL VALVE Age- NETAFIM TECHUNE MODEL TLDL9-12 FROM CONTROL VALVE CONTRACTOR TO REFER TO IRRIGATION PLAN FOR TECHUNE CONNECTION POINTS. ZONE N0. LF TECHUNE FT TECHUNE GPM VALVE SIZE TYPE (1 415 0.0154 6.40 3/4' TECHUNE SOUTH METER j 2 60 0.5 30.0 1.5' BUBBLER ` 3 44 0.5 22.0 1.5" BUBBLER 4 1510 0.0154 23.3 1.5" TECHUNE NORTH METERS 5 92 0.5 46.0 1.5' BUBBLER 6 84 0.5 42.0 1.5' BUBBLER ZONE NUMBER VALVE SIZE GALLONS PER MINUTE WIDTH ►Y VAI COMPACTED .:.:. t ts" IRRIGATION MAIN !.I� OR SUBMAIN TYP. EXISTING SOIL f<l_X«:IIIii�i�� ALL TECHUNE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPLED WITH A CRIMP STEEL BAND OR HOSE CLAMP CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPULE TECHLINE SUPPLY CONNECTIONS. MULTIPULE TECHLINE CONNECTION SUPPLIES FROM SINGLE CONTROL VALVE NTS PVC IRRIGATION LATERAL AREA PERIMETER TO NEXT DRIP SUPPLY POINT WHERE APPLICABLE NOTE: 1. TECHLINE TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 12 INCHES. LINE FLUSHING PVC BALL VALVE 2. TECHUNE TUBING TO BE INSTALLED IN A GRID PATTERN. TECHUNE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. IRRIGATION NOTES 1. THE HEAD LAYOUT HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE HEAD LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. 2. SET SPRAY HEADS 3" AND ROTORS 6" IN FROM BACK OF CURB OR 12" IF PAVEMENT HAS NO CURB. 3. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE PROJECT MANAGER AND THE LANDSCAPE ARCHITECT. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS -CONTRACTOR SHALL VERIFY THEIR LOCATION. 4. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPERATE, SMALLER CONDUIT. 5. MAINLINE AND VALVES ARE SHOWN IN SCHEMATIC FORM. LOCATE AS NOTED ON PLANS. 6. LOCATE ALL VALVES A MINIMUM OF 12" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. 7. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS -BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS -BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. 8. ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED. 9. ALL VALVES SHALL BE INSTALLED IN A CARSON PLASTIC VALVE BOX WITH PURPLE LOCKING LID. 10. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION. 11. VERIFY CONTROLLER AND MAINLINE CONNECTION LOCATIONS AT PROJECT SITE WITH OWNER. 12. ELECTRIC SERVICE TO THE IRRIGATION CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 13. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: CONTROL WIRES - #14-1 RED COMMON WIRE - #14-1 WHITE 14. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. 15. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WaterSense PLUMBING FIXTURES AND Energy Star APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES. 16. DEVELOPER / CONTRACTOR SHALL COORDINATE WITH THE UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING: 407-905-3159. 17. ALL PIPE,VALVES, HEADS AND BOXES SHALL BE PURPLE IN COLOR. 