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HomeMy WebLinkAbout08-09-2011 Agenda PacketF c,._ , Mayor S. Scott Vandergrift Citv Manaver Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) August 9, 2011 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 7:00 PM A. Minutes of the Planning and Zoning Commission Meeting held July 12, 2011 B. OAK TRAIL RESERVE PUD PRINCIPAL PLANNER FABRE 1. Amended Final Subdivision Plan III. OLD BUSINESS IV. NEW BUSINESS A. LEXINGTON PARK AT OCOEE 1. Preliminary/Final Site Plan B. OCOEE TOWN CENTER 1. Preliminary Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. August Calendar VI. ADJOURNMENT PUBLIC HEARING PRINCIPAL PLANNER FABRE PUBLIC HEARING PRINCIPAL PLANNER FABRE \\OCOEEFS1\Community Development\Planning Division\P & ZWgendas\2011\August 9, 2011 P & Z Agenda.doc 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 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER II. A. MINUTES OF THE PLANNING AND ZONING COMMISSION MEETING HELD ON J U LY 12, 2011 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JULY 12, 2011 CALL TO ORDER Chairman Campbell called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice Chair Golden, Member McKey, Member Sills, Member Dillard, Member Morris and Member West. Also present were Assistant City Attorney Watson, City Planner Rumer, Principal Planner Fabre and Recording Clerk T. Williams. ABSENT: Member de La Portilla (A/E) and Member Hollingsworth (A/E) ELECTION Bradley Campbell was nominated for Chairman. Vice -Chairman Golden, seconded by Member McKev, moved to accept Bradelv Campbell as the Chairman for a vear term. Motion carried unanimously. Jim Golden was nominated for renewal as Vice -Chairman Member West, seconded by Member Morris, moved to accept Jim Golden as Vice - Chairman for a vear term. Motion carried unanimously. CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, March 8, 2011. Vice -Chairman Golden. seconded by Member McKev. moved to accept the minutes of the March 8. 2011. Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS -none NEW BUSINESS DONAHUE (120 1ST STREET) City Planner Rumer gave a brief history of the project and reason for annexation and desired zoning change. The property is located within an existing enclave; it already benefits from City police and fire services. The request from annexation came about when the property was being sold. The purchaser needed potable water and could not find a well the applicant paid the annexation fee and now receives water from the City. The initial zoning in consistent with the Future Land Use Map requirements. Planning and Zoning Commission Meeting July 12, 2011 DISCUSSION Member Mckey inquired who handles police services in the area. City Planner Rumor stated presently the Sheriff but, once annexed into the City services will be provided by the City of Ocoee Police Department through a mutual aid agreement. Member McKey inquired of the legalities concerning an easement or driveway. City Planner Rumor stated the City is not creating a parcel and they are still in the process of obtaining a metes and bounds survey. There was water in front of the property and a public easement a little further down the road. Vice -Chairman Golden inquired where the home is located on the property. City Planner Rumor stated he was not sure of the location of the home on the property. Public Hearina-Opened No comment Public Hearing -Closed Vice -Chairman Golden. seconded by Member McKev. moved to recommend approval of the annexation and rezoning R-1A of Donahue (120 1st Street) based upon staff recommendation. Motion carried unanimously. EAGLE CREEK OF OCOEE Principal Planner Fabre gave detail of the property location and Future Land Use requirements. The PUD was approved in 2008. The preliminary subdivision plan proposes a total of 254 residential units; 80 townhomes and 174 single-family detached homes. The applicant requested three waivers: 1. Increased in ground signs from 2 to 4 2. Increase of the sign copy area from 18 sq. feet to 35 sq. feet 3. Increase the signage ground height from 6 feet to 9.5 feet They will be making significant roadway improvements and certain right-of-way dedications that would ultimately enhance vehicular and pedestrian circulation. DISCUSSION Further discussion ensued regarding the roadway improvements. Public Hearina — Opened Tracy Crowe of Littlejohn Engineering admitted they have experienced delays in determining the accurate floodplains. They have gotten a physical model of the floodplains and moved forward with submitting the PSP. She gave some background on the property activities from the original owners through the current day. Further, she explained how once the arsenic was detected in the soil, Chevron (current owner) stepped up to handle the clean-up. Member West inquired of the projected date for ground breaking. Tracy responded that the ground breaking is a few years out as they 2 Planning and Zoning Commission Meeting July 12, 2011 need to work through the PSP phase and clean-up process to ensure the property is safe for development. Vice -Chairman Golden inquired if they had the letter of map revision from FEMA. Tracy stated they did have a L.O.M.R. approved by the county and included in the plans they have tonight. Vice -Chairman Golden inquired more about the arsenic clean-up that will be completed in phase one of development. Carla Baker of Chevron stated they will be integrating their remediation into phase one infrastructure work. They have been doing studies over the last three years and have determined the locations of the arsenic concentrations and are currently doing the preliminary grading plan by removing the soil which is unsuitable for development through a surgical excavation. Vice -Chairman Golden inquired about groundwater contamination. Carla Baker stated there is not any groundwater contamination and has never been. Vice - Chairman Golden inquired if once the arsenic is removed, will there be any type of deed restrictions for water use? Carla Baker responded no, there will be potable water lines available. Chairman Campbell inquired if the subdivision will have access to the City's irrigation and water network. Carla Baker stated yes through a development agreement with the City but, they will have to pipe for drain water. Vice -Chairman Golden inquired if Chevron will have any objection to adding to condition 56 that the Department of Environmental Protection approves the clean-up plan prior to homes being built. Carla Baker stated yes, they are exempt from D.E.P oversight; further, stating they are processing the clean-up as if it were under D.E.P oversight and that they have a professional engineer assigned to the clean-up. Vice -Chairman Golden inquired if the City has been provided any proof that the sight is exempt from D.E.P. oversight. Carla Baker stated they have not provided any type of proof. Vice -Chairman Golden stated that without the proof of the D.E.P. oversight exemption, he is going to move to add to condition 56 approvals by D.E.P. Vice -Chairman Golden inquired to what level the arsenic will be cleaned up. Carla Baker stated it will be cleaned up to residential standards. Vice -Chairman Golden inquired where the arsenic was detected on the property. Carla Baker using the overhead showed where the arsenic has been detected and explained how the arsenic levels were deposited at the location. Vice - Chairman Golden inquired to the depth of the contaminated soil pockets. Carla Baker stated it varies depending on the soil type and the attractiveness of the arsenic to that soil type. Member Morris inquired if Chevron will be the developer of the subdivision. Carla Baker stated they will stay involved in the development process but, may not ultimately be the developer. Member Morris inquired of the number of school age children compared to residential units. Carla Baker explained they did a preliminary review with Orange County School Board but, will be meeting with them again to get a more accurate count. Member McKey restated that he too would like to see a proof of D.E.P. oversight exemption. Carla Baker stated according to their development agreement with the City; they have to provide a remedial action work plan and a final report after the clean-up has been completed. Public Hearinq — Closed 3 Planning and Zoning Commission Meeting July 12, 2011 DISCUSSION Vice -Chairman Golden stated he does understand that some agricultural properties can be exempt from D.E.P regulation but, in his experience, it is unusual especially with residential development. He further stated he would like to see additional language added to Condition 56 requiring the developer to provide the City with proof that they are exempt from D.E.P. oversight. Member Mckey inquired if a registered geologist approval will be sufficient. Vice -Chairman Golden stated all professionals have different opinions and if professional approvals were sufficient; there would not be a Department of Environmental Protection. Assistant City Attorney Watson stated it is not likely that D.E.P. is going to give them a certificate stating they are exempt. The board has several options; change the condition of approval going forward at FSP or make it a condition of approval of the board recommendation going to the commission that documentation be provided or it can be deferred to FSP as a concern that needs to be addressed. She further stated proof, in the traditional sense, may be difficult to obtain. The board may need to be satisfied with an attorney's opinion. Member McKey inquired if there are any transcripts or meeting minutes they can provide of their meeting with D.E.P. Member de la Portilla inquired of the legal requirements that the developer will have to provide to the buyers. Assistant City Attorney Watson stated if they are not regulated by D.E.P. regulations, there may not be any requirements. Carla Baker stated that when the property was originally transferred to them, there were already deed restrictions which will carry forward. Further, the developer will be providing full disclosure to the buyers of the property's history and the clean-up requiring a signature agreement from the buyer. Member de la Portilla inquired if staff is satisfied that the disclosures will protect the City from future lawsuits. Assistant City Attorney Watson stated there is nothing that the City has oversight of that requires a certain set of disclosures. There is no case law to support any furture liability to the City for approving this project. Member Morris inquired if D.E.P could be contacted directly concerning the exemption of this site. Assistant City Attorney Watson stated it will be as useful as the person who answers the phone. Vice -Chairman Golden stated meeting minutes from their meeting with D.E.P. will be useful as long as there has not be a sufficient time lapse as arsenic regulations have been changed. Chairman Campbell stated he is not comfortable changing the condition but, would like to recommend to the commission that they are comfortable with documentation they may receive regarding the exemption. Principal Planner Fabre stated this is something that can be addressed at the staff level and satisfied prior to FSP approval. Vice -Chairman Golden stated he would like to have notation in the staff report and a copy of the document provided to the Planning and Zoning Commission that they requirement for exemption has been met prior to FSP approval. Vice -Chairman Golden. seconded by Member McKev. moved to recommend approval of the Preliminary Subdivision Plan for Eagle Creek of Ocoee subject to 4 Planning and Zoning Commission Meeting July 12, 2011 the satisfaction of the outstandina staff comments prior to the Citv Commission action and that the developer provide the Citv with written proof of exemption from oversiaht of the arsenic remedial action planned on the site from the Florida Department of Environmental Protection prior to their Final Subdivision Plan approval. Motion carried unanimously. MISCELLANEOUS City Planner Rumer informed the board that Littlejohn and Chevron has partnered with them to test new software. City Planner Rumer stated there will be a meeting next month. Member McKey thanked the staff for forward thinking when reviewing projects. City Planner Rumer stated the board will be presented with a mobility plan in the near future. ADJOURNMENT The meeting adjourned at 8:14 p.m. Attest: APPROVED: Tisha Williams, Recording Clerk Bradley Campbell, Chairman ITEM NUMBER II. B. OAK TRAIL RESERVE PUD AMENDED FINAL SUBDIVISION PLAN Mayor, S. Scott Vandergrift Citv Manauer Robert Frank ire Center of Good Ll v, STAFF REPORT DATE: August 2, 2011 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner SUBJECT: Oak Trail Reserve Amended Final Subdivision Plan Project # LS-2011-001 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning and Zoning Commission recommend approval of the Amended Final Subdivision Plan (FSP) for Oak Trail Reserve PUD? BACKGROUND: 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 33.94 acres in size of which 3.1 acres are designated as conservation/wetlands. The PUD was officially approved by the City Commission on August 17, 2004 for a maximum of 140 dwelling units. The subject property is currently undeveloped and is partially covered with trees mostly on the south side of an isolated wetland and along the eastern boundary of the property. The remainder is open field. The property is currently zoned PUD Low Density. The Future Land Use designation is "Low Density Residential' which allows up to 4 dwelling units per acre. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Rural/Agricultural Orange County (A-1) Large -lot sinqle-family residential. East Low Density Residential, City of Ocoee (R-1AA) Vacant Undeveloped Land Conservation/Floodplains South Low Density Residential East: City of Ocoee (R-1AA) East: Single-family dwellings West: Orange County (A-1) I (Orchard Park subdivision) West: Vacant Undeveloped Land West Low Density Residential City of Ocoee (PUD) Vacant Undeveloped Land (Arden Park) On September 2, 2008, the City Commission reviewed and approved the Final Subdivision Plan (FSP) which consisted of just single-family dwellings. Subsequently, the Applicant is requesting to incorporate townhomes into the FSP. The Applicant is also amending the Amended Land Use Plan in order to better situate (minimum square footage, setbacks, et. al.) the new townhome and single-family products. The Final Subdivision Plan as proposed is consistent with the approved Preliminary Subdivision Plan (PSP). Planning and Zoning Commission Meeting Date August 9, 2011 Page 2 of 3 DISCUSSION: The Amended Final Subdivision Plan (FSP) proposes 45 single-family residential lots and 56 townhome units with associated infrastructure. Therefore, the FSP has a total of 101 dwelling units which does not exceed the underlying land use density cap. The maximum gross residential density proposed is 3.6 dwelling units per acre. The FSP layout has the townhomes on the southern portion of the site and to the north the single-family portion. The minimum lot size for the single-family portion is 75 feet by 125 feet and 20 feet by 90 feet for the townhomes portion of the site. The minimum dwelling size for the single-family portion is 1,800 square feet and 1,400 square feet for the townhomes portion. As shown in the FSP, Oak Trail Reserve will be developed in one phase, and will include a recreational facility with a community clubhouse. There are approximately 3.1 acres designated as conservation/wetlands (Tract "D") which include the corresponding 25-foot upland buffer area. The isolated wetland (Tract "C-1") to the south and center of the site is proposed to be used for an environmentally enhanced stormwater retention area consistent with the Annexation Agreement dated August 21, 2001. Use of the isolated wetland would also involve mitigation of all wetlands replaced within the tract and adjustment to the 100-year floodplain elevation. The St. Johns River Water Management District (SJRWMD) will review and permit for acceptability as it relates to water quantity and water quality. The Oak Trail Reserve FSP will have two (2) access points into the site; one which is from the northward extension of Clarke Road near the wetland, and the second access approximately 600 feet north of the south access point. Access into the site will utilize the extended Clark Road roadway. Accordingly, the developer/owner has provided road right-of-way for the widening of Clarcona-Ocoee Road and West Orange Trail realignment, and the northward extension of Clarke Road. The extension of Clarke Road resulted in a remnant parcel that was dedicated to the City. This remnant parcel is triangular in shape and consists of approximately 1.6 acres of land. It is located between Hobson Road & Clarcona-Ocoee Road intersection and the northward extension of Clarke Road. The Developer will be constructing the eastern two lanes of the Clarke Road Extension with this FSP Approval. Additionally, the Developer is to remove the abandoned Hobson Road pavement upon opening of the Clarke Road extension/realignment. Future utilization and improvements on the Clark Road extension and realignment improvements will be further facilitated by the Arden Park Subdivision developers. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on August 2, 2011 and reviewed the Amended Oak Trail Reserve FSP. The applicant was notified of some minor outstanding issues that need to be resolved prior to the item being scheduled for City Commission action. All of these issues were discussed and changes to the plans were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Amended Oak Trail Reserve FSP, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. Planning and Zoning Commission Meeting Date August 9, 2011 Page 3 of 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend Approval of the Amended Final Subdivision Plan for Oak Trail Reserve PUD, subject to the satisfaction of the outstanding staff comments prior to City Commission action. Attachments: Location Map; Future Land Use Map; Zoning Map; Aerial Map; Amended Oak Trail Reserve Final Subdivision Plan LAKE SIMS x Oak Trail Reserve Location Map / T� Oak Trail Reserve Future Land Use Map Ocoee Community Development Department 1 inch equals 609.73211 feet 200100 0 200 400 600 Feet Printed: August 2011 Wi Subject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Commercial Light Industdal Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies Oak Trail Reserve Zoning Map � ,. 1 inch equals 609.73211 feet 210105 0 210 420 630 Feet —AM Printed: August 2011 OSubject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 AAA) Single -Family Dwelling Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) Two -Family Dwelling Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping Community Commercial General Commercial (C-3) Restricted Manufacturing & Warehousing =General Industrial Commercial (PUD) Z Low DensitV (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies TROUTLAKE PL A NNED UNI T DE VEL OPMEN T CITY OF OCOEE TOTAL GROSS ACREAGE (BEFORE CONVEYANCE) 38.62 ACRES TOTAL GROSS ACREAGE (AFTER CONVEYANCE) 33.94 ACRES WETLAND AREA 3.10 ACRES ORANGE COUNTY. FLORIDA NET ACREAGE 30.84 ACRES EXISTING ZONING PLANNED UNIT DEVELOPMENT (PUD) EXISTING FUTURE LAND USE DESIGNATION LOW —DENSITY RESIDENTIAL (MAX. 4 DU/AC) PHASING ONE PHASE PARCEL ID- 33-21-28-0000-0-0--021;DWELLING UNITS 101 (45 SINGLE—FAMILY DETACHED, 56 ATTACHED TOWNHOME) 022 MAXIMUM DWELLING UNITS 140 APPROVED PER PUD ZONING MAXIMUM GROSS DENSITY (PER LAND USE PLAN) 3.6 DU/AC PROPOSED GROSS DENSITY (AFTER CONVEYANCE) 3.0 DU/AC PARCEL ID- 04-22-28-0000-00- 13 OPEN SPACE REQUIRED: OPEN SPACE PROVIDED: 30% X 38.62 AC= 11.59 AC LANDSCAPE BUFFERS (TRACTS H, I, J, M, N. & Q) 1.005 AC GENERAL OPEN SPACE (TRACTS Al & K) 3.087 AC CITY CONVEYANCE (TRACT E) 1.699 AC WEST ORANGE TRAIL CONVEYANCE (TRACTS G & P) 0.834 AC UPLAND BUFFER (TRACT D1) 0.521 AC FEBRUA RECREATION AREA (TRACT 0+) 0.873 AC R Y 9 2007 CONSERVATION AREA (TRACT D2) 3.197 AC % OPEN SPACE IN RETENTION TRACTS (PARTIAL TRACTS A2, C2 & C3) 1.015 AC TOTAL OPEN SPACE PROVIDED 12.231 AC REVISED- * A COMMUNITY MEETING ROOM AND RECREATIONAL JUNE 29, 2011 AMENITIES WILL BE PROVIDED TO MEET THE CITY OF OCOEE'S LAND DEVELOPMENT CODE. UTILITIES WATER SERVICE ORANGE COUNTY SANITARY SERVICE ORANGE COUNTY RECLAIMED WATER CITY OF OCOEE FIRE FLOW (500 GPM DETACHED UNITS; 1000 GPM ATTACHED UNITS) AVG. DAILY USE (101 ERU X 350 GPD/ERU)= 35,350 GPD PUBLIC ACCESS ROADS WILL BE PROVIDED THROUGHOUT THE PROJECT. RESIDENTIAL PARKING REQUIRED: RESIDENTIAL PARKING PROVIDED: 45 SFR DETACHED (MIN. 2 SPACES/UNIT = 90 SPACES) (2 SPACES) X (45 UNITS) = 90 SPACES 56 ATTACHED TOWNHOME (MIN. 2.25 SPACES/UNIT = 126 SPACES) (2 SPACES) X (56 UNITS) = 112 SPACES ADDITIONAL OFFSTREET PARKING = 34 SPACES TOTAL PARKING REQUIRED = 216 SPACES (EXCLUDES REC AREA) TOTAL PARKING PROVIDED = 236 SPACES (20 SPACES SURPLUS) (EXCLUDES REC AREA) TOTAL RECREATION AREA PARKING PROVIDED = 10 SPACES + 2 ADA SPACES = 12 SPACES MINIMUM LOT SIZES (SFR DETACHED) 75' X 125' MINIMUM LOT SIZES (ATTACHED TOWNHOME) 20' X 90' MINIMUM DWELLING SIZE (SFR DETACHED) - 1800 SF MINIMUM DWELLING SIZE (ATTACHED TOWNHOME) 1400 SF BUILDING SETBACKS (MEASURED TO THE WALL OF BUILDINGS) SFR DETACHED FRONT 25' REAR 30, SIDE 7.5' SIDE (ADJACENT TO ROW) 25' ATTACHED TOWNHOME FRONT 20' REAR 15' SIDE (INTERIOR) 0' SIDE ADJACENT TO ROW 20' MIN. BUILDING SEPARATION 20' MAXIMUM BUILDING HEIGHT 35' BUFFER REQUIREMENTS: MIN. WIDTH BUFFER TYPE: CLARKE RD. / HOBSON RD. 10' PLANTING WITH 6' BRICK WALL TROUT LAKE ROAD 10' PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL WEST ORANGE TRAIL 10' PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL NOTESi 1. ONE COMMUNITY MEETING ROOM WILL BE PROVIDED FOR THE PROJECT (740 SF). 2. RECREATION AREAS TO BE WITHIN TRACT '0' AND OPEN SPACE AREAS: TRACT '0' WILL INCLUDE A SWIMMING POOL AND TOT LOT. OPEN SPACE AREAS MAY INCLUDE PEDESTRIAN TRAILS, OPEN PLAY FIELDS, BOARDWALKS AND PICNIC AREAS. 3. PEDESTRIAN TRAILS, BOARDWALKS, AND STORMWATER RETENTION SHALL BE ALLOWED WITHIN THE 100 YR. FLOOD PLAIN FOR RECREATIONAL PURPOSES. 4. STORMWATER MANAGEMENT CRITERIA SHALL CONSIST OF AN ON —SITE RETENTION SYSTEM WHICH WILL COMPLY WITH THE CITY OF OCOEE, THE WATER MANAGEMENT DISTRICT AND THE CITY OF OCOEE ANNEXATION AGREEMENT. 5. FEMA CLOMR APPLICATION PENDING. AREAS TO BE REMOVED FROM 100YR FLOOD PLAIN: SFR LOTS 1-3, 33-43, TH LOTS 1-15, 51-56 TRACT S, TRACT R AND TRACT 0. 6. GOPHER TORTOISES SHALL BE RELOCATED IN ACCORDANCE WITH FFWCC STATE REGULATIONS. CENTER LAKE PROPERTIES, LLLP 102 W. PINELOCH AVE, SUITE 10 ORLANDO, FLORIDA 32806-6133 PHONE: (407) 859-3550 FAX: (407) 650-0303 PRESIDENT: JIM CARUSO CONTACT: RICHARD GONZALEZ SURVEYOR TINKELPAUGH SURVEYING SERVICES, INC. 379 W. MICHIGAN STREET, SUITE 208 ORLANDO, FLORIDA 32806 PHONE: (407) 422-0957 FAX: (407) 422-6915 0 N.T.S. i� W. KEENE ROAD LAKE O� > MEADOW P�E Z VICIN17Y MAP APPLICANT MATTAMY HOMES 400 PARK AVENUE SOUTH, SUITE 220 WINTER PARK, FLORIDA 32789 PHONE: (407) 599-9994 FAX: (407) 599-9998 CONTACT: STEVE PARKER AMERICAN SURVEYING AND MAPPING 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 PHONE: (407) 426-7979 FAX: (407) 426-9741 CML ENGINEER / PLANNER PROFESSIONAL DESIGN ASSOCIATES, INC. P.O. BOX 140834 ORLANDO, FLORIDA 32814-0834 PHONE: (407) 898-1530 FAX: (407) 898-2644 GEO7ECHNICAL ENGINEER YOVAISH ENGINEERING SCIENCES, INC. 953 SUNSHINE LANE ALTAMONTE SPRINGS, FLORIDA 32714 PHONE: (407) 774-9383 FAX: (407) 774-7438 SHEET INDEX 1. 111 11 1 1 I'll COVER SHEET 2. CONDITIONS OF APPROVAL & UTILITY ASSET TABLE 3, GENERAL NO TES 4, MA S TER SITE PLAN 5, MA S TER SANITARY AND WATER PLAN 6. MA S TER REUSE WA TER PLAN 7=10, MA S TER GRADING AND DRAINAGE PLANS 11-18. PLAN AND PROFILE SHEETS 19-22, OFF —SITE PLAN AND PROFILE SHEETS 23-25. TRA C T LA POUT 26. MA S TER S TRIPING AND SIGNA GE PLAN 27. S TORMWA TER POLLUTION PREVENTION PLAN 28. POTABLE WATER DETAILS 29, REUSE WATER AND OCOEE DETAILS 30, SANITARY SEWER DETAILS 31-32. LIFT S TA TION DETAILS 33-34. GRADING AND DRAINA GE DETAILS 35. LIGHTING & PHOTOMETRIC PLAN T1-T4, TREE REMOVAL PLAN L 1-L2, MASTER LANDSCAPE PLAN L 1•L 15. LANDSCAPE DETAILS S V1-S V2, BOUNDARY AND TOPOGRAPHIC SURVEY EM/IRONMENTAL CONSULTANT MODICA AND ASSOCIATES, INC. 302 MOHAWK ROAD MINNEOLA, FLORIDA 34715 PHONE: (352) 394-2000 FAX: (352) 394-1159 TRAFFIC PLANNING & DESIGN 535 VERSAILLES DRIVE, SUITE 200 MAITLAND, FLORIDA 32751 PHONE: (407) 628-9955 FAX: (407) 628-8850 LEGAL DESCRIPTION SEE ATTACHED SURVEY (BY OTHERS) DOUGLAS E. HETTRICH, P.E. #69040 6 1 5 CONDITIONS OF APPROVAL, I. THE PROJECT WILL BE DEVELOPED IN ONE PHASE. 2. ALL COMMON AREAS WALL BE OWNED AND MAINTAINED BY ONE MASTER HOMEOWNERS ASSOCIATION. 3. WATER AND SEWER SERVICE WILL BE PROVIDED BY ORANGE COUNTY. AT THE 71ME OF PLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO ORANGE COUNTY. 4. MASTER METERED REUSE SYSTEMWILL BE INSTALLED FOR THE IOWNHOME PORTION OF THE PROJECT. THE SINGLE FAMILY RESIDENCE PORTION OF THE PROJECT WILL HAVE INDIVIDUAL METERS FOR EACH LOT. THE COMMON AREAS CAN BE INCLUDED UNDER THE MASTER METER FOR THE TOWNHOMES OR INDIVIDUALLY METERED. 5. PROPOSED ROADWAYS WILL BE PUBLICLY DEDICATED. • 6. THE STORMWAYE'R SYSTEM WILL BE DESIGNED IN CONFORMANCE WITH THE CITY OF OCOEE AND SJRWMD, STANDARDS. ALL STORMWATER PIPES, INLETS, MANHOLES AND STRUCTURES WALL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF OCOEE. ALL STORMWATER POND TRACTS, INCLUDING LANDSCAPING WITHIN THE TRACTS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNER'S F ASSOCIATION. THE CITY WILL HAVE A S7ORIAWAIER DRAINAGE EASEMENT ACROSS THE STORMWAIER POND TRACTS. SIDE SLOPES WILL ADHERE TO THE CITY OF OCOEE LAND DEVELOPMENT CODE. 7. SOIL INFORMA71ON IS PROVIDED BY ORANGE COUNTY SCS. B. EACH FIRE HYDRANT SHALL BE OSHA YELLOW N COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED 70 THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 9. ALL LANDSCAPED AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. 10. NO RV OR BOAT PARKING WALL BE PROVIDED WITHIN THE SUBDIVISION. II. DELETED 12. ALL ON SITE UTILITIES INCLUDING ELECTRICAL. CABLE TV. AND TELEPHONE SHAD. BE PLACED BELOW GROUND. 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 71ME OF PLATTING, 14. A HOMEOWNERS AS50CIAMON WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACIU71E5, UNLESS OTHERWISE- NOTED. I& THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 RELATING TO COMMUNITY MEE71NO ROOMS. 16. BUILDING SETBACKS FROM RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK TO THE SINGE FAMILY DEVELOPED HOME. 17. EXCEPT WHERE OTHERWISE PROVIDED. THE DEVELOPMENT STANDARDS IN R11-AA ZONING WILL APPLY WITHIN THIS SUBDIVISION 18, NOTWITHSTANDING THE CONVEYANCE OF THE S70RMWA7ER RETENTION POND 7O THE HOMEOWNER'S ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL. THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECTS STORMWA7ER MANAGEMENT SYSTEM (SWMS). INCLUDING ALL STORMWATER RETENTION PONDS, UN71L SUCH TIME AS: (0 THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (D) THE ST0RMWA7ER RETENTION PONDS INTENDED TO BE CONVEYED 70 THE HOMEOWNER'S ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNER'S ASSOCIATION. (II) THE HOMEOWNER'S ASSOCIATION IS DESIGNATED AS THE MAINTENANCE 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 PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS. AND (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNER'S ASSMA71ON ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SLUMS AND THAT THE HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 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. 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 ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 20. THE DECLARATION SHALL CONTAIN A PROVISION GRANTING THE CITY OF OWES THE RIGHT . BUT NOT THE OBLIGATION. TO MAINTAIN AND REPAIR THE S7'ORMWA1ER SYSTEM SHOULD THE HOMEOWNER'S ASSOCIA71ON FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE HOMEOWNER'S ASSOCIATION, OR FROM THE DEVELOPER IF (0 TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED. OR (10 IF THE DEVELOPER IS S71LL E RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM. 21. THE DECLARATION SHALL PROVIDE THAT THE HOMEOWNER'S ASSOCIATION SHALL AT ALL 71MES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE 22. THE DECLARATION SHAD. CONTAIN A PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE HOMEOWNER'S ASSWA71KNN TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING 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 DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND NTH THE HOMEOWNER'S ASSMA71ON FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 23. THE DECLARATION SHALT. CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 24. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STIORMWATER SYSTEM WALL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE 70 THE CITY OF OCOEE IN THE EVENT OF DISSOLU71ON OF THE HOMEOWNER'S ASSOCIA7I0N AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLU71ON OF THE HOMEOWNER'S ASSOCIATION. 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 HOMEOWNER'S ASSOCIATION. 26. PROPOSED FACILITIES WITHIN THE RECREATION AREA WITHIN TRACT '0' SHALL INCLUDE A COMMUNITY MEETING ROOM AVID A SWIMMING POOL. AND A TOT LOT. THE COMMUNITY MEETING ROOM SHALL BE A PERMANENT STRUCTURE HAVING A MINIMUM OF 740 SQUARE FEET OF MEETING SPACE. 27. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION RAMPS AT ALL RIGH75-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED)IN ORDER 70 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 70 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. DELETED 30. 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 FIST FORWARD OF 'THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN VA07H WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE 31. ALL LEGAL INSTRUMENI% INCLUDING BUT NOT LIMITED TO HOMEOWNER'S AS50OA11ON DOCUMENTS SUCH AS ARTICLES OF INCORPORATION. BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. D 32. ALL 97E 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 ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 2 ; THE MAXIMUM LEVEL OF ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 7. 33. 1HE DEED RE51MC71ONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING ALL LOTS WITH FENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. 34. THE D® 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 UMITA71ONS WILL BE DETERMINED IN THE FINAL SUBDIVISION PLAN APPROVAL PROCESS. 35. IF ANY WETLANDS ARE REMOVED BY RAISING THE 100 YEAR FLOOD E LEVA71ON WITHIN TRACT 'C-1', THEN THEY SHALL BE REPLACED WITHIN THE NEW POND DESIGN. 36. N THE EVENT ANY RESIDENTIAL PORTTON OF THE PROPERTY 1S GATED, ONE OR MORE MANDATORY ASSOC IA71ONS SHALL BE CREATED TO OWN ALL COMMON AREAS. PRIOR TO, OR AT THE 11ME OF PLATTING, AN EASEMENT SHALL BE GRANTED TO ALL U71UTY 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. 37. EXCEPT AS SPECIFICALLY NOTED ON INS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AND/OR THE WEST ORANGE TRAIL AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT S14ALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 39. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES 40. APPROPRIATE SIGNACE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO FUTURE SINGLE-FAMILY LOT PURCHASERS OF THE INTENDED USE OF THE PARCELS. SIGNACIE WILL BE A MINIMUM OF 32 SO FT AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE. 41. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2OM-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 41 EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN V47H RESPECT TO PUBLIC SERVICES (SEWER. WATER. STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). • 43. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN IV FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY. SUCH AS VIBURNUM OR UG USTRUM. 44. STREET LIGHTS SHALL BE INSTALLED BY 114E DEVELOPER AT THE DEVELOPERS SOLE COST AND EXPENSE PRIOR TO CERTIFICATE OF COMPLETION BEING ISSUED AND THE COST OF THEIR OPERA71ON WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NCO. 95-17. 45. 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 MUST BE APPROVED BY THE CITY COMMISSION. 46. THE CITY OF OCOEE 15 SUBJECT TO THE TERMS, PROVISIONS AND RE57RIC71ONS OF FLORIDA STATUTES 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS 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. 47. AN EMERGENCY ACCESS EASEMENT TO ALL RETENTION PONDS AND ALL DRAINAGE EASEMENTS WITHIN THE PROJECT SHALL BE GRANTED TO THE CITY OF DOME FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. 'THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR UA8IUTY UPON THE CITY OF OCOE. TO ENTER UPON 114E SUBJECT PROPERTY OR TAKE ANY ACTION TO C REPAIR OR MAINTAIN THE DRAINAGE SYSTEM EXCEPT FOR THE PORTION OF THE DRAINAGE SYSTEM OWNED BY THE C17Y AS SETHOR7H IN CONDITION OF APPROVAL 6 ABOVE • 48. 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 AUTHORITIES ACCESS AND MAINTENANCE OF UTILITIES FOR LAW ENFORCEMENT. FIRE, AND OTHER EMERGENCY SERVICES 49. ALL ACCESS RIGHTS TO CLARKE ROAD. CLEAC ONA 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 LIME OF PLATING EXCEPT AT APPROVED LOCATIONS. 50. DELETED 51. DELETED 52. DELETED 53. DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THAT CERTAIN ANNEXATION AGREEMENT DATED AUGUST 21. 2001 AND RECORDED IN OFFICIAL RECORDS BOOK 633Z PAGE 3000, PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA. NOTHING HERON 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. 54. TRACT 'C-1' SHALL BE DESIGNATED AS A WET BOTTOM POND. TO RETAIN THE 100 YEAR FLOOD VOLUME WITHIN THE POND AREA AND SHAD. SERVE THE STORMWATER NEEDS FOR 74S DEVELOPMENT, THE CLARKE ROAD-HOBSON ROAD EXTENSION, AND THE PARCEL. CONVEYED TO THE CITY NORTH OF CLARCONA-GCOEE ROAD AND WEST OF THE FUTURE CLARKE-HOBSON ROAD EXTENSION. 55. 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. 56. THE DEVELOPER SHALL CONSTRUCT A W HIGH BRICK WALL ALONG CLARCDNA OCOEE ROAD. AND THE CLARKE ROAD-HOBSON ROAD EETENTION AND ALONG THE EN71RE WESTERN BOUNDARY OF THE PROPERTY. WITHIN THE IW WALL AND LANDSCAPE TRACT SHOWN HEREIN. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE IW WALL AND LANDSCAPE TRACT EXCEPT THAT GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL MAINTAINED BY THE ADJACENT LOT OWNER. 57. THE DEVELOPER SHALL CONSTRUCT A VINYL FENCE ACCEPTABLE TO THE CI7Y ALONG THE NORTHERN PROPERTY BOUNDARY OF THE PROPERTY AND ALONG THE WEST ORANGE TRAIL. WITHIN THE 1V BUFFER SHOWN HEREON. A HOMEOWNERS 58. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACTS 'IV AND 'P' (CLARCONA -OCOEE ROAD/WEST ORANGE TRAIL TRACTS) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL S17E PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 59. THE DEVELOPER SHALL DEDICATE AND CONVEY 70 THE CITY TRACT 'F' (CLARKE ROAD-HOBSON ROAD TRACT) WITHIN SIXTY DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING 114E SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL S17E PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 60. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'E' (CONVEYANCE TRACT) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL 517E PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 6T. 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 B SKETCH OF THE DESCRIPTION FOR THE LAND TO BE CONVEYED. SAID DESCMP71ON AND SKETCH BEING CER7IFIM TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE LAND SHALL BE DEDICATED AND 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 SUBJECT 70 THE APPROVAL OF THE CITY. THE OWNER SHALL. CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE LAND 70 THE CITY. PROVIDE THE CITY. A CURRENT ATTORNEYS OPINION OF 7171.E, OR A 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 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 SHALL BE PRORATED AS OF THE DAY BEFORE THE CITYS ACCEPTANCE OF THE DEDICA71ON AND CONVEYANCE OF THE SAME. AND THE PRORATED AMOUNT OF SUCIH REAL PROPERTY TAXES ATTRIIBUTABLE M THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 198.295, FLORIDA STATUTES. NOTWITHSTANDING THE FOREGOING, IF THE CONVEYANCE OF THE LAND OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31, THEN OWNER SHALL PAY ALL REAL. PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER NOR ANY OTHER PERSON OR EN71TY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CRED175 OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY. 61 STREET TREES SHALL BE PROVIDED WITHIN THE SINGLE FAMILY SUBDIVISION PER CODE REQUIREMENTS. AND WITHIN THE TOWWNHOME SUBDIVISION BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES, A MINIMUM OF 2 INCHES DBH AND 10 FEET TALL AT THE 71ME OF PLANTING. THE REMAINING STREET TREES SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT CODE. 03. 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. 6C DELETED 65. 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 EXTENTION WILL INTERSECT WITH THE HOBSON ROAD RIGHT-OF-WAY. 66. DELETED 87. DELETED c 88. THE FOUNDATION (FINISHED FLOOR ELEVATION) FOR EACH SINGLE FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED ON THE PROPERTY SHALL HAVE AN ELEVATION WHIM EXCEEDS THE APPLICABLE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO (2) FLEET. ii 69. 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. 0 j * MODIFIED DUE TO SITE REDESIGN REQURRMENTS AND MITIGATION. N THE FOLLOWING CONDITIONS ARE ADDED PER STAFF COMMENTS 0 A 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 _ AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED ARt> THOSE TREES 70 INCORPORATE THEM INTO REWIRED LANDSCAPE BUFFERS AND AS STREET TREES. o B. THE EXISTING STING GRAM ON INDIVIDUAL LOTS CONTAINING PROTECTED TRIES WALL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE FISTING PWIECIED TREES. FOR LOTS CONTAINING A PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INIXVIDUAL LOTS EXCEPT AS SPECIFIED N THE FINAL SUBDIVISION PLAN, UN71L BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 3 C. 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 j APPLICABLE, FOR THE PROJECT. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVAWAIED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT. 70 DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. o D. IN ORDER 70 INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED. ALL ROAD RIGHTS--OF-WAY AND RETENTION AREAS WILL BE FLAGGED FOR RENEW BY THE CITY PRIOR TO of PANY RO TREE EON TE REMOVAL EM AL NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE p E. 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 PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE OEVELOPER HAS FAILED TD TAKE O REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. N a R BEFORE ANY CLEARING OR GRUBBING PERMITS ARE ISSUED BY THE BUILDING DEPARTMENT, THE DEVELOPER MUST SCHEDULE A WALK THRWGH WITH THE STAFF FORESTER OR HIS DESIGNEE, TO o IDENTIFY TREES TO BE PROTECTED, 0 4 1* 3 ORANGE COUNTY UTILITY ASSETS, ASSET TYPE I.D. Utilities I UTILITIES Asset Coordinates Model Sheet Number Nsset Number Northerly Easterly Elevation Number Number Main Tvoe Description Comments (Bench Marks I Horizontal Control Death I I WATER MAIN SYSTEM I 5 I ` System Gate Valves I WMGV-021 1 I I I 15 1i 5 1 i 1 IWMGV-041 I ' j IWMGV-661 1 1 1 5 j IWMGV-U/1 I I I I I 5 1 I IWMGV-08I I � I I 1 Jljljul�`/-Q9 I I I IWMGV-10� { 1 1 1 5 I I I I !! WMGV-11 1 1 WMGV-121 I I 1 I I 5 I I I I IWMGV-131 I I I I I 5 II I 1 iWMGV-14i I 1 i 1 1 5 I I j WMGV-15� 1 1 .. 1 5 IWMGV-161 I I I 5 I WMGV-171 1, I I I 1 I I I 5 1 11 WMGV-191 I I' I I I 1 WMGV-21 1 {I 5 1 I 1 I IWMGV-221 I I i 5 1 1 IWMGV-231 1 I I 1 I 5 I I 1 1 1 5 I 1 I I WMGV-25 i WMGV-26 1 I, (Point of Connection I WMGV-01 1 I j 1 1 5 I 1 I I W1w-01 I I I I 1 I 5 I 1 Blow -off Valves I I 1 yvtulPD-01 1 1 1 1 1 5 1 1 1 I Y moo-02 I 1 I I 1 I (yy,M(TO-Q 31 I I I I 1 5 I I I 1WMR_o-Q41 I I ! I I 5 1 I I Fire Hydrants I WMFH-01 I ( I 1 5 I j 1WMEH-921 I WMFH-03 I 11WM FH-441 1 I 1 I 1 5 I I I IWMFH-051 I I I 1 I 5 1 I I I WMFH-0.6 1 1 I I 5 I I 1 IWMFH-071 I I I .5 I I 1 I WMEH-01 I I i i 1 5 1 I I I IWMFH-09I 1 I I j I WMFH-111 I 5 I j 1 I I 1I II I 5 I I I I! WM Air Release Valves I WMAR-011 I I I I 1 I I 5 I I I I 1 1 I WM Fittinas (Bends) I I y�Jv1Bp-Q1 I I 1 I 1 1 1 5 I I I iWMBD-02 I I 1 I 5 1 I IWMBD-03 1 I I19 1 11 I IWMBD-051 I 1 I 5 1 1 I IWMBD-061 I I I I I 5 I 1 IWMBD-071 I I I I 5 1 1 1 W..MBp-Q$ I I I 1 5 WMBD-1O I IM i j 1 I I 1 5 1 I 1 11NMP ) 11 I, 1 5 1 I j IWMBD-121 I I I 1 5 I I I I 4WMBD-131 I I I 1 I,WMBD-141 I I 1 I 5 1 j j 1 I IWMBD-1.91 1 1 I I 5 1 I I I IWV.MBQ-151 1 I I .9 y I IWMBD-171 1 I I 1 5 1 I 1 Iwmn-181 I I I I 1 IWMBD-1911 I I I I I 5 1 I I WMBD-201 1 M 1 I 1 5 1 1 {1 IWMBD-221 1 I I 1 1 5 1 1 1 1 }h.MQD_241 IWMBD-241, 5 1 E I I I, I I 5 I I I, WMBD-251 i i' i � I I 1 YYMBP-2� j 5 i � I � yy1,Mt�D-271 I I I I I 1 IWMBD-28 I I, I 1 5 11 1 1 IWMBD-291 I 1 I I I 5 I I I I IWMBD-30I { I I I , I 1 5 WM Fittings (Tees) WMT-01 1 I I I I I I I I 5 1 1 WMT 02 1 I I 1, I I, I WMT-63 1 1 I I I I 5 1 1 I }gNT-05 I I I 5 I 41 {I j I, WMT-07 1 I I I I I 5 I I i WMT-08 1 I I I I .9 1 I I WMT-09 1, I 1 I I WMT-10 1 I I 5 I l WMT-12 1 I I I 1 I 5 1 I I WMT-13 1 i I I I 5 1 I I I WMT-14 1 j 1 I 5 1 1 I I I WMT-15 1 III I I 1 I 5 I I I I WMT-16 I I 1 X I j 5 I I i ASSET TYPE I.D. Number I Utilities UTILITIES Asset Coordinates Number Northerly Type of Shot Sheet Cotstrucion set Easterly Elevation Number Main Tvoe etho WATER MAIN SYSTEM water Main Pipe LUM1j-U1 � 5 i j I WMP-02 I I 1 5 1 1 11 I I I I f I 1 I I WmP-03 1 j I I 5 1 1 1 I I 1 1 I I WMP-04 1 I I 1 ( 1 5 I I 1 1 WMP-05 I I I 1 ( I ( I 1 5 1 I I I I 1 I y1 yI 1 I 1 I wMP-n5 1 1 I I 1 I I 5 I ( I I I WMP-07 I 1 I I I I 5 I 1 I I I I 1 I, WMP-08 1 i 1 + 5 1 1 I WMP-09 I 1 1 I I 5 I I I I WMP-10 ( I 1 1 I I 1 I 5 I 1 I I I I 1 1 I WMP-11 I i I I I i 5 I 1 1 I WMP-1 2 I I I I I j I I I I 1 5 1 I I I I I 1 1 I I WMP-1:5 1 I i I 1 I I j + i j 5 1 1 1 1 I 1 I I I Wy1P-14 y1 I 1 I I I I 1 I 1 I 5 1 I I I WMP-15 I 5 1 1 1 1 I j I I WMP-16 1 1 I 1 1 1 I 5 1 I 1 3 2 1 ASSET TYPE I.D. Utilities UTILITIES Asset Coordinates Model Sheet j Number l6sSet Number Northerly Easterly Elevation Number I Number Main Type Description FORCE MAIN SYSTEM I I System Valves FMPV-01 5 I I 1 M)V-bi 1 I 5 I System Bends I I 1 I FMBD-01 1 I j j 5 I IFMBD-02� I I 1 5 I IFMBD-041 I I FtvIBD-041 i ! lEMSQ-Q51, j I i 5 I I, FMW-Q fl I I I { I b I I I IFMBD-071 IFMBD-08 IFMBD-491 MBD-111 ! 1FMBD-121 I 1 a 1 I I FMj30-1 IFMBD-141 I I 1 5 E FMBD-15 1 I I a I IFMBp-1B1 1 I EMBD-17 i 1 I 1 IFMBD-191 I I I I i 1 I 1 I I a I t I I I I Comments LV ; Z � C' a CO mUji O Z 2 W j Z QC� LU Q W L+a Ott ASSET TYPE O.D. Utilities j UTILITIES Asset Coordinates Lset Number Number Northerly Easterly Topp Invert Elevations Comments SANITARY MANHOLES Elevation N NE E SE S SW W NW Pace # SS-01 5 SS-02 5 SS-03 j 5 SS-04 I 1 5 SS-65 1 1 1 5 Qrp I I SS- I i 5 1 1 SS-08 1 I I I ( 1 5 {I fI I 1, 1 I I S5-14 I I ! I I 1 I ! I 5 I I SS-11 1 I ( j I I I 1 I 15 I I SS-12 1 I 1 1 I ` I, j i I, 1 5 1 I s.5-0 I I I I I 1 1 I 1 I I I 5 I I SS-14 I I I i I I j I I I 5SS-15 I I 5 11 I I SS-16 I 1 I I I 1 I y 5 I I SS-17 I I I I' I I I I SS-18 1 I SS-19 I I ASSET TYPE I.D. Utilities UTILITIES Asset Coordinates Type of Sheet Construction Comments Number 4sset NumbedNortherly Easterly Elevation Shot Number Main Type Method I FORCE MAIN SYSTEM I 1-orce Main Pipe tMP-U1 I cJ 1 1 I I I 1 I I I 1 I I I 1 FMP-02 I I I 1 I 5 y I I '1 yI I j j I I I I I 1 ; FMP-03 i ; 1 1 5 I 1 1 I I I I I I j I FMP-04 1 I j j ( 5 i 1 I I { I I I 1 I I 1 I I I I 1 I j I FMP-05 I, � I, 1 I I 5 I I j I I I I I I I 1 j 1 I I I 41 1 I I I I I I I 1 I I 1 I I I 1 I I I I I I I 1 1 E1 i i i I I I I I 1 I I I I 1 I 1 I I I i 1 I I I I I 1 1 1 I I 1 I I 1 ! 1 1 1 I I 1 ! 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 j I 1 I � I I 1 1 1 I 1 I 1 1 I I 1 1 I 1 I 1 I 2 Comments w U W E 0 0 0 0 o O O ad to W O Liu W 4. W � O V i\ O 0 O O O O ® CO CIO ,I,i y;' j' COO COO J i a o0 Pill Iwt � H .0 a � C � I%yyA�A�♦♦ ,; • �I Q C ® _ C fC a Jd L= ;Lu T IW6 ® O O 'C m ® � 0 ao 0 O MJ W Ld B vi W Q i ; Qlc Z W O O • Q O O o I 1 U - Q ; Z � O N O W -Wi W 1 n`Y. o y ai DOUGLAS E. HETTRICH, P.E. #69040 0) c 0 r c 0 U c 0 i 0 i 0 3 0 / 0 i 0 i 0 0 N 0 0 Q 0 d 6 GENERAL NOTES, 1• WATER AND WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY. THE WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION SYSTEM SHOWN ON THESE PLANS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL CONFORM TO ORANGE COUNTY STANDARDS. 2. ALL CONSTRUCTION OTHER THAN THE WATER DISTRIBUTION AND WASTEWATER F COLLECTION SYSTEMS TO CONFORM WITH THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE WANED BY THE CITY OF OCOEE. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE THE NECESSARY RIGHT-OF-WAY PERMIT(S) AND PROVIDE FOR THE SAFETY AND CONTROL OF LOCAL TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR WILL PROVIDE 24 HOUR NOTICE OF ANY LANE CLOSURES. ADDITIONAL INFORMATION MAY BE REQUIRED IF LANE CLOSURE DURATTCN'S ARE LONGER THEN DAYTIME OPERATIONS. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED - PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING ANY CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND RE -VERIFYING, INCLUDING OCU UTILITIES THAT HAVE BEEN FIELD VERIFIED DURING DESIGN AS SHOWN ON PLANS, (HORIZONTALLY & VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL OCU UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR IN COORDINATION WITH OCU'S FIELD INSPECTIOR. ALL OTHER UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY E COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS U11LMES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CALL 1-800-432-4770 TO HAVE EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PER F,S, 556 AND SSOCOF. SSOFOC FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOFOC 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET. ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., D S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 6. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN PROVIDED BY THE PROJECT SURVEYOR FROM THE BEST AVAILABLE INFORMATION AND FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AREAS OF CONFLICT WITH OCU MAINS AS NOTED ON PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR INACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 8. ALL DISTURBED AREAS NOT DESIGNED TO BE LANDSCAPED OR SODDED SHALL BE SEEDED AND MULCH AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE, OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE C LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS. 10. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE REASONABLY CLOSE IN CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 11. THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (CURRENT EDITION) TO BE USED FOR DRAINAGE STRUCTURES. STATION OFFSETS ARE TO THE - CENTERLINE OF THE INLET OR MANHOLE TOP. CURB INLET STATION OFFSETS ARE TO THE CENTERLINE OF THE INLET AT THE EDGE -OF -PAVEMENT. 12. FINISH FLOOR ELEVATIONS SHOULD BE AT LEAST 2 FEET ABOVE THE 100 YEAR ELEVATION OF THE ADJACENT STORM WATER POND OR WATER BODY. 13. UTILITY CROSSINGS: SEE WATER DETAIL SHEET 27 FOR TABLE OF MINIMUM HORIZONTAL SEPARATION REQUIREMENTS WATER, WASTEWATER AND RECLAIMED WATER MAINS FIGURE A116. B 14. -WATER MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER LESS THAN FOUR (4) INCHES WILL BE SDR 21 (200 PSI), SCH 40 OR SCH. 80. ALL PVC OF NOMINAL DIAMETER FOUR (4) 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 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE C905 AND HAVE APPROPRIATE (DR) DESIGNATION. B. DUCTILE IRON PIPE FOR WATER MAIN FOR PIPE SIZES OF FOUR (4) THROUGH - FIFTY (50) INCHES SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED FOR ALL SIZES OF PIPE UNLESS REQUIRED BY ORANGE COUNTY. C. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. D. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.1O/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN A ACCORDANCE WITH ANSI/AWWA A21.53/C153. E. ALL SERVICE LINES SHALL BE 1" OR 2" POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C800 AND AWWA C901. F. CORPORATION STOPS SHALL BE 1" OR 2" BRASS, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE POLYETHYLENE TUBING AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. N 5 1 .4 G. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WiTH SPECIFICATIONS IN AWWA C800 AND AWWA C901, WITH COMPATIBLE POLYETHYLENE TUBING CONNECTIONS. H. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM THICKNESS OF CLASS 50 PER ANSI/AWWA SHALL BE SUPPLIED. I. ALL WATER MAIN FITTINGS, VALVES, RESTRAINTS, COUPLINGS, PIPE, AND IN GENERAL THOSE MATERIALS REQUIRED FOR INSTALLING THE WATER SUPPLY SYSTEM, SHALL COMPLY WITH MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED BY ORANGE COUNTY. J. INSTALL VALVE BOXES WITH ALL VALVES. VALVE BOXES UNDER THE PAVEMENT SHALL HAVE TRAFFIC BEARINGS COVERS. K. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. L. ALL TESTING SHALL BE IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. M. ALL WATER MAINS AND APPURTENANCES SHALL CONFORM WITH AWWA SPECS. AND STANDARDS. N. BACTERIOLOGICAL SAMPLE POINTS ARE TO BE PER THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER DISTRIBUTION SYSTEM PERMIT CONDITIONS. 0• THE WATER DISTRIBUTION SYSTEM IS SHOWN GRAPHICALLY ON THE CONSTRUCTION PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY FITTINGS TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. P. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651 - "DISINFECTING WATER MAINS". 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE SOIL ENGINEER'S REPORT FOR THIS PROJECT FROM PROFESSIONAL DESIGN ASSOCIATES, INC. (PDA) AND MEET THE SOIL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE. CONTRACTOR'S SOILS ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND PAVEMENT CONSTRUCTION TO PDA. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF PDA. PDA HAS RELIED ON THE REFERENCED GEOTECHNICAL REPORT IN THE PREPARATION OF THESE PLANS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE PLANS SHALL BE REPORTED TO THE ENGINEER/OWNER. PDA ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF THE GEOTECHNICAL INFORMATION. WHEN THE PLANS AND/OR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT CONSTRUE SUCH DATA AS A GUARANTEE OF THE DEPTH, EXTENT OF CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ANY NECESSARY EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED IN THE PLANS TO INFORM HIMSELF OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. 16. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS III. 17. SANITARY SEWER SANITARY PIPE MATERIALS A. PVC GRAVITY SEWER PIPE (4"-15"), ASTM D3034, SDR 35. UNIFORM MINIMUM "PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. 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-8-4. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL. THE MINIMUM STANDARD LENGTH OF THE PIPE SHALL BE THIRTEEN (13) FEET. B. ALL PIPE SHALL HAVE A HOMING MARK ON THE SPIGOT PROVIDED BY THE MANUFACTURER. ON FIELD CUT PIPE, CONTRACTOR SHALL PROVIDE HOMING MARK ON THE SPIGOT IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. REINFORCED CONCRETE PIPE SHALL HAVE MARKINGS INDICATING THE MINOR AXIS OF THE ELLIPTICAL REINFORCEMENT. C. PVC SEWER PIPE JOINTS SHALL BE FLEXIBLE ELASTOMERIC SEALS PER ASTM D3212. WASTEWATER FORCE MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE AWWA STANDARD C905 AND HAVE AN APPROPRIATE (DR) RATION. B. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139. JOINTS FOR DUCTILE IRON PIPE AND FILLINGS SHALL BE PUSH -ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111, UNLESS OTHERWISE CALLED ON THE DRAWINGS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B16.1-125 LB. RESTRAINED JOINTS SHALL CONFORM TO SECTIONS 34.3 OR 34.4. C. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.1O/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. 1 g, REUSE WATER MAINS A. REUSE WATER WILL BE PROVIDED BY THE CITY OF OCOEE. ALL DESIGN, INSTALLATION AND LABELING SHALL CONFORM TO THE CITY OF OCOEE SPECIFICATIONS. B. ALL REUSE LINES TO CONFORM TO AWWA STANDARDS (C-900), FOR DESIGN, TESTING, COLOR AND LABELING. REUSE SYSTEM PIPING TO BE LABELED AS SHOWN IN REUSE PIPE IDENTIFICATION DETAIL ON SHEET. C. RECLAIMED WATER SERVICE SHALL BE PROVIDED BY THE CITY OF OCOEE. ORANGE COUNTY UTILITIES WILL NOT OPERATE OR MAINTAIN THE RECLAIMED WATER DISTRIBUTION SYSTEM OR SERVICES. D. BECAUSE REUSE WATER IS AVAILABLE A DOUBLE CHECK VALVE ASSEMBLY SHALL BE PROVIDED AT THE HOUSE SIDE OF EACH POTABLE WATER METER. 20. MINIMUM 3' OF COVER TO BE PROVIDED OVER GRAVITY SEWER MAINS, REUSE WATER MAINS FORCE MAINS, AND WATER MAINS. 21. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES UNTiL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 23. THE CONTRACTOR SHALL COMPLY WITH THE LEGAL LOAD RESTRICTIONS IN HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. 24. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. 5 M. *r 3 25. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER AS TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM THE SITE. 26. PAVEMENT MARKING & SIGNAGE A. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICA11ONS FOR ROAD AND BRIDGE CONSTRUCTION. THERMOPLASTIC TRAFFIC MARKINGS SHALL NOT BE APPLIED TO ASPHALT PAVEMENTS WITHIN 30 DAYS OF THE PLACEMENT OF ASPHALT PAVEMENT. B. STOP SIGNS TO BE PROVIDED AT ALL INTERSEC11ONS PER FDOT INDEX No. 600 & 17302. C. FOR ALL SIGN DETAILS, REFER TO THE -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, (LATEST EDITION) (ANSI No. D6.1 - 1983). D. ALL SIGNS TO BE SINGLE MOUNTED IN ACCORDANCE WITH FDOT INDEX No. 11862 (70 MPH WIND LOADING) AND FDOT INDEX No. 17302. 27. CONTRACTOR TO INSURE DEPTH OF SANITARY SERVICE FOR LOTS WITH TYPE 'C' DRAINAGE. 