18. THE LANDSCAPE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT WATER WASTING, SUCH AS DIRECT SPRAY ONTO BUILDINGS, ROADWAYS, DRIVEWAYS OR OTHER HARDSCAPE. i � Z _ 1�1 W z cn m o o v Q _ O o Q�oN w m d U Q Utizrn z g o U uj a�otI CL m % L 0 o Q O >_ W> NCL N o m > W U) a co Mo U O 0 m Q Z2Q V W Z W Z W CL aj�` Z to a J Z � O W o g MH N c/11 w A � �O > I�+q 0 '' w (n � A � �w z ,� w o �o <V � �O V L6 V cfl 0 � � N \ 0 Q Q N Q o o \ W= N Z J Z= O O Q � w � 1' W = Q c m � U � 0 • I 0 GROUP FLORIDA ENGINEERING BUSINESS NO. 2966 RICHARD C. WOHLFARTH P.E. P.E. NO. 20044 2/22/16 W16; DRC Meeting on for P & Z on 02/09/16 on 02/16/16 to 03/15/16 'omments due 03/07/16 'omments due 03/0/16 mmen rarK Hrnenizy uenter ,uj-ZuIs-UW IHian 1 10/12/20151 2nd !Comments sent 11/16/15 Casa Mirella !Plat 02/05/16 2nd CComments due 02/22/16 'Comments sent 02/19/16; DRC Meeting City Center West Orange ' LS-2015-008 _. ; Final Site Plan 01/13/16 2nd 103/01/16; Scheduled for P & Z on 03/09/16 Crown Pointe Cove i. Plat 12/09/15 ; 2nd Comments due 03/14/16 Small Scale Site Crystal Investments SS-2016-001 !Plan i 12/21/15 j 1st ;Comments sent 02/10/16 ' Small Scale Site Cubesma iSS-2016-002. Plan 02/17/16 1 ._ 2nd Comments due 03/02/16 _ , ._. - Comments sent 01/04/16; Scheduled for P & Z on 01/12/16, Continued to 02/09/16 and iAX-08-15-55 & ;Annexation & ;City Commission on 02/16/16 and 03/01/16 Daniel/Ray Property Z-1 5-08-08 lRezoning ; 12/0 /15 1 2nd Approved Preliminary/Final Daniel/Ray Subdivision , .__. LS-2015-010Subdivision � Plan 01/19/16 2nd ;Comments sent 02/16/16 Final Subdivision Eagle Creek of Ocoee LS-2016-001 1Plan 12/22/15 1st !Comments sent 01/21/16 _. !Utility letter sent; Pending scheduling for m Georgia Street Vacate VAC-15-022 `ROW Vacation 07/01/15 1st City Commission Current Project Report March 2016/Review 3/3/2016 1 of 2 { 1. k tr 1.. :-L .t £ is € . � .s.. { . } @ Y h KA„ s .v? � F k k' 3 �. f lrc � >ti r{. c2 .., , .. v.r,n .I 9 4 : l S. t a€, mY C2 €cSF.i € , �I' �, .. 5., ; t t t �..i 4 , { a f x .Y ', � t v'+, , i` ,: .z F � t.N. fi� t k i t ,r, f,-,. ,.,. � �S v.. xt- ?�:,�, 1, e, i ,, rr � X � ., 1. i C t ,• ,'C t. U a.. ,, r ,f„ `}� t :. 't , t i w t FU .. f,.t, t.. e, rr4. z r Y �• t-- i, f.- } d rza, 4, uYttt. ,�? x ro t't�. F. �, it a � °. ,, ,r Yi '•� .,,. 1 4 ,. , i... } v A �F �3 .w sY � rc, , r k ,U3, si, J ,, r t f , ,,,.r ,,,, .."•:? � { ? �,,. ,. i, � €. . �5. .,, , ro it r A. rc f .`42 ,�. n .�,. r3 f c r .�?•<.,,, f s. 'Preliminary/Final 'Comments due 03/09/16; DRC Meeting on Oak Trail Reserve PUD LS-2016-002 JSubdivision Plan 01/19/16 2nd 103/01/16; Scheduled for P & Z on 03/08/16 Comments due 03/10/16 - Approved - Ois at Lake Bennet Apartments LS-2014-007 !Final Site Plan 02/24/16 3rd Pending Final Plans -- w P & Z on 08/26/15 and City Commission on ' RZ-15-05-03 & PUD & PSP 109/15/15 - Approved, Pending approval of Ocoee Crown Point PUD i LS-2015-006 ;Amendment 1 08/07/15 ' 2nd the legal description Comments due 02/11/16; partial comments ' Final Subdivision sent 03/02/16 - waiting for irrigation Ocoee Crown Point PUD LS-2016-003 Plan for Ph 2A 01/27/16 i 1stcomments !Small Scale Site i - - Ocoee Dunkin Donuts �SS-2015-006 Plan 01/13/16 3rd Comments due 03/08/16 �„ _.:�. Ocoee Landings PUD I`VAC-15-023 ROW Vacation 01/15/16 2nd Comments sent 02/18/16 - �� _ - L _ j 'Comments sent 02/16/16; DRC Meeting on Final Subdivision 102/02/16; Scheduled for P & Z on 02/09/16; Ocoee Landings PUD LS-2015-007 Plan 01/15/1`6 3rd Pending scheduling for CC — „ Ocoee Pines ,LS-2015-002 i FSP - Revisions 1 03/01/16 1 1st !Comments due 03/09/16 Ocoee Pines Phase 1 Plat 1 st ;Comments due 02/22/16 ..__ i � f Ocoee Town Center Ph 2 1Plat 02/19/16 1st `Comments due 03/16/16 ,Small Scale Site Ocoee Town Shops SS-2015-005 I Plan 02/26/16 3rd `..Comments due 03/15/16 Preliminary/Final Ocoee West Rd Charter School LS-2016-004 !Site Plan 02/03/16 1st 'Comments due 02/17/16 n , Palmer Lot Split - 790 Pine St Lot Split 02/04/16 2nd Comments sent 02/24/16 AX-01-16-57 & IAnnexation & Silver Star Rd PUD RZ-16-01-01 !Rezoning to PUD 01/11/16 2nd Comments due 03/08/16 Solomon -Barrett PUD (FKA Buchman 1 Comp Plan Propert iGPA-2015-001 ;Amendment 02/24/15 1st Comments sent 04/01115 Current Project Report March 2016/ eview 3//2016 2 of 3 Y t f 3 3 t S T- f "2 1. x�y,,. 2z•, s` �•.v =,S, �iti A'i: �� 4 t .� 1 .. z'3^S,,.0 t. ,+si ... _.. , „ r ,,._._ ,., .... ,:✓�,,..... ,,, ,} ,T��.., �,=3 ,,, _,.., , , n �,.�., z „V'ii�', .t�,,,,�1`t4'�,'�H��..3� 7��.._, <�_�"tyv?„a�2�'�.;a?t`� i.C.�4..,�....s4s.ra ta�..tt>�4 14.t14:e1v:ra�`�.�E>u�st,�'"'iz`�,�v�..;�x.a.�.��ii,vt,,.�rz�.3 ay��,i�� ., t�i .,... 4y, � `, i C� `�. ,�,z 4k, � ,h;. .� f v } � � t, .t .-., Y, ,, ,: ,,, z �t =, v:. I , �.AS .. : .?.. : .�24. �`�'. ,1. v, ,'.. :: .tt ✓ a.,.. ., .v== .», k,.,F , ,..,.., v,1•,:..� ,: 4,, ,., ..,, :.. „nat,. . ,,,..: S,iF.t f: r, .. . s. , { ,:.. . Solomon -Barrett PUD (FKA Buchman:; Property) RZ-15-07-07 'Rezoning to PUD 07/14/15 j 1st ;Comments sent 08/13/15 estyn Bay Commercial ILS-2015-005 Plat 11/18/15 ` 2nd !Comments due 03/1 /16 i` NO E st a City Commission i y .�. Meeting @ 7:15pen ! HRDB �}a 7:00 prr� Comm. Chambers l U Conference Room 6 7 8 9 10 11 12 Planning & Zoning; Spring Fling Commission @ Bill Breeze Park 7:00pa a t Comm. Chambers 13 14 15 16 17 18 1 Election Presidentialy, Acvie in the Mayon& District3 Happy St. Patty's Vark First Day of Spring yl ht l7k li y g �� a Food Truck Savings Time City Commission Urldiry Rle ia� Ca►i eEted VffB as needed 20 21 22 23 2 Parks & Rec. Efit° Advisory Board Code Enforcement Eggstravaganza 6:00 p.m. Board @ 7:00 p / ai Ocoee Lakeshore Comm. Chambers s Center" Good Friday mow. 27 28 29 30 31 b,