28. ALL CONCRETE PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH F.D.O.T. INDEX NO. 280 29. EARTHWORK CONSIDERATIONS (PER YOVAISH ENGINEERING SCIENCES, INC. REPORT DATED NOVEMBER 4, 2004) SITE PREPARATION: PRIOR TO CONSTRUCTION, THE BUILDING AND PAVEMENT AREAS SHOULD BE CLEARED AND STRIPPED OF THE EXISTING VEGETATION (WHERE ENCOUNTERED) TO A MINIMUM MARGIN OF 5 FEET BEYOND THE LIMITS OF TH PROPOSED CONSTRUCTION. THE UNSUITABLE MATERIAL GENERATED DURING THE SITE PREPARATION SHOUL BE DISPOSED OF AS DIRECTED BY THE OWNER OR HIS DESIGNATED REPRESENTATIVE. ORGANIC SOIL REMOVAL SURFICIAL AND BURIED ORGANIC SOIL WERE ENCOUNTERED AT THE LOCATIONS OF RB-7 AND RB-4 DEPICTED ON FIGURE 1 SEE NOVEMBER 4, 2004 REPORT. THE HORIZONTAL EXTENT OF THE BURIED ORGANIC SOIL LAYER SHOULD BE FURTHER DETERMINED. THE EXTENT MAY BE DETERMINED AT THE 71ME OF CONSTRUCTION AND BY PERFORMING TEST PITS. THE TEST PIT OPERATION SHOULD BE PERFORMED UNDER THE DIREC11ON OF A REPRESENTATIVE OF YOVAISH ENGINEERING SCIENCES, INC. UNSUITABLE ORGANIC SOILS ENCOUNTERED BELOW THE BUILDING AND PAVEMENT AREAS SHOULD BE REMOVED IN THEIR ENTIRETY AND BE REPLACED WITH COMPACTED AND APPROVED STRUCTURAL FILL. PROVIDED THAT THE EXISTING FILL CAN BE EXCAVATED AND STOCK -PILED SEPARATELY FROM THE ORGANIC SOILS, THE EXISTING FILL MAY BE USED AS BACKFILL COMPACTION REQUIREMENTS: FOLLOWING THE REMOVAL OF THE EXISTING VEGETATION, TOPSOIL AND/OR BURIED ORGANIC SOILS (STRATA 1 AND 2), THE PREPARED SUBGRADE SHOULD BE LEVELED, COMPACTED AND TESTED (FOR A DEPTH OF 1.0 FOOT WITHIN THE CONSTRUCTION LIMITS) PRIOR TO THE PLACEMENT OF ANY FILL. COMPACTION SHOULD CONTINUE UNTIL A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. STRUCTURAL FILL, STRUCTURAL FILL REQUIRED TO ATTAIN FINAL SITE GRADES SHOULD COMPRISE CLEAN SAND WITH LESS THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FILL SHOULD BE PLACED IN MAXIMUM 12-INX2i THICK LOOSE LIFTS AND COMPACTED TO THE DENSITY DESCRIBED ABOVE. PAVEMENT AREAS WITH THE EXCEPTION OF THE TOPSOIL AND BURIED ORGANIC SOIL (STRATA 1 AND 2), THE SUBSOILS ENCOUNTERED WITHIN THE PROPOSED PAVEMENT AREA ARE CONSIDERED SUITABLE FOR SUPPORT OF EITHER A FLEXIBLE OR SEMI-FLEOBLE PAVEMENT SECTION. IN CONSIDERATION OF THE POTENTIALLY HIGH GROUNDWATER LEVEL CONDITIONS WITHIN THE SIZE, WE RECOMMEND THAT SOIL -CEMENT BE SELECTED AS THE PAVEMENT BASE MATERIAL SINCE IT IS LESS SUSCEPTIBLE TO GROUNDWATER RELAiED DAMAGE THAN ITS LIMEROCK ALTERNATIVE. FURTHERMORE, WE RECOMMEND THAT THE PAVEMENT BE DESIGNED SUCH THAT A MINIMUM SEPARATION OF 12 INCHES IS PROVIDED BETWEEN THE SEASONAL HIGH GROUNDWATER LEVEL. AND THE BOTTOM OF THE PAVEMENT BASE COURSE OR BOTTOM OF RIGID PAVEMEiiTS. WHERE THIS SEPARATION IS NOT PROVIDED, UNDETRDRAINS MAY BE INSTALLED TO PROTECT THE PAVEMENT FROM GROUNDWATER RELATED DAMAGE 30. ADDENDUM #1. SUPPLEMENTAL SUBSOIL AND GROVN0W&VR j EVEL INVESTIGATION AND JaIALUATIONS FOR E CMATiNG AND SITE GRADING. THE OAK TRAIL RESERVE DEVELOPMENT, CITY OF OCOEE. FLORIDA (PER YOVAISH ENGINEERING SCIENCES, INC. REPORT DATED JULY 31, 2007 AND REVISED JANUARY 21, 2011) SITE CUT GRADING BASED UPON REVIEW OF THE PROPOSED GRADING PLAN PREPARED BY PDA, THE PROPOSED ROADWAY RIGHT-OF-WAY AND LOT AREAS WILL BE GRADED AS MUCH AS 8 TO 10 FEET BELOW THE EXISTING GRADE THE PROPOSED FINAL GRADES ARE DEPICTED ADJACENT TO THE SOIL PROFILES ON FIGURES 2A AND 2B, ATTACHED. AS DEPICTED ON THE SOIL PROFILES, THE ESTIMATED PERCHED GROUNDWATER TABLE AND LOW PERMEABLE SOILS WILL BE ENCOUNTERED AT OR NEAR POR11ONS OF THE PROPOSED SITE GRADES WITH THE NORTHERN HALF OF THE RESIDENTIAL LOTS AND ALONG THE SOUTHWEST CORNER OF THE TOWNHOME SITE. IN ORDER TO PREVENT ADVERSE AFFECTS OF THE PERCHED GROUNDWATER TABLE ON THE PROPOSED LOT AND PAVEMENT AREAS, WE RECOMMEND THAT THE LOW PERMEABILITY SOILS LOCATED WITHIN 4 FEET OF THE FINAL GRADES XF THE PLANNED CUT AREAS (SEE HATCHED AREA ON FIGURE 3) BE REMOVED TO A DEPTH OF 4.0 FEET. THE AFFECTED AREA SHOULD BE BACKFILLED WITH CLEAN FINE SANDS WITH LESS THAN 4 PERCENT PASSING THE US NO. 200 SIEVE. THE FINE SANDS COMPRISING STRATA 3 AND 4 SHOULD BE SUITABLE AS BACKFILL. THE FILL SOILS WITHIN THE PAVEMENT AND BUILDING PAD AREAS SHOULD BE COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOILS MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557). FILL AREAS BASED UPON REVIEW OF THE SOIL BORINGS AND IN CONSIDERATION OF THE EXTENT OF CUT AREAS POTENTIALLY REQUIRING LOW PERMEABLE SOIL REMOVAL, A SIGNIFICANT PORTION OF THE ON -SITE MATERIALS AVAILABLE FOR USE AS FILL IN THE LOW LYING AREAS WILL COMPRISE THE UNDERCUT SILTY FINE SANDS (STRATA 5 AND 6) AND CLAYEY FINE SAND (STRATA 7). IN CONSIDERATION OF THE LOW PERMEABILITY OF THESE SOILS, WE RECOMMEND THAT THE LOW PERMEABLE SOILS BE USED/PLACED A MINIMUM OF 4 FEET BELOW THE FINAL GRADES. IN ADDITION, THE LOW PERMEABLE SOILS SHOULD NOT BE PLACED AS FILL WITHIN 150 FEET OF THE POND AREAS. THE LIMITS OF THE AFFECTED FILL AREAS ARE DEPICTED BY THE SHADED AREAS ON FIGURE 3. THE FINE SANCS COMPRISIONG STATA 3 AND 4 SHOULD BE SUITABLE FOR FILL ABOVE THE AFOREMENTIONED LOW PERMEABLE BORROW MATERIALS. UNDERDRAIN REQUIREMENTS ROADWA PROVIDED THAT THE LOW PERMEABLE SOILS ARE REMOVED FROM BELOW THE CUT AREAS AS PRESENTED HEREIN, IT IS OUR OPINION THAT UNDERDRAINS WILL NOT BE REQUIRED WITHIN THE PAVEMENT AREAS. LOT AREAS: WITH THE EXCEPTION OF TWO LOCALIZED SITE BOUNDARIES AND PROVIDED THE LOW PERMEABLE SOILS ARE REMOVED FROM BELOW THE CUT AREAS AS PRESENTED HEREIN, IT IS OUR OPINION THAT THE POST -DEVELOPMENT PERCHED WATER TABLE WILL NOT ADVERSELY AFFECT THE LOTS. BASED UPON REVIEW OF TOPOGRAPHIC INFORMATION PRESENTED ON THE VICINITY MAP ON PLATE 1 AND THE PROPOSED SITE GRADING PLAN, IT IS OUR OPINION THAT A POR11ON OF THE CUT GRADES ALONG THE WEST AND SOUTH SITE BOUNDARY MAY INTERCEPT PERCHED GROUNDWATER. IN ORDER TO MITIGATE THE PERCHED GROUNDWATER TABLE WITHIN THE AFFECTED AREA, WE RECOMMEND THAT AN UNDERDRAIN BE INSTALLED. THE RECOMMENDED LOCATION AND ELEVA71ON OF THE UNDERDRAIN IS PRESENTED ON FIGURE 3, ATTACHED. A TYPICAL CROSS-SECTION DEPICTING THE PROPOSED LOT GRADES AND UNDERDRAIN PLACEMENT WITHIN THE AFFECTED AREA IS PRESENTED ON FIGURE 4. IN ADDITION, A TYPICAL CROSS-SEC11ON OF THE PROPOSED UNDERDRAIN ALONG THE SOUTH BOUNDARY IS PRESENTED ON FIGURE 5, ATTACHED. 31. SEEPAGE ANALYSIS, PROPOSED STORMWATER MANAGEMENT SYSTEM. THE OAK TRAIL RESERVE, NORTHEAST OF THE INTERSEC11ON OF CLARK ROALAND CLARCONA-OCOEE ROAD. CITY OF OCEE. FLORID& (PER YOVAISH ENGINEERING SCIENCES, INC. REPORT DATED MARCH 25, 2008 AND REVISED JUNE 27, 2011) CONSTRUCTION OF THE RETENTION AREAS AND POND BERMS SHALL FOLLOW THE RECOMMENDA11ONS CONTAINED IN PLATES 1, 2 AND 3 OF THE SEEPAGE ANALYSIS REPORT, DATED JUNE 27, 2011, PER YOVAISH ENGINEERING SCIENCES, INC. T 3 1 2 1 32, OCU GENERAL NOTES (Orange Countv Utilities Standards and Construction Soecifications Manual: Appendix A. Fioure GN. Dated February 11. 2011: A. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. B. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. C. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 0. THE CONTRACTOR SHALL" NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798. E. 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. F. ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. G. 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. H. 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. I. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER 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 U11UTY REPRESENTATIVE. J. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUP11ONS 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. K. 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. L. 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. M. 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. N. 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. 0. 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. UTILITY PROVIDERS POTABLE WATER SERVICE PROVIDED BY ORANGE COUNTY UiILTTIES, 9150 CURRY FORD ROAD, ORLANDO, R. 32825, (407) 254-9900 RE -USE WATER SERVICE PROVIDED BY CRY OF OCOEE, 150 K LAKESHORE DR., OCOEE; FL, 34761 (407) 905-3100 SANITARY SERVICE PROVIDED BY ORANGE COUNTY UTILITIES, 9150 CURRY FORD ROAD, ORLANDO, FL, 3M, (407) 254-M FIRE PROTECTION PROVIDED BY CiTY OF OCOEE. 150 N. LAKMIORE DR., OCOEE, FL, 34761 (407) 905-3100. NATURAL. GAS SERVICE PROVIDED BY LAKE APOPKA NATURAL. GAS, 38 N. PARK AVE., APOPKA, FL, 32703-4216, (407) 886-1177 ELECTRIC SERVICE PROVIDED BY PROGRESS ENERGY FLORIDA, INC., 452 E. CROWN POINT RD., WINTER GARDEN, FL 34787, (407) 905-3302 CABLE SERVICE PROVIDED BY BRIGHT HOUSE, 844 MAGUIRE ROAD, OCOEE, FL M4761, (407) 291-25M TELEPHONE SERVICE PROVDED BY BELLSOUTH, 1227 DIVISION STREET, ORLANDO, FL 32805, (407) 245-3068 CITY OF OCOEE AS -BUILT INFORMA7I01V AS -BUILT DRAWINGS WILL BE REQUIRED WITH 774E FOLLOWING INFORMA71O1V: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2 INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE J. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES S. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE W1774 DEPTH AT LOT LINE AND DISTANCE FROM 774E MAIN LINE. 6. LOCATE W17H MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FIT77NGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM 7T10 POINT 7IES). B) STORM DRAINAGE t TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL 07HER STRUCTURES (HEADWALLS; CONTROL STRUCTURES, ETC). 2 INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAW PIPES J. INVERTS OF ALL MITERED END SEC77ONS 4 ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES 5. INVERT ELEVA7ION AND TW0 HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM S7U8B OU7S C) WATER AND REUSE SYSTEM AND FORCE MAINS t AC7UAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2 LOCATE' W77H MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL R 77NGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM 7W0 POINT TIES). J. UST THE DEPTHS OF 774E LINES AT ALL VALVES; RT77NGS AND FIRE HYDRANTS ORANGE COUNTY AS -BUILT INFORMATION /ORANGE COUNTY U77 I77ES STANDARDS AND CONS7RUC7101V «P 17F1CA7TONc MANUAL) A. RECORD DRAWINGS t 774E CON7RAC7VR SHALL BE RESPONSIBLE FOR RECORDING INFORMA77ON ON THE APPROVED PLANS CONCURRENTLY WITH CO1VS7RUC7I0N PROGRESS 2 DRAWINGS SHALL BE LEGIBLY MARKED 70 RECORD ACTUAL CONSTRUCTION. 3. DRAWINGS SHALL SHOW LOCA77ON OF ALL UNDERGROUND AND ABOVE GROUND WATER, WASTEWATER AND RECLAIMED WATER PIPING AND RELATED APPURTENANCES; BASED UPON RECORD SURVEY INFORMATION. ALL CHANGES TO PIPING LOCA710M INCLUDING HORIZONTAL AND VER77CAL LOCA77ONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS AND ROAD R/GH79 OF -WAY. DRAWINGS SHALL ALSO IDEIV77FY ACTUAL INSTALL® PIPE, VALVES, RT77NGS; HYDRANTS AND OTHER ASSETS ORANGE COUNTY U77UTIE4 STANDARDS AND CONSTRUCTION SRECIRICA77ONS MANUAL CHAPTER 3 CONSTRUC77ON SPECIRCA77ONS SEC77ON 3111. PROJECT RECORD DOCUMENTS AND SUBMITTALS APRIL 15, 2007 WC77ON 3111 4 OF 6 THESE ASSETS SHALL BE ATTRIBUTED iWTH MATERIALS, CLASS, PRESSURE RATING, SPECIRC4710NA ETC 4. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 5. DRAW NGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN 7HE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 6. DRAWINGS SHALL CLEARLY SHOW 7HE ACTUAL HORIZONTAL LOC4770N.% DISTANCE% AND VERTICAL ELEVATIONS OF 774E U7TLI7Y ASSETS STATE PLANE COORDINATES SHALL BE UTILIZED FOR HORIZONTAL LOCATIONS Z DIMENSIONS BETWEEN ALL MANHOLES; SLOPE OF GRAVTY MAINS, INVERT AND 70P ELEVATIONS SHALL BE SHOiNV. S 7HE RECORD DRAWWNGS SHALL INCLUDE THE LICENSEE NAME AND CER77RCA77ON NUMBER OF THE CON7RAC70R. B. AS -BUILT COORDINATE ASSET TABLE I. HORIZONTAL LOCA77ONS AND NR77CAL ELEVATIONS OF U77UTY ASSETS AND INFRASTRUCTURAL FEATURES INCLUDING, BUT NOT UM17E0 TO ASSETS LISTED IN TABLE Jill-1, 'Mi/NIMUM RECORD DRAWING ACCURACIES PER ASSET (WATER, WASTEWATER, RECLAIMED WATER AND EXISTING) , SHALL BE PROVIDED IN A COORDINATE AT7771BU7E TABLE Z HORIZONTAL LOCA7IONS AND VER77CAL EZEVA7701VS SHALL BE BASED UPON 7H£ DA7UA/S SPECIFIED IN SECTION 2111 'PROJECT DOCUMENTS AND SUBMITTALS': U77UTY ASSETS AND INFRASMUC71JRAL FEATURES SHALL BE PROVIDED WITH UNIQUE IDEN77R7CA77ON NUMBERS IN ORDER 70 CREATE A UNK BETWEEN THE PLANS AND THE ATTRIBUTE DATA. ASSET COORDINATES SHALL BE SHOWN IN A TABLE WITH AN ASSET NUMBER CORRESPONDING TO THE PLANS 3. A SURVEYOR SHALL CER77F'Y THE STATE PLANE COORDINATES AND PROVIDE THE COORDINATE ATTRIBUTE TABLES IN AN ELECTRONIC DATABASE SUBMITTAL. 1 DOUGLAS E. HETTRICH, P.E. #69040 0 3 W Q 0 � L 0 F m o m m � '- m 0 a Uj m 0 Uj W o: 0 OC O w B � � O� LLJ Z J -J Z O Q 4UJI! O o O O A � V o o � Z O O Lul a W J c vvi W t=n 6 1 5 LEGEND IN 0 SANITARY MANHOLE OWNER IMPROVEMENTS y ; CAKIITADV CC'0%1Jf%CC Tn RP rr)mqTpi ir%Trn wiTw OAK TRAIL RESERVE SUBDIVISION IE�)) SANITARY MANHOLE NUMBER (EASTERN TWO LANES & EASTERN ROW OF F CLARKE ROAD EXTENSION TO SUBDIVISION ENTRANCE) ff� - T ' 7 STORM WATER & CURB INLET .1 � "" � I ..... SITE B_ C_ * i, \ IDS-001 DRAINAGE STRUCTURE NUMBER L DI % il ME K t '.�r \ ­ 0 = . "* . WM— POTABLE WATER _ \ 1: . � . , \ .? . - .�, s .. ..., %, r,W— REUSE WATER \ "', I i. ., " I - _ . �� . . . . \ .,- , I. I � — ... t..., � � � FM FORCE MAIN \ t"t.- � lk ;, , t 0 a GATE VALVE & BLOWOFF VALVE .�o *�, , I'll, .. , -, 0 '% :Vi FIRE HYDRANT ASSEMBLY ;r_ � I'll �_3 , ,I, ---, . - ,\ ,,, I , FI.L . I L6 ",'s, � \ " - .it: I . � , y I POTABLE WATER SERVICES \ 1- .i.t, , 1, '. "I 7 t .1-1 � , I \ at� 'If, I I \ .1 '" I * ,I ".. I '­:.. . ". f '.1,11 :­ 10- .%, '...., I k ; C t" E A "I"JR 1--:"-1't,,­`,',',S -1 'o t, H I REUSE WATER SERVICES " "' "-" C.) ". '1% 1, k� .w.... ". % �� . ,. , . , ` ;n , , ,.r.: .. ... � , W.. " .", k ! _-:.; . .. ..... ..... , ..''. , it : -A ,�N 1. - /. I I- , AA v1_1 % I , . I ,-, , I. I I �" , ­'�/,,­': . I "," "' ; t : I , ''...... ...: - - - il" " Q_ p 1. " - - , ­ - - :�;. -, ... 1� 1. . !_ " %.; r __ Z ,.,f: /­­/ t i.;�'_, s .. E ­­, #04", 2 9 2 8 8 " - � — SCS SOILS LEGEND NO. TYPE 3 BASINGER FINE SAND 4 CANDLER FINE SAND 5 CHANDLER-APOPKA FINE SAND 46 TAVARES FINE SAND 47 TAVARES- M ILLHOPPER FINE SAND [Do c , / ;;l­,,t­f f-,.­-i-.,i�-,.,., .­ "' - , .?. . ,� ''. ..I io 11.1—i-Ly i ... i ... P -.- \ �1.1 , 11 ,.,; '..; . . i ­t� �� 1A .1, ,,-�_t,, \ , �, I t. : i: 1.11". � ... 1,11.1 `iIt�..,, . , , , � . . , It, .� � .... , . F " .- -%'--- : . I -.1. � " .,;,.,: ... \ : ,,­.;,:­:,.*.:: ..' 2 2 2; -�` `C!C`1_'-1`.1._`-1. 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",-, I" � I ;, " ...., I.., AI .. .". . . NOTESi 11 """"' "I.- /11 .-1,,w%,.i,.. ..'�", /I — " . . ...... .111"". / -.1.1 _ � 1. ALL STANDARD PARKING SPACES TO BE A VINIMUM OF-,, 9 FEET, BY,,::12'0 FEET. I..... ,:.I.,.- " " . 1_-� --- I .: I ,., ", / 1;11 "'.. I" I / '. ., 11 .... .�� ,�., .."'. , �, 2. CONSTRUCTION PLANS FOR THE CLUBHOUSE, POOL, POOL/DECK AND POOL � DE; K, "'*- - . WILL BE PROVIDED BY OTHERS FOR THE BUILDING PERMIT AORLICAT(ON Fo �',fk ABOVE.i., ;, " \ \ "Ill . it . I " . REFERENCED IMPROVEMENTS. 11"'.. / \ \�;� -�,j N ORANGE COUNTY BCC 1F`,'//C I - M E R L Y T R A C T 411C311' (RIGHT-OF-WAY �FST ORANGE TRAIL CONVEYED) � , A& .- - ... f:;`;,,�. 11 ./.'.','.'.',._ ,�v.,::­'.,:1'; _:" ,-&­-­...-;:: . ........ '�/-�'Lj!�[PHT-,pf�7 - 4 *F 3 11 2 1 1 75' - - �\ 7- ME- - .01 01 - � 2_-�:_ I - ___j —.7.5' 21' 20 f-v 21' 1 1 . I I to b N ul) r-I a) I I I I Em, I SETBACKS =78 T-_ J SETBACKS 1-1*' . . i i -ii- i 20' BETWEEN MID.) (TYP.) OTI BUILDING - - L------------- ____J�4_c_Ji__ --------- TRACT 'N' STREET ROW STREET ROW 10' LANDSCAPE TRACT TYPICAL SINGLE TYPICAL TOWNHOME WITH PLANTINGS . I t. FAMILY LOT LOTTING PLAN : it I � , AND 6' HIGH : it it � - :: . :: it � . : it I : :: :: � BRICK WALL N.T.S. N.T.S. I :: it NOTE: i .. :: I ; I it .: � i .. :; :: ; . . . . " NOTE: DRIVEWAY LOCATIONS AND WIDTHS MAY VARY. THE � I :: :: $ 1 :: :: .. :: t ".. DRIVEWAY LOCATIONS MAY VARY AND WILL UNIT GARAGE AND DRIVEWAY WILL ACCOMODATE A i " I � � :: :: I i :: :: I I i . ACCOMODATE 2 OFF-STREET PARKING MINIMUM OF 2 OFF-STREET PARKING SPACES PER :: :: f , - i :: : .. :: .: I i ". SPACES PER UNIT. UNIT. � I " it I I ; :: it I � .: $ .. ; , ; I .i :: .. : - it :: : ... f. '. i .""," ,�..-,".f.­i.c t,r,t,I:i%-.- : , "",�-,HK.."."� H1`i-,i­,-`t,-_ . I, . I :: it R ... "... I I. , 1; �, n ,:,., �­ , , """' :: it ; ,� Ei'i: � I., I � - -.-:--,. ... 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OMEE ; :� :, ;; .1 'GCOEE :, :i i, � ............ CrTY ... OF" 0 :3 1 G* wEsT-eRANGE iRAH: eeNVEY*NCE,'-'-, "'. ; "',q. : CITY OF OCOEE : ; CITY OF OCOEE : L - I H LANDSCAPE AND FENCE BUF�115R \ : 0*118, ... :: : H.O.A. :: : : � H.O.A. ::: w c 0 I I LANDSCAPE AND FENCE BUFFER \ � 0.191 ­­­: . H.O.A. ; . t : : H.O.A. :: . : u I'll I i � LANDSCAPE AND FENCE BUFFER i i : 0.247 : i : H.O.A. : ; : : : : ; H.O.A. : �__ I K UFFER/DRAINAGE I 2.692 i­1­11­11­111 . .. . ....... Hw`UwA;;-----` : : :­­­­­ ..... 1­1­­ 11. : H-.0;A .............. ` 0 1 L � � t : 0.048 ; I H.O.A. I : : : : : H.O.A. : I �j_ A I Im � i 0.198 � : . . H.O.A. : : : . H.O.A. : I N 0.171 H.O.A. H.O.A. 01 ��: I 0 0.873 H.O.A. H.O.A. 0 11� I P* wEs:F eRANOE :FR*'E: eeNVEY*NC e,.es CITY OF OCOEE CITY OF OCOEE �__ I a LAkdtdAOif AND WALL 60 " R ­_ 0.032 H.O.A. H.O.A. 0 1 1 R ENTRY MEDIAN / ROW 0.009 H.O.A. H.O.A. 0 1 S LIFT STATION 0.036 U 1_� �? TOTAL 20.072 0 C14 ALL RIGHTS -OF -WAY IN DEVELOPMENT TO BE OWNED BY THE CITY OF OCOEE. I-- .9 * TRACTS E, F, P AND G HAVE BEEN CONVEYED. , m < I 0 . n <� cl b 1 5 a- - . I '. lt,..,i;4� �1' .. ;1 I,' . _. I � .. � / � .. I'll ........ . 11 . ..... ...", / .1 ` ' \"" I ` "' it t !!Ill! .11­1.,. �... ' � X., I I I :11 .�: . . ....... .".. " ­ .... . / 0 'I I ___1 ........ I 1. . -- . . ,. -1 F, , ,,,, I , " " I..., I �. � ... I "' 3 , �� -PPROXI "", - .1.1 ...... - I " \ '. , . ,7 ., _741% z ­ A� �MATE .1 \\, — "'I"'..'t- . '.. .- , - '.. I � ., .... '.. .1 - - " \ I _:-�W!' '. " I ­ _91 . I., .... \ " .11 "I '--.,,.,---, " % I "'.1".1 11, \ LJMfTS-.Q "' . . .......... 1.11 .1 it.: �.�,: \ . . . \ \ 1". %" ­ ."', --- ; I .� .... I I/ I ��`N;/ I i . , I.... I /' I.. ., . I . Z� I..I ... . ... . f "' , , s lt� i. ', %, -It � I , "..", : C)N I iIi ) . ...... . / 'iw � , .". t.".. -�_ "--'- t.­ '__ . , I " 11 I � _�': g?"'­­.y �;: ,.;.,­�e:::::�;.-; " --,,I. 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"DS-`3 (WMFH-09) CL % L6 41 Ak cl % ... ........ 101, WALL .. ........ 16% C tAStMt1N1 D S-7- S2 A NJ TE 1�) j 2 x /PIFIXr./ N It........ . . ......... 7, . ......... .... ..... .. rlRE/HYDRAN % U jj/(VMFf_1j 06) .. ....... .. 6 e I I I j i4 0-i IPERMITTED. /A - PIPE:---.. DEF ECTIO NOT 17 c 2.3 LjrM1JxAGE `6"k--6"W"I RW 'TEE S, SHALL ALL NAN GE T4.5 EASEMENT C .3 f FITTINGS. (TYP), CL 0 % U 5 --67 kW \,,GAtE \VALVEZ� FIRE"H $k , f. V 5 % 'At Ak A. w 0ARI-pip--­-, PIPE I I 1 0 S T, -D 29 IN, TE 5T kRMI �IALL I. -48[\ . ........ 17� I N c ........... I ............ .................... . ........ .... .......... .... 18, Gs.\-, M?) .1keSPRIWL IM; f C SI 14Ed"904%. SRALL 3'01NT�--OF S �99 ". " I .. I I .. 11 1. . 'T a Ak DS::� cq PLDG 8 % bRAINPi- OE j ... ..... ...... '�-EASEMIENT­/, f WIVI ... .. ... ...... -v� IL x CF IDS-361 T Ful. .r,: Ap -45) C d cc 16 0 "I'D 9 -, . ......... v ................... % BLDGS 6&7` C.. 39 $ % CC . .......... .......... 4 . . ............ 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DS . ....... %A1 ............... DS 51 to . . ........ . ...... (WMGV- 15, WMGV 6 'N bw t-N F . ................. ....... ..... GATE VAL LLJ ER A F % 2 V\w, .. .... .... .... . .......... ..... ..... . .. .. ... ...... 2� LOW-00 N GATE/VALVE % ""Z ......... "C' ..... .... ..... ......... I DS-341 . .......... C T. ON, TRA -3,6_­," I . _11--l" . ... .... 35 Ek\SP��CE� ORANAbE/oip 7 % . ...... .............. cir % v DS-601 Q: I% % DI .......... .............. PL UP L BUFFER % D 0 . .... ... * .. .... . .... * ...... .... *�,-`:.,,., 1� %11 . . . ......... . ....... ..... ... 7 0 0\ C--) PAR:, % N K ...... . ........ . 52 DS- . ......... L�uw I> ERMANENT 2 FF % -TRACT If LLJ p 0 0 LAJ A U IND VALVE "----.LAN-DS6AP�"""--.TRAtT WITH % WmBgqA 03 ... ....... . TRAC D wmuv—zd�) PLANTNbS, AND 6!,, VI NNL FEN C 2 % ..... ......... . . -S .......... . . ......... 0 CdN. RVA1104 X% ... . ...... . . . ........ . ............. .. ....... I ..... .............. . -w . . ....... ',*'­" ..... ....... . ..... .............. I DS-61.1 % I ..... "­­­_,_ . . .. ...... I— A ... ....... 0 Rfts. .......... A 7 � . .......... LL_ ......... I I ........... ... % UTILI Y NOTESi 1 . COMMERCIAL AND MULTI -FAMILY NEEDED FIRE FLOW (NFF) SHALL BE A MINIMUM OF 1000 GPM, AND SINGLE-FAMILY RESIDENTIAL SHALL BE A MINIMUM OF 500 GPM, PER CITY OF OCOEE LAND DEVELOPMENT CODE. NFF SHALL BE DETERMINED WITH TOWNHOME AND CLUBHOUSE BUILDING TRACT 'All tun, DRAINAGE/OPEN SPACE PLAN SUBMITTAL. A 2. POTABLE WATER AND SANITARY SERVICE PROVIDED BY ORANGE COUNTY. %_ 3. REUSE WATER PROVIDED BY CITY OF OCOEE. SS-19 r_1 b 5 4 _011111L 3 2 NX DOUGLAS E. HETTRICH, P.E. #69040 CL U 2 0 C) 0 1 0 0 1 0 0 M 6 5 4 144F 3 2 L CR 3: TRACT W BEGIN CITY OF OCOEE 16" REUSE MAIN. FUTURE RIGHT—OF—WAY LINE ANN�� a. LANDSCAPED MEDIAN CONTRACTOR TO PROVIDE SEPARATE BID LL ITEM FOR COST TO CITY. 16- CITY REUSE MAIN (SEPARATE END CITY OF OCOEE 16" REUSE---,, BID ITEM) TRACT M MAIN (SEE SHEET 22). CONTRACTOR LU in 1.1 10' LANDSCAPE TRACT WITH BID ITEM TO PROVIDE AS SEPARATE DS —071 PLANTINGS AND 6' HIGH BRICK WALL FOR COST TO C17. TRACT 'N FUTURE CLARKE ROAD TO� BE YF U 10' LANDSCAPE TRACT WITH PLANTINGS 16"X16"X6" RW TEE CONSTRUCTED 'BY OTHERS 10' DRAINAGE CC F "',"'N AND 6' HIGH BRICK WALL 1-16" RW GATE VALVE (NOT INCLUDED WITH THIS PROJECT) EASEMENT 1-6" RW GATE VALVE (N F >- Cn on IDS-04 ------------------------------------- -------- - ------ --------------------- -- --------------------- ------------ 4WFW --- --------- \% All EXISIING EDGE . ...... . . . .... ...... . ... "OF' PAVEMENT .... ...... ...... ... . ...... .. ... .... . . ..... ..... . ...... ... . .. ..... ...... ...... ...... ..... .... ..... ...... ...... . . ..... ...... ...... ...... . ......... ........... ......... . ..... ...... ...... .... . ...... .. . . .. ...... ...... ..... ...... ...... ...... .. .. . .. ... 4: ..... ...... �== ..... ..... ... .......... . ............. ......... ......... .. ... .... . . ...... DRAINAGE "I'll, .......... (a UJ ................ .... ... . .... ... . ............ ........... ............. ...... .... Z .............. ............. . . . ...... . ............ � . . . .. . .. ..... ... - ...... AS ... ...... . I ..... ..... * *� , _"I.— s ............ .............. CL RGA, D" .::, . .. . . ...... .... . ......... . .. a, . . .......... . ..... . ...... ... . .... kWHALt 0 BE REk0VEO UP6N ........... Q CL 4`CLAWE ROAD BY D NMOPER. . ... .. ......... ........ ..... ..... . .... ..... . .... .... ........... ....... ..... . ............... . . .................... ............... ....................... ............. ..................... ............. . ......... ... .. . . . . . . .......... . .................. ................ . ............. ... . .............. . ..... ca ....... ............. ........................... . ......... . . ......... ... .......... ........ . ............... . ......... ........ I I ............... . ....... ................ .................. ............... . . ..... L /ifbGE OF, PAVEM 7 ENT, ............ 01 % T E U-1 ............. ....... ........... . 2" BL6 W-T-Ol I .......... bS-02,` ............. WTH GATE VAL RIGHt�6t.OF--4A. VE .. ............. ..... ....... . "(1F CONNEC11ON TO 7 ... ........ ..... S 16"RW NAVAILABLE) . ...... " ..... .... ... .......... . A K .v2 L ......... ............. ........... ..................... 10 . .... ........... 9 o ..... DS� 28 . ..... . ....... LLJ LLJ ... ......... D S P27 15 �2 F S 79 1W RW 0 ATE LVE.� D E T1 ........... . . ........ .................. .. . . .. .............. ........... ............... IT . . . ............... ........ .......... ...... . .... ............... E LLJ ............. . ......... 11 z qFw "`REET`� 'C� V) L4J 70A *4 .......... .............. .......... ..... . . . . . . ................... - - - ----------- 111,­ ;,T11 T1 .7 6 rst—O RW "X 6" RW TEE ME D 4 3i,� X 6. X 6" RW TE..,, VALVES T115 -2 ...... ... S ............ 0,ATt-. VAL\ t 1.3 ........... 25 20 .TRACT 'C2' 6"X6 POND i— RV D �8— -3 .... . .... % S70 Li k DS-46 46 44\ TFtA, CT­ I . . .... . .. .... LIFT STA11ON S-45 D —3 DS 3 S 5 E E MLN1 /A, . ... . / . ... .... D 0 le V V; M V -ft ow N WETLAN D ITS Cb (&Y MODICA &-ASSOO ... . ....... ............. . ............ . DS-IOCATED ON DS-41 ,2 all 2 S—,b6 .. ............. ft" I Ift Ak . ......... A& Ft) S ;5 ............ ....... ;6 X ........ . .... N A UMJ,- Y. T EA�EMIE RETAkNG WALL ;-32 . ....... 23 J . ... . . . .... T C F mscAPE TRk(IT 23. `/DRAI�IAG ",kA C AND 6' L L EA$EMEN1 Alk I& 1 6" R GATE VALVE 4-4 IG6 -4 GATE",. VALVE 29 AL A. A. DS�48 T3 '41 C C %\ % V% C N % I KAL; I D D C 4h ft Aft ........ . . .. C4 D.............. �'6'EASEVIEN URAIN�,OE L6 k 46 "W1 I .......... ...... .. . .................. . .. DS-36 .... .... .... ....... . ......... ........ C.. . . lo, ................... 39 . . ... . ..... .. ....... ... ..... .......... .. ............ oe; . ......... ........... .......... .... . ........... .................... .......... .............. > 38 or �2 .... . .... . . ....... .. ........ . . cr_ .. ........ Z` % ......... .... . ..... .. ................ . ........... . .. . ........... . ....... ........ ....... ....... .... ..... Y/ . ..... X % 777777"' QL . . . .......... ........... ....... ...... .............. ........... Lu ... ........ % 7 'j�A\ %\ V !.A2r 0 ;T, B . .. ....... . ......... DS-5 34 X POND Q� .......... ... ........... ... ......................... . ........ .... .. . ...... ...................... .......... ...... ;A 7 ...... S.-50, .... ....... . .......... . ......... . . .............. .. .... ....... 1% ..... ....... " . .. . ......... .. TRAC T'�,%, .......... Cr .... .......... ....... .... ....... DS-34 2, LOW—QKF % 3 s35 7 % V .... ..... . . .. ......... % DS-60 ............ . .... ...... ... .. .......... . . ......... ............ .................. Li >..... . ..... .... ....... . ..... .. % ............... ... . .......... % . % RACT D S — 6-1 Q� LLJ % .............. .1 O%LAkDS&APi"` TRA& WITH 'T LAJ % ............. . . ....... . �LA14TINdSl AND VINYL FtNC ............. ........... ................. SIGNAGE AND PUBLIC NOTICEs ...... ....... igh all --be- -readily identifiable "reclaimed. wo ter" or Not A e or coding on applicot ution cilil Drink" noti6 s, marking ion/distrib Jes and, � Notification hall be by the A s. omplished po ir,),a appurtenon ce c ac of advisav ....... .. ... .. . .... . ... 0) designating the- nature of the reclairried area 4!�� reclaimed', is Nee signs project cc practiced. Notification methods used include posting of advisory signs at rl?4 14 entrances to residential neighborhoods, medians, and rights —of —way. Advisory signs shall be posted UTILITY NOTESi adjacent to lakes or ponds used to store reclaimed water with a minimum of four 1. POTABLE WATER AND SANITARY SERVICE ARE TO signs or as determined by UTILITIES. AdVisory signs shall be posted at BE PROVIDED BY ORANGE COUNTY UTILITIES. TRACT 'Al' decorative features that use reclaimed water and shall include the following water 2. REUSE WATER SERVICE TO BE PROVIDED BY CITY DRAINAGE/OPEN SPACE text: 6Do Not Drink" and "Do Not Swim" together with the notification method. OF OCOEE. 3. TOWNHOME AREA AND COMMON AREAS SHALL BE SEE SIGN DETAIL SHEET 29 USE METER(S). 6 5 4 _dp6l 3 2 UUU%JL/-\,) r-. Mr- 1 IM11-M, t-.L. #0VU4V 6 1 5 1 4 111141 3 1 2 1 1 4i 0 RETAINING WALL CREEN WALL ALONG o 31: L4 END RETAINING WALL ACT N FOR CONTINUATION SEE SHEET 21 GEOTECHNICAL NOTESi ,q o FOR CONTINUATIONS SHEET 21 -1h. CLARKE ROAD R/W CONVEYED '-;A�, 5 � : .1. . , -I$, . ., ,r- ­7, I CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL ENGINEER'S a- . �, / . .. W., 1. . . . . - � . * I �* , _ .. -,-,--,, . r - - � . , x I I ;�.: **** 414 ,�,;,,, --W--,/t1W1 ­ 1�ftbh, . /-�-, ,,` .*��;,* , - -i""', _",ui- I - -- - - �� . �15 I �111 rn 1 5)1.*. -1 -.11� 11 " * - ` * "' , ,b - , * " , ** 1- I I '1*11.1 .. I", , ­_ . - '. - - �'. . , '... - , ­ ..�r -�i "* ..I. ..t. 1; I.. - . �e o;",�.',,�'.4"T ..., ,-t�,,fl u,�,&, 11�11 - - '. :14; "I V. I . I -, _.. �. " - 4� _��-It�,*�* �.i'l - - , -88�.i *, - __ - , co ..!­;-- .* , ,,, '' _,*�:_*7,* 0_11-, - , * �b� , - W*111 z r. : N :** 11 "", . ,.,i "11111101 !NK& ` ��, -�_tl` - - * , : U - - mw I 1762. 12 .. i� i� " .* �-:,_n,VA_-',�.,/ , " . �i - - ..-IIX I A-, . 0I7rt1kAkAC'KInA'nnKI4Z PY)P CONSTRUCTION 93P()rP'nHPP*(Z Akin F 14464 , 1`0 0 1 0 4 I', MUM ......... I I'll .tt, . , - AQ= "&&" r ........ . . ....... - tgv/�Z// gg/ 11,91. - - %W �0� I i I tel-111011"111. �M //1 - 'EM/l/m/ g tt'....y./p I � z ; 0�n//mwcim --arl 4 F WIM/19041-41411" I � .. / , ME 0_1 I ... 'i � 14 wIllm" 1��Mlx//� W//t/`/`�O"#�/.; / , __Ag Ill 11 aff !!!w ." SELECTION OF SOIL MATERIALS AS THEY RELATE TO SITE CUT a r0//1 001111 11r//11"1E/e/1..-_­­__ i"', .. = 1;T = = _/// = t ,/0 ..., ,/ /// ME, , /Z , it =811 rff//, 91///;/" 111% apapp sellp, 1/111/001 - IE111/01111 'V'Il511111�;�",. I'�/��,��///// 11� 11101ift- ­ 0//,!A--,//7/ . u .1 I I _.` I 1�_ I j. - ; I I �� . W 6 : / 1 5 , e - . - = =-- _-_-_-_-_- = = =: = a __ " I __.rr_ - .1, � -INSTALLATION,Li 0 1 , / .., I - , _ I - __ - I - d- : - - I -I r- " _____Y�_�� :z .1 ; n / - I I I I =-__;:�' I =� __. . " LU GRADING, FILL AREAS, UNDERDRAIN POND BOTTOM AND .. . � I - I I 4 - - I // 4C I - / LO / 11. / I 'N / . 11 / ... . . Cb /./ ,/1 I lr/�_// ""I . 0 .0 z TO COORDINATE SITE CONSTRUCTION WITH THE GEOTECHNICAL ENGINEER. I , 11 I , .... ` " / // N�171110 / /. ", _\ � '31­ , ".. _� , ;� ko ..", .... �. / I / _*11r1-1__1_'A1r11 N. S W Lij CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY �, �a-,L-------f----7"` - � y " _% 7k��7 . t2� � / I ; / - .r I , --7'-, - 11 11 - ".Q 11 § A& ca , z / I / : I I . � / , I , W ----* ___V^,�� " . , 4 /--VN,-1-- 1\ . / , """ LL - --. - � " ""' ."', , , T R A,fo T rKrf .1-1/ &I-7, "I _­11"'V550 / :P f"', I I I , " ' -1 ., , .,,,_/� `-, - I - __111 11�\ 7-^.-7' ��: - / // - ')? -7:z�� t, . ..... e. � S-4- 84 L _/ , � r 6 """", - I .1 ( __ / / ', t-Qvz ) ': 6 � " ',- , k _ , I -11 I "I 1; -1 �_,_,f tell i - 'k -, . " , ­/=/ / Z UA COMPAC11ON TO BE LIMITED TO PAVEMENT, BUILDING PAD, AND SPECIFIC AREAS Lo . .,.V' e,\ I �"___ '� .; _717__k7___�__ t , *,bw V - Ll4 5 9 I I .. � 11 / . I "" I'll I CV /. Iz/ : t .1 / 1'...'.. t, � 8SL9 9i /I / I I'll, 114 CO) 00 >- Cn Cb LJ , C / I t -0 9�- 00I 01, 7 ""­ ". T I \ .. i , f I . 1� ,� // , ,? /�Iq "; -4 .4 q:�� �0 /" A R1 /'//V call"", 0 Ul CHINICAL ENGINEER TO ENSURE PERVIOUS INFILTRATION AS DESIGNED. F �, ... / ',/�, , I r � - 1 , � . 1'� , _� 0 / q - 11 q 11 .... . . ; 11,/ -, - , ; C? , I 50-0" , , ` 11 , ­­­­**> '. J/1 I � / 11 I I / 1 C13 :X - 11 VK /,,' I 1,,/ 0 ,. \ \1 \ �� . 11 11 "I � � // 11 / L-1111111- "��............. / ,�, _'­"' Q 1 . . - - r ." I / I - I . Q2 , /,III 2.41% z �4 a ". ", / ! i" `­., I F44 I I / / I �. I , ,AENT-,,,, ", 1*11 // ; I ... / " .1 1. _4 .; 11 / /� ... LEGEND ___ye\_N__ FLOW DIRECTION AND SLOPE Q ;� Q RAINAGE & U11L Ty EASE ' / I / .11 ", "­` Li I t/ / / &,,,,,""""""","1""""",, j--,-,T5 ,,�,­ LU ,&. _j M.", T1 6.,,.,:��--;V T / x Lj_ C ­ f ". ,- ... I " �/p' g/p,q/'. /T1 4 TT3 T1 2 T1 1,A 11 / � T, lzn 0 _- �,!� I %\ I ' -, X I I "I 7z '..", I .., / * M-11, , ,,J1 5 .19 10 T9 ` T8/ ' T7 ­ ... �,_" . 'T. 11 / I / I T23 , 2j T�l �, , /% � / 41"11 ' 0 Q_ I '.. `-T24 I L 11 I 11 tt '', � T3 Iq I T25 ' W / T1 9," Tj/,� T 1 7' �, ,, 1�00/1�11/1/1a', , " ' T2"6 ."\T2 " . ' T20,,, , ,#% 30 ,�/ 0 ", �Iell;llk T " " " It. ",.'11 � st, ,­'�,, �, I / -, " "110 ., 7.1 011. M,* fr ".1 ... '. 11 11 ; ­&%'p�_.qp, '. I / 1; 11 . 1. � 300 I i I 1' , g . "��/, 0 ,1 I '1/ 11 , //, g/g , t t . 11 , I / -4 ff ff/1" ­�W//­/�/x, - . / , , ,:� / "' ". " ., I / V, A ",:, 10/1" 101/0 I ... N �11/z-`Z`�&­ V/ . ...... �� DRAINAGE BASIN DIVIDE I I I I I / I IVN'i ge ,� I t \ "I t. . I I ,/.,ov I , ­...,`­� / I I _4", I , , M OF;/, .0 %,It / 1, - E30 . ", I - I . � '////� 060/ .5 " `,i'.'); ,-- / , , , , , "/// ; ., t, I , . *. I � I /I/ , , `_Iwal/ I "11 �" - �i � 9 , D P , I . 11 011111M 0/0M/ I I - \ 0 / � � #// '--", , I I ­� 11., -4 IF- 111 E , r/ // N N 11 I I I p",&,", , 'i I" _0 .111,11."a6l, I I i I ' "' , rl /00 1* � ... I.... . /I ft/0_ ,� , 11 � I & INLET , ;111 DS 13 /r, 116 11 N1.11, . . -q 11 " � 4 -11 I a , /�//��` ///(111 21) U , , I : . I I I I I �/ 'o n , I I I I �, ft I " I ;_ , : / ,/ -A. ' ., I i I I 11 � " ., ­1 � � a . I 011 , ;' � / - ... ­. . i ft A � : 4" ; 1, , 1011 1 DETAIL NUMBER '1116/111 110 : � � 11 / 1, / p/ / 11 " / . . I / � It,/g, ,�Iplzlllg, A 11 I ,,, I , , I - /"- I I I / / I . / I ; ", r%---o I �11�/11� ­'A/00/1': rmz: IMNIME Ff /w EXISTING STORM SEWER Li PRO! C .. '-. 11 ., 100/00 Pq ; I " , . I / / A "%"`___' I 11 """"'. ,Iliw :-:V////,,-y/::::,R',"-,M - -, /00, -','/////, # Q " I - I . / BOU I . " ILDIJG #8 ; / UILD G *4' I J �` 416,// UILDI G1*3 .,L BUILD G *2 -74 ; � ...... PAGE NUMBER . I .;.m I 1,/ I , &� ­�,Wl. , I S, M10 k I N ----/ I R ; J LLLL.--- ; I 11 I I , ; , f , . . I I � - (n : . I & INLET ( ; ; ; 11 , / __­�_, _,L* tL 11V ,. - - ,,_,---- I ; ; ! . , , " SEE ( � � � - m " 11 / � "'DS-25 ,_,L* LU A I ' S , FF /84.80' IL, . /// f -23 .1 TA SHtiffEtAl 4) ", F .0 : FF,;89.80,` � .80 I/ I I IV% . ; I : � ? migi, I I " M : : , I / '. A " ", r - / � 04k : 11 I / 1 !97 a I . � : I 11 . lt 11 A I if W_ V /,/ 11 /44/ t � �, f 1 M7 1 ,0, �� 1, ; I I / /' , o : � /I , 1� . 114 6 .5 10 _1d_? .,k t-VIN01- DRAINAGE STRUCTURE NUMBER : 0 � t ; � 11 11 ; . I '. liv L ". '1�p W/ �� � � f : / -,� ... ; S . 11 � Sz, YD-02 ": I a ; S, 11 ! / 11 : 4r,ap, I : : i / 11 , I I . . I I I � I I I ! ; / : 1 $ 1 / / 11 11 nlz 11 . / i ; � 11 ; � / / 11 ""'I", : . 11 DS_7_"4V , I ..., ... i 1J i " . 1* .1 I / I J` . I - : I / M t ,,,r./ , Sk I I 11 , "", Cb 11 �2 � ; S15 _*1 I A 11 .- ,.. "..... t��.7 ,,, /I I ; S§JQ -.5 'i I 61,1- ,", I _00- I S � : I 11 Z15.1 S4.e t%_ - , t­ - . � -�'. 1. . - I 11 _�' j If ...., .1 ", I., ­ - : ; 14- , 81 Z 10 121�"--­" ....' �9...' : 9 I . �, ALI . - � . - I " 0- 1 13.1, ", "o. � , 500 00/ """, '6' - � . 11-65-A " 15-0- .-.� * .W_ ;.. 7. , - - .'/'*-,,f .-. , .-..."­,,7.. ," .. -.'I:,,- - ".... I.. - :. V�v rwp�� .. *4.'� .. ,.� - It - - -� ]:-,,11,_.,* -;. ;:,�:.. �� I I . t.." , _� : � . : - "' `77-,..T"7:--_ , , ....: ­_-Jli'� - . _� . . ! * 11;.!` I ..*,; , g , : - 7?1 - , . , ., r, .,54 * * : I , I '. :z Z I . . . i ; 4 I Q ;-/ 11 -- ; I/ W11 . 1 /� mEm 11n ; e r/M11 I'Fl , ,12 2,5-� 0 0­ I , ! 'A, 1 I U�z j :z 'Z_) 8x Y;&a" 1_2 C0 223+00 224�nI ............................................. nSTREET ; T Il- A, 11-w lI s7 o1= / V0. = W= 2_ /r/9M I� N /S I 11� 1 , ,� ...i �I t; III Up-/N \ -II I . , `\. r I,.TRACT K � �: 1/ ,e434�//. � , _, ­ ; f � �, " 1r1i " 1*�0�ff ,.. DRAINAGE UTILITY : . : �1 EASEMEN-T, : - p/ q , '. � DS14 ; . � 15�p : I � \ � 1 all � : � I 1, t f T ? 8?J I - ** \ T28 1/11"." / 1; // �% ** ol�- I � . %., \� --. '\ � � ; "\ 5 1 ; Z�j � ^N 10', 47 . T : ; : : W" I I ` � � t L , .. ... , " .. , . " " � ;, 1, \ 1,. � � , , * ; I . � M � 6 P : � N � T -41 r4n-- ; " , - , ., ; /.1.- 1,I 11111 N - ,&�", O. N , . %-, 32Sx �� 'V%-\ � ,,;,N_P00SO,Pk0tD%� BOI UUE-DRA-N" N RfU " 1.� -14 , .N.,4 I *q "S ,,. NNq*No �* / I : -- . I I le LVI = " " I\ --,..,. , -�( . � , I CO � I i : . I.. �', ., 01 *11 , I-ED 11 g `-X�1_11, ' - . - � _" - - , , 1. t \ ---.., END PERF k , A. : - - - - • ,,,, I , , , � I , is i V.y1'�.';.:!:1,Y .. t I I - . - I .. % - (Z$� . . . . . . .INVER i . : *1 .", 11 I : : . 1 t I --- / "- -1` t " i,: � �I."; 11 I _ �I". �er F - ,. / ,�.. 1 11I 11 .. ." 1 0 I 11 " 1`� in: , I . '1/ /O -, '/. DS55 """ ( , )),) T- gg * q l 11 // N!: "" A T C A_ Y1 -1/i I " /Ad /- :. pRnAmn j . ,:�f6 ­.­..­ ,TI - r _1 11 00/1". -:-- : ,:P' ---- 'C", •-W ______�� . , - - Vy , , ­/ 11 Tq_ -.-.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-..-.-� I e, t . : , , , tt P ly ";Z-� : - , ;r , I I , , - ; - 1i � I . - .,. t -,. P /. .. A / i / , : I 1. /�m - / t /,rm , -1 .� - 11 F * ,# . Q� , , 11 .1 ...-.................................. - ,� .. , ,V/ e ................. ...... � t : ,� V � % / / 141* -Y ; . , ..'.' , , B1.51 � ... -, I I :� - / 1�01� dd/1111, Ed **** : 0.50% � : I �� - : t 11. . , " 0.50% t '111011, 0 : / e ./.-,9 -___-, � I - ,/\-40- 444. ----*\ 1/1011: _� t ff t i e .OQ . a i , :� i : I 1,21 _ @,r , OP YD-12 : ; I 1 1�7 � i : 1 -.4 : t 11 DS 661 1. i : : : : : 11 I : '. � P t t � 11 .11, . . . I ; - - � I I fl.111'..: e � 0 "O'�!'e- -cy. - -1 :1�,.,�. . . ;t I'll . N., C I �_� I '' : .,. � .. , * : ; , . t A, - A -,, 11 . .� 5 CO14 @ k � _T*1 ... .. � , ... 1 .: ,� ...... ... , , : 4 : . � ___�` ..r,. ... �/, ,� '. I Fg� lv\ I t 11 I ! 1. k *,,_� --_; / ..,. I t I .- , - I IT . .N i ; t - . : , k_ - , ; C `,,�-�' I . . : . . ,_ , - / ) LOT GRADING TYPE A " t , I . , ; , , I , 11 I ; ) : : 'T. "; ALL DRAINAGE TO STREET I . . 20*00. R/A �-Y/i///,,,/l,- t 11 ,N- --%� . 1. Ii I.. /w/1j i I , W6 I I ; 77-i , A/V W �11'1­1% I ; . 11 , SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FORA 60' LOT ON AN RESULTS USING ". I... Aff G. 11 , - .1 G.., A JI ... 11 4, 1 0.5% STREET, 8' SETBACK, 2W BUILDING DEPTH AND 2% SWALES 1% SWALES . - "'.. , , , 2 : 0 - . ; � ;* 31 1. 101 t�. A 0 ".. I I . , I - ------ .1 , .. I . I - I _____­1 .. DS � ___ - � , , , , , I , Dc , .1 I I 11 , A Curb -top on lot line extension at high lot comer F1 P" ". V. - , 11 / I 11 ; 1. --------- , \ A-B - Parkway slope. 12 gross and walk at 1/4*/ft. (27.) . . 3" (0.3) 3" (R.3) :%t�.�": : 'I- "� 1 2 , , ; , I I 11/101 I , `(;­ , , B-C Side Swale: 56' gross at 1/4'Ift. (2%) ........ 14- k1.2,4 / 1,0.0,l �� I / 118� 11 , '. , W?.' I \ 111. 1�_111 tm A I I . - ; C-D Swale turn with 10 rodius*. ross at 1/'+ ft.... z kv.z ) . I " , e . . ; . - i I ` D-E Rear Swale: 12' gross at 'T/ftg . . . ' 4 tu*3V - Sox) : 1111't' , 1 /4 . ' 3" 1 F_ %JUL. � ; . ; ; . C� 1 �.-. . - I I --.,--.. 0011, . I E-F Protective rear slope up from high -point of swales . . 6' k0.5) 6 kv.5') I ,,/-,. : ..... ,._� ."'. � I t - ./ _ ,;. %1; T55 - - I 1, , elf, M � � �`.`,_,. _� ". 1, . . O/ I " I -total A-F from curb to to ground at rear building wall. .30" (2-5') 19" (10) I `11 � � , 11 , I . 11 Sub \ 11 // : - : .. I I I . _� : .4 � .,." 11 ,,- 'O ,.&-%, --*Vlr �, � ... VL : 1� , ; I . I - /' . .� , � PO _1 I __-_1 1,41kw 11 ///am N 11 I . , � I I - - 0 , . I 'N 11 I.;.". .... �_, �; ... 2 VF 11 111 31 :1.,.i.7....� I 11 11 Minimum rise from curb -top to slab floor. 30" + 8" . . . . 38" (3.2') 27" (2.3') ,�­. . NY -0 // * - 11 , / �6� ' -1,1k / T54 - (3.2') 00/10 / , � , Minimum rise for wood floor using B" joists: 30" + 19* . , 49" (4.1') 38 t 6, .4". *. 1r;..; CP , . / -, ; / : 'g, t I al .11 e, I w I I'll - . ,001111�NP . I : I � Z 0 lz) Lki . I 6d s: �z a R � LAJ - �z �z Wk ?3 � - O O - Q 0 IV 4 vi M le D r A-8 W W NQ 7 C� 0 ' *0 3 co I A-•.0 W Q 0 %b am Fft b 0 q -% le It wl P- � " .. .. %W 0 -0 C M I& # � a . I- -, .0 I I I I ! . ? , I I 11 � � , I S I A 11 aft M '. E ;?O, t 114/1,11 Q, T53 I : : � t '<1 , � ; 11 i "10/110-M, " .1 a % � 1% •.j a . \ *V�. \ . It t I I / , . t : "I-, , All - " I ; lift * 3 d I 1. a I.. s .. I .A 11 11 I FHA TYPE 'A' LOT GRADING FHA TYPE 'B' LOT GRADING W A 0 , - , - a I ` . . ; .0 : ; 11 ✓S : . ... . W. , ; .. - � � . ; 4 4 a t , ; U "t I -/ I I % i - ''I , C , 11 - 01 - I I I / �/�, ; : *.� it C j M I . L4 ; ,5/-- 1 " ': \ V- -/� �• r M . ....... ... " A, I 0 T t 0 t . CO-13 11; P ,h ,1.1. ! ; - .1 . 11 �i'11' T33 A It I 11 I C E a t4. :1 - .-IN111, ,,-----,,, I "IF ' I'll 11 .11 0 � . 2%j 'I., � h, I 11 : / - T51 I , ;; "I t , . ! . , . I . - t- r. � I ;3 ; 34 \ 1 t. I \ .". .1 - I . . t .. '..�, 1, t : - : \ � ; : . -1; I.. . . : * � - . , , . t % "'t, ""t."', ; ,I *1 I /. i t it.. tit�:; "' AN 0 "", 11. , . C %. . ,;" " ,P. . )" o"o"000�f. � : : t I 11 t : ' 0,,J i/ BEGIN NON-PEI "N' . � . •IV ; � t, #. XTEb .T, I 'A ** * � I 3 n . i - . `(EAST W K I )i k;. it �`, . . , , , * . ... ... . O�;JD PIPE ; .�� t � \ ` 9 �,_ V - I : ao . .. , I . . 7,A - � I : .. " � 'W / // , . ,­1 . I .. t, -,qpl. &-­ t., '10 , "' " " . , 0% ,.y .. �..' : - . _ I ­ : ` , I : �. : �:t \ , . V/ V* ..", : T-56 1' W ; , - 11 1�1 , I I - : : � " I 'I I : � , " '1/ , "'. - 't. / *,� �', A, .� : � , - '/ : ; I : : 41�$�,, ,.r , , � , t I . , . , , . ,.,. : I. " , , 9-- I \ 11 ; " , � � .1, J . / . . � �, 11 t. , I'll - I .".. � 1. . 11 : I --� i - ; .5 , \ I'll t t " T � 71r, t1l: \ %_.W, - t : , 1 I %, , ,../" I ,,, ��;% , 0 0 ; : /1,1�, `%h 1; , - - , , .. , - - .. I \ \ � .: � // ". ..... : , t . / i " ., It _Zj, t ,�_, ,I , , 1 �% "P 11:� ,� 1. 1; - : WV �p 4, I ., ,.,..,. .".." ,-­:­-- /-, 11 ,� R I - t. t ; I "'..., ,..� . .­­1 . .: - ­5" , . & __ I. ; I - qWv�, , ; . \� / ,%. ­./& -q, -, �11 .., ,,, ... , ...., . . � " , �� F - , I .Wt,".", 0,,'� -, I : . - ; t - , .; , X �, ', %,v : : , 11% / �,:q 11M ) : .1 1-5 . " - .. ./ '.. , ; 1 14, 1 - . , � : - 0,1� - It i /�� 11 : ; t. �t"` , 1. , : -, % I 3�_. I , , . / M : . . �� , j - /// / \ :,.-,-,j ", 'i . / f, 0^1 I ,�, 0 F - . � .\ . , #:,A I I � &V#r .., / .. , � - - I I t . I : b, 1% A , ! 11;/�n� '%� 11 .. : t� $ "11;.., ,C .. ). t '.. : \ " 1101, I - �, �MP11`11��. t . I _ , " 'I ,�,Ak, ,?A, � � , . I - ` , , , : ;` -, % -- - , -, ". � . .. , " '� ^ ". t - ?­,. -1-1 , , . � . " , : .,\ , f .- I , -0 . t , , " "I ... /-g.,, * , � R " -.,O, ", I ` IF U TIN, �- R I - I . a 1 ,:, I , - , ... , . . . . . -. t t t - , ,..,,,�� ,-,.... , � , A" , , 0 ,� ....... . � . ; , , '..., I fl....'­. t : , , " `�,� " : , , r­ , <� ." i - .......... , �" ,/, / - "X/, �" " "..." -- I . : t t t " _.. , * - , %. -.111., ". ..... ­....". � t I . . ,�,- %� -�<�t,,,.. : " , , I ... I I I.,"', ". , , t . : � . . . .. : C) i 11 , \ ,'III I,. '1`61. �� . , : : , I " : I t i � i t .. . \ A I �? ..., --I , N� I %, 0 SOUTH BOUNDARY UNDERDRAIN \ eNt t.. _n Q =C0_01 CO-01 TO M5=0-21 M;w r55=0_61 TO fW=0-71 � 's ` H I I .- 11 J�, RIM ELEV 96.5 E INV ELEV 88.0-S'ADS 117 LF OF 6' FULLY PERF. ADS W1 FABRIC SOCIK 0 0.85X RIM ELEV 88.2 W & E INV ELEV 83.1-6"ADS 114 LF OF 5" NON-PERF. SOLID ADS 0 0.79X .0 ', t \ ;0 - - 310 0 K M ' 1`0=0_21 =CD-02 TO F0=0_31 � r0=0_71 TO M5=0_81 � 4 > C) RIM ELEV 94.5 79 LF OF r FULLY PERF. ADS RIM ELEV 87.3 137 LF OF 6" NON -PEKE. \ -)... I 0 0 0 W & E INV ELEV 87.0-8-ADS W1 FABRIC SOCK 0 0.78X W & N INV ELEV 82.2-S'ADS SOLID ADS 0 1.82X - t. , n -q Z CO-03 CO-03 TO W:6-41 =CG-,DB FC-0--0-81 TO rEBZ713 . \, '. , it 11/11 , /,.. . t RIM ELEV 90.3 W & E INV ELEV 86.4-6-ADS 88 LF OF C FULLY PERF. ADS W1 FABRIC SOCK 0 1.93X RIM ELEV 83.0 S & W INV ELEV 79.7-5*ADS 431 LF OF V NON -PERT. SOLID ADS 0 0.8OX , � ;: 0. .xp C_ FOR . tX < rri 0 I& CD-04 M&-0-41 TO CO-05 (SEE PLANS CO-09 TO CO-12) %. \ ,. . el * i 0 RIM ELEV 8&5 So LF OF V FULLY PERF. ADS CD-13 RIM ELEV 79.5 r55Z713 M 35 LF OF 8* NON-PERF. , t ", N I U Z 0 W & E INV ELEV 84.7-6-ADS W1 FABRIC Sol 0 O.BOX E INV ELEV 70.3-60ADS SOLID ADS 0 2.00% I - i 1. 11 \,, : 20 . rn =CO-05 =CO-05 TO FM=076 S INV ELEV 74.3-rADS .�� I - . " 7. I . t "...,-, . ", i M RIM ELEV 87.3 115 LF OF 0" NON -PEKE. FE&-1-41 r5PI-41 TO =DS-58 `,"..., ", , < > 9 W & E INV ELEV BCO-G*ADS SOLID ADS 0 0.78X RIM ELEV 80.0 S & W INV ELEV 73.6 -6"ADS 10 LF OF 6* NON-PERF. SOLID ADS 0 0.8OX I I , � "..'...".., *%-,,,, - ;0 I M NOTES: , ,. " ", 1-1.11- Fn 00 1. COORDINATE UNDERORAIN INSTALLATION WITH RETAINING WALL CONSTRUCTION. , 01 011;1�. " 0 2. UNDERORAIN SYSTEM SHALL REMAIN SEPARATE FROM YARD DRAIN SYSTEM. I , ".. %, , /�/,* � N th 30 & ALL UNDERDRAIN PIPE MATERIAL TO BE SMOOTH WALM. I.... , . , �` " 1.1 TOWNHOME & REC AREA YARD DRAIN _4 00 > 17YD-01 rV570-11 TO =YD-02 =YD-08 =YD-08 TO =YD-09 , , I `S& -.. 1. % N: ... iq GRATE ELEV 86.5 75 LF OF e NON-PERF. GRATE ELEV B&I 31 LF OF 6" NON-PERF. , � '. "..'f% -;".-_�'- a E INV ELEV 81.40-6*ADS ,­=�% . SOLID ADS 0 1.00X N & S INV ELEV 7&74-eADS SOLID ADS 0 11.00X - ., 1. -,, , t , -.& I - t t I"WO21 P57072 TO =DS-22 =YD-09 fi5=079 TO FD3=151 .. N ";:N t : GRATE ELEV 88.1 ". 32 LF OF e NON-PERF. GRATE ELEV 82.8 15 LF OF 6" NON-PERF. ..,., 11, ­ , . k . ,N, :: W & E INV ELEV W.65-VADS SOUD ADS 0 1.00X N & S INV ELEV 7&43-6*ADS SOLID ADS 0 11.00% -, ,�,., g 0 0 . �., __ - ., P5=031 - rY5=031 M F5=041 � F%=io Y ­1 TO F-D--1-11 . , .� . - \'. ,.` *. . . . %, - , '' .� St GRATE ELEV 82.2 t 75 LF OF e NON-PERF. GRATE ELEV 8345 32 LF OF S' NON-PERF. IS ,-... . q� . . "EN �­ � %.,. "//., . A : . E INV ELEV 76.55-8"ADS SOLID ADS 0 1.00X S INV ELEV 79.5 -CADS SOLID ADS 0 1.00X � .. ., 1­ . ..N f: I . % 7 R E_ -AINI`N =YD-04 =YD-04 TO =DS-25 rw--m =YD-11 TO FY-0--l-214*MiLL %.-1 """' , GRATE ELEV ap 33 LF OF 6" NON-PERF. GRATE ELEV SC5 25 LF OF 6* NON -PEKE. 1% .., ,� \--1_-%,. .-.-.__..-..1.', W & E INV ELEV 75.60-rADS SOLID ADS 0 1.00X W & E INV ELEV 79.118-67ADS SOLID ADS 0 11.011% , 1. / . '.. ,� VP `. , =YD-05 - r!5=051 TO =YD-W - ri5=121 ___ =YD-12 TO FOS-201 . � , , , . , , .. .. ,I, t, ,..\ ". �, , . I % ... 1. . ;-,.% 11 "I'l., "N ., , GRATE ELEV 86.3 75 LF OF r NON-PERF. GRATE ELEV 84.3 52 LF OF 6* NON -PEKE. -1 i I I ,- �/f,, W & E INV ELEV 81.08-8*ADS SOLID ADS 0 1.00X W & E INV ELEV 78,93-111"ADS SOLID ADS 0 1.00X . \. I.- 11 ." �K10A ?" ._00 t: : -06 . YD = -- - DO 09=181 F& I To IT 17YO-113 =YD-13 TO =DS-17 . .. , t t i GRATE ELEV 85.5 33 LF OF 6' NON-PERF. GRATE ELEV BL9 5S LF OF r NON-PERF. . �, *1 . % . "..". ", I, ­X , " * :., W & E INV ELEV 8&33-6*ADS : ; SOLID ADS 0 1.00X E INV ELEV 77.7-S'ADS SOLID ADS 0 1.00X . . , , , , , .,\ ,,, "', t. I I, =43-07 FYD---0-71 TO =YD-08 r9&;w ri5=174 TO � % 1. I . GRATE ELEV 83.8 I S INV ELEV 79,44-S'ADS 70 LF OF r NON-PERF. SOUD ADS 0 1,00% GRATE ELEV 80.5 N INV F1_FV 77.52-8"A 37 LF OF V NON -PEKE. SCUD ADS 0 1,00% t t : I 1; I t ;� N . 6 1 5 .. 1". . .. .. 1//1" �, /I ; / a7i I L G. _1 . I I . % // ,; /X I 1. t '� ,,� ; / 11 - 'If / 'I : _' I - I yet / ...", I t i P7 . ' : ) %ri 1. I , �"/ / . . t /�, 11 I I I r " ­/ I � ; � 40, /-', Aq.�,,, 1 /i/,Pl / , . - �F . 4 I .A ?/ / I -Ir . I . loo�',` - I , / /%.-'/'1[:t` / - 0 / T � I 11 A / I C 4) le 'M 41 / C -, " 11 / ' r. 11 I ` , I I / I &f / or I I M ;. / ,z*1 -- / . I � . "I 11 __ / "ll, 11 11 ; , I rl<y -, ;, / I "'. , 11 11 / /. - . V 11 11 - . ■/ 411111 � rN 4 1 I I W T. i @12 , 11 / 11 11 �- � //,�,Xt, 'i, , / / - :.".-*:* It i . -r ., / x yj*, / / - ) ...:. co I � I I I 11 W, I I i ye4�­*,-v 11 I .-*--, * ----, C4 i t �, t, / - I 11 � I ,_� v At, . . /, , � .11 - - '1� ,a /. ; -q( .e . 11­1"7 ./ - * * , , P 4 -,* - .............. e 44 lll t �'.. I, -, -��]�*.`iil�li�i` * -�]�]��-*.`. -i - - : - -. .. : 4M, ri, /r/v .1i�iI.-Ii*., -.*.* -.]i.*ii�]i.*.* ...]�` r11 � z -__ I I r ­41 r -.,.-.,.,.,.,.*..,.*.,.*.,.,.,.*.,.,.I e 4� /? ) -, � " T48 ;1 /� /,W,' L __� .1.1.1.7.147.1. __ M X 6 : , . / , . I I / / *�' ',, // /' /, / ................. -/_ / JZ16.1 V , , I --- ,_ 11 / I I sloe ) 11 ji V ,'I ........ ..... / , ,� / -vi-k 4 C I . .- 11� � � / , L' , , /­/ / F I , 1 / - -­-, 4 / Id a I f r 4/ 1, 11 ,..� I ku)F..;40 I - '_� - i /,,I MR i I " t t . . : " '. . / SIDE: SMqj � : -A / , _E - -RE-SWALF ' i t I , / �,­ I : i / V / I I - lftI� 0 1 : I � t / ... , : : ! .1 � / / - , . / � � - . . ,', " t . i , . , : : . � 11 I - / - : : . . p A. : t t 11 11 I : F/11 : ; I . I ., t .1 / z : I 11 1. / " t ; 71, I I .­ T46 i 11 I / ` ; - / .4 / I � ; I , / " I 1 W / ,', /_ -, I .1 LOT GRADING TYPE Z 11CC "I : / i .-,,If / /,�` ". 111111 i : 11 .1 / , /. LOT GRADING TYPE C Q t . , � : 11 `M/10 / . ,�'..�. / '. _ . I .. ,/ : _� 1. ALL DRAINAGE TO REAR LOT LINE WAY AND FRONT ROOF TO STREET. ql::r cc : ... : 5 � / ALL DRAINAGE TO REAR LOT LINE EXCEPT DRIVE � .. , ", /; I " " . " , , , : T45 / // . / ; //�,, � ".."Y /. . , " :/W, _._j I I' 1�1F­'t,._ :% ; / , /E & WIkV 7�5 "I / () I � I ­... i , .1 I / ­­-,t��/ / 4*, ..,- /�/ ; I ,/ SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FORA 60' LOT. RESULTS USING CL --- ,,, ♦, I ; "', I I I . , . /- FRONT SWALE D-E AT 2% i� " , .... / / �' 1' / /' /'. 28! SETBACK, 13.5% DRIVEWAY, AND 16 L 1 % SWALES . I ! / . .1 ** , � , , , - I , / , '. , , , I ., .., DS i2i t .. .... . r : ; ; �f , �� / / .. I/ I //TYPE MODIFIED 'C' LOT GRADING I , L, - I : // / �; / / /* -top at high side of drive near low lot comer /./ /," 11 . - A Curb � - 11 ' " "', Uj I . 11 I i 11 ! I I � % - A-B Parkway slope: 12' grass and walk at 1/4"/ft. (27.) . . 3" ( 0.3') 3" ( 0.3') : I I �,,/ np) I - 4! vertical curve from up -grade : 11 . 7'_�- ('017/6ERM/7" " c 0 t - .11 - , , I V1- � / ( ,, B-C Driveway g . OF# , r , "I, , , ,�,, 4, , / .." s /t ,,,,,,, , ) t ", I - .-. � X., I -grade drive on lot.. O" ( 00) 0 ( 0.0') % , / i , I "I / " I/ drive In 'street to down , , _ I i I 11 rl ;t �, / / / C-D Driveway down grade to point 10 feet out from building W : : I , / / ,It " / / � / / I i B � >- t . E I . I .1 . / / i line: 1,V at 1 5/8"/ft. Q3.5%) ......... I -23" (-1.9'). -23: (-1.5) , ; t I , . I : ; i hid 11 I I` """' "I" 11 tA ; / t: / � ""', D-E t Swale: 10 at 1/4 ft. (27.) . . . . . . . . . . F 4 0.3 � 0.2 j I , .. �111111111 ��,­ / /,- i "" I / . 11 E F Protective front slope up from high -point of s les . . 6 ( O!5 ) 2 6 ( 05) __� 1. , I ; I ct , , , w i , ,1 11 '�, �_ / "I "I I . _1 9SED // ,,, I,", - - , IT 4114 J' ;,�, ; 11 ' ` I . ' I ; I "I / ... /// 11;::C W - )< - � . : C , ' ' I I I I .1 ; 11 / ...... " "I Sub -total A-F from curb -top to ground at building ...... 10" (-O.W) -12" (-1.0') O , . ` ` ; I I I ;; WE"NL) pm I TS 4&, . ,I i ' I 11 11 11 11 / / ". "', Q� (n . . ` I 11 11 il 11 I .. / 11 --,, "I I . . - ; , I I I I " I , : I . 11 ; I I I , . , *,.. . . "- ' " 11 "', ""4 ............ 11 " ,,, "I ,,,,, Minimum fall from curb -top to slab floor. -10* + B" . . . . -2* (-0.2') - 4" (-0.3') " , " - �t t " 'It, 11�1 ; ! 11 ,T,,,,, I . ; / " 11 I , , 7. ,!. 1". i 11 il / �""_ ,,, , "I Minimum rise for wood floor using 8' joists: -10' + 19- . . +9- ( 0.87) + 7" (+0.6') 1 . t 1". * �' 4 3" 1 ..r - ..j , , 11 11 i I 11 1". " Q W , , I I " . �7 \ f .�Ilt 0r, . ; I , I , I / I "Ill .......... � - I 11 11 I . I "Ill . . I ; t Nor %j I I & : ; I I I I 1Wrj%* I , � i I � 11 I I / - . : I ; I ; j ; 44 .", , I t .. I " : . &""- 'V I . I 1". , 1. "�,­ ; .1 I I 11 i 'IF kw INV 71L., 11 ". I ".'' FHA TYPE 'C' LOT GRADING � 11 ,,, " "", , ". I a I ; .1 I 11 11 "I 1, - ; I 11 I . , I I � ; .1 .1 I 111, / // j,"I/f Q,O-,;09 / �-,!, "W & � 42 " " 11 I t 11 jjl' �11 I . I , 4K - i : ; I'll "",­ �� . 1. F/V 11 11 ; I 211 m0// ` . ... .. �`, '-`_`7"`%.,,% ,,,,, ­,-WATIE I -. .. : 11 I" ,E J� V � ; I 1,­1 11". ,,, I " : : / " /I "I 1­11 "'." '. . . 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U1.1 , t � ` T3 ; - 'r X, BY 1 FOOT TO REMOVE SOIL MATERIAL CONSISTING OF � t I I . "I. . W I.... N / ,­-__`jP,5-� 20011-1111"" : � t I : t. , .. s -- 1i SLOPE ST.ABILIZATIO ; I '­_ ,,I' I I- :C WITH GREATER THAN 57o SOIL 11,11 '. ." � . ; , . . .1 11 , _�', """, , gx.. �. ! 1. . , . .1 1* ".. " : t . , I I " _ I t ; i � "I 111. " . i t : . hk�l I ill '� `- , - - D ", /-­ '11-11- "", J J I . , .,,�. . " 11 "" I z 0 PARTICLES CAPABLE OF PASSING THROUGH A #200 SIEVE. ; r , ,,, ,,,, " � I : � ; : : , - , .� ; " .. '. - � i , I . I ; -, I � : , ..,.,e ,�tt I "", 'I - "' 0 , .., � : F .., . ' ; � - i t" t" APPR:QVEd BY � F ,,, I , . . �� " If , : 1 __: ': THE AREA WILL BE RETURNED TO PROPOSED GRADES USING t iff 11 ` ` , ,:1:::: , , 1 ;__ i � , , E ,_'_'�""11 "I ""I 0 L SANDS OR ORGANIC PEAT OR MUCK." . t : k I * 11 I. i .11 , I , ,�dK"� I i I I � NGINEER I AND C I TY , ,::::' I .1.1 ul I , : 14 � s ; ; ; , 11 . , . , ", " ,,, . .1 : I . . : 11 I , � , 3 : -� , 4. :OF 0 OEE "I 11 11 ..'. , � : : , �_ , 1; ,,, , t _,,Al, ,,, �,---�1---..,,.j1,,,*1 ;,; I '. - : . . C , , " I Uj � , (TYP.j)k .1 " , � . i : . �', . . , � i . � '? .., I I ; : I I C�d (3 Z, . Q _�j ft--. %:t Ek- J.�, ct 00 11q W a Q a-- a a V) : : � : : I 11 I - '. .117, __ t, . . t , ` I 11 � ; I,,, 11 I 11 LUM Vj \ 4 I I . ; , , ""'WE FLANJ) ` I I . t I i - "I " 11 I : - . � 11 ,,, >.- . - -.11'. � 1. I t I - I , " : � _1` 11 I - I I " " . , . .. , - : t '. I I "q \1 .. , I " , - �­ '1> "I /A ; . 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WI DES USING ONLY CLEAN MINERAL SANDS OR ORGANIC PEAT OR MUCK." - 1 6 I I I . / / " !, i I .1 /v p � � -7 1 Iml/%F ; , �-20n.7 / / / ., /' .; / / // ./ . , , I / I , . . � I � . , ,�� 1� I/ "I ll� �11 /, /' , / ,/. // ;l/ // � 11 % / .1 11 11 ;l t� ., / I / ... , , " // I/ 11 GEOTECHNICAL NOTESi CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL ENGINEER'S RECOMMENDA71ONS FOR CONSTRUCTION PROCEDURES AND SELECTION OF SOIL MATERIALS AS THEY RELATE TO SITE CUT GRADING, FILL AREAS, UNDERDRAIN INSTALLATION, POND BOTTOM AND TION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE SITE CONSTRUCTION NTH THE GEOTECHNICAL ENGINEER. COMPACTION TO BE LIMITED TO PAVEMENT, BUILDING PAD, AND SPECIFIC AREAS CHNICAL ENGINEER TO ENSURE PERVIOUS INFILTRATION AS DESIGNED. ALL UNDERDRAIN PIPE MATERIALS TO BE SMOOTH WALL. 5 1 4 I , [f "I , ", "" 1­ ;.1 fl&, %Oy m . . � I 1, .� \ � / � , '[�\V/ �/?////O " r/ � " � , , , , .. , .. Go. , . . , . k ... I I., a � F] ; � - -. , � 11 " .. 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I , , � I , " -1 " , � � .. , I s ,I -1 ". � : ./ � - � `� . � . . \ g -1 I t.. t. �� I , -- � - I, - % I " " % ", i� '. �l '. � t I Jlffil/l. � , *1 � , I * * I . .1 � . ,I � .. ql:> , - I � i � . I ., � � �� `�Zl / 0 x . -- - d, s ` - I � . "I � .. �� -1 I I � � , %I I � I ....., . - \ \ I , 1 , � 0 . - ,> � . .1 . A/ . �� ln/� - " m '-49n . 's im �1\ I i , , ":� \ ", , - , , � � I . - " \ 11�1>� ".. I . � I I I I " , . I . I '* I , , lo. � N � 1-­41��- - I I , , , . . � . . I . , , . I .x ". f "I *. � . I ., " F .. , - � , , �� . I % 11 I * - , - , -, I I I 1, . 11 - I ,,,, �l I , . , I 1, . " - I � i - I , % : 1. '. '� *1 - I I . . I � � i � � .. , i 1� I � : � � � \ , � '� I � % , ,'I � I , .. . 1. I " I � ". . � � I � � � : .., 11 " 1. 11 " I . I 11 I " , � � � � � � I � I 111 ". 1. I 11 . i I " I I . I I ` *1 - - . . % 1. .. . . " 1, ll� " � *, � , . '.. I 1, 11 � I % � ' " 11 "" 1 : � " ` � . - * i I .. I . I � . 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COMPACTION TO BE LIMITED TO PAVEMENT, BUILDING PAD, AND SPECIFIC AREAS DEFINED BY THE CHNICAL ENGINEER TO ENSURE PERVIOUS INFILTRATION AS DESIGNED. , ALL UNDERDRAIN PIPE MATERIAL TO BE SMOOTH WALL. 1 4 1,111L 3 bq co q n 0 0 + M Npo , ,.;, "., O . .. w? , " . .. , . // , .. � , , n , , " _­', i nsw // - " -, ral ?/ , mwl �3 " _0 � L�"/ ­7 "" . 1-1 , ,� , 11/111/1, m...", ,/f'//lill --,,, " >���,.6w�r///////��6/6///�/�eeam.......,,,/////6,//-/,e/�,��e��6/ww///z6////6�e/6 r 111 w I I ll� Qj , p/oli",_ "I \ / ­1 FOR CONTINUATION SEE SHEET 10 ol / ' ,F".,F/L /0. /8.,"6., ./2—* '0 —;l /' // / / / �,"" / 1lI/ �",1/ /' /' //..; ,,/ 1 AA ,0 � ",", ,L1 /, , , I I ,,/ zl,0, "/ /wo p///MZ I /I O o // 0 / oo�,ew mmopo 1,�msz/// F/O/,///, Mw p/m/m, F//// , , �/o mo, , " ! w E / I 11 - " - rl " 00 V-) / — / — — _ , / 1 '711 �,, I ___­ll I. i I I / i : i / I 11 � I I / / /,.i` ,:;, `/0�iAl/ I // / I /11 I 11 10 -.,:, N1146 7- ', I �;. // / 11 / I ­ - �� �,� / 11 ,iWALL/'E­ASE,MENT � ............. .. . .. . ... 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NG WALL,1 ,"," 11I >y "�N N A�// :EASEMENT I ,\ M1/ F.F. 80.70 �"" t --,"_"> I , �,,, I n .' ",- ."i _ 9 I 1� ,", ",/"­­_. A / I " � I / '0- "" / / / 36 RACT D2./ 7 ,. . \/-'V/'QS-59j,"F.F. .90 jq�CT 11 LL. 9 LF OF ­\F-/", I* / // RETAIN W_"..., -D0-T. TYPE P MANHOLE /" I11� II 5 - �� / _.. �RIM ELEV 78.50 z �'RUCT 219 LF OF w II '�\ " I1� .1>4, .4 1// PROCTIVE E ON TOP OF WALL 000NST TEFENC S INV ELEV 73.49-18RCP )� , .I.. - v....�w N INV ELEV 73.49-18" RCP '� , ­.. .. \ BI vp n " I m1 ,W I ....­: C5/ 11/1171 'o , �1t / * ­,3­1,IN,,,;",,""� I_. /... ..:�1 - I I j f%I",,,,;m "_ /�Ap,g g... A , I! & /11/At . -A g, ,�1�W ./RN0R,I;,;;.,*1",;,;,',�-".,o-x-A- : "" . i , _- /I , � �0 � ,�;­, ,2", .1l1g..,..� .�-! �_ \ ,-lI§�,,­aF�t`,I�, ``1"­11I.... .., a0 �_1�_O�NlI 1 _"/ .1�n L" ,1, 25 UP,6,,_a,, LANEt- 0.h- -" \/ ,,�"�,�­-,_.,:�1, ?�,-,,, � "Ai�. ..W"N-- % .I I2l.k11 ._III: ­..... ....%%...... ,.'.. -",,....% .... " . ..' S"I .,"-...-1.I....,_ \ \t. \: ; I.I J-II%I.4 I 3 '.11` 't .,,...t It ..2.%" ..,11% I1.t7 -- 1" I,t ' . .­ ............,..................� , / 1­... 'I t/ / dI 11" ".. _... . ..t11 ,Is, ­ `_.­ ...;, *s ..111�1 .. ..,.:. A.`... `.F.i 10 t" ,. . oI I : ".. p,, , t.,1, ____-._,iBUFFER ,,`/� !"'A� ,.,W/lRETAINING,.J" 0/1 .. I *"0:5i3/.",�IV 1//�... ...A4V� V,_L_Dtl Zd -] i'WALL ; / &%.�APPRZOXI8 MATEAD J -o 0_ 1 / ---A ; I ,.. -, 01IIFL _- I I ; 0fflww� 2O,, � z, " _tv. mu`p/m/m, , WETLAND CREATION AREA WILL BE OVER EXCAVATED PILANU REPLI_� cACEMENT AREA NOTE& ..,Z K �/ / , t.1I ?p 9 BY 1 FOOT TO I ;N �I TRACTAl. 1 Q .. 1% 5REMOVE SOIL MATERIAL CONSISTING OF CLAYEY FINE SANDS WITH / �, �% / .I11 1��" PARTICLES CAPABLE OF PASSIN1: G THROUGH A _139 LF OFI��. t , .201. -_ I �I>L00L0Q;._tL.- - .J#0 SIEVE. THE AREA WILL BE RETURNED TO PROPOSED GR1-_1ADES USING � % [ 00.18% / I C.A"TN........ z ONLY CLEAN ".1 78L SANDS OR ORGANIC PEAT OR MUCK." , f:t � -\4. I/ , 0 ? C;tF 1cp \ , ` 4. /" 5 1 I \ 0A ; .WE1111...t �..., , TLAND IMPACT AREA = 0.29 AC . GEOTECHNICAL NOTES , ` \ CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL ENGINEERS ,­_"� I .,........­1-1.. IqRECOMMENDA71ONS FOR CONSTRUC1ON PROCEDURES AND * ..IF.0,T. TYPE P MANHOLE HARGE STRUCTURE 1I ET 11 uI SELECTION OI -j F.D.O.TTYPE C INLDISC F SOIL MATERIALS AS THEY RELATE TO SITE CUT "VLEV..79.00 � 1 ,1 GRADING, FILL AREAS, UNDERDRAIN INSTALLATION, POND BOTTOM AND " ­­ELEV_7,3,24-18" RCP I GRATE ELEV 77. O1 SIM 2 ' I CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY < ....'- ; .i S INV ELEV 72.91-18"RCPI,/ --,/ ... NN INV EV-�-A-18 RCP0 ,"'l-.­WETLAND REPLACEMENT AREA = 0.64 AC TO COORDINATE SITE CONSTRUCTION WITH THE GEOTECHNICAL ENGINEER. i (SEE SHEET 34POR DETAIL//1 0 I � II q f/ j all COMPACTION TO BE LIMITED TO PAVEMENT, BUILDING PAD, AND SPECIFIC AREAS J < , CHNICAL ENGINEER TO ENSURE PERVIOUS INFILTRATION AS DESIGNED. It— 0 1 C.) %k V.- __ .� I - a_ . 1 5 - T_ - . _w -W. 4 A11161 3 1 2 1 1 a a, za - I (n , (n DOUGLAS E. HETTRICH, P.E. #69040 - -,. - - __ '- /, , , ; f I ­ "I , , i / f / / 11 ,am f *11 , .. , . , . , / " , , � I I i tI ,=,111 - t ,7 , /�,. ; � t : . 1 t . i : : "A " \ .., I /: : t i '111,,j t : I � : , \ i" ! V11/11111 , � \' \ "I A � I t :4'..""'. , I t t : ; : : 1: : : i : I : I : , : A : k I i s : : I , * , ". Nl�`,.:".,. � \ N�"­­ ,--,--,.. " '.. ..., , ZI k%. ,",..." A& n - . ... , _><�'�............... , _,11 I, ­ -`'......." / , \ I i./'."._".,_...,./,.....N.._...� .I..._". .."/......... .. 1. ./ . . . � Il;..�. " '. .I -,� I- , / / rt:// // / / , 1I I/ I "I // /4/L/A, / / / / D S-36 StA. 331+BQ.4'Q172Z& ` TYPE P MNHOLE(/.,./ / F.D. / / ' RIM ELEV 79'50 '/ /NL,INV LLEV�/ / A/�`/AL .66-/L Ku, � "arc // INVELEV7W2.6624R& I -" /I I /- / ,// "/'. //.. I /-i, "," I.",/ LIMITS ,1/ / /tld4PF /CI I " TRACT C1,/ // ,,/ WETLAND / k/ , , AL ', ,���/.!/ "f /, I ......I/ ; .*,"/.,,Y /Z _`, " ... / /" ,,r ,/ a......../0 .., ri I .`. .. ./ 1. . 1'... .1 . /B .. ,... - ,. I.. . . L .._ . 8 _ 11 . , _ 'I1 1 ," , " . I ,"" />_."" - W ­ .. 0.. I / / - / . t . 1 , ; .I- / 1 V . . _ .1 1 \ 1 I` 1 % % . . , ,. ,- - . . I ? I-1 , I. t ,.. . ._­ .. t. , " . _ 4 .. m O Ip 0 , 1 ... . . ., : 1 -- . 1;11 .s * 1I" ,1 % , #. . .% T. + I 7, 7 " .. ­ "I I/1. .c -. .. ,1. , '.V ­ N6 . .. t I1 '. - . " " II85 k ` . .I 1- \ ... _-. I.l '., ..-. . M , " i N 1 mI­dI - I, *l" .­ -1 " I" . [I 0FoI 0 ",n/7 _1"1 .#.11 _11 ­ ; , UzIr01_ 1 -10lu / J )l- -i&/ " II1. - ,_C4zft1_ �;: L (:0§ zJ i4ft . t I q ".aft 0 ,4a.%lE w1. ) (c0cMm041r*0n 0 D ) ,z-c --3�ZQdQz) 1i � -n 1- 3 1�- j 1 -8'!'v0&I �isa0A3s.a cc4vx.I-.NoTs0macacTo. . 9 . 0 -aV" 1 Tqv0Cc1CutII%mj01I06ce6EalqNc m Veo3Fw%L ic0cI 1 % - 1 � zt c . c I -I " I ., I/ I\ VP�/ - 1I FWALL 9 8 Ii , " /, \, 1" a� / "- rE 0-­/A'A .. 1 z/j. - ,/ /11,1,1 I 7 I � k /, �( apq-1`y ,AN� /,. // Q I / m, \.I1/ Q, , " � _ s , mI I - i" j i// /, / g / Q -, // 1eI � //. 11�E , ��I. A S II 0 ;- icn a- -X / I .-.. / I/��"40 I "W�_ . - �O . A ,/ F.F. 81.40 0 c , -// f �� m . z11-"\/� , "-"..," " ­\ z0.�?/Y1(D _m`/`��l�Z!�:" ,/"'ImM/�" '�� ;� \Y/ffm VlVI ffl"�///I /IM1ME_IaE 01..__ mmV )� , M1()z 11>­ 4/ I \ � 01 / I \/` Q.\1-, w le%'1x, ­ ..a1 1 ;" i r, 1,/ 1/. . ,cc L_- - I , s., . U. ,/ , 1�o I � -F.F. 81.40 / I'1 p /!,I`, 1 I _. ;/,,/ ;, I . -// I- . " - t I I I I," .. / .� 23DR_1..... ........... 1 , NE.............11....­...__.......�.......­­I .b � e ow � EAzcNENT D I gcc m I I m"i�o.I1�qa\ : 1- . 9/�! N"A,'. ccI ? 0� `#9.3DS-35 .A . " V/ 4 /../ ;jB . C ,` , / "­r?� Oft ,-__F. F. 8 '-70 79. 1 ,, a . % 1R.6 / x / NVI/I r-, F.F. 84•50 I I . , I I - 1 / ___............ ....­ . '_" "_................_"//I.9� 59% " �,/ 1I / � . f, I ,• \ I ­ �_ L \- - - ­ __ _._/ "19 /� F -0 � 1x\ a .9 ""//91 TRACT K ........- ",.............. .........._1 /\ mM. R'"­ 1' \1...elxNlmX=-,4"w, M/_.� ­ P�/�/-m Ism mm M'% - 11 Z/ E /ffl 170-'1 fs� 0 ,X, I'll - I1I1 ------ �,_ e" '. ,\, / �/_`.` ,% / . ""S-3 1 / // 1 -uc 6 A ".1 1 .7 ,/... BEGIN 2 ING ." - _...._R1 )34 \ , .. RETAINk & 0 /�/ W8RCP �� 9.0 wv- 16.5. LF OF 11. \A\ t 04 / .. . , , ,­ 1 o- , .­1 I­ Q,1 , _ ...l.l.i1.1.A ,L.".,'L 6! ­-ff, I o@1.....0.18% \ 1�/,,,U.Jo% I F.F. 80.90 I m ".. A,, , , "L \ _ /� 1 (b s , 37 . NG WALL,1 ,"," 11I >y "�N N A�// :EASEMENT I ,\ M1/ F.F. 80.70 �"" t --,"_"> I , �,,, I n .' ",- ."i _ 9 I 1� ,", ",/"­­_. A / I " � I / '0- "" / / / 36 RACT D2./ 7 ,. . \/-'V/'QS-59j,"F.F. .90 jq�CT 11 LL. 9 LF OF ­\F-/", I* / // RETAIN W_"..., -D0-T. TYPE P MANHOLE /" I11� II 5 - �� / _.. �RIM ELEV 78.50 z �'RUCT 219 LF OF w II '�\ " I1� .1>4, .4 1// PROCTIVE E ON TOP OF WALL 000NST TEFENC S INV ELEV 73.49-18RCP )� , .I.. - v....�w N INV ELEV 73.49-18" RCP '� , ­.. .. \ BI vp n " I m1 ,W I ....­: C5/ 11/1171 'o , �1t / * ­,3­1,IN,,,;",,""� I_. /... ..:�1 - I I j f%I",,,,;m "_ /�Ap,g g... A , I! & /11/At . -A g, ,�1�W ./RN0R,I;,;;.,*1",;,;,',�-".,o-x-A- : "" . i , _- /I , � �0 � ,�;­, ,2", .1l1g..,..� .�-! �_ \ ,-lI§�,,­aF�t`,I�, ``1"­11I.... .., a0 �_1�_O�NlI 1 _"/ .1�n L" ,1, 25 UP,6,,_a,, LANEt- 0.h- -" \/ ,,�"�,�­-,_.,:�1, ?�,-,,, � "Ai�. ..W"N-- % .I I2l.k11 ._III: ­..... ....%%...... ,.'.. -",,....% .... " . ..' S"I .,"-...-1.I....,_ \ \t. \: ; I.I J-II%I.4 I 3 '.11` 't .,,...t It ..2.%" ..,11% I1.t7 -- 1" I,t ' . .­ ............,..................� , / 1­... 'I t/ / dI 11" ".. _... . ..t11 ,Is, ­ `_.­ ...;, *s ..111�1 .. ..,.:. A.`... `.F.i 10 t" ,. . oI I : ".. p,, , t.,1, ____-._,iBUFFER ,,`/� !"'A� ,.,W/lRETAINING,.J" 0/1 .. I *"0:5i3/.",�IV 1//�... ...A4V� V,_L_Dtl Zd -] i'WALL ; / &%.�APPRZOXI8 MATEAD J -o 0_ 1 / ---A ; I ,.. -, 01IIFL _- I I ; 0fflww� 2O,, � z, " _tv. mu`p/m/m, , WETLAND CREATION AREA WILL BE OVER EXCAVATED PILANU REPLI_� cACEMENT AREA NOTE& ..,Z K �/ / , t.1I ?p 9 BY 1 FOOT TO I ;N �I TRACTAl. 1 Q .. 1% 5REMOVE SOIL MATERIAL CONSISTING OF CLAYEY FINE SANDS WITH / �, �% / .I11 1��" PARTICLES CAPABLE OF PASSIN1: G THROUGH A _139 LF OFI��. t , .201. -_ I �I>L00L0Q;._tL.- - .J#0 SIEVE. THE AREA WILL BE RETURNED TO PROPOSED GR1-_1ADES USING � % [ 00.18% / I C.A"TN........ z ONLY CLEAN ".1 78L SANDS OR ORGANIC PEAT OR MUCK." , f:t � -\4. I/ , 0 ? C;tF 1cp \ , ` 4. /" 5 1 I \ 0A ; .WE1111...t �..., , TLAND IMPACT AREA = 0.29 AC . GEOTECHNICAL NOTES , ` \ CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL ENGINEERS ,­_"� I .,........­1-1.. IqRECOMMENDA71ONS FOR CONSTRUC1ON PROCEDURES AND * ..IF.0,T. TYPE P MANHOLE HARGE STRUCTURE 1I ET 11 uI SELECTION OI -j F.D.O.TTYPE C INLDISC F SOIL MATERIALS AS THEY RELATE TO SITE CUT "VLEV..79.00 � 1 ,1 GRADING, FILL AREAS, UNDERDRAIN INSTALLATION, POND BOTTOM AND " ­­ELEV_7,3,24-18" RCP I GRATE ELEV 77. O1 SIM 2 ' I CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY < ....'- ; .i S INV ELEV 72.91-18"RCPI,/ --,/ ... NN INV EV-�-A-18 RCP0 ,"'l-.­WETLAND REPLACEMENT AREA = 0.64 AC TO COORDINATE SITE CONSTRUCTION WITH THE GEOTECHNICAL ENGINEER. i (SEE SHEET 34POR DETAIL//1 0 I � II q f/ j all COMPACTION TO BE LIMITED TO PAVEMENT, BUILDING PAD, AND SPECIFIC AREAS J < , CHNICAL ENGINEER TO ENSURE PERVIOUS INFILTRATION AS DESIGNED. It— 0 1 C.) %k V.- __ .� I - a_ . 1 5 - T_ - . _w -W. 4 A11161 3 1 2 1 1 a a, za - I (n , (n DOUGLAS E. HETTRICH, P.E. #69040 - -,. - - __ '- /, , , ; f I ­ "I , , i / f / / 11 ,am f *11 , .. , . , . , / " , , � I I i tI ,=,111 - t ,7 , /�,. ; � t : . 1 t . i : : "A " \ .., I /: : t i '111,,j t : I � : , \ i" ! V11/11111 , � \' \ "I A � I t :4'..""'. , I t t : ; : : 1: : : i : I : I : , : A : k I i s : : I ". Nl�`,.:".,. � \ N�"­­ ,--,--,.. " '.. ..., , ZI k%. ,",..." A& n - . ... , _><�'�............... , _,11 I, ­ -`'......." / , \ I i./'."._".,_...,./,.....N.._...� .I..._". .."/......... .. 1. ./ . . . � Il;..�. " '. .I -,� I- , / / rt:// // / / , 1I I/ I "I // /4/L/A, / / / / D S-36 StA. 331+BQ.4'Q172Z& ` TYPE P MNHOLE(/.,./ / F.D. / / ' RIM ELEV 79'50 '/ /NL,INV LLEV�/ / A/�`/AL .66-/L Ku, � "arc // INVELEV7W2.6624R& I -" /I I /- / ,// "/'. //.. I /-i, "," I.",/ LIMITS ,1/ / /tld4PF /CI I " TRACT C1,/ // ,,/ WETLAND / k/ , , AL ', ,���/.!/ "f /, I ......I/ ; .*,"/.,,Y /Z _`, " ... / /" ,,r ,/ a......../0 .., ri I mm go 010 98 c 96 94 92 90 88 86 84 82 B 80 78 76 74 72 70 68 A-66 64 62 60 6 1 5 8"X8"X6" WM TEE 2-8" WM GATE VALVES 1-6" WM GATE VALVES 1 69 TRACT 'R' 16"X16"X6" RW TEE- 1-16" RW GATE VALVES* 1-6" RW GATE VALVE Lu S-09 ----ISTA. 520+58.50. 23.4'L F.D.O.T. TYPE 7 MANHOLE RIM ELEV 79.69 SW INV ELEV 73.47_36" RCP NW INV ELEV 74.67_18" RCP E INV ELEV 73.47-36" RCP FIRE HYDRAN FOR CONTINUATIO SE PH c SEE SHEET 21 52 LF OF 18" RCP 00.17% DS-11 ISTA. 521+43.39. 28.3 F.D.O.T. TYPE 6 INLET INLET ELEV 79.54 S INV ELEV 74.61-18" RCP W INV ELEV 73.04-36" RCP E INV ELEV 73.04-36" RCP 75 LF OF 36" RCP @ 0.07% 85 LF OF 36" RCP ® 0.51% FOR CONTINUATION 10 SEE SHEET NO.1 . 3 WWI S-10 ISTA. 521+43.39, 20.-J F.D.O.T. TYPE 6 INLET INLET ELEV 79.70 N INV ELEV 74.70-18" RCP 6"X6"X6n WM TEE 2-6" WM GATE VALVES Em im W� 96 c 94 92 90 88 86 84 82 B 80 78 76 74 72 70 68 66 A 64 62 Lu a. a. co z 0 >- 0 ca to � cl: a -j ca 2 En 3: ui or. o Iwo cv, 0 x C m L16 c 4% M ! E A av c L co ca x CF 0-6 C 0 0 Lu uj Q) IOL O O \ �� o uj I- E 17 0 5 0 M9 3 2 Em MM Ow MMMFWM MWAM FAMMM l 11A SEEMMW� will?, P. e \Sw Ara ' .noon■ rip M, 0 IF uzm Pol 1WAw1e2pc2r-"" r. '. a EW* kilo ON ri I lip. III [is 61"ki I. I I Iffm EME mi m mm mmmmu m Rim m m mm mllml�m� '='I mm mm OWN. 11RM = . �.�,l:�=: I1111 1II iiI ag mad MAN WA WA 6 5 4 3 2 1 DOUGLAS E. o U W Q Z a a. N m 0 m Q 0 m W V m 0 (it a Q J L% F m W uj r' W W o 0 3 E w � � 5 0 Lai O iWu j Z � � p O � O U Z � O �oW� W a � W 4 ~ o \ o N 0 D �% +�• N 0b 4 2 cc W CL cc c h Co NJ $ v A J R me_ v ;d a y 3 i = o N o�o � LL cr Q ® • io ® i 0 O I-- W � B V W Ocr_ cic CL z � � W zo 0 J O O A � V N te�� O O J LO Q � Ia. o cn = Q V y #69040 IN E T3 O ,� f Z Wes, Z o V cc Vi 0 LL 0 5 IDS-11 DS-10 FOR CONTINUATION i E SHEET 11 : , s .............. (2 Ti T1j j �- 5 .• IS-29 STA. 229+07.93. 12.0'R F.D.O.T. TYPE 6 INLET INLET ELEV 79.46 W INV ELEV 74.42-18" RCP S INV ELEV 72.82-36" RCP E INV ELEV 72.04-36" RCP 286 LF OF 36" RCP 0 0.06% ,c pT .............. ...... P 0 OR CON INUAT ON SEE SHEET 8 31 LF OF 8"PVC 0 0.30% I LIFT STATION MANHOLE STA. 228+66.75, 31.5'R RIM ELEV 80.30 W INV ELEV 68.84 E INV ELEV 68.74 16 LF OF 8"PVC ® 0.30% LIFT STA11ON WET WELL STA. 228+66.75, 41.2'R RIM ELEV 81.00 W INV ELEV 68.69 (SEE SHEET 31 FOR DETAILS) I STREET H DS-281STA. 229+07.93. 12.01 F.D.O.T. TYPE 6 INLET INLET ELEV 79.46 E INV ELEV 74.47-18" RCP 6" ADS UNDERDRAN (SEE SHEET 8) 15' DRAINAGE EASEMENT FIRE HYDRANT ZL ................. 5 36" MES W/CONC SPLASH PAD PER F.D.O.T. INDEX NO. 272 E INV ELEV 72.00-36" RCP 11 3 I 2 DS-44 STA. 234+92.17, 11.3'R F.D.O.T. TYPE P MANHOLE RIM ELEV 89.45 S INV ELEV 80.13-18" RCP E INV ELEV 80.13-18" RCP DS-42ISTA._ 232+27.92. 12.0 F.D.O.T. TYPE 5 INLET INLET ELEV 84.63 E INV ELEV 80.63-18" RCP 6"X6"X6" WM TEE 2-6" WM GATE VALVES 237 LF OF 18" RCP 0.18% 1In , i 0•STREET 1-32 ••�� •• 3 2 WM GATE VALVE 6"vuM` ,` 112 f` ( I SS-05 34+0 STREET 'C'- 35 0 N � 6"R -13 20 FO / CON 1 &TI N O SEE SHEET 14 6"X6"X6" RW TEE 1-6" RW GATE VALVES o c� W �- Z a i M F '- L1p m W J Q m W ct ti W Z � o o W W E v S cn O W j Z `� o o � o W O U h O U Z (1c O a o W v B1 ~ \ \ o N D N �CL dk t0 = 6 lc�' `J o � • v o = aC • a 102 100 c 98 ; W � N 96 ® O O 94 c ® cc ® 0: 0 92 90 0 0 88 LQ 86 W Lu B = 84 V) or. W W 82 J to Ld 80 -J 78 Ot 76 Z Q � Lu 74 Z p p Q 72 cx_ O 70 A 68 v N n O 66 o O � A Q A ` 64 o W J W DOUGLAS E. HETTRICH, P.E. #69040 1-1 cn rz a_ c 0 . 0 :0 � � U) rz 0 .�_l �1_ 0 1 �1_ , �: 0 -1 �__ 0 1 0 1-1 �2 0 C14 1-1 .2 , cl � < 0 0- __ .� a_ 6 1 5 1 4 1-gy 3 1 2 1 1 4 �_l FQ_S_-__52jSTA. 326+72.80, 337.71 ;§ r '9 18" M.E.S. W/CONC. SPLASH PAD � � PER F.D.O.T. INDEX NO.272 m � - DS-46ASTA. 324+7190 r..nR . INV ELEV 77.00 t uj 9 F.D.O.T. TYPE P MANHOLE . :x 'ICK I RIM ELEV 87.00 Fp­S---5-1-jSTA. 326+67.31, 298.5'L z iL CL I W INV ELEV 79.65-24" RCP UTFALL STRUCTURE - - 1* E INV ELEV 79.65-24" RCP F.D.O.T. TYPE C INLET - F GRATE ELEV 82.50 F >_ cn >- >_ cn >_ M U.J . SE INV ELEV 77.10-18" RCP ca Q :x DS-47 STA. 326+38.42, I 0.0' ETAILS) 2 S-0 FD-S---4-5�STA. 322+81.82, 12.0'L F.D.O.T. TYPE P MANHOLE ) 0 �4 Lj a Lu F.D.O.T. TYPE P6 INLET . RIM ELEV 85.68 W INV ELEV 79.35-24" RCP Q Q X 0 CL CL .I:z c: FIRE HYDRANT INLET ELEV 86.68 S INV ELEV 81.68-18" RCP S INV ELEV 79.35-24" RCP I I I I I . I IDS-50 >_ ca TRACT 'O' 6"X6"X6" WM TEE 2-6" WM GATE VALVES FOR CONTINUATION 39 LF OF 18" RCP FIRE HYDRAN FOR CONTINUATION I � Q Lu 0 - . SCREEN WALL 1111111''..... . . @ 0.18% SEE SHEET NO. 9 SEE SHEET NO. 9 3: Lu - I-, 8"X8"X6" WM TEE ) I I . u , % ir-". '�_; �� , .,`�" � � r � I �! , I I �11 - I - .,/.,% - ; . � ,,, ,_. - - - - : : ; I ; : ," I... :,-,, - ,-. � - I ".., .,,. -.1-. .., 1'... * ., .- ....... � ­­ .... I I ""' 1 ..... , I I ' ' ----._._.,I 1 13 1 - ' 15 2""', 14 ?* , I I I I 1`-,., I " ' ' '. I -­1 ........ ­' "'.'' 1. -,'I, ' .... ­ ." ", f-I ­'.,. 1-/ I . ...................... t" ... ..�,,�l . ..... ��", 16 1-7, . . I ", . , .-... "... � ""', . . . . ...... " .....- \ 1 §"I'll - 1 " I. � ; . 1. ". '.1 ', � 11 11 11 , . . i . *1. : ., \ 11 *1 � � � 11 11 11 I I. ... i : � .. i 11 I . , � , 11 . '-. : 1. : 11 I r-j", � ,, % ", " I " ­. ... I.. o 1. . : I : 11 ; - , ... � � t - I '. � (" � I � ... . - � . , .1 I . , . "', -, I � ; ; I 1110 . 11 "I . . I at, I I I I 2-8" WM GATE VALVES : . �r `�, � %A, . ,�� i , , � "l , 1'�. �,.`/ �,,,,,,.-';E!, "'..". ""'. -1., . .., I ", .. I I 1. - . . ...... 1. ,_ I I I I I ...... 111111 .............. I I I 1.1- ­...".] , "'.] . \ ", I., ".. : �,,. -1 � 11 �, 11 . : ;: 1. -1 � 11 11 1. � 11 % '1� "I., k /, 1 -6" WM GATE VALVE 0 ,,l 111111111- o ­ " � -., , ; I. �,.,.,, .;­,....., , .. . .:,,�_ '_., ? I � . ....... , � ... " ", .. . .... ....... "' L., _­�,_ - - - ....... - ,,,,­­­[­" ";� "" I L " - " "I ",", , I " I - J L z L L " , \ , , %_ .1 \ o' I L-1- �� " % \ ; , , I , :" � 11 11 I'll .. " � I ... 11 � � ; I " 4 � , . . . . �l . '. 11 11 , � 11 � \ \ " t . � � � / . � L . , I . � 11 11 � % . 1 I 1: f 11 f*. � llp 11 - PERMANENT 2" BLOW -OFF .I & GATE VALVE /� % I,' � -, - - : -, ", s I , � . I . . I I : , - ............ '. *,. I i ........... � .1 ; .1 .... , -, -..-., "�­ �" '11"I'l, : I I � ..... . � .... .... "" __.L - , . ........... ... � , ­­­, . , � - - _," __.".- - - - - - - - ... 11 .... -11". ­111.1­­ .... � ........... _;_­:, - - __ ­ I— �11 77 ­ ....... ­­­.. ............. ­ ...................... _ _ ... 1�" ..... �(N/ ­ - _,��"' ....... - - - - - - _J - . - ... ..... 7 ..... "77111, F ". - , ., , ...7./ `,_, . / - _j " I '.... " - ", , I "I �%-,_ ". � ­."�..:_� " . ! : w 11 1, r r � 11 % 11 a : 1. : f 'm " ! I I T A2 \ : I ; I TRAC f ". � . I . , I " , , / �q , *IV / "', 'k � � It ,�'�, % % " 'P, ; I . .11 '' 11 I I I , \ . � ... . ... /N.IX ',,_'_l','-' /\ /\ .,�'. ,". . W � I/ / : /N /X Q �­ W -­ /.- �,�. / J . .., .. � I :;, - POND. 2 -.-,..-,,,,­; . 11 1 ; 11 / / I / / L */ I I I 11% -4 / / _ "O fQ :oz �_ ::) k "I", , *:::::::_ll­l'l .11, % � i �.� I'll I I I ; i - � ­-i , I I ,<\� I - ..... . L t., Ei c."'."", X ..", / . / / / 11 / I I 11 11 / I / ./ I 11 / / / 4v , W � u R � �) % % % . 7, �, -,e , , s , , : " , , , / � ` , - . ! .. ... �.. - ,, � \ I � ... : F 1�1111 ... , '. .. a I � ; \ - I \ � -Yqm.g I, - - "I "5;;: - ', - - - - I - 'i _ 1, ', - I twlMdAA . \, vota- ... ." .A. - IV - ".1 I . , : ,. 1. , -, I , I - - 4 - - / . � - i / - �� . .� V ; . . ... .. . � I I . e. . ; 11 ,� / ; / / I / i , 0. / � 11 11 11 / !/11 - 'p I ; 11 I . 11 // 4 1 . 1; ,lr %� / / 11 11 �_ P% x _v / I / 11 11 . 11 11 E Z Z a �2 � Z w z Ad Z) E -'-'-'--' -.-� ... � ,,, `,,, % % % � �l t I � I I I I , I � : ". , I 420��Q I f � f I \ \ 321+0c �..... _,*� '... \ : � � , �' . �7 o.z4x- 0.4 %,�, OJ22+ (�� ­'*Ag,3t00/ STREET IBI 324+00 . , . . , , 1. %, 325 0.24% / I* / 1� 11 11 /I / / I .1 el / I ; .1 / : I .1 11 / / I � I . I I li / I ; / I 11 I - - p ,w ,� , z Lai - - P- (3 _:t u Q ...; ' ' % � , � ..... ,I 5"... a ". i \ -11 - _2 ,, - f __�__ _ _ I 4l__ 55 1 - � I 4 - I 1� : � / : 71 � ; : / I / / _�` - 0 CITY ALVE IF ........ 2; 16" RW MAIN IS NOT AVAILABLE . ........... % I ; ; � I ,.-If" � ! , , :: 11 : 0 1 `,_41 f . I . I -, .: : 111 ! lll-� ollg : : a � : � 101, - I _­::� " ---- ----- IDS:f441 .1, I - � � 1 4 ..... . I _va� ".11. - \", - W.. NC3WK=N0= - - --- " � --`-MR I �. - : . ; ; - . : ­.t I / - / 1� / / / / / / /I � � 0 1, 11 / / / / ; i / "I I , / .1 / �l ,111 /' ,,, I / / .. .1, / , .," ­ ....... - / 1"'. s: Ui cc � � - Z3 a S " 2 8 Q (TERMINATE PROPOSED 6'RW) % , �L. , ,,� ; + � . I � " , " � : : : . I - \ - :m:�:.F-,� C14 '. - 1. . - = \l.. i \----I I Ix mm H. : : I \ MN.9 I / 11 / /­., I/ ,-,,,--.. / 1� I-, ... __ I/ / �; /' ; .. �z - �,) � 0") I -� - t / F­ -r- I - //l lll_...(,,� I" . . . . .. I I \ .. .., "..,.", - I \,.. . I - ". . - - - - - I - - - I / / .., I/ . � 1� / I / I � � / ". I : ul .. ........ � .... . ........ ......... CONNECT TO CITY 16" RW MAIN IF ...... . ".. ___ _��_ .,. ` * , I --,,,,,,Jv"'/f-,J . ... - - . , ..: .'. I e7- � Z, 7: 14T�... ", "" \ " \ i I - r ill....., / � 6 I/ : / � / : , / / I // 11 / 11 I i 1\ " / I I .. 'I I .1 .'... , : / / "I � . .,.,? , � I � ­­,­__ . � zt � ILC�LLCJ �,_ �3 THE CITY MAIN IS CONSTRUCTED. 1-6" RW GATE VALVE 1-0 "I I -.1", ", -'. I I %, " .. .. I ` �,-­ :':,�11. I .. _ ,...� �,-*,` _ ,� " _ , ,,.*, ._,..., "_ ---, I X �,., �, .., , _".. ", � " . " " I � , I X-11, I - . "...1 i il - , � . .. ,". ", - - - - _S78 ___� ; _ lr�,'/, 1 ... ,,\'.�. "J, . N< >1 91 a .. , CC ." I, : i-110 - - - - -I I �"­ , - - - - -1 - - - - 91 \/ N��_, %� i i : '.., - / - - - ; , : I / : I I ; . I � ; I :1\1' : 11 11 . ; f .. f I I 11 " , , . ;l / ,L,; I / : ". . , I ,�/,/ /' / : , / .. .- ; /, //l/ -,.- -, , -I- , / / , , \e, i ; .. ./ 11 / 11 � , �s r/c // � / 11 / / / 11 : � ! : I .1% .. � :t � a � w Q� .k �w :� .".1. 11., I-.-.-,­---. �. I. �­ I .. �� I ..,� , I _� d . "��-1 :1.1 ... t f // F * I : � 7 / 11.1 11 11 \1 11 11 / 11 I I I'll" I / /' 11 11 11 11 / I 11 A . . %. 1. CITY 16"RW 1-16" RW GATE VALVE I i� I �' I ; : I �: � : I �s� , . / '. I ..... , : , . ", __ " � --, I I. , . ­ - , � P` �-, .:;� ., , . - - -�,_ : I , `� _.'..,I * .1 " 1-1-1-l"'."." __l .1 ". I ", 1, � . I- ,". \ "I .. I \ 11.zz " I w I I I I 11 *�� I ..". w " I.. \ " � ' I - "I I ­ I % ,�. ; I I � - Z 1­1 I ... ""I k� : . ..... I/ � .......... .", . I I ! � / I ;-� ; ; I n ___�� x" 11 .,... 11, 11 /I ..-, - " . ; I 1;1 11 /I .1 e.'I", I 11 I -.1.1 % : / I / / / �11 I/ 11 / I 11 11 \ I 11 I I I I 11 11 , , / k 1 ; 11 I ; " ; / ; I /I / / % .1 11 .1 i " ". � '.. � � : "I : : - - (SEPARATE BID ITEM) I : �t " . , :, o �..... I * , 11 *11 �.. . ��` ... 1 : .: I . ` .... I, : ; ; ; I'll "..., ,.c., , . I ,­,� 10 loll" mc 0: " � , I I I- .(o � / I .­ 11 I _,_"ll_,,_,. 2 2 20/ i 21 "" - ­ ____ - / \ .. ............ ""' I/ � Z3 ....... *'***** .. ........ � ...... 24 .1 I . ./ / 11 !� - ::�7/' / /"' 11 11 11 11 � 11 ; / I � ; ; 11 f // -1 \ k / 1. ; 11 ;! I I I I I �: ::� : � .- I I : : � I , ! ; co 1 /' 1 � I I t. i i I I'll . i I ,1// 1, I . I - � - _I I / I F/-// / ; I ­7 " - 11 I'll 11 I / 11 / \ \ 11 I ...... ­­ I / " 11 A I � I 11 I I "... / . "' '� 11 I 11 11 1 .. I % I :. , %,s ::. , " � _? --� I/ ; I I I � . I 11 /I I / I I / ...... I I I . I I I/ , / / / / / / � . ;­ . - ­­ 11 \ \_ �_-,:::r���� TRACT 'M FOR CONTINUATION 12.0'R 162 LF OF 24" RCP 00.18% 56 LF OF 18" RCP "', ,--_, l\_ _\ *,--\ I \_ \_ SEE SHEET NO. 13 DS-46 STA. 323+10.93, - � 00.18% Q (2 1 O' DRAINAGE F.D.O.T. TYPE P6 INLET SCREEN WAL INLET ELEV 86.68 4" RCP I d%iiiio- I . . . . b� 6"X6"X6" RW TEE N INV ELEV 81.61-18n RCP 00.19% DS-48 1-6" RW GATE VALVES W INV ELEV 79.94-18" RCP S-06 S-49 m D llb %i 0 le m IV D E INV ELEV 79.94-24" RCP . Ill I I I I I " ig Lo W r- 04 5 a � I 0 m ca � I I 106 LF OF 18" RCP I - - - - I = ;t .c u 0 0) IS 1 @ 0.18% - - - - * A. a .4 % N r_ 0 vc? IV � It 4- 0 ;� CL � - .. � 0 -0 m c � A in f. .. L 44.0 c . I . � t 0% 0 04 . 0 E ) W4 j Z. a . 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I ... 111.11­111111­1 ­­­­ ....... 1­1 .................. ... ...... ­ ... � ............................. _.._.­....___­ 111-11.111­1­1111111111111. .............................. .............. ­ .............. . ....... ............................... 1.1111111111111111111-11111 -1111-1111, .. . . . . .. 1­ ............ ............................... --,""I'll, ..... � ...... . .. ­­,­­­­ .............................. .............................. ... 111.11,11,111,111,11:.���:11�1.1-1 ..................... � . . . ........ � ..................... .................... � ......... ... 1­1­111-1..".1.1­111.1 .............................. . 1.111111­11­ ............. 1.1­11.111111 .............................. ............................... .... I "II.I.I.Ill'I.I.."-""",�ll.,-.",I .............................. ............................... ................ 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A ' L %Q, a - . I ­11111­1­11 --,""I'll" ........ ... ­­ ............. � .... ­ ............................ ­1111­111.111 ......... ........ 111111111­1­ .............. . 1.1111111111111­1­11­'ll ­_____­-­l �1.11 "I'l""I'll'-"",�111.11,11,111,111.1I --,""I'll ­l­lllllll­­­­_­­ 11111111111-­­11111 ... 11.1.111-11.1�1.1�Ill"".""".".""1-11,11111.11,111,111,I 1­111111111111.­1111111111 "I'll CN ;w ......... * ..... ............................ ! (D N _1 ,*' _____ :+" ... ............ ..... .................. � .......... .............................. _ ......... _____ ....... ........... . .......... _ .... .......... . .. . ............ .............................. .... .......... __ .......... "I'll" ..... __ ............... _llll___l____ ... 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I'll --'I'll 11111­111­111111 .............................. ­1111111111111 ..... __ .... ----------I--- ........................... ­­­ _­­­­­l­­­­­­­ ­l­­ll­­­­­­lll_l .... . . . ............... ­­­­­­­­­­­ ­ll_.­l­lll­­_11l1­ ............................... ........ � ...... 11-11,11,11, ­­­­,­­­­­­­­ .............................. _1111-111111111­11111111­ ­­­­ .................... ........................... . . ­­­­ ................ 111.111111111­­ ..................... ­­1111 ............................. � ............ ­­ "I'll L ....... --- ­ 0 78 .... "'.11-11111 ... I * ....... ... 1­11.1111"..l.. ............................. "I'll" ...... � .... I'll ... 11.1 .............................. ... I .......................... ..................... .............................. ­1111111­11­111.1 ... ­11.11 .................. . .. � ....... ........ . � ........ �: .... .............. 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Ht I INIGH, P.E. #59040 C* 11 2 a 0 720+13 25, 6 0'1 F.D.O.T. TYPE P MANHOLE RIM ELEV 87.17 S INV ELEV 81.18-18" RCP E INV ELEV 76.64-18" RCP N INV ELEV 76.64-24" RCP 5 1 6"X6"X4" WM TEE 1-6" WM GATE VALVE 1-4" WM GATE VALVE HAMMERHEAD TURNAROUND FOR SOLID WASTE COLLECTON VEHICLE 1 TRACT V ci Z O a ~E Z W: Z N; o LU V LU - ir to LL. FIRE HYDRANT 61 LF OF 18" RCP 0 0.18% iu;�-Zu I I A. 1ZU+78.69, 6 0'L F.D.O.T. TYPE C INLET RIM ELEV 85.59 NE INV ELEV 76.75-18" RCP W INV ELEV 76.75-18" RCP N INV ELEV 78.41-6" ADS FOR CONTINUATION T27 T2E I ......27 ..,LF 0 18" CP CAD 0. 9% T29 T30 T31 T3� 85 LF OF 18" RCP ® 0.18% 119 LF OF 18" RCP REC AREA ® 0.18% SAN SERVICE REC AREA P.O.S. REC AREA WATER SERVICE _. A..... VAL 'T33 RA.CT �K'► ...... RFORATED ADS -1 (SEE SHEET 7) SS-19 YARD DRAIN 6" NON - (SEE SHEET 7) PERFORATED DS-18 STA. 721+63.64 12.01 ADS (SEE F.D.O.T. TYPE 6 INLET SHEET 7) INLET ELEV 83.53 W INV ELEV 79.82-18" RCP E INV ELEV 80.00-6" ADS DS-19 STA. 721+63.64. 12.0 N7 F.D.O.T. TYPE 5 INLET INLET ELEV 83.53 N INV ELEV 76.90-18" RCP S INV ELEV 76.90-18" RCP E INV ELEV 79.77-18" RCP 3 T PARKING / , SIDEWALK DS-17 STA. 722+82.87 26.51 F.D.O.T. TYPE 6 INLET INLET ELEV 81.78 E INV ELEV 77.12-18" RCP S INV ELEV 77.12-18" RCP W INV ELEV 77.12-6" ADS FOR CONTINUATION 44 LF OF 18" RCP SEE SHEET 18 a 0.18% ....j..... I \1,.......- i T45 45 u5-15 5TA. 723+22.03 19.; F.D.O.T. TYPE 6 INLET INLET ELEV 81.78 S INV ELEV 77.28-18" RCP N INV ELEV 78.28-6" ADS ..... .... :: / - 6"X6"X4" WM TEE o............. w ry.. '..... ` _ GATE VALVE ...+ .. i•..............,., � .....,..... .. ..... T44 �........... 4„ 1 _ WM GATE VALVE ..... G "° ` ...,......:. ................................... T41 44 LF OF 18" RCP r .... ............... �.. ............ ................. ""- .......... ...... r ' PERMANENT 2" BLOW OFF �_......;:.-.-..:...-'�`RAC� �i�' & GATE VALVE ............... RETAINING WALL SCREEN WALL RIGHT-OF-WAY PROPERTY BOUNDARY HAMMERHEAD TURNAROUND FIRE HYDRANT FOR SOLID WASTE COLLECTION VEHICLE 10-1 / 101 A. /ZZ+96 80, 12 C F.D.O.T. TYPE 6 INLET INLET ELEV 81.78 N INV ELEV 77.20-18" RCP W INV ELEV 77.20-18" RCP YARD DRAIN (SEE SHEET 7) ............................................................................................................. 725+00 1= 3 2 �:�����D�OUGLA�S. EHETTRICH, P.E. 09 oa� 3 W WW' a F m IZ Z 0 m 3 Q o m Y cj v co o m a a W Z W D �" �� 'I :C ao 00 cc v s °W H "• d NJ 00 £ a J i c C 102 ® e d g 100 98 ; W : 96 M N 94 ® ` oxo m o ® 0: 0 92 Q 90 0 88 W 86 = LLJ B 84 W W 82 J � W $� OOt J 78 L1, 76 Z w 74 Z O o J 72 CL O 0 70 A 68 v 66 0 0 0 All' o � L iL p � y W = 40 h DOUGLAS E. HETTRICH, P.E. #69040 'O Lu :z W 9 a Z a I 00 m Z W >- m 3 Q O m Y V T 0o o a CL Q lV Z W m W In S W M C N co Jv i N 1% �a d s °cc W H 0=. 44 _ 1 Q o 0. c. 0 C �i C 4 Cl) cl ccm IL 0 O i ® c 0: 0 0 J.I V W J � LL1 � J Jr- O Q V O CL `0 `T V 0 \ Al Q O 00 Lo W J W a p vvi y a_ c 0 Fl 0 6 5 4 2 UTILITY NOTESi OFF -SITE CONSTRUCTION NOTE& 1. POTABLE WATER AND SANITARY SERVICE PROVIDED BY ORANGE COUNTY. cp 2. REUSE WATER PROVIDED BY CITY OF OCOEE. THE CLARKE ROAD IMPROVEMENTS SHOWN AS PART OF THIS PROJECT ARE ADAPTED FROM THE PROJECT KNOWN AS "CLARKE ROAD IMPROVEMENTSn, w AND ARE INCLUDED IN THIS PLAN SET TO INDICATE THE OFF -SITE w CONSTRUCTION INCORPORATED INTO THE "OAK TRAIL RESERVE" PROJECT. THE CONSTRUCTION OF THE CLARKE ROAD IMPROVEMENTS SHALL ADHERE TO a. THE "CLARKE ROAD IMPROVEMENTS" PLANS, AS APPROVED ON SEPTEMBER 2, 2008. a. F F co CONTRACTOR TO LOCATE UILITIES T 0 C0 N S PRIOR TO CONSTRUCTION METAL GRATE ;� Q uj _j TOP=110.85' EL (L NW INV=106.92'-24"RCP S INV=106.60'-24"RCP W INV=N/A METAL GRATE 6GATE VALVE REMOVE PLUG & TOP=111.60' TOP=111.16' N INV=105.33'-36"RCP N INV=106.1l'-24"RCP ui CONNECT TO EXISTING 16" REUSE E INV=105.3l'-,36"RCP S INV=105.76'-36"RCP ............ ui ........ . . . . . . . . . . . . . . . . . . . . . . . . .......... . ............... .......... .......................... W INV=105.66'-18"RCP ............ . ................... cic ............................. .................... ....... . ..... 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I-16"RW . ............ .......... ..... ...... ............... ... . ...... ­­/102+00 101 103+00 ul 104+00 00 ... . .... . 111+ E . . . . . . . . . . . . . . . 108+00 110+00 109+00 LQ ........... . . . . . . . . . . . . ...... ...... UWJ .................. . .............. :�,i .. ...... . . . . . . . . . . . . ..................... ARKE -Ro ............ ..................... ... ............... ......... ; . ..... ................ ......... ........... .......... . . . ..... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... ..... LAJ ....... ........ . . . ............ . .... . ............ . ......... . . ......... - - - __- * . . . ......... .... ...... . ..... ......... ............. .. . . . . ..... . . ........... . . . ... . ............................ ..... . . . . . ........ .......... . . . . .... ... EXISTING 16 RW . . . .. ..... ... . ..... .......... .. ... .......... . ........... .......... Lu . .... CROWN ELEV. 112.2 ............... -y . . ..... ............. . . . . . . . . . . . . . . . . . . . . . . .............. .... ............ . ...... . ... ... . .. .......... . ..... GRADE ELEV. 115.2 .. .......... MAJESTIC ELM BOULEVARD' PLATTED RIGHT-OF-WAY VARIES MAINTAIN MIN. SEPARA TION (TYP.) GRATE INLET TOP= 1 12.16' TOP=110.16' N INV=104.7l'-36"RCP S INV=105.17'-36"RCP E INV=104.64'-36"RCP W INV=105.17'-36"RCP S INV=108.5l'-18"RCP IGRATE N INLET TOP= 1 12.42' TOP=l 1 2.63' W INV 108.67'-12"RCP D E INV 108.65'-12"RCP N INV 108.65'-18"RCP D oll m 04 K c L6 a c LOCATIONMAP ....... ..................... ..... ............................... ................... 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EXIS, c NIG­ GNST-Ruc:noN B-X3ELINE----(;RADE­f I .............................. .............................. .. .......... . ............... .. .... . ................. . .. ....... ...................... .............................. ........................... . .. ..... .. ............................... ................... ..... ... ....... ..................... ............. .................. ............ .............. .............. ............................. I .............................. ....................... . . ......... ............. .............................. .................. .......... 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L .............................. 1­1­1111111­ .......... ............... ..... . ................ .... .............. .......... ................ ......... I ... .............................. .. ........... I .............. .............................. .............................. ............ I ................ .................. ........... ........................................................ ..... ................ . ............ .. ........................... ....... ................. ................ ...................... ....... ............................. .............................. ..................... ...................... .............................. .............................. 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Q 94 . ..... ....... ............................. .............................. ..... . ................ ............................... ............... .. ......... * ................ ........... ................ .... .......... ............... ..... ......... .............................. ................... . ......... .......... ................... ...................... ........................................................ ................ ...... ................. . .................... ............................ .. ... .... . . .............................. ................... ...... ............... .... .......................... ....................... ...... .............................. .... ........... . ......... ......... ............ ... 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CONSTRUCTION INCORPORATED INTO THE "OAK TRAIL RESERVE" PROJECT. THE 16"W'X16" TEE CONSTRUCTION OF THE CLARKE ROAD IMPROVEMENTS SHALL ADHERE TO CONNECT TO 12"FM. THE "CLARKE ROAD IMPROVEMENTS" PLANS, AS APPROVED ON SEPTEMBER 2, 2008. PROVIDE 6"PLUG VALVE. IF WET TAP IS REQUIRED, PLUG VALVE TO BE INSTALLED " F 6X6 WET TAPS " OF EX 6 RW VERTICALLY, AND TAPPING VALVE TO BE PROVIDE 6 GATE VALVE INSTALLED HORIZONTALLY AND CONTRACTOR TO FEILD VERIFY HORIZON,TAL ABANDONED IN OPEN POSITION. STORM STUB -OUT" AND VERTICAL LOCATION OF EX 6RW � 18 (SEE CLARCONA-OCOEE ROAD PLANS PRIOR TO THE START OF CONSTRUCTION. BY INWOOD CONSULTING ENGINEERS DATED: MARCH 2O11) 24" STORM , STUB -OUT O APPROXIMATE LOCATION OF EX 6"RW (SEE CLARCONA-OCOEE ROAD PLANS BY INWOOD CO NSULTING ENGINEER DATED: MARCH 2O11 .......................... RW AIR RELEASE VALVE a ........... ............r. '. 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REUSE WATER PROVIDED BY CITY OF OCOEE. w Lu a. END CITY OF OCOEE 16" REUSE MAIN. I I I CONTRACTOR TO PROVIDE AS SEPARATE F BID ITEM FOR COST TO Cl TY. F 16"X6"Xl 6" TEE >- cn 1-16"RW GATE VALVE CONTRACTOR TO PROVIDE AS SEPARATE BID ITEM FOR COST TO CITY. CL FUTURE RIGHT—OF—WAY CONNECT TO CITY 16" RW MAIN IF IT IS AVAILABLE /-16" CITY REUSE MAIN (SEPARATE 1-6"RW GATE VALVE B BID ITEM) U-j In FU Icic 0 FUTURE CLARKE ROAD TO BE EXTEND MAIN ACROSS FUTURE CON CONSTRUCTED BY OTHERS 0 INTERSECTION & PROVIDE PLUG (NOT INCLUDED NTH THIS PROJECT) (No 0 CONTRACTOR TO PROVIDE AS SEPARATE t BID ITEM FOR COST TO CITY. '"'t ----------------------------------------- l6tRw -- ------------------------------------- --------------------- 46!RW 7-1 I....... .. ....... ..... 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TRACT 'M' .............................._ 3 f; �. / ................................. ...... . ........... ................................ ... ................. - ......... ..... ....... ...................................... ........................ ....... . ................................ .... ................... ................................ .......... . . . ...... . � .............. r -1 F -1 F -1 F -1 F 1 1 5 6 1 1 7 8 1 1 9 1 1 10 I L I L I L -1 L 1 L 15' DRAINAGE EASEMENT FOR CONTINUATION SEE SHEET NO. 24 2 1 o � A 1 r I Q 1 "KilkCT Z c� 16 LAN°DSCl�PE TRACT WITH PLANTINGS ,:.C'H I GH :.BRICK WALL (TYP.) F �. 12 13 L 14 15 16 L___J 17 18 I 9 m m m m 0 I o = a Q- Z)� Q I m W W cc E CL a TRACT V W o 10' LANDSCAPE TRACT WITH Q N PLANTINGS AND 6' VINYL FENCE m `° 0 5 4 3 2 1 D v � 05 00 0) a) �� aaw a � o0 1k IL d fe O W C s' QpE a L c J � C �� C \ W at T N. ® O O ® ao Q 0 0_ O B 0 CL � J � O Q Q W Jam, OC Q Q LLJ W � O (/) W Q: V O O A r� V LOCATION MAP o o W& N N DOUGLAS E. HETTRICH, P.E. #69040 9 m w 3 2 I I c an Wx 1 ".4 . ... ........ 11N .f,,.. ... . . ... ... ... . ....... TRACT 'I'- 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' VINYL FENCE WALL ALONG THE WEST ORANGE TRAIL. t 4 N ENANCE TRACT DESCRIPTION ACREAdE., )ACT,; .,`61WNERSRIP MAINTENANCE Al OPEN SPACE H.O.A.- I H.O.A. A2 RETENTION POND 2 / OPEN SPACE H.O.A; H.O.A. DELETED Cl WETLANDS STORM RETENTION/REC H.O.A. H.O.A. C2 RETENTION POND 1 / OPEN SPACE 01702 11! H.O.A. H.O.A. C3 RETENTION POND 3 / OPEN SPACR `,,f.`O.182 " , , , ; " , H.O.A. H.O.A. Dl UPLAND BUFFER 0 �.5 21":CITY OF OCOEE CITY OF OCOEE D2 CONSERVA110N 3.197,, CITY OF OCOEE CITY OF OCOEE E* e'w eF CITY OF OCOEE CITY OF OCOEE F* CITY OF OCOEE ;CITY OF OCOEE G* WESf eRANGE TRAII: '7��f "I, CITY OF OCOEE CITY OF OCOEE H LANDSCAPE AND FENCE 8 W ER H.O.A. H.O.A. LANDSCAPE AND FENCE WFFER H.O.A. H.O.A. LANDSCAPE AND FENCE -BUFFER '0.2471/ H.O.A. H.O.A. K OPEN SPACE / WETLANDS BUWgR /DRAINAGE. ,, 2" H.O.A. H.O.A. — L LANDSCAPE AND WAW_;BUFFER ;0. H.O.A. H.O.A. — m LANDSCAPE AND WAIL; BUFFER 'G. 98; j H.O.A. H.O.A. N LANDSCAPE AND WALL BUFFER H.O.A. H.O.A. 0 RECREATION AREA H.O.A. H.O.A. P* wEsT- BRAME TR —N. W15614 "-CITY OF OCOEE CITY OF OCOEE — 0 LANDSCAPE AND ALL BUFFER,,'," 0.032" H.O.A. H.O.A. R ENTRY MEDIAN Z ROW 0t009; H.O.A. H.O.A. S ry ORANGE COUNTY ORANGE COUNTY , , I , Y " J ALL RIGHTS -OF -WAY IN 1DEVELOPMENT.Mb," '0*WNEb,'0`Y,-Wit,bITY OF OCOEE. TRACTS F, P AMP.. Of,,"HAVE BEEN CONZ, ....... ...... - ............. ... .... ............ .......... A 5 ,O� .��o GG��P P� I? w A FOR CONTINUATION SEE SHEET NO. 23 m FOR CONTINUATION is SEE SHEET NO. 23 17 F cn >- M m Lu ca z z W W z Lu CL 18, ca ui ui 19 o Q o uj ct cls r a D L *.c co Ice, Ice, ,,,gQ C LIM y g d6 c cc it Lu c oft C 'c c O aQ e� in~ Y -t- C W. Irk A c" c mi Of Y. 14% CX, 0- c d M in: 0 LL- O A N N C3 O cz-) 1+ DOUGLAS E. HETTRICH, P.E. #69040 c 0 c 0 U i -�-+ N C O U r O I 0 rn 3 r 0 I 0 0 0 N 6 O r Q d d ,n c 0 0- C: 0 U n >_ N c 0 r 0 1 0 3 0 1-1 0 1 0 1-1 0 N 1-1 0 0 n Q 0 n a: 6 LEGEND ��////// SITE FENCE GENERAL NOTES: 1. MAINTAIN ACCESS TO ALL AREAS OF CONSTRUCTION AT ALL TIMES. 2. PROTECT EXISTING WETLAND AREAS ADJACENT TO ACCESS ROUTES WITH SILT FENCE AND ENVIRO-FENCE. 3. THE CONTRACTOR SHALL NOT EXCEED MAXIMUM HIGHWAY LOADING (HS-20) STANDARDS WHEN TRAVELING ON PAVED ROADWAYS OR WHEN CROSSING CULVERTS OR BRIDGES. 4. CONTRACTOR SHALL CLEAN ALL VEHICLE TIRES PRIOR TO LEAVING THE LIMITS OF CONSTRUCTION. 5. ROADWAYS SHALL BE MAINTAINED DAILY TO REMOVE ANY DIRT 1RANSPORTEO ONTO EXISTING PAVED ROADWAYS. 6. GRAVEL ENTRANCE/EXIT DRIVEWAYS SHALL BE CONSTRUCTED AND MAINTAINED AT EACH MAJOR ACCESS POINT. A MINIMUM 35' TURNING RADIUS SHALL BE MAINTAINED AT THE ENTRANCE/ EXIT. SOIL PREVENTION TRACKING DEVICE, PER FDOT INDEX 106, OR EQUIVALENT, SHALL BE UTiLIIZED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL WITHIN PROJECT AREA AT ALL TIMES. 8. AIRBORNE DUST TO BE CONTROLLED BY A COMBINATION OF WATER E TRUCK. AND SEED AND MULCH. 9. ALL WORK TO BE IN COMPLIANCE WITH NPDES REQUIREMENTS (FDEP NOI TO BE FiLED PRIOR TO CONSTRUCTION). CONTRACTOR TO IMPLEMENT AND MAINTAIN SWPPP. CONTRACTOR TO FILE NOTICE TERMINATION (NOT) TO DISCONTINUE GENERIC PERMIT COVERAGE. 0. ALL NECESSARY DEWATERING FOR UTILITY CONSTRUCTION TO BE DIRECTED 5 1 4 IiIIIIi 3 1 REMOVE SILT FENCE OVIDE SILT FENCE ALONG PROVIDE SILT FENCE ALONG FOR ROAD & UTILITY TIRE LIMIT OF CONSTRUCTION -A 0, ENTIRE LIMIT OF CONSTRUCTION CONSTRUCTION (AS , �� "� ;.%. ;, r „ NEEDED) U u/'El' UW- - - - - - Dif., „>': ";; , „- ,,;, ,.< r.; .................. „i, :.. ,.l,.....::r,.,rr:..,,r:..................._. r : ....... ll. r , ............... ................... ... . . ; ... ACV r / ..,_ r :W .,.r..r. ., ..,. ..,04, ... , ... .. ,, .. , ,. .. t ♦ , . „ ..,, r, . « / / : r n, ,,,. r,.. ,. ,, .., .: / , /: it fi:./: n : ,. .... ,.... ..... -.. e» d °-, / {f ,, , ,{, .. ,., , r , ,,, . . ,.f . r ..., r , „ ...,...,.. , „ r r, /, .. .... __ i , »,.»».. »»» »,»»,�,� , , ttttwt„tw„».rtttt�;;;;��rt,rr».t ,. ... ,,. », �».:,,»,.:.,,i/,»,,,,,, i/,»»J.r:,..,.wr:/ / r r„ rr „ .r , .»,..».».».».»v „irri,r, iv :i», .r i», .i/rri. /r ii,,� J14... F, 11 '• „-,, /ti4LT iG ESE �y�4flS .(Pdl�'OPE�IK) t {:.. .. .,,, . r , ,,. , .. IZO .. .. : : f- . . 1.r 1i /. r i / / BY REVEL /'. �.. :%:11, ice/rr,-iirdr, �. i ; ,11-1 sit, ,',i / ': .. :..• „5 „i '... ':., ,.,,.i:.. „�"' / / •t �.. riiiriiiiwa/ii �nann /i ndrrw r,tir t ., , .. r:. ,r..:r,,..,ttt , , .,.,,,...,i,,,»»»»»,»»,»tr»,.»,,».»»,,:»„r,,,,»<:,,,,,r,,,,,,,,,.,.wr w i . , % ,,...,,_ . ; . arc , .... .. '^,'._ - ........ .-,tc..•,r .«x.:'«:cr:J.::i a:,r_:` -r T- - i ' vlk f ,/. .,::....... .. ., .... .,., / .:,.. ., ..,,. -. ..... ,,. ..... r i - - „iitiiirrruiiiii�ir,irii�riromaiinr rat ; -----�`-F- - ' - - - -.- , --- :; : :. ! . ,, :. �� : fif : ,t »; r' ,, / { r PROVIDE ....SILT FENCE ALONG,.. /,.,./ aG- i " / „ , , i�I ':„ l i TIRE LIMIT OE C STRlCO i t'` 1. r t /` :.. i t 1 t :. s ,,. . a : : .. ..) ...1�, ! ; , t 1 s I i', F : '.. :.. „r, f.. f V l i / s, ,, �. .. �. . . .. .... .. .. a .,, „ : i it f,,,,,> . ;;' „ / ; r r , 1� r . , i ! :,,I .. .,.r :. : ; t f r j. 5 , t ,r :. .r.... .., ...... .. C.... I. , e / r r : . i / !f T4 , III -II ::.;,.: ;: , , :: : , , >. , , , .. ........ ... ..,,,. ,,,, w,,..,. ..r .,. - . ' :., .. ; 5 „ ie r / e i ;I t2• n ; a ', / , is s / ,:, .. TI 9 /..... ; f : 5 ;.;, s , i t .. • i , ,., i , t T14 5 s z.1. t i %J: TI $• f a �" /, // /FE f::',,, .:„ j' {;' ;:?i' / F ° :% /, F f /, ., `��� /! PLAN ER POLLUTION T RMWAT PREVENTION , :;:11 � . / 11" �",:"." ', - S O CONSTRUCTION POLLUTION PREVENTION PLAN INVENTORY FOR POLLUTION PREVENTION PLAN f'-,r ,,:: , '` r'`r THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ON SITE DURING DESCRIP710N: , ,, THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF STORMWATER RETENTION PONDS, STORMWATER CONSTRUCTION: / COLLECTION SYSTEM, WATER, SEWER AND REUSE SYSTEM, GRADING, PAVEMENT AND SIDEWALK " 1. CONCRETE -'- SOIL DISTURBING ACTIVITIES WILL INCLUDE CLEARING AND GRUBBING; EROSION AND SEDIMENT 2. CONCRETE PIPE -"fir' CONTROLS: GRADING: EXCAVATION FOR THE STORMWATER POND; STORMW INTER SEWER PIPE, WATERMAIN, 3. FERTILIZERS i``,,,,, SANITARY SEWER AND REUSE UNE INSTALLATION AND SODDING AND SEEDI . % PETROLEUM BASED PRODUCTS ( TRUCKS in EQUIPMENT? 5. WOOD SSE AREA, 6. MASONRY BLOCK 7. PVC PIPE THE TOTAL SITE AREA IS 33.94 ACRES OF WHICH 28.05 ACRES WILL BE OISTURBED BY CONSTRUCTION. 8. ASPHALT D SEQUENCE OF ACTIVITIES WILL PREVENTION THE ORDER OF ACTIVITIES WILL BE AS FOLLOW: MATERIAL MANAGEMENT PRACTICES 1. INSTALL SILT FENCE ALONG PERIMETER OF CONSTRUCTION AREA 2. CLEAR AND GRUB AREA FOR SITE CONSTRUCTION THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK 3. EXCAVATE POND AREA AND ROUGH GRADE SiDESLOPES OF SPIVS OR OTHER ACCIDENTS EXPOSURE OF MATERIAL AND SUBSTANCES TO STORM WATER RUNOFF. 4. INSTALL PIPE SYSTEM TO POND, WATER, SEWER AND REUSE PIPES 5. FINALIZE GRADES AND CONSTRUCT ROADWAY GOOD HOUSEKEEPING: S. FINALIZE PLANTING PLAN AND CONSTRUCTION PLANS 7. REMOVE SILT FENCE AND DRESS ANY DISTURBED AREAS. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON -SITE DURING THE CONSTRUCTION PROJECT. NAME OF R=VING WATERS i. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ON -SITE POND i TO ON-517E WETLAND 2. ALL MATERIAL STORED ON -SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE ON -SITE POND 2 TO OFF SITE TROUT LAKE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. ON -SITE POND 3 TO ON -SITE WETLAND 3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. C SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. CONTROLS -EROSION AND SEDIMENT CONTROL 5. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. 8. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. STABILIZATION PRACTICES 7. THE SITE SUPERINTENDENT WILL INSPECT DALY TO ENSURE PROPER DISPOSAL OF MATERIALS. TEMPORARY STABILIZATION - TOP SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE HAZARDOUS MATERIALS: CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND MULCH NO LATER THAN 14 DAY FROM THE LAST CONSTRUCTION ACTIVITY IN THAT THESE PRACTICE'S ARE USED TO REDUCE THE RISKS ASSOCIATED WITH SEED SHALL BE A QUICK AREA THE GROWING GRASS AND SPREAD AT A RATE OF 30 POUNDS PER HAZARDOUS MATERIALS. ACRE AFTER SEEDING EACH AREA R SHALL BE MULCHED WITH APPDXIMAiELY 2 INCHES OF LOOSE A DEPTH OF FOUR INCHES AL CUT INTO THE SOIL OF THE SEEDED AREA TO 0 MEASURE OF MULCH MATERIAL 1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PERMANENT STABILIZATION - PORTIONS OF THE SITE WHERE CO INSTRUCTION ACTIVITIES I ZATION DISTURBED PRODUCT INi'ORMA110N. PERMANENTLY CEASE SHALL BE STABILIZED PER THE APPROVED PLAN. THE BOTTOM OF THE POND WILL 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED BE SEEDED, THE REMAINDER OF THE POND AREA SHALL 8E FULLY SODDED THE SECTION OF PIPE METHODS WILL BE FOLLOWED. CITED 1O DETERMINE THE EFFECTS OF TEMPORARY SEEDING AND SHALL BE STABILIZED TO SHALL BE INSPECTED MEET THE SEEDING SPECIFICATIONS PART OF THE CONSTRUCTION PLANS AND SPECIFICATION. PRODUCT SPECIFIC PRACTICES STRUCTURAL PRACTICES PETROLEUM PRODUCTS: CSILT FENCE - A SILT FENCE WILL BE CONSTRUCTED ALONG THE PERIMETER OF THE CONSTRUCTION AREA ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TANCE THIS WILL KEEP SEDIMENTATION ON -SITE DURING CONSTRUCTION. THE INLET STRUCTURES TO RETENTiON TO REDUCE THE CHANCE OF LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TiGHTLY SEALED SYNTHETIC BALE BARRIER TO KEEP THE SEDIMENT OUT OF THE POND SHALL ALSO BE PROTECTED WITH A SYN CONTAINERS WHICH ARE LABELED. ANY ASPHALT SUBSTANCES USED ON -SITE WiLL BE APPLIED POND. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. STORM WATER MANAGEMENT FERTILIZERS: STORM WATERDRAINAGE WILL BE PROVIDED BY THE PROPOSED SYSTEM OF INLETS, PIPES AND SWALES FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE ONCE APPLIED FiDH71UZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO FOR THE SITE AREA. THE ON -SITE AREA WILL DEVELOP A RETENTION POND DESIGNED TO HOLD THE REQUIRED P OU OLW71ON ABATEMENT VOLUME THE DRAINAGE SYSTEM HAS BEEN DESIGN BY A STORMMANUFACTURER. STORM WATER STORAGE LUAU. BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE CITY OF OC OEE AND ST. JOHNS RIVER WATER A OF FERTILIZER WILL BE 1RANSFlERRED 1O A SEALABLE PLASTIC BIN TO AVOID SPILLS MANAGEMENT DISTRICT CT REt1ULARONS. APPROVAL AND PERMITS HAVE BEEN SECURED FROM THESE CONCRETE TRUCKS: AGENCIES. THE POND HAS BM DESIGNED TO MEET WATERMANAGEMENT POLLUTION ABATEMENT VOLUME, STORAGE REQUIREMENTS AND DRAWDOWN REQUIREMENTS. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM OTHER CONTROLS WASTE DISPOSAL NO WASTE MATERIAL IS EXPECTED ON -SITE. WASH WATER ON THE SITE ILL CONTROL PRACTICES SPILL ES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE FOLLOWING PRACTICES WALL BE FOLLOWED FOR SPILL PREVENTION HAZARD MATERIAL AND CLEANUP: IT IS NOT ANTICIPATED THAT HAZARDOUS MATERIALS WILL BE ON -SITE DURING CONSTRUCTION. IF ANY 1. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND HAZARDOUS MATERIALS ARE LOCATED ON -SITE IT WILL BE THE RESPONSIBILITY OF CONiRATOR OR HIS CLEANUP SUPPLIES. DESIGNATED SITE MANAGER TO INSURE THE PROPER HANDLING OF THE MATERIALS AND COMPLIANCE WITH 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STATE AND LOCAL REQUREMEN1Ti. STORAGE AREA ON -SITE EQUIPMENT AND MATERIALS MAY INCLUDE BUT NOT BE LIMITED TO BROOMS. DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL SANITARY WASTE TRASH CONTAINERS SPECIFICALLY FOR THE PURPOSE ON -SITE PORTABLE UNITS FOR THE COLLECTION OF SANITARY WASTE SHALL BE MAINTAINED TO MEET 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. C THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE LOCAL REOUIREMENTS. THE CONTRACTOR SHALL INSURE THAT LOCAL REGULATIONS ARE MET AND THAT WASTE IS COLLECTED BY A QUALIFIED WASTE MANAGEMENT FIRM. PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL AGENCY, REGARDLESS OF THE SIZE OFF -SITE VEHICLE TRACKING: 6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF PROPOSED STABILIZED CONSTRUCTION ROAD TO THE SITE WILL BE USED TO REDUCE VEHICLE TRACKING SPILL FORM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE BA OF SEDIMENTS. THE AREA NEXT TO THE STABILIZED ROAD WILL BE WETTED AS NEEDED TO REDUCE 7. FE DEVELOPMENT'S SiTE SUPERINTENDENT WILL BE RESPONSIBLE FOR THE DAY TO DAY OPERATIONS DUST AND DRY SEDIMENT TRACKING. THE EXISTiNG PAVED ROADWAY ADJACENT 1O THE SITE WILL BE INSPECTED FOR EXCESS DIRT. MUD ETC. AND SWEPT AS NECESSARY. ALL TRUCKS LEAVING THE SITE AND WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL ENSURE 511E PERSONNEL ARE TRAINED AS NECESSARY TO PREVENT SPILLS AND N THE CASE OF A SPILL PROVIDE CLEANUP. WILL BE REWIRED TO BE COVERED WITH A TARPAULIN. TIMING OF CONTROL MEASURES EROSION CONTROL PLAN AS INDICATED N THE SEQUENCE OF ACTIVITIES, THE SILTATION FENCE WILL BE OONSTMJC70 PRIOR TO An erosion control plan shall be conducted by the Contractor and Contractor shall execute all CLEARING GRADING OF ANY POR7iONS OF THE SITE. EXISTING STORMWATE R POND WILL BE INSPECTED AND USED AS A SEDIMENT TRAP AND THE EXISTING STABILIZED ACCESS ROAD WILL BE INSPECTED PRIOR TO measures necessary to limit the transport of sediments outside the limits of the project to the ry P USE AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE volume and amount as that are existing prior to the commencement of construction. This STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE ONCE THE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA THAT AREA WILL BE STABILIZED AS condition will be satisfied for the total anticipated construction period. Provision must be made REQUIRED BY THE PLANTING PLAN APPROVED BY THE ST. JOHNS RIVER WA70 MANAGEMENT DISTRICT. AFTER THE ENTIRE SITE IS STABILIZED THE RETENTION POND WALL BE INSPECTED TO ENSURE THAT ANY to reserve the integrity and skit of check weirs, sediment basins, slope drains, grading P e9 y capacity P 9 g ACCUMULATED SEDIMENT HAS BEEN REMOVED AND THE OLT FENCE WILL BE REMOVED FROM THE patterns, etc. required to meet this provision throughout the life of the construction. Contractor CONSTRUCTION AREA AND AROUND THE DISCHARGE STRUCTURE shall provide hay bats, sot barriers, temporary grassing, etc. as required to fully comply with MAINTENANCEANSPECTION PROCEDURES I the intent of this specification. All sat fences and other sediment do erosion control measures THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION are to be in place prior to commencement of construction and maintained through construction. AND SEDIMENT CONTROLS. 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM 1. No excavated material shall be stockpiled in such a manna' as to direct runoff directly EVENT OF 0.5 INCHES OR GREATER. off the project site or into any adjacent water body or stormwater collection facility. 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE 2. The Contractor shall provide FDOT type III silt fence around the perimeter of the HEIGHT OF THE FENCE 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT. TEARS, TO SEE IF THE FABRIC IS SECURELY construction area. ATTACHED TO THE FENCE POSTS, AND TID SEE THAT THE FENCE POSTS ARE FIRMLY ON THE GROUND. 5, THE SEDIMENT TRAP WILL BE INSPECTED FOR DEPTH OF SEDIMENT. AND BUILD UP SEDIMENT WILL BE 3. Inlets and catch basins shall be protected with synthetic bales to conform to FDOT standards REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, {ran sediment laden storm runoff until the completion of all construction operations that P WASHOUTS, HEALTHY GROWTH AND COMPLIANCE WITH THE ST. JOHNS RIVER WWMD REQUIREMENTS. may contribute sediment to the inlet. Upon completion of the infrastructure, Erosion A 7. A MAINTENANCE INSPECTION REPORT WALL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO COMPLETED BY THE INSPECTOR IS ATTACHED. Control measures at the filets will be required to prevent dirt and debris from entering B. OWNER OR HIS DESIGNATE WILL REPRESENT THE OWNER AND CONTRACTOR OR HIS DESIGNATE WILL REPRESENT THE CONTRACTOR IN FILLING OUT THE INSPECTION REPORTS AND MAKING THE NECESSARY the storm sewers tBurin construction of the homes ern g MAINTENANCE CORRECTIONS RESPECTIVELY. IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD. 1. PAVEMENT WASH WATERS TO SETTLE DUST AT THE STABILIZED ENTRANCE ROAD. 2. UNCONTAMINATED GROUND WATER (FROM DEWAiERING EXCAVATION). ALL NON-STORMWATER DISCHARGES WALL BE DIRECTED TO THE SEDIMENT TRAP. F I 5 . . ..P 51MI ON ti 0 I 1 IM 3 A W I a. o. Q 3 z 0 1 N >_ Cb ?- On m W DO � p z Y � z 3 Q W J 0 0 -Z 4a Q co W at W Z 0 0 O W Z V) O 3 y o 0 � o W U W o; y r ,: tt r r .111111­ \ i / r / { %'.r ��,� J / % %i rr / i r i, / / /' i », \ m i ,,`: w /i /., rf �����������_�/ r I :a,. / r f 'l '' / /. f „ // ! '� I< r�: / - Z _ _.J / r 11 �Td3 /� � , �. ��� f , •s j y� r .. r t .. / .f. : . . rr .r,' : : ........... ' . ! •. W i . wi I r o /. , : - ,. r"` T39,..,:. ., .::•:. i ::..:: :........... , :. ,..:. , / rcl , \ t ,a•:..,. '•:. _... :. ,:. 7 :./ ;r . :r.. ,.:i' •,.:.. '.......,..,,,,,,.,,..._ . ,, rr \ / A�r �: .. . +. ...;. '.,. "•: ::.. JET-+Ytr , r c �, :: . V o �111:.,.. 11�.:f r,. 4. Areas opened by the construction operations and that are not anticipated to be dressed and receive final grossing treatment within thirty days shall be seeded with a quick growing grass species which will provide an early cover during the season in which it Is planted, and will not later compete with the permanent grassing. The rate of seeding shall be 30 lb. per acre. 5. Slopes steeper than 6:1 that fall within the category established in 4 above, shall additionally receive mulching of approximately 2 inches loose measure of mulch material cut into the soil of the seeded area to a depth of four inches. 6. The seeded or seeded and mulched area(s) shall be rolled and watered as required to assure optimum growing conditions for the establishment of a good grass cover. 7. If, after fourteen days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworked and additional seed applied sufficient to establish the desired vegetation cover. & All features of the project shall be constructed to prevent erosion and sediment and shall be maintained during the life of the construction so as to function properly without the transport of sediments outside the limits of the project. 9. Silt barrier and inlet protection shall conform to FDOT Index 102. 10. Contractor to submit Erosion Control Plan to the City Engineer and receive approval prior to the pre -construction meeting. M l Temp. Rock y „> ,; r't",. ' ,. 1 ; .., .. ,.,.. :, . ,.. ;. . .. .,::. :.:;; :;::,,. . : 5:., /. :l i'.': /,; ,,;.,; '/{:;%`. n: • =: •; 5 ,, r %r,.. ,, >_,. `/%i ,..' :,r,` ;/ F /F 'f'' r;,. . f: : ,. , %t f. jr f :'l ``' %:., s, �1�I, / 1 :t3 ! f' s , i' s, f',;; ; f. ,` `:s,s ;: / j//- - Principle Position le Post P tion (Canted 20°Toward Flow) Post Options: Softwood 2V2 " Dia. Softwood 2"x4" ( Optional Post Positions 2o.. Hardwood 1� x 1� /1 Stee/1.33/bs./ft. i t a 6'Max. J F1/ter Fabric fln Conformance With � 00 Sec. 985 FOOT Spec.J I I Filter Fabric 4 w II r II 1 Z II II ® Sift Flow I - I h II ® I � ., II t ro _ 11 I I __-- / /l it lr `/ ELEVATION SECTION TYPE III SILT FENCE NOTES FOR SILT FENCES 1. Type III Silt Fence to be used at most locations. Where used in ditches, the spacing for Type III Slit fence shallbe in accordance with Chart 1, Sheet 1. 2. Type IV S17t Fence to be used where large sediment loads are anticipated. Suggested use is where fills/ope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where Me detained water may back into travel/ones or off the right of way. 3. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at upland locations and turbidity barriers used at permanent bodies of water. 4. Where used as slope protection, Silt Fence is to be constructed on OY. longitudinal grade to avoid channelfzing runoff along the length of the fence. 5. St7t Fence to be paid for under the contract unit price for Staked Silt Fence, (LF). OPEN ° RISER O Dit ° ° Ditc / ° urb to Gufte Curb & Gutte .r-► ° ❑ ° w - ° _ _ _ I ° Rock Sags PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET , PROTECTION AROUND INLETS OR SIMILAR STRUCTURES NOTES FOR SYNTHETIC BALES TYPE BARRIERS 1. Type I and II Synthetic Barrier should be spaced In accordance with Chart 1. Sheet I. 2. Synthetic Bales shallbe trenched 3" to 4" and anchored with 2-1" x 2" (or 1" dla.) x 4' wood stakes. Stakes of other materia/or shape providing equivalent strength may be used if approved by the Engineer. Stakes other than wood shallbe removed upon comp/etfon of the project. J. Rai7s and posts shallbe 2" x 4" woad. Other materials providing equivla/enf strength may be used if approved by the Engineer. 4. Adjacent bales shallbe butted firmly together. 5. Where used In conjunction with silt fence, bales shallbe placed on the upstream side of the fence. 6. Bales to be paid for under the contract unit price for Synthetic Bales, LF. The unit price sha/linc/ude the cost of filter fabric for Type I and II Barriers. Sandbags shallbe paid for under the unit price for Sandbagging, CY. Rock bags to be paid for under the contract unit price for Rock Bags, EA. m T MNfi PROXIMATE I I TS•....OF )OD ZONE "A ,TRACT,...../ ';, 25' UPLAt BUFFER . . .. ....... ` „ ••.. : - ... I .. "', ... .. � . ... ... 8.. �� 1 2...... / ., .......... i'� •... ., .......,..,... „":/ "'' _.f:. i, `­., / 'f { u , ,- ,:/ . f- .f ,/ ..{f/e,.J .-W, :, ./ r . , I f J ! /' r ........ a� ........ ., .... i f.. , �,,' '....I / ♦: ;,,,,, ,;;, ,,, , ,,,, _... ......... ,. r r -; i' , ,` ,, ,, f is "rtr / f,. ,,:1...,i /„ G ,, ......... .... ,., ...... .,.. a; ,... .m _....., ."K,,.... t , . APPROXIMATE LIMITS OF '`` FLOOD ZONE "F\ �t / f ' !, 1:. , ... s D111 N [1'........... , r ' r /1.i /. .... , - '.rrEf2:.. Ix •" ',0 F r "r'.:' / ,, l R� / , O `T°:'::'LAKE/, . "'. .,'`° ", �1; / „ 1 f :IRE 76 Of „ ,�PP(etSxiMnil ,' , LIMITS OF ,......... . r " FLOOD ZONE'A-10' AST "'•.... „»» SEiVATION'` "/CON „11 / i`"' ' r ! ,, r, ;j ir�i;' ` ;-r/.' i f „r,»,»f / / , J f ........,.. ! i i; .. i r:. :i s {/ !' l f t�1\ %' /. :. \ /: t/:: w :. , r,:, ...... .:: :!/ . , /, ,:rr s ::: t. .; i .,..,...-. t :<,., .. : ?!S: %'r 11 ...., °': ,�,. ", rr , ,tom.,,, .: '//i'' ,......::i. .' it f: i %! i. f: f i:. f f ,1� \ : � /I !�, 1001 � in 0 r N Cb .� , d+ W J v tin i. aQ If� e a c U. 0 s oo. /w h L 4 �_/ I 'r - O 1. a J am W O 4) 8 R I4 rr G r O O S �0 'a a 0. 0. � 3 � %■ 1 a w 3 3 a 1.J 4) V ;_ 2 Is O i W r V W MCA M M 90 �q 4 - Aft X O O •O m ■ i ® d 0 Q Q_ Q CL_ O 0 Z LU W CL W Z Q:� 0 I`z zl -ZD i of 0 CL W Q W I' 0 0 -9 0 c1c 0 0 U) ~ V N 10 0 a) O 0 RII 4k O A N t_ � "t CQi Z C G N V► c 0 a - 0 U c 0 0 1-1 0 1 0 , 3 0 1-1 r` 0 1 0 i 0 0 N 1-1 0 0 Q 0 D IL I, 6 5 4 3 2 11 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE A FIGURE A101 DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE B FIGURE A102 DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS DATE: February 11, 2011 THRUST COLLAR (150 psi) FIGURE A105-1 WATER AND RECLAIMED WATER MAINS DATE: February 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS DATE: February 11, 2011 SINGLE FAMILY RESIDENTIAL FIGURE A119 CUL-DE-SAC UTILITY PLAN TRENCH WIDTH SET TOP OF VALVE BOX LOTS (TYP) VARIES FINISHED GRADE W/ SIZE OF PIPE TRENCH WIDTH / f :: ( "// VARIES FINISHEDo GRADE 'l .. . .f /v W/ SIZE OF PIPE / f' / .r. /, LL U r, I. z,// .f/ ... :.. ".. , . '/%f/ U O j // ,. SEE.NOTE-4 /. I- it m '� / i /, f // ' m z � COMMON FILL , PIPEOD,`.. , , J f ,-.-.-- , ..- / i ` = w w - / i, N SEE.NOTE4.': ":.: r' r/ r z x Q r f/i '- .,'f COMMON FILL ' / ./ /f�I., c f / PIPE O,D / .: / cn LL 12" (TYP%'/fj , w •' ,f f// i INITIAL ' / -j SELECTCOMMON / ! / f/� BACKFILL z 12"(TYPjj%�f f .- FILL f ",'~: ,l f -}- /,'-�l . :, INITIAL BACKFILL Lu O f. rri .. , ,.r-� r i HAUNC I G HN M wA � SELECT COMMON T MM N • �"-! /. z l f ,r W w MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PIPE SIZE PVC DIP 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND 25 36 46 55 64 65 77 89 105 120 45° BEND 10 15 19 23 26 27 32 37 44 50 22-1/2' BEND 5 8 9 11 13 13 15 18 21 24 11-1/4' BEND 3 4 5 6 8 7 8 9 10 12 PLUG E BRANCH OF TEE 53 74 97 117 135 138 166 194 231 265 VALVE 27 38 49 59 68 69 83 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. TRENCH 1- /;aLIMITS //°;r, ''% DRILL HOLE IN BOX TO FINISHED GRADEc BLOWOFF ,-::,: z ,.j '' ii 3"t a' FROM TOP LOOP WIRE SEE NOTE 4( )2" r.f'!`l " VALVE BOX PAD VALVE • -#4 BARS @ 6" O.C. ALL FINISHED GRADE SEE FIGURE A112 AROUND (MIN 2" CLEARANCE COMPACTED SELECT ADJUSTABLE SCREW 2" BLOWOFF F m 'i AROUND PIPE " ) COMMON FILL TYPE DUCTILE IRON VALVE 9" MIN (TYP) VALVE BOX A TIE RODS (ASTM A307 B) ' SEE NOTE 2 PROPERTY LINE (TYP) INCLUDING NUTS AND WASHERS ALIGNMENT RING (SEE SCHEDULE BELOW) 4" X 4" X 1/2" STEEL BEARING PLATE C MECHANICAL � � LOCATING WIRE RESILIENT SEAT M. J. GATE VALVE DOUBLE (TYP) JOINTS SERVICE (TYP) WASTEWATER #4 BARS ff rr ?; y/,, r,k" MANHOLE (TYP) / r f r:i r /f f,r '•`' "' WATER MAIN -GRAVITY WASTEWATER BEDDING MATERIAL=:.::f<'. I- FILL f-, ;/ .r > r: ;v: W /,/ /f �'.:- f : MAIN I" r r• ,., is O BEDDING :. 'f ,". AU CHING cn H N f UNDISTURBED r / ,, : `" .. ..: .. .., ... .,. .: ,., .. .. ,. .:/': :.:. � "..� :/ i:Sr `� ' / --:,' "'1, :. /l j� :'l :✓ r : ;�/.::;.'..J;z ;*: ;''i�':�::,I;:"f",/.,'i;:,Y-..J / . .,r,., :/ SEE NOTES & 8 UNDISTURBED EARTH l ,.... �,: ,;;/../.. ../:::/.:"/..:/.. ;./' :s�:�-/:i�:: ;:,r,,,. '�: ,:..6,..:.f,,.::.., /. ".. /.. f. DOUBLE SERVICE NOTES: EARTH'-'Z.''•.: •.. .. / r / r,>./i .:/~. "r;; . /, / WATER MAIN ;f•, : SEE NOTE 3 f r-. , ff:... , „ / / rr , /� r r,:�:^:%%5:,..,....r.:. 3" >;: >~• `:..,,c.,,f„</;" /•:, :../ ./ :/ . 111-1 / / . , ✓, ./ :: UNDISTURBED EA TH . , r...::/„ . , :/..:! .,. "": ;;:..-..,;f... - I- ' :; I - 'f/ ;� LATERAL TYP / %`- 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. r; f ,r,,:fn:.;,v:r; „r., : :., ;., ,:.f,::r,.-r (TYP) .:..1.....:.;.///./l f`, �..,..;,.//•"."f,..•. , :,..:,..:....... D 9 0 MIN OR RECLAIMED ,;.•.,. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN ENCASE TIE RODS IN ( " ) SEE TRENCH DETAILS WATER MAIN 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING SINGLE SERVICE NOTES: LENGTH SHOWN IN THE TABLE. REQUIREMENTS 6" FDOT #57 VALVE BOX SHALL REST ON (TYP)RECLAIMED WATER 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF NOTES: 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT STONE BEDDING ROCK NOT ON VALVE MAIN THE MAXIMUM DENSITY AS PERAASHTO T-180. 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. OR PIPE AND SHALL BE FIRE HYDRANT RIGHT OF WAY LINE 2 TRENCH BACKFILL' COMMON FILL COMPACTED TO 95°/8°/ (9UNDER PAVEMENT) OF THE UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180 4 ALL INLINE VALVES SHALL BE RESTRAINED CENTERED ON OPERATING NUT o 0 MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE NOTES: 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO.57 AGGREGATE. THE MAXIMUM DENSITY AS PERAASHTO T-180, PAINTED RED. 1. ADDITIONAL REINFORCEMENTS HALL 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH BE AS SPECIFIED BY THE ENGINEER. DIAMETER 24" AND LARGER, WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" 2. MINIMUM COMPRESSIVE STRENGTH 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. UTILITIES. GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: FOR CONCRETE SHALL BE 3000 PSI. E 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE 3. BEDDING, BACKFILL AND OMPACTION FLOW. DIAMETER 24" AND LARGER. WORKING PRESSURE: 150 PSI SHALL BE AS SPECIFIED ELSEWHERE 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SOIL DESIGNATION: SM (SAND SILT) ITHE STANDARD DRAWINGS. FOR PIPE DIAMETER 16" AND LARGER. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE LAYING CONDITIONS: 3 4. ALL FORM BOARDS SHALL BE 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING FLOW. DEPTH OF COVE: 3 FT REMOVEDPRIOR TO BACKFILL. ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL SAFETY FACTO : 1_5 5. NO ALLOWANCE SHALL BE MADE FOR OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION CONVERSION FACTOR FOR PVC PIPE: 1.25 FRICTION BETWEEN THE PIPE WALL 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF AND THE THRUST COLLAR. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED 6. DESIGN PRESSURE:150 PSI. ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W SPECIFICATIONS BY SITE -SPECIFIC SOIL DESIGNATIONS LAYING CONDITIONS PIPE MATERIAL ETC. FOR 7 REQUIRED FOR LINE STOPS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE SIZE (INCHES) DIMENSIONS (FT.) TIE RODS REQ'D A B G D DIA. NO. 6 2.0 2.0 1.0 3/4 2 8 2.5 2.5 1.0 3/4 2 10 3.5 3.0 1.0 3/4 4 12 5.0 3.0 1.0 3/4 4 16 6.0 4.0 1.5 1 3/4 I 4 20 8.0 5.0 1.5 1 3/4 1 6 24 9.0 6.0 1.5 3/4 8 NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000 LSSISF SOIL RESTRAINT BEARING. ASSEMBLY NOTES: WATER MAIN SINGLE SERVICE LATERAL (TYP) 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. E 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. 2 El Ii ii & \ , , li il 421 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 1Z' ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. RECLAIMED WATER MAIN 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER. NOTE: UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TO A TERMINAL MANHOLE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 TYPICAL VALVE BOX COVER FIGURE A110 DATE: February 11, 2011 VALVE BOX PAD FIGURE A112 DATE: February 11, 2011 PIPE LOCATING WIRE FIGURE A114 REV: APRIL 25, 2011 AIR OR COMBINATION AIRNACUUM FIGURE All 15-1 DATE: February 11, 2011 SEPARATION REQUIREMENTS FOR FIGURE A116 DATE: February 11, 2011 PERMANENT BLOW OFF VALVE, FIGURE A122-1 RELEASE VALVE FOR WATER AND RECLAIMED WATER WATER, WASTEWATER AND RECLAIMED WATER MAINS MANUALLY OPERATED, WATER AND RECLAIMED WATER 24" X 24" SQUARE (ROUND 2" AIR RELEASE VALVE VENTED ARV ENCLOSURE (BLUE FOR WATERAND LOOP WIRE DRILL HOLE IN BOX (SEE NOTE 4) SET TOP OF VALVE BOX �t t;:...; i::i ;.r ::i: >,; ;t >.; ; i:: is '>'. t," ."::'-: ': -": ,0'- v~ ,4': -'-- ~: % ---: -: -"0.0": ,-" OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX WITH FINISHED GRADE ASPHALT , „ ,.,.:, :::i ; t:t i;� ;:i I :, :� ::, : VALVE BOX AND " ••r .,. . SURFACE PANTONE PURPLE 522C FOR RECLAIMED) (SEE NOTE 4) PRIVATE ... It t' ,,, -:: t:. : ;:- .: :. LOCKING COVER f r RIGHT OF WAY I PROPERTY 2" NIPPLE €.. t. BASE DOWNWARD FACING • !-: ` : ` .: I., i:3 -I t:a RECLAIMED :": t:a t:: '•; €••' VALVE BOX AND WATM . P1 2" X 1" REDUCER 18" MIN PVC ELBOW D "• •••- "• =•% °" `'' `"' `" `'' `'' " €-'• t::; 't '. COVER (SQUARE LOCATING / ' 1" SHORT NIPPLE "'- ::""::::::: : ri ::.: .. r; ; : r TYPICAL LOCKING FOR RECLAIMED WIRE LOCATING WIRE COVER END BOLT WATER) .:. VALVE BOX ,.: w. , 1:, CURB STOP W/SCREEN MESH •-" - - , AND COVER / ' :; FINISHED GRADE ,,,,,,,, ,,,, ,, ,,,, ,,; 3 ::,..- E.:,11", is •. ' •'• '' TYP ;; •;,;;:.<..:"` . ;:. r;: , n;: ADJUSTABLE C S %.. _, ......: ,.. ::`. ,: ,,, :., r t :": ;:'i:": "' € _: :.. .::..:.. ` t ;, ' t ' i : ' `'; : r"t ; Y t ; : ' ` ' 6" THICK 2500 PSI (MIN) CONCRETE WITH 24" :::-;,. ".., : %`.,. ::.:;•'>` I'll. r IRON VALVE BOX 1' MIN Z ..: i. ., _., ._ :..i _; ,. #4 REBAR CONTINUOUS IDENTIFICATION DISC , ,;: :::'• %;:.: 36" X 36" X 6"DEEP 2" X 4" z , e:% `"-, '""' ''""" --" -•• - "- •••. •••• -••- (SEE NOTE 2) OR (SEE NOTE 1 AND ::: CONCRETE PAD IPPLE _ � RECLAIMED WATER f"tE .:.......::.:. .-" ".." _; ."" "......, •...._ ".." -... C. POLYMER MIX MATERIAL OUTSIDE PAVEMENT DETAILS BELOW INSIDE PAVEMENT ) fj: ,-. f ":'"""-' . ' WATER 3"t4" FROM TOP TO FINISHED GRADE VALVE BOX PAD (SEE FIGURE Al 12) FINISHED GRADE 11 ADJUSTABLE CAST IRON VALVE BOX . BLOW OFF VALVE LOCATING WIRE -::: ,..; APPROX.3" ..; //, :a E TE ""'•:.' ' ' ::,:;;... i ASSEMBLY PER :.. ,.,; WAST WA R, f' f ;....r r :_.,..,."r rl _, SEWER ; >" € •,a; y i%. �'-.f` APPENDI XD <. -:, „ z%r ; .;''•":::% •,..`.,,........ OR RECLAIMED MAIN ..'°:;%;"" '.: r. / ...i/' /....^..,%,:" <.:. ,..r•,./ •.-y.., 2 IRON BODY GATE .. ". f.. r`� :.:.......::.., ...::_::_::..; ...::..:..: ..: NYLON STRAPS, •.,f:......:,y, ..,,:,,,..; .,.,, .:,,, :.": ,,.. ,,:, ;.,: STOP : 't .. ;;.:::� ; . ,.,I ""r.;:;✓ '::.: 2" BALL CORP z y VALVE W/ SQUARE " " "" `' r,; LETTERING TO BE MACHINE O.C.0 3 PER JOINT /i' :..,�' s r ' :,,. ` s-:,.r1. , " , t,.t ,"., WITH ELBOW , ,,,.. •, .,f NOTES: OPERATING NUT i.. - -- - -" �,, AFC 6" MANUFACTURER AND SIZE (SEE NOTE 1) LOCATING WIRE N;,. J• ENGRAVED WITH O f `:<, f' i".:::: ::: /"`„'; tf.::.l 4„ DIA HOLE ,) " t­-, It : ;��"` CAP. LETTERS RWGV TYPE OF VALVE MIN 2% y ,;': ' f ;'" 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION :, :.,.;:. sr: r ...L::.; f , f WATER unuTv SLOPE BOX SHALL REST ON BEDDING , ,,, - ' f- " r"f'' AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR - ,"" S: :: ;:- ;;' L-20 DIRECTION AND NUMBER OF TURNS »-. FDOT#57 STONE ROCK (NOT ON VALVE OR PIPE) •�. ;.- ., °:' PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, :..: ...: :.. ...:...: ::••: 2009 YEAR . . •: ,:,:•'t- ._;1 AND SHALL BE CENTERED ON :..: 0_5 :", :.: -..: i.- 11 I-: .... .... ,_ i(i.. fs(i.,l.,,i ::...:.... ..:::{.....:: ....n -•<� ::.....,: ....::::-,,... ;,,... ••• WASTE WATER r..,, OPERATING NUT _ ......-. t.-:..:........ ..:..:...t ..-- / r:;f,.; :.:.:.,:,,....r c:./<..:<...:....:•.... ,F:;-:,:'•:r:.^ 2 PIPE f• rPROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF ;.r•: s,... ` .f..•.. •.......x> 1 / 2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ,., ,..: ...::..; ,..: t"; t--; r.-:.i,.: r.t ,!i r; (:•..:i rr��i(; ..:.....:;..%..,...,:.y/....fit: -:::.r ,..�i; il�::::�i;.:.ii; ��:: - :/".7•>F•.%'•'"`.:%f: ;/. :, `'-' "` t " "' "' ' O ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUALTO OR f%,---::':.:; >% s :,>;. ;:.:, r: r t i t :..::..::.,; :, 0 2 ELBOW AND TUBING _?, f i'r; %%;!e !,%I:z' ;!1A1;,,!•/: . "' IDENTIFICATION DISC SADDLE GREATER THAN 24 INCHES. OTHERWISE THE REQUIRED SEPARATION IS 12INCHES. /; ' r/:fir%„ ss;%<s:c=: ,"<lxs-s' <s :/; ,..: ] .•: WATER ¢'•: r•::•t : THREADED r.. ff ,:tf f, , :.::..; ;..: ...: .... ....:. 3" MIN '_ 3' MIN I1 (THREADED) .,. ,.., l,. ,. rf;; r - „ „ I EXAMPLE TAP 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION ''%``%%'tl, '%' '%'`%`` Fir`" " .... ........ ... .... ...t ", ;.,t € 1- z 1-. 2" GATE VALVE Q % ,",2 :,',i, f i . / r' f'ir, f• ,t r c f ..:/ .. r l i l , ,.. , ,.., RE UIREMENTS OUTLINED IN 62-555.314 FAC. VARIANCES FROM THE FDEP .. r/. . , /. .. /., .. /f .. .. . , /. ( /. . ........... .... €::€ €::: :: ': €:- ;:: IRON BODY W/2" Q o.c.0 :: :':: - : - -REQUIREMENTS MUS 62-555 3 5 - , , r T COMPLY WITH 14 FAC AND MUST BE APPROVED . ,.., .,, -„i t, is •.:•.. -"�' ' • - SQUARE NUT • • ' AFC fi" r._I :..- ;-• -- RWGV INDIVIDUALLY BY BOTH FDEP AND OCU. RESTRAINED JOINT 6" OF FDOT #57 STONE ,.-::': , �:: '" z WATER UNION 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WATER OR RECLAIMED • .- � L-zo C 2009 VARIES - SEE NOTE 1 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF WATER MAIN C N THEFT PROOF POTABLE WATER ANCHOR PIN SANITARY OR STORM WATER MANHOLE OR STRUCTURE. DISC TO BE HANGING IN THE BOX NOTES: DISC TO BE EMBEDDED IN PAD NOTES: 1. OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS NOTES: ANCHORED TO THE LOCATING WIRE. 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE AT RIGHT OF WAY LINE, NO 1. INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. BRING OUTSIDE PAVEMENT INSIDE PAVEMENT CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON OFFSET REQUIRED. VALVE BOX TO GRADE AND INSTALL CONCRETE COLLAR. NOTE: STRAPS TO TOP CENTERLINE OF THE PIPE. 2. ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER SHALL BE 2. FOR USE AT PERMANENT WATER AND RECLAIMED WATER DEAD -ENDS, SUCH AS NOTES: 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" EQUAL TO THE SIZE OF THE ARV. CUL-DE-SACS. 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL ABOVE TOP OF COLLAR. 3, ALL PIPING, VALVES, AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE 3. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND VALVES, EXCEPT HYDRANT VALVES. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. SPECIFIED OTHERWISE. 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED 4. THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME INSTALLED. CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED. AMOUNT OF AIRFLOW AS THE VALVE. ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE A118 DATE: February 11, 2011 FIRE HYDRANT ASSEMBLY FIGURE A203 DATE: February 11, 2011 BLOW OFF VALVE, AUTOMATIC, WATER FIGURE A122-3 DATE: February 11, 2011 MJ TAPPING SLEEVE AND GATE VALVE FIGURE A121-1 DATE: February 11, 2011 WATER AND RECLAIMED WATER SERVICES FIGURE A120 DATE: February 11, 2011 TEMPORARY BLOW OFF VALVE, FIGURE A122 2 EXPANSION FIBER MATERIAL BETWEEN ASSEMBLY FOR WATER AND RECLAIMED WATER (TYPICAL) MANUALLY OPERATED, WATER AND RECLAIMED WATER PROPERTY LINE PROPERTY LINE APPROX 7.5' X 3.5' MIN FIXED CONCRETE EDGES (TYP) AUTOMATIC BLOW -OFF VALVE 6" THICK CONCRETE 2" TAPPING SADDLE DRILL HOLE IN BOX SHEAR PAD WITH FINISHED W/ RESILIENT FIBERMESH I T TO 5' I GRADE GATE VALVE CENTERLINE 3"t 4" FROM TOP CONCRETE VALVE BOX 2" BRASS AND VALVE BOX RESTRAINED EXISTING LOOP HOME ® TUBINGA METER BOX MECHANICAL JOINT PIPE Q ¢ (SEE NOTE 3) SIDEWALK CURB 2" CURB � VALVE BOX PAD BOX ROAD STOP SIDEWALK (TYP) X (SEE FIGURE Al ) CLEAN -OUT I- TO FINISHED GRADE OF m K TYp 1, SET TOP OF VALVE BOX 2 x Hm BTYP r /, r•„f,:r., :, ,;;i•. . ,;- / 2„pE C7 - = I- B (TYP) fl r/r ,r// DOUBLE CHECK VALVE �/ 'j METERBOX ..,/-;, TUBING O STAKE it .� STAKE • (SEE NOTE 1) COMPACTED ;�:, � (SEE NOTE 2) FINISHED GRADE M M POTABLE WATER M M BOXER BACKFILL DUCTILE IRON CONCRETE ,, , s - .1.1 ,. . ;r, SPLIT GLAND {SEE NOTE 2) RIGHT-OF-WAY METERS TYP , " n r„ fr/f , / ,/r O TAPPING SLEEVE j" /:: GRADE STANDARD ROADWAY ADJUSTABLE SCREW TYPE •:' S10EWAt ,: , " . SIDEWALK. ,, /' �. f f f CURB DUCTILE IRON VALVE BOX 'fr 'i f ' l'i/rs fir.; it / r, RECLAIMED_57., . . DOUBLE WATER SERVICE %; f ; jai::! co. I . I I , ­."!,: T - - . - CURB STOP .,;.,;: ;;•!.- .%"r. y:''; ;,.'.,,•...,;.,.-�-,.. STONE 2 FLOW METER EW PIPE :•, ,. LOCATING WIRE WATER METERS (SEE NOTE 2) . i."/.;r f !r.. f �r/ / l% / / . N : /% >j„,: ,", :<.y,.,.., f:;<.,.: f-•�!,'-/ f.. / ,,::.f,..'...:., ,: �...;.r.. ,.....::. MIN FROM BACK /,..:,..:• CURB STOP '"i....,::../.. >., /../.../.... (TYp) (TYP) , " . ANCHORING TEE (BY UTILITIES) r,j/ / :.,. f OF BELL AND SPIGOT i ";:/`' /ii// CORPORATION STOP (TYP) f � BLOW OFF VALVE VALVE (REQUIRED AT 2" BRASS COUPLING � t DI ANCHORING 30" MINVALVEASSEMBLY PER - POTABLE WATER MAIN ANCHORING TEE) MJ TAPPING INSERTION LINE CURB STOP M. GATE w U ., , , COUPLING FDOT #57 STONE (6" MIN) WATER MAIN SLEEVE (SEE NOTE 1) APPENDIX D A q CURB STOP . SEE NOTE 1 �. _ { ) VALVE BOX SHALL REST ,,,-r PLAN ON BEDDING ROCK NOT '; ,l , yi' w AUTOMATIC f f, / r; >. rn STREET 2' TAPPING SADDLE %i ON VALVE OR PIPE AND ✓:; ,t f ,. < t-..� BLOW -OFF VALVE r ,' `:• f>' G7 w SIDEWALK SIDEWALK W/ RESILIENT PE TUBING ED r „r' " r, „; f," ¢:I �; .. > . `" WITH RPZ BFP SHALL BE CENTE . f R ON OPERATING ' ' "''%' . GATE VALVE NG NUT f5' r,:: :;,... W TEWATER G . VITY MAIN ' FIRE HYDRANT 2„ BR AND VALVE BOX r ` '`' .� T N RA FIRE HYDRAN �� ASS CORPORATION i r / f �Q, ROAD •MANHO�E, ASSEMBLY 90° BEND ASSEMBLY% TUBING STOP (TYP) :�•%%i�' i r '`f -,..., -f.,:t.- ,.,:.' , / ' CORPQRATION' r .:.,f : /' f �l t t, METER BOX 2"CURB STOP . - r STOP RESTRAINED RESILIENT SEAT ,<.. / y , . , , l / ,' 1,, . ; , e <o .. .� , , / . / ..., EDGE'OFRAVEMENT TAPPING GATE EDGE OF PAVEMENT EDGE OF PAVEMENT c o o , . MECHANICAL JOINT VALVE W/ VALVE BOX POTABLE WATERMAIN POTABLE WATERMAIN ' >'° : '' 5r - 6" OF FDOT #57 !i y TUBING I RESTRAINED JOINT I RECLAIMED WATER MAINWATER OR RECLAIMED STONE NOTE: �;;NOTES: WATER MAIN A 1. EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS STANDARD CONFIGURATION ALTERNATE CONFIGURATION wrrl_l_t� 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN A AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW : /;•: SIDEWALK AND CURB. PREVENTER. %: 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS 2" BRASS COUPLING 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24" UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED. NOTES: L2" FLOW METER ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY NOTES: 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES (BY UTILITIES) SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB. 1. FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS. PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305. 2• BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS - SILVER. `.. ° 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12" 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. NOTE: SECTION A - A ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. 1. TO BE PROVIDED ON AN AS -NEEDED BASIS TO BE WATER MAIN 5. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING DETERMINED BY OCU CONTRACTOR. "CITY OF OCOEE FIRE DEPARTMENT TO APPROVE FIRE HYDRANTS. I I --i I 6 1 5 1 4 AlL 3 1 2 I 1 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" 3' 12" 6' 12" 3' 12"/181' 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 NOTE1&3 NOTE3 NOTE1 12" NOTE1 12" NOTE1 NOTE WASTEWATER 6' 12" 3' 3' 3' 12"/18" (GRAVITY AND FM) NOTE3 NOTE3 NOTE1 12" NOTE1 12" NOTE1 NOTE RIGHT OF WAY 3' N/A 3 , N/A 3' N/A N/A N !A NOTE1 NOTE1 NOTE1 W cl I I 3 v d 0 Ict Z a 3 N co?- cm m W cocm0 � W 2 W W Z Q Q V W 0 Q V a Q I cn 2 O 2 a rz V � W J 0 cn Q V U ca W O -ld ciz y Z O a O V O " H MR ® � Ca ffm co '` . 1. a O O 1is t-q d .. �t . 0v IL IN C R 1U 6 O W ti a 14 _ aft J ° a I; 0 .1 C1 O Ji . _ a! ° ;0 _ 8$ aV O aM a m �d a y 4) y\ _ am co I = of ® W * CW 1r " N. O w 'd ® A. in: 0 0 ct U_ ^ ( , J w Q ' A _ LU ( ct W W ~ J_ Q Jo.� W �< W iq.! -c:� W Q Or, O V CL a 0 f_ V Q0 Q n I O I_: O 00 % O N I_ W W I -- a h 6 5 4 3 2 1 018BOX xE24VMIN.) SET TOP OF VALVE BOX FINISHED GRADE TO FINISHED GRADE VALVE COLLAR EAS CONCRETE COVEDLLAR jSEENDEE AIIDL)� 2' CAP EAS FINISHED GRADE rSEE DETA 1 FINISHED GRADE 2' GATE VALVE ry r F ADJUSTABLE CAST IRON 2" 90° BEN F SEE NOTE 2 VALVE BOX o M BUTTERFLY ADJUSTABLE CAST BOX SHALL REST ON VALVE IRON VALVE BOX 6" RESIDENT SEAT BEDDING ROCK NOT M. J. GATE VALVE OONTDVAALSHALLOR PIPE CENTERED ON ° MAIN OPERATING NUT ° ° ° ° 2" 90° BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN 6" BEDDING ROCK UNDISTURBED BEDDING ROCK EARTH TAPPED CAP NOTES: NOTES: 1. PVC EXTENSIONS SHAD. NOT BE USED ON VALVE 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. BOX INSTALLATION. NOTES: 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. AND LARGER SHALL BE BUTTERFLY VALVES. 1. ALL 2' PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL SEE SECTION 52.3. OR BRASS WITH THREADED (NTT) JOINT'S. GATE VALVE AND BOX DETAIL BUTTERFLY VALVE AND BOX DETAIL BLOWOFF VALVE DETAIL E CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE E STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL NO. 400 NO.401 NO.403 TRENCH -u rr5 FINISHED GRADE va 1T N STOP (1" MIN.) NOTE 3) STOP (I- MIN.) FfUlNG 24 x 24 x 6 THICK CONC. PAD X13/x4.3/4" TYP. EACH VALVE BOX. WITH PAINTED __)) 3" DIA. BRONZE DISC & WITH NUMBERS CURB STOP A$TNCHORED IN GONG. PAD #4 BARS ALL PNOATE I Q D 3" DIA BRONZE 4MARKU-BRANCH z 2 EA. FA AROUND 1, '1 DISC ANCHORED IN � CONC. E'AD STAMP Q SIZE OF VALVE TYPE OF VALVE AS REQ D. 3 3 SERVICEVe .: POLYETHYLENE POLYETHYLENE DIRECTION & NO. TUBING (1' MIN.) TUBING (1" MIN.) OPEN RNS TO D BOX SINGLE METER DOUBLE METER BOX VALVE BOX AND WATER METER AND BY CATER METER AND COVER � .. N r� L�411BARS ALL AROUND CONCRETE BLOCK 36�N. . 2' CLEARANCE OR BRICK AND SEE NOTE 4 00WA UND PIPE) MORTAR WALL FlWNG AT 1' STAINLESS MIN. (TYP.) BOTH ENDS '' VENT HOLE Ir`STEEL IN DING JOINT ED ITIE RODS INCLUDING PSKIDS MINIMUM) NUTSAND WASHERS 4' x 4' x 1//2" (SEE SCHEDULE BELOW) BEARING PLATE C (6" MIN.) MECHANICAL M•) r JOINTS 6' MIN. TREATED WOAD #4 BARS SKIDS AT 10 D SINGLE SERVICE DOUBLE SERVICE IMMUM SP ING 2500 P.S.I. STEEL CASING PIPE SEE NOTE 2 CONCRETE MIN. ANCHORS DUCTILE IRON PIPE CORPORATION STOP 2" UNDISTURBED M NOTES: _ (NORMALLY OPEN) IN' 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE EARTHEk UNIMPROVED CONDITION INDICATED. ENCASE TIE RODS D 4'-0' MIN. SEE TRENCH DETAILS AWWA TYPE 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO CC THREADS TOP FLUSH WITH IN 1-1/2" PVC SLEEVE 3' COVER FOR PIPE BEDDING 4 x 4 x 4-61 STAINLESS TO METER BOX FINISHED GRADE OR GREATER THAN SHOWN IN THE TABLE REQUIREMENTS LONG TREATED WOOp STEEL BANDING -ASSEMBLY 9" 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING SKIDS (SEE NOTE 3) STRAP MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FFTT1NG(S). PIPE SIZE 6' 8' 10" 12" 16' 1 20' 24' 30" 36" 90° BEND 29. 38' 46' 53' 53' 64' 74' 88, loll 45' BEND 12' 16' 19, 22' 22' 26' 31' 36' 42' 22-1/2° BEND 6' 8' 9' 11' 11' 13' 15' 18, 2D' 11-1/4° BEND 3' IV 4' 5 5' 6' 7' 9' 10' PLUG OR BRANC OF TEE 61' 80' 96' 113' 112' 138' 159' 191' 221' SADDLE "` ASPHALT SURFACE WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE POLYETHYLENE TUBING 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL 30 - 45 DEG. OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE BE AS SPECIFIED BY THE ENGINEER, RESTRAINED UNLESS OTHERWISE INDICATED. BASE; 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN 2 MINIMUM COMPRESSIVE STRENGTH . ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST FOR CONCRETE SHALL BE 2500 PSI. RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 3. BEDDING, BACKFlLL AND COMPACTION BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. WATER MAIN 4" x 4" x 18" LONG (_MIN.) PRECAST POST WORKING PRESSURE: ISO P.S.L* 4. ALL FORM BOARDS SHALL BE REMOVED VALVE BOX ITH 3 DIAMETER PRIOR TO BACKFILL. NOTES: AND COVER (TYP.) BRONZE DISC SET IN SOIL DESIGNATION: P.S.T.* 5. NO ALLOWANCE SHALL BE MADE FOR 1. ALL FTTTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT GROUTAS SHOWN LAYING CONDITIONS: P.S I. * FRICTION BETWEEN THE PIPE WALL TYPE CONNECTIONS. IMPROVED CONDITION AND THE THRUST COLLAR. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 6. DESIGN PRESSURE: 100 P.S.L* 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH NOTES: 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN SHALL BE EXPOSED APPROXIMATELY 3" ABOVE FINAL GRADE AND 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES le AND PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR TIED TO A 2" X 4" X 4" STAKE WITH THE TOP PAINTED BLUE AND LARGER OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES OF 1.5. •" 0000� al®�i�ii■©L5i© ®il�l®iEiiif■vl�� 4S. W 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL, MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24' DIAMETER. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X 6' WHEN THE BORING AND JACKING DETAIL WATER SERVICE CONNECTION DETAILS BRONZE IDENTIFICATIONVALVE c ICOLS NOT LAR DETAIL RESTRAINED PIPE TABLE. THRUST COLLAR DETAIL C C CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL NO.405 NO.107 NO. V4 NO. 105 NO.106 RECLAIMED WATER SIGNAGE NOTES: "DO NOT DRINK WATER" 1. REUSE WATER TO BE OWNED AND MAINTAINED BY THE CITY OF' OCOEE. 2. REUSE MATERIALS, CONSTRUCTION PROCEDURES, MAIN LOCATIONS AND 1/2" RAD.(TYP) VALVE, FITTING AND SERVICE LOCATIONS TO BE APPROVED BY THE 5/8" CITY OF OCOEE. 1-1/4" EARLY WARNING TAPE IRRIGATED WITH � 1-1/8" METALLIC LOCATING WIRE - -- RECLAIMED WATER FINISHED GRADE 1/2" - - 12" 4.3/8" DRIVEWAY 1' MAX. 518„ 1/2" F 3/4" DO NOT DRINK • NO BEBER 1 B PVC WATER MAIN 1a^ 7/16" B OR FORCE MAIN 1l2" (NP) EXPANSION (TYP) © J❑INT SIDEWALK © 02 O 1 • MAX METALLIG LOCATING WIRE (MAX) -� ,2^ o 0 (MIN) APPROACH STREET CURB & GUTTER NOTES: FINISHED GRADE N❑TEST CONCRETE TO BE 2500 PSI 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 18^ APPROACH & SIDEWALK IN DRIVE TO BE 6' THICK W/ WIRE MESH OR FIBER MESH. (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR (MIN) I x 4 USED AT EXPANSI❑N J❑INTS TO BE PRESSURE TREATED, 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX ALL WOOD STAKES USED IN FORM WORK TO HAVE 2' OR MORE MORE OF CONCRETE COVER. 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. WIDTH. NOT REQUIRED IN DRIVE. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE MAY BE REQUIRED INADDMON TO LOCATING NOTES: WIRE AT DIRECTION OF CITY. 1. SIGN TO BE APPROVED BY CITY OF OCOEE, 2. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT A TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. A PVC PIPE LOCATING WIRE D ETAI L 3. BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721 COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C. DRIVEWAY APPROACHES 4. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 5. SIGN MATERIAL SHALL BE OF 0.040 GAUGE METAL. 6. POST SHALL BE 2-3/8" OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123. POST (rITY OF OCOEE TO BE PROVIDED BY CUSTOMER. CITY OF OCOEE �T ��Tw STANDARD DE 1 AJL 7. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. w �� w �CTw STANDARD DETAIL AIL NO. 8. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 62-610 NO. FRWO CONTROLTHE COUNTY APPROVED ENGINEERING P PLANS AND/OR AS APPROVED BY THE UTILITIES. 6 5 4 3 2 1 DOUGLAS E. HETTRICH, P.E. #69040 'O t! O W � Q Z � i rn N m CO uj CCm D Z W j Z Z N W ac CL J � V 0 Q v-1wfi 11 ®00 at_ Ja o0 ,v C ai (Q L4 0 W x n d J o v �; ° No a O C o O L a a, %ic MASS _ ® W aef N ® ® x O 0.0 me ® ® ao 0 J � Quj LEI C3 0 O tw v J � O t� W V A O O O � p Imo: o � O N m c 0 a c 0 U i U) m 0 0 v 0 I 0 3 0 0 I 0 / 0 0 N a 0 0 0 0 a 6 5 4 qpr 3 2 1 ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 0 3 APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE A FIGURE A101 DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE B FIGURE A102 DATE: February 11, 2011 PRECAST CONCRETE MANHOLE FIGURE A301 DATE: February 11, 2011 MJ TAPPING SLEEVE AND GATE VALVE WITH FIGURE A121-2 DATE: February 11, 2011 PIPE LOCATING WIRE FIGURE A114 DATE: February 11, 2011 SERVICE LATERAL FIGURE A305 e MANHOLE FRAME & COVER PLUG VALVE FOR WASTEWATER I TRENCH WIDTH SET COVERS FLUSH IN ( SEE STANDARD DETAIL) VARIES FINISHED GRADE PAVED AREAS MJ TAPPING W/SIZE OF PIPE TRENCH WIDTH /ruff 3 % _ SLEEVE �' WYE WITH Q VARIES FINISHED GRADE / f'/.: FRAMES BEDDED IN MORTAR C SIZE VARIES O /: 6" BRAN H SEWER MAIN CLEAN -OUT ESILIENT SEAT 6" 45. Z �W/SIZE OF PIPE - BRICK (MIN) TAPPING GATE VALVE EXISTINGBEND (TYP) _ PIPE 3 0 MAX ' . /.':/.'• � 8" 4 COURSES MAX OR MIN 5" TO RESTRAINED WYE WITH r -'/i MAX 10 HOPE ADJUSTING RING MECHANICAL JOINT RESTRAINED • - 6" BRANCH DOUBLE w LE LUG VALVE AL 6„ 45° m m W /r I ., EXTERNAL MAN HOL P MECHANIC WYE WITH F >- r F/f/ NT NC / : •:;; . ... //:/... ; m " //%/fj J JOI (TYP.) m m r r .:... = z 1 fj/// ///j// / LL W (TYP) SEEINOTEE5 L 4'-0" MIN 5" MIN LOCATI WIRE DERS BEND 6" BRA H NG p 0 W Q BUIL LOT w '> yj / r" `' v F- APPROVED LINER FINISHED GRADE PLUMBER LINE Z I' I � Z W f ff..... $EE.NOTE"4 ..:.. FW- w / / // / Q z PER SPECIFICATIONS O , , ,:: - - Z 3 Y m r y :"i r w SPLIT GLAND ,,, :.;..... ( EE NOTE ) N Q S 7 (J � Lai COMMON FILL /ff : - v /' = w 0.8D EFFLUENT PIPE DIAMETER O O O , r'-"r° OC J ' PIPE O.D. -r :•': % / , r / U ( ) PING (,.( ,'CL r SEE. NOTE4...•• f/::'... cn 12"MIN TAP ,;: PLAN 41 0 = CL r r r f '.; w BENCHING PER O SLEEVE ; ;.... (TYP.) TEMP. PLUG p U COMMON FILL r : CONCRETE WITH ADMIX r,., CURB (SEE NOTE 4) NTS (SEE NOTES 2 AND 7) Q ,j If ` I- SPECIFICATIONS ' 6" ( , : PIPE O.D.Ri Lill 12" (TYP„ - /;:,/. w wMIN NEW PIPE (r.: ,, :,,. /,• INITIAL w _ STAKE TO SHOW LOCATION OF r !n ..:,.,,. 8" MIN �. BACKFILL �O f",lr:...` N r; j 12" TYR i /s WATER, TEMPORARY PLUG. (TYP.) m .,. f./ z (/ /,. 5' MIN FROM BACK SELECT COMMON 9" r r ;r ";r r .,;zi;,', r;t' i., : i' r.r WASTEWATER, ,:,..•,: ,�::f.f:'•:r..' i..... ,,"...: ,.,.•, ;., INITIAL � ,:,is;.:, ' `; L ,ri, ;'",;-`"° ff f ./ r OF BELL AND SPIGOT 0 •r:....:':';%...:;:r ir.'.,...t;... OR RECLAIMED MAIN FILL ,as.�..,,. r.:.:-...,,_ BACKFILL O ,,..r,... ,....,., ..,... .. W HAUNCHING ,./ " I'":' I INSERTION LINE NYLON STRAPS .,•. •: . /r'"..:- w SELECT COMMON %'?%:;- /, ;! z �" � � � L DEPTH w ' • FINISHED SLOPE TO TERMINAL N ;, .., „r,:.rr.....:. w w 3PERJOINT '- BEDDING MATERIAL '::: r '•% <. :,,.. I- FILL /, '::?> A ° "...i�.,.,r..,..r:,.,":.,,:;.;...:.;,.:, � r".,,..... w A 1.0 °MIN TYP. � " //.,,:: FOOT#57STONE 2"MIN GRADE @ / (TYP.) BEDDING ..O .:,:.: . /..:. •.<-:; ., HAUNCHING v7 SEE NOTE 1 LOCATING WIRE Lw :•., .! .,/., +; / r, , !% SEE NOTES Y & 8 UNDISTURBED EARTH .`':% '"` /'`' .,f., '.": ' UNDISTURBED EA TH (SEE NOTE 3) j::..%<//.:; `'` / /.... _ / 1j, :%.:/::f..! :f...:/...a:.✓:",:: INSIDE WALL - OUTSIDE WALL PRE -PRIMED PLAN....:..::.:LU %/r' O JOINT SURFACES M w NOTES: - PRE PRIMED w 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF NOTES: JOINT SURFACES PRE -MOLDED PLASTIC JOINT RESTRAINED RESTRAINED ";";, /'�,....:•'.::i'....: '.,::..::`.F 1, !:: i /•...,:::•.... % , �i ,� r,;r.r,. •, �r r , , • co'r,."'•,r'i, THE MAXIMUM DENSITY AS PER AASHTO T-180. 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% SEALER, APPLIED TO BOTH MECHANICAL JOINT MECHANICAL JOINT !,.., ;...>„ ,. ! .:•,., f;, "`• `"•.(Y••.` i/. r,. <:. •✓,:i!j": FF+: • ROTATE SPRING LINE BUILDER'S 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. COMPLETED LIPS PLUG VALVE 30° (TYP') PLUM SEWER MAIN PLUMBER (SEE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF JOINT WITH RESILIENT SEAT TEMP PLUG NOTE 7) � 2 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO.57 AGGREGATE. THE MAXIMUM DENSITY AS PER AASHTO T-180. SQUEEZE -OUT TAPPING GATE VALVE (TYP.) (SEE O ti 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE SQUEEZE -OUT, MIN " NOTES 2 AND 7) SINGLE DOUBLE LOCATOR BALL DIAMETER 2" AND LARGER. WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY INTERIOR AND EXTERIOR LATERAL LATERAL 6" MAX BELOW PIPE cz E 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE UTILITIES. 4. 15" MAX. (12"MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX {12"MIN) FOR PIPE NOTES: WrIll, PROFILE (TYP) SEE NOTE E U 6. ALL PIPE OT V NITS Z FLOW. DIAMETER 24" AND LARGER. 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR p 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. Err :' NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. O FOR PIPE DIAMETER 16" AND LARGER. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU O /''' l 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. S U p 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING FLOW. APPROVAL. NOTES: 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. LV ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE O W OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION FLOW STREAM. NEW PIPE CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON t� 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. SECTION A - A STRAPS TO TOP CENTERLINE OF THE PIPE. 5. PER SERVICE. ALL FITTINGS SHOWN ARE TO BE INSTALLED. �i APPLICABLE REGULATIONS OF GOVERNING AGENCIES, SURFACE RESTORATION WITHIN RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" "S" a: ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RNV SPECIFICATIONS. TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. NOTES: PLUG VALVES GREATER THAN 4" SHALL BE GEAR ACTUATED. ABOVE TOP OF COLLAR. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN IN THE CURB DIRECTLY OVER THE LATERAL. UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 1. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED 2. PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BE 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT MANUFACTURERS LISTED IN APPENDIX D. INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 DATE: February 11, 2011 AIR OR COMBINATION AIR RELEASE FIGURE Al 15-3 .... ....... ... ... ... .....,.....-•-•---- DATE: February 11, 2011 TYPICAL VALVE BOX COVER FIGURE A110 DATE: February 11, 2011 PLUG VALVE AND BOX FIGURE A109 ......•.-.-u..•r�.. DATE: February 11, 2011 THRUST COLLAR (100 psi) FIGURE A105-2 WACTC\fl/AR'CD UnDCC MAIIUC TEE vn�.YGm YAVVI-YYf1VIGYYA1Gf� ..r..+..-..�.�••------------- --'-- .� PRECAST MANHOLE WALL 6' MIN INFLUENT SEWER W PVC PLUG WITH TOP HALF LOOP WIRE (SEE NOTE 4) TRENCH - f-(SEE NOTE 2) CAST IRON FRAME AND COVER ~ �p AREA OPEN WITH ACCESS LID D, 131 iD `..D iD 0­` €: I] €: C:: "//:{/://',:" LIMITS g , CONCRETE ENCASEMENT „ - _ :::: €: :'s i:i t € Es €:; O DRILL HOLE IN BOX GROUT SET TOP OF VALVE BOX 3"t FROM TOP MIN OF VERTICAL PIPE :': ..:.< ,., '< :-: _.: s, [...., '.. TO FINISHED GRADE INLET CONNECTION AT INVERT DROP PIPE (SEE NOTE 1) 2"x2 �6" ANGLE 316 S.S. WITH 4"X4" END '. ;-; RECLAIMED VALVE BOX PAD #4 BARS @ 6" O.0 ALL AROUND SEE FIGURE A 112 FLANGES WITH -" BOLT AND 4" ( ) MIN 2 CLEARANCE AROUND 2" 5'x5 PRECAST z r :,, :,.. FINISHED GRADE (MIN EMBEDDED ANCHOR . ROTATE TO ....:.. .. :.: :.::.: :..: s., :; is „ PIPE) 90° BEND CONCRETE VAULT TYPICAL LOCKING PROVIDE CLEAR ACCESS TO MANHOLE ;::;;; : s; :'t ss C:i's;: t:::: :; 36" SQiD BOLT , r. 9" MIN (TYP) r N r"s - ": :: s: :`::` ::. ADJUSTABLE SCREW A GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) ,, :..::..: €: :.. 4" MAX 1 -1/ " FINISHED GRADE EXISTING/ z TYPE DUCTILE IRON COMMON FILL SELECT � lot a co COMPACTED SE . PROPOSED - -- : "#': VALVE BOX TIE RODS (ASTM A307 B) PAVEMENT 'MIN HERS ... ' 6; ; :. o INCLUDING NUTS AND WAS h h O O ... � PLUG (SEE SCHEDULE BELOW) a d d PREMOLDED 5" WALL MIN CAST IRON VALVE :;;; 4" X 4" X 1/2" STEEL •� PLASTIC JOINT FILLER " ( ) ;_€ VALVE BEARING PLATE MECHANICAL LOCATING WIRE BOX TOP SECTION RECLAIMED WATER 6 PIPE PLUG (TYP) K] E-; ':" Ei i::; '::; €::' €::` `::; `:' €::` (TYP) C JOINTS MIN 2" VALVE (TYP) EXTENSION ROD, ::::€ ::::i !:. €::?:::::€ f:: ° ° ° ° Ri p YR. •min 2" PORT WITH AS REQUIRED Ei • 3 ° o 2" NIPPLE THREADED PLUG C; i,, +SEWER ": ; ; ° ° #4 BARS ,...:..: #4 90' HOOK AT 8" O.C.E.W. SEE NOTE 3 GROUT 2" 90° BEND ; :_:... "" ' ALIGNMENT RING i IA 0. MIN2° 2" CORP STOP 6" FDOT #57 i',.,✓ : , :.i�-., ,.r UNDISTURBED STONE .,r" op o e .v i ,.,/ : :, „ -,f EARTH t•ie... ,''"9:>:, . � ,.,, r. ,..:,,. ,,. ,/. ./.:r r,... , f u m, .... .. s :..: ns ...... :..::..: arq:�%:; ,l. ,,:; `: p,. r':,<.r%';.� ,.'%r:.%f., /.•f::%7 ' :f`' i • GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) 2 PIPE : , •' ! ,, r r r i r / i ✓ ♦ / r, r T D 9'_0"MIN E \ 2" GATE VALVE "' . ,--; :-: ;•-::-: ;•, .•-. ;•-; :-: � /�f//r � , f/ i/ir/ / � f ,, ENCASE TIE RODS IN ( ) SEE TRENCH DETAILS 2" PLUG VALVE : a..: ;..; ;... <... f fr f`, / //.:/ .,i „f r' : f/ // i. _ STAINLESS STEEL BAND 2" NIPPLE WITH SQUARE NUT 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING ; e PRECAST PRECAST /i,!/ /i Qi 8 i0 WASTE WATER REQUIREMENTS SERVICE SADDLE <- -i `s::i `- UNDISTURBED ® _ O WALLMANH STAINLESS STEEL PIPE CLAMP WAN OLE 2" 90° BEND 8" x 16" REINFORCED "' "" "' `' ` ` -` EARTH \ 3 CONCRETE FOOTER I-- '- - -- `` >"` €' a 'a NOTES: q _ PVC CAST IN -PLACE 6" FOOT #57 2" UNION SEAL PVC STONE �.. RES!!-TENT CONNECTOR C NEW AND EXISTING MANHOLES NEW MANHOLES ONLY NOTES: MAIN DIAMETER ARV 12" AND SMALLER 2" 16" 3" 20", 24" 4" 30", 36" 1 6" "- "' •"• •-•• ••1. ADDITIONAL REINFORCEMENTS SHALL NOTES: BE AS SPECIFIED BY THE ENGINEER. :€ :3, € 1 s 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX 2• MINIMUM COMPRESSIVE STRENGTH FOR 3:1:; CONCRETE SHALL BE 3000 PSI. ;." INSTALLATION. 3. BEDDING, BACKFILL, AND COMPACTION "'• 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE, 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE SHALL BE AS SPECIFIED ELSEWHERE IN POTABLE WATER VALVE ACTUATING NUT THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE THE STANDARD DRAWINGS. STANDARD CONNECTION 1. ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER SHALL BE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. ALL FORM BOARDS SHALL BE REMOVED NOTES: EQUAL TO THE SIZE OF THE ARV. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIALAS THE INFLUENT 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY FRICTION BETWEEN THE PIPE WALL AND SEWER, 3. ALL PIPING, VALVES, AND APPURTENANCES TO BE BRASS OR 316 S.S EXCEPT WHERE INSTALLED. THE THRUST COLLAR. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES SPECIFIED OTHERWISE, NOTE: 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO 6. DESIGN PRESSURE: 100 PSI. WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 4, OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. ALLOW FOR FUTURE BOX ADJUSTMENTS. 7. REQUIRED FOR LINE STOPS. POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS IF PIPE AT RIGHT OF WAY LINE NO 6 REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF & OR GREATER SCHEDULE OF DIMENSIONS AND MATERIALS PIPE SIZE (INCHES) DIMENSIONS (FT.) TIE RODS REQ'D A B C D DIA. NO, 6 2.0 2.0 1.0 3/4 2 8 2.5 2.5 1.0 3/4 2 10 3.0 2.5 1.0 3/4 4 12 4.0 3.0 1.0 3/4 4 16 5.5 1 3.5 1.5 314 4 20 7.5 1 4.0 1.5 3/4 4 24 8.5 1 5.0 1.5 3/4 6 NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000 LBS/SF SOIL RESTRAINT BEARING. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. OFFSET REQUIRED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-2 WASTEWATER FORCE MAINS DATE: February 11, 2011 SINGLE FAMILY RESIDENTIAL FIGURE A119 CUL-DE-SAC UTILITY PLAN DATE: February 11, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE A118 DATE: February 11, 2011 VALVE BOX PAD FIGURE A112 DATE: February 11, 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 PROPERTY LINE PROPERTY LINE 24" X 24" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX WITH FINISHED LOTS (TYP) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PVC PIPE SIZE 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND 18 24 31 38 43 55 65 75 88 100 45° BEND 8 10 13 15 18 23 26 31 38 43 22-1/2° BEND 4 5 6 8 1 9 1 11 13 1 15 1 18 20 11-1/4° BEND 2 3 4 5 6 8 9 10 11 13 PLUG OR BRANCH OF TEE 38 50 65 79 90 147 139 163 194 223 VALVE 19 25 32 40 45 59 70 82 98 112 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. VALVE BOX AND GRADE ASPHALT 2" BLOWOFF LOCKING COVER ! " SURFACE f rr/ RAISED 1-1/2" LETTERS VALVE �, BASE FLUSH WITH TOP OF COVER HOME 2" BLOWOFF VALVE BOX AND wax „ `� LOCATING Y CO/lyy� VALVE COVER (SQUARE Olu, CLEAN -OUT BOX FOR RECLAIMED WATER) ,.: VALVE BOX ;; WIRE SANITARY O� I Yp) ANDGOVER �p PROPERTY METER BOX DOUBLE CHECK VALVE (SEE NOTE 1) 6" THICK 2500 PSI m� LINE (TYP) M M " POTABLE WATER M M METER (MIN) CONCRETE WITH 24" RIGHT-OF-WAY NE ''• -<" METERS TYP OEX #4 REBAR CONTINUOUS SEE NOTE 2 OR THICK ( ) IDENTIFICATION NOTE DISC''. 1 AND ,. DOUBLE SIDEWALK :•: a ,.; SIDEWALK ' . `' _ POLYMER MIX MATERIAL (SEE DETAILS BELOW) INSIDE PAVEMENT SERVICE TYP R (TYP' WASTEWATER RECLAIMED w.< W TER SERVICE DOUBLE A OUTSIDE PAVEMENT O� SEWER MANHOLE (TYP) WATER METERS (TYP) CURB STOP (TYP) > . (SEE NOTE 2) STOP APPROX.3" \QP NcF ro TJ o CORPORATION STOP (TYP) COUNTY F�O� PICK HOLESETRATING WATER MAIN GRAVITY WASTE ATER , POTABLE WATER MAIN LETTERING TO BE MACHINE C.0 NOTES: MAIN -^LU v ENGRAVED WITH a' TOg' AFC 6" MANUFACTURER AND SIZE PLAN DOUBLE SERVICE > r OF ' RWGV TYPE OF VALVE 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 4 , CAP. LETTERS LATERAL (TYP) w WATER UTILITY 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN yr ; STREET ' L-20 DIRECTION AND NUMBER OF TURNS LENGTH SHOWN IN THE TABLE. SINGLE SERVICEEli m "w-, 2009 YEAR 25 3/4 MACHINED 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH (1 Yp) RECLAIMED WATER �, f WA S,TEINATER•GRAVITY MAIN MATING THAT YIELDS THE LONGEST RESTRAINT DISTANCE. MAIN ,` SURFACES 4. ALL INLINE VALVES SHALL BE RESTRAINED. FIRE HYDRANT MANHOLE RIGHT OF WAY LINE C ROAD 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE ASSEMBLY IDENTIFICATION DISC 3" MIN _ 1 1/2" MIN PAINTED RED. :, : CORPO:RATIOP} ,,. z EXAMPLE - r, 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH WATER MAIN SINGLE SERVICE LATERAL (TYP) gTpp . F. EDGE OF P.AyEMENT...-_ 0 p 24" t 3/8" 3" MIN � ` PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' o.C.0 AFC 6" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: } A. RWGV RWGV z WATER 4-3/4" MIN WORKING PRESSURE: 100 PSI RECLAIMED WATER MAIN 2 L-20 39" SOIL DESIGNATION: SM (SAND SILT) NOTE: - THEFT PROOF zoos A LAYING CONDITIONS: 3 1. EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS ANCHOR PIN DEPTH OF COVE: 3 FT AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW DISC TO BE HANGING IN THE BOX ELEVATION . DISC TO BE EMBEDDED IN PAD SAFETY FACTO : 1.5 PREVENTERANCHORED TO THE LOCATING WIRE. CONVERSION FACTOR FOR PVC PIPE: 1.25 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS RECLAIMED WATER MAIN UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" BY SITE -SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305. NOTES: SHALL NOT APPEAR ON PRIVATE MANHOLES. CONDITIONS. NOTE: 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TO A PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR, VALVES, EXCEPT HYDRANT VALVES. TERMINAL MANHOLE. 5. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONTRACTOR. CONCRETE PAD WITH TWO 44 REBAR AROUND PERIMETER MAY BE USED. 6 5 4 199116, 3 2 1 DOUGLAS E. HETTRICH, C J d :c ,\ = ®W d' d'co N cl T L16 O O m 'c ® i4 d O cz cc LL. / �•/ J Ld v, Q LIJ Q W Z � v O _ • 0 A � V � O Q VLU Q 0 N y F G 3' MIN 8(TYP) H Z N L� OUTLINE OF ACCESS OPENING--/ CABLE HOLDER TO THE FUTURE SCADA PANEL 0 (N -4m-ffl� -,�l D 12" MIN 12" MIN WALL SLEEVE AND COMPRESSION SEAL 1C" ?(,w0 PVC CONDUIT NOTES: 1. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. 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 B POWER CABLE PROTECTIVE LINER 2" MIN DIA SCH 40 TYPE 316 SS DUAL SLIDE RAIL (PER MANUFACTURER) A HEAVY DUTY TYPE 316 SS LIFTING CHAIN (SEE NOTE 1) SECOND HIGH LEVEL ALARM (SEE NOTE 7) HEAT SHRINK SEAL (TYP) LIQUID LEVEL CONTROLS PVC INFLUENT ELEV X PIPE RESILIENT C CONNECTOR R FLANGED COUPLING ADAPTER CHECK VALVE W/ LEVER & WEIGHT PRESSURE GAUGE 6 SS DI PIPE YP) PET COCK VALVE J PLUG VALVE (SEE NOTE 3) ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE VALVE BOX &COVER i0 _ ELE/V. T� o i PROTECTIVE LINER 5 4 o D cn0 ORANGE COUNTY UTILITIES m rn z STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL Z v D m APPENDIX A STANDARD DRAWINGS E D conCD A 0 DATE: February 11, 2011 PUMP EASE PLATE c o 'LENGTH _z 0 0 c{ 3 Z r -co-1 ­­1 a- c c h z ° ° o -ni _z " ° ° ° ° 6" MIN z0 (o O ° N ° PLATE ANCHORS G _0 ° ° c +n o 0 r cn -n n \- v O 1"THICK STEEL y 2" MIN (TYP) BASE PLATE cn � o zPLAN VIEW D y 3 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS FIGURE A402-4 DATE: February 11, 2011 DUPLEX PUMP STATION SITE PLAN 6" THICK 3000 PSI CONCRETE WITH 6"X6"XW2.9XW2.9 WELDED WIRE FABRIC CHAIN LINK FENCE INSIDE SEE NOTE 4 6"X18" CONCRETE CURB 35' MIN TRACT 0 oZ BASE ELBOW Z 0 CA PLATE ANCHORS (6" MIN) z 1" MINIMUM LEVELING COURSE PUMP BOLTS TO BE WELDED -J TO BOTTOM SIDE OF PLATE WET -WELL BOTTOM SLAB 6 $" MIN. PENETRATION (SEE NOTE 1) M SECTION VIEW IF NO STEP REQUIRED z M o tV 6 r STEP TO BE STEEL, WELDED TO BASE PLATE AND SUPPLIED BY PUMP MANUFACTURER o D cn O EMERGENCY PUMP OUT CONNECTION FEMALE QUICK CONNECT AND IMTI li 11 Z Z CHAIN -LOCK CAP (MIN. 6"). POSITION/ROTATION Z o {7 PER COUNTY REPRESENTATIVE Cep %� > rn a � D coin O Z Z PUMP BOLTS TO BE WELDED o TO BOTTOM SIDE OF STEP N 0c: SECTION VIEW WITH STEP FLANGED RISER co O � 0-1 z r- NOTES: 30" X 30" CONCRETE U) - COLLAR 6" THICK C N 1. PLATE ANCHORS TO BE 6" MIN, 3/4" DIAMETER, WITH EPDXY ADHESIVE CAPSULE PROVIDING A MINIMUM FINISHED GRADE ELEV. U n EMBEDMENT DEPTH OF 6 5/8". O 2. NO EXPANSION ANCHORS ALLOWED ? Z 3. PLATE SIZE: 6" LARGER THAN BASE ELBOW & PUMP VOLUTE TYP. ALL AROUND. BASE PLATE SHALL BE C TRIMMED TO FIT, IF REQUIRED. M rn 4. BASE ELBOW BOLTS, PLATE ANCHORS, AND STUDS TO BE STEEL (MIN ASTM A307 GRADE B AND A563). ILI,zN 44-uu � isuu cn PLUG VALVE MJ TEE c z -i 3" SCH 80 PVC VALVE 3, p O cn VAULT DRAIN (SLOPE CONCRETE BASE TO SLOPE �' PER FOOT MDRAIN PIPE 1/2 " PER FOOT) TEE WITH BLIND FLANGE v � )HIGH LEVEL ALARMS ELEV V 316 SS PIPE SUPPORT (SEE DETAIL) DIP PVC D p z U LAG PUMP ON ELEV W RESTRAINED c JOINT (TYP) Q rD-- Z z N CI) m 0 • . BASE ELBOW ...I a ELEV Z O Z #16 -12 OC EW ` C FDOTd$57 `ffi t %!ti r f!f/ f ji/fi tt if /i t ,. ;t .ftttf t,Z /r! t , tf,! STONEt. �� . ,•.. - MI GROUT i . PUMP BASE PLATE UNDISTURBED SOIL OR SELECTED COMMON FILL NOTES: (SEE DETAIL) COMPACTED TO 98% MAX DENSITY PER AASHO T-180 -n 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, C 2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER. m 3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED. ZD 4. ELEVATION X - ELEVATION Z >_ 5 FEET. M 5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE. 45 6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. 7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. N r 8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE, ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STAND ARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PUMP STATION GENERAL NOTES FIGURE A401 DATE: February 11, 2011 DUPLEX PUMP STATION FIGURE A402-1 GENERAL NOTES: DESIGN SPECIFICATIONS MANUFACTURER: FLYGT VOLTAGE: 60 HZ 1. GRAVITY PIPES ENTERING WET WELL SHALL BE MADE WATERTIGHT WITH AN MODEL: CP3170 PHASE: 3 APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX D. IMP: 464HT H.P.: 30 DIA: M MM. (IMPELLER) MAX. SOLID SIZE (3 IN MIN): 3 IN 2. ALL LOCATIONS WHERE PRESSURE PIPES PENETRATE THE WET WELL SHALL BE MADE SPEED: 1750 RPM CURVE NUMBER: 63-464-00-2350 B WATERTIGHT WITH A WALL SLEEVE AND COMPRESSION SEAL. DISCHARGE SIZE: 6 IN 3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. SHUT OFF HEAD: FEET TDH 4. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH HIGH HEAD CONDITION: 210 GPM AT 119.1 FEET TDH RECESSED LOCK BRACKET. WET WELL COVER SHALL HAVE "CONFINED SPACE" ETCHED MINIMUM HEAD CONDITION: 47rj GPM AT( FEET TDH 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. 0 DESCRIPTION SYMBOL DIMENSION ELEVATION THICKNESS OF WALL A 8" (MIN) - DIAMETER OF WET WELL B 8' (MIN) - WIDTH OF BOTTOM FILLET C SEE NOTE 1 - C/L OF WET WELL TO C/L OF PIPES D SEE NOTE 1 - LENGTH OF PUMP ACCESS OPENING E SEE NOTE 1 _ WIDTH OF PUMP ACCESS OPENING F SEE NOTE 1 - CENTER OF WET WELL TO EDGE OF HATCH G SEE NOTE 1 - VALVE BOX HATCH OPENING H _ VALVE BOX HATCH OPENING I - LIP WIDTH OF WETWELL BASE R 18" (MIN) - THICKNESS OF WETWELL BASE S 12" (MIN) - TOP OF WET WELL T - 81.00 FINISHED GRADE U - 80.25 HIGH LEVELALARMS V - 69.69 LAG PUMP ON W _ 69.19 LEAD PUMP ON / INFLUENT PIPE INVERT X - 68.69 PUMPS OFF (TOP OF PUMP VOLUTE) Y - 67.19 BOTTOM OF PUMP TO FLOOR OF WET WELL P 4.5" - STEP HEIGHT (IF REQUIRED) Q 2" - FLOOR OF WET WELL Z - 63.69 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 z 5 FEET 4. TOP ELEVATION OF WET WELL SHALL BE A MINIMUM OF T 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. 5 GENERAL FIGURE A402-5 PUMP WEED CONTROL LINER OUT m UNDER STONE w 1' (TYP) O IN z VALVE VAULT w HOSE BIBB 45' MIN TR CT 18' 4' MIN EXPANSION JOINTS (TYP) 3' WET WELL MIN - LIMITS OF UTILITY SEE NOTE 4 ° EASEMENT 6" (TYP 1). 6' MIN • CONTROL PANEL 16' WIDE 8'-0" PANELS (MIN 4 FT CLEARANCE SWING GATE FROM FENCE) 1' (TYP)T � z � RPZ R/W 1' MIN R/W 5' FM MIN s" WATER METER FORCE MAIN-7 1" WATER SERVICE (SEE NOTE 5) 1 14' DRI EWAY WM--s MANHOLE, LINED (TYP) E.O.P. OGRAVITY SEWER 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., 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 DENSITY AS DETERMINED BY ASTM DI557. 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. NOTE: SEE DUPLEX PUMP STATION SITE PLAN" OCU STANDARD DETAIL FIGURE A402-5 FOR ADDITIONAL DETAILS AND SPECIFICATIONS. DRIVEWAY APRON SS- 03 SANITARY MANHOLE SS-02 SANITARY MANHOLE TWO 8' SWING GATES (LIFT STATION ACCESS) z a N d R 00 c 1" WATER U z Q V) A 00 RETAINING WALL 6" FORCEMAIN TRAC IK r! ftt CONTROL PANEL /� /OCU EASEMENT ! NOTE: 100 YR FLOOD ELEVATION OF POND 1 IS 76.71 FEET F6" WIDE HEADER CURB W/ MIN 4" REVEAL �IJ TRACT C2 T LENG7N`' w } 0: - z c 3 lz 00 R c v) V VE VAULT W 2(0I j I x �95 5/8" WATER METER REDUCED PRESSURE ZONE SS-01 8' DIA WETWELL BACKFLOW PREVENTER RETAINING WALL LIFT STATION SITE PLAN 1'=10' 2 TRACT S LIFT STATION TRACT TO BE OWNED AND MAINTAINED BY OCU BLACK METAL DECORATIVE FENCE Y ENCLOSURE U Q �- 4" OF FDOT #57 STONE, 60 MIL GEOFABRIC WEED CONTROL LINER UNDER STONE NOTE: 100 YR FLOOD ELEVATION OF WETLAND IS 70.81 FEET 100 YR FLOOD ELEVATION OF TROUT LAKE IS 76 FEET f_ 0 3 � 0 z 0 a Q � Z J i M F '- cn >- Uj cc D LU Q W 0- Q 0 � co W in Uj Milt _ W W °' _ oW W y h d c e E v aCf -c f v ;d a 1� d A CD C ® W a d as N r LL C O mC G ® Ind'. 0 B W V.l Z Ot Q _ v J � Q W Ljj J UO O A � U O ui � O � O tip Vx1 E. HETTRICH, P.E. #69040 N C a d c 0 U c 0 C) r 0 I 0 rn 3 0 r 0 1 0 0 0 N 6 O 0 0 a a ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTILITIES STANDARDS ORANGE COUNTY UTILITIES AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL DATE: February 11, 2011 CHAIN LINK FENCE FIGURE A406 DATE: February 11, 2011 ELECTRICAL LEGEND FIGURE A412 DATE: February 11, 2011 PUMP STATION CONTROL PANEL (240V) FIGURE A4134 DATE: February 11, 2011 DUPLEX PUMP CONTROL SCHEMATIC (240V) FIGURE A414 DATE: February 11, 2011 DUPLEX PIPE SUPPORT AND GAUGE FIGURE A402-6 49 GALV CLIPS 2' MAX SPACING 2" MESH FABRIC FRONT & PLAN VIEW MCB T8 M61 MS1 OL DIAPHRAGM ASSEMBLY 10'-0" TO CENTER (MAX) BLACK VINYL SCADA PANEL 1 g' TOP RAIL COATED LEGEND CONTROL PANEL D (FUTURE) SCH. 20 (TYP) S.S. PIPE CAP o O POST CAP I STRETCHER BARS (TYP) METE O SPD CONTROL PANEL GENER RECEP 49 TIE WIRES AH _ ALARM HORN SS BOLTS D MAIN SCADA PANEL BREAKER F 318" ROUND 12 OC AL _ ALARM LIGHT (TYP) (FUTURE) VIEW A -A 316 S.S. METER BASE SpROTECT TRUSS BARS 2 3' LINE POST ASB _ ALARM SILENCE BUTTON WITH BY-PASS SPD O BREAKER SCH. 40 ATS _ ALTERNATOR TEST SWITCH 2" SCH 80 PVC — _ 1-1/2" MIN MOUNTING BRACKET 3" POST CORNER 2 TURNBUCKLE TENSION WIRE CCB _ CONTROL CIRCUIT BREAKER SEAL OFF -TYPE ESYR WITH PROTECTIVE CAP SCH. 40 DPDT _ DOUBLE POLE DOUBLE THROW MOTOR CONDUCTOR SEE NOTE #t4 FROM ✓i r ♦ r!'< :..; :.`.`::.`�%::, `:''f`' f/ r ♦ !: %`': ` ,�/♦"I/ ,f,�j/f „ r/jl,�/,r ,/,/ l♦,`�,I DRB _ DUPLEX RECEPTACLE BREAKER CONDUIT 2" SCH 80 RIGID ALUMINUM CONTROL PVC (SEE NOTE #1) ' ° ECB _ EMERGENCY CIRCUIT BREAKER PANEL 3" 316 S.S. PIPE (SCH 40) FINISHED GRADE 1 2500 PSI ETM _ ELAPSED TIME METER CONTROL CONDUIT ! r :t" . z ! CONCRETE F FUSE 2" SCH 80 PVC ; ,ev _ FINISHED �� 6 6'�� _ , ii GRADE r . N co 12 12 FIB _ FUSE BLOCK r r FENCE DETAIL FL _ FLASHER 2" SCH 80 PVC 8'0" 8'0" FR _ FLOAT REGULATOR � SWEEP ELBOWS MINIMUM 2" ENCASED IN CONCRETE SCH 80PVC GFDR _ GROUND FAULT DUPLEX RECEPTACLE (12 0 TYP) 3/8" ADJ BOX OUT (TYP) GR _ GENERATOR RECEPTACLE INCOMING POWER FROM UTILITY POINT OF SERVICE (MINIMUM 2" SCH 80 PVC) 1" SCH 80 PVC TO ANTENNA POLE TRUSS RODS 3" GATE POST GATE 1 C" GATE FRAME HOA _ HAND -OFF -AUTO SELECTOR SWITCH 5 OHM MAX. GROUND RODS SCH. 40 (TYP) CORNER SCH. 40 MB _ MOTOR BREAKER (10' LONG MINIMUM, 2 EACH, 10' APART MCB _ MAIN CIRCUIT BREAKER FRONT VIEW MS _ MOTOR STARTER OL _ OVERLOAD PANEL INSTALLATION NOTES: PL _ PILOT LIGHT 1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% CONDUIT FILL. MINIMUM CONDUIT SIZE PM _ PHASE MONITOR TO BE 2" SCH 80 PVC. 2. POWER ♦i ♦`r `'r '` "` '"" ' r'' r / % �// ; z R _ RELAY SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3-PHASE, FROM A 3-PHASE SOURCE ONLY. 100 AMP SERVICE MINIMUM. 2500 PSI PAVEMENT ro 3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL E CONCRETE RL _ RUNNING LIGHT ELECTRICAL CODE, LOCAL CODES AND ORDINANCES. AN UNDERGROUND FINISHED GRADE CENTER STOP g" SCB SCADA CIRCUIT BREAKER PERIMETER CABLE GROUNDING SYSTEM SHALL 12" X 12" X 12" 12 _ BE INSTALLED WITH CONNECTIONS TO AT LEAST WET WELL COVER, VALVE VAULT COVER, CONTROL (SEE NOTE 2) TB _ TERMINAL BLOCK PANELS, GENERATOR, UTILITY COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH AND METAL TTS _ THERMAL TERMINAL STRIP FENCE. REFER TO GROUNDING DETAILS. 4. THE STATION NAME, UTILITIES I.D. NUMBER AND ADDRESS SHALL BE AFFIXED TO THE FRONT OF THE DOUBLE SWING GATE DETAIL XFMR _ TRANSFORMER METER CABINET. SPD _ SURGE PROTECTION DEVICE 5. ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316 STAINLESS NOTES: STEEL. 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH 6. ON A 4-WIRE, DELTA SYSTEM, THE HIGH -LEG SHALL BE IDENTIFIED WITH ORANGE COLOR TAPE AT ALL SIDE OF A CORNER POST ONLY. CONNECTION POINTS AND SHALL BE LOCATED ON THE "B" PHASE AT THE LINE SIDE OF THE MAIN DISCONNECT. 2. PROVIDE CHAIN AND LOCK FOR SECURING GATE. 7. THE SCADA PANEL IS TO SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE FUTURE (BY 3. FENCING AND POSTS SHALL BE BLACK, VINYL CLAD. OTHERS). 3XJV N _ UM 60Hz 1 ����� EC MS2 OL ATOR R UM TACLE 2 PM CB = AL PM 1.6.2AA SUb 120V m SCADA D B GFDR 120V NEUTRAL TB3-1 POWERr83-2 CCB _ RL1 #1 H-O A MS1A 8 1 T �00 MS1 OL 2)TTS 1) 6 R28 1 6 R3 AL 6 6 RL2 -64 2 TES ALIT H-O A M82A _X00 OOX M52 OL 4)TTS 3) 5 OFF-0 AH 6 R5 5 A2 At 63 FL A4 AL 1 PM2 ASB� R6 DPDT FB2 L 3 RS 1 3 AMP 120V 75VA 5 AMP 24V XFMR HIGH LEVEL ALARM (9) IF IGH00) INPUT TO SCADA �o- PL4 (7) H GH(6 R4DPDT o- 3 R31 PL3 FR3 (5) LAG (6) R3PPDT �o- _ 4 1 3 R21 PL2 (3) D(4) 1 R1 a R2 DPDT o- 6R16 PL1 FR1 (1) OFF (2) R1 DPDT �o- PRESSURE SEAL WITH 1/4" NPT PRESSURE GAUGE — CONNECTIONS (SEE SPECIFICATIONS) SS TEST TAP (1/4" PIPE). LOCATE ON LOWER DIAPHRAGM FLUSHING c CONNECTION WITH TEE, 1/4" TO MATCH SEAL MATERIAL 1/4" BV MATERIAL TO MATCH PIPE N MATERIAL PIPE CONNECTION AS PER PIPE MFG RECOMMENDATION TEE GAUGE / DIAPHRAGM ASSEMBLY NTS 4" NEOPRENE LINER rl E LOCKNUT 316 SS PIPE SUPPORT NTS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL Tel ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL BACKFLOW PREVENTER IN ACCORDANCE WITH STATE AND COUNTY M=^[ IIMCRA=K[Tt I a � cr 2 Z i n m z X rnpm z o oG) °o D z 0� �c DATE: February 11, 2011 HOSE BIBB FIGURE A408 DATE: February 11, 2011 DUPLEX CONTROL PANEL ENCLOSURE FIGURE A417 DEAD FRONT LAYOUT DATE: February 11, 2011 PUMP STATION CONTROL PANEL (240V) FIGURE A413-2 REAR VIEW DATE: February 11, 2011 SPD INSTALLATION FIGURE A418 MAIN SERVICE DISCONNECT/ e=o%nrnc conne /-.-.,., , n MOUNTING BRACKET rn �\ AL PANEL& SEAL -OFF CONTROL MOUNTING HEIGHTS 0 0 3/4" BRASS HOSE BIB I 3/4" 90° ELBOW /— o a O MECHANICALLY PL1 PL2 PL3 PL4 , �� , , PANEL HEIGHT DIST "X" DIST "Y" SCADA PANEL (NOTE? r nlv�� i_I�vIVL 111-1 METER BOX CONNECT TO FEEDER Z C7 WIRES WITH SPLIT BOLT CONNECTORS. MAKE I Gnnc nc cuno r Ae nL�.(uIf�LIVluviv GATE VALVE TEST COCK TYP GATE VALVE THREADED f2 IOEOUIRED) NIPPLE (TYP) —�cn ( ->• m 0 C rn r �m � O z �l 42" 30" 5" 48" 24" 12" 60" 24" 12" .,,., , FOR PANELS NOT LISTED ADJUST ALUMINUM OR 316 ., "l 1 ENERATOR MOUNTING HEIGHTS ACCORDINGLY } POSSIBLE -o 0 RECEPTACLE X 90° BEND w m y ANTI -SIPHON DEVICE 24" MIN. SS HOSE HANGER RL1 RL2 c� MCB ECB STUB UP NEMA4X (2 REQUIRED} Z U� D D SPD UNIT MIN MIN n � z z X cn SEAL OFF 9 — ¢ 91I = C ETM1 ETM2 TYPE ESYR W / INTERNAL FINAL GRADE N fO t'- z m o �' SECURE TO POST WITH ® ® ® •, ♦ % ..:/ / .''•.' OVERLOAD p o0 c FINISHED a z ..... / : ,/......:..♦ PROTECTION j _� tl! D 316 SS 1" LOCKABLE CURB GRADE _ ,,,', . /.,/:,::..../...,•, f..a /. / /.../ / t� HOA HOA j' f ,. f... /., ! ..,.. .....:,. •/ ,.,; ff /,,. /f:%;..,•;:/./.:: STRAPS STOP18" WIDE BY 6" THICK / ' / 'f""' r r z r FROM AROUND (2 REQUIRED), 04 N POCKE ATS AS8 ® WITH #4 BAR ALL BRASS OR GALVANIZED `v 4"X4" PRECAST AH `r '` ` ` ' rn N CONCRETE POST Q- Qp p MB1 MB2 - TO -o V SCH 80 PVC PIPE 1 ' BRASS OR FIBERMESH PIPE 1 #4 REBAR PAD LOCK TO PUMP MAIN SERVICE ♦ f / r / D BRACKET MINIMUM 2 SCH 80 PVC CONTROL PANEL GF R ° SWEEP ELBOWS INCOMING POWER FROM m .7777 z f if .mow /r / r / /♦ / ; / / % LI UTILITY POINT OF SERVICE NTS rn f > r f ♦ f fj � / f, j� Q (MINIMUM 2' SCH 80 PVC) 1" SCH. 80 PVC CONDUIT FOR FUTURE m DOOR PRESSURE TRANSDUCER LATCH REAR VIEW '♦/.i//ff//:i/f� �l...'ir` rff ., iff ♦ �' NTS oo 0000000000 -n ... ,r..;;.. •., WP ♦ f// j O PANEL INSTALLATION NOTES: MAIN MYERS rn MOUNTING 1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% CONDUIT FILL. MINIMUM NOTES: m z PVC TO BRASS 90° ELBOW DOOR STOP BRACKETS CONDUIT SIZE TO BE 2" SCH 80 PVC. BREAKER HUB 1. ALL PIPE FITTINGS SHALL BE BRASS. ADAPTER AWITH LOCK 2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 2. PAINTING IN ACCORDANCE WITH THIS MANUAL. to FOR DEAD 3-PHASE, FROM A 3-PHASE SOURCE ONLY. 100 AMP SERVICE MINIMUM. SPD FRONT. 3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL C NOTES: ELECTRICAL CODE, LOCAL CODES AND ORDINANCES. AN UNDERGROUND PERIMETER CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST ° ° ° 0 C 1. DEADFRONT LAYOUT NEMA TYPE 3R SS ENCLOSURE W/CONTINUOUS HINGE. ALL WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY HARDWARE TYPE 316 SS TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. REFER 2. THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE TO GROUNDING DETAILS. STANDARD LIST OF COMPONENTS REQUIRED BY UTILITIES. 3. ALL CONTROL WIRE TO BE #14 AWG MINIMUM. 4. THE STATION NAME, UTILITIES ID NUMBER, AND ADDRESS SHALL BE AFFIXED TO THE ELEVATION 4. CONTROL PANEL SHALL BE UL LISTED AND LABELED. FRONT OF THE METER CABINET. NTS 5. 30 SPARE TERMINALS (TB2). 5. ALL MOUNTING HARDWARE AND BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 6. PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS P/N: MSP10G, OR SQ-D P/N: MG24532. 316 STAINLESS STEEL. 6. ON A 4-WIRE, DELTA SYSTEM, THE HIGH -LEG SHALL BE IDENTIFIED WITH ORANGE COLOR TAPE AT ALL CONNECTION POINTS AND SHALL BE LOCATED ON THE "B" PHASE AT THE LINE SIDE OF THE MAIN DISCONNECT. 7. THE SCADA PANEL IS TO SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE FUTURE (BY OTHERS). ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL APPENDIX STANDARD DRAWINGS GENERAL DATE: February 11, 2011 FENCE POST GROUNDING FIGURE A419.4 DATE: February 11, 2011 PUMP STATION GROUNDING FIGURE A419-1 DATE: February 11, 2011 COVER AND DOOR GROUNDING FIGURE A419-2 DATE: February 11, 2011 GROUND TEST WELL FIGURE A419-3 (TYPICAL) (TYPICAL) GROUND TEST ENCLOSURE ONE TYPICAL PER STATION —C-S BROOKS PRODUCTS GATE POST 10" X 17" SERIES 36 METAL ACCESS PRE -CAST PULL BOX, OR EQUAL GATE PIPE PUMP 1 � PUMP 2 COVER CONCRETE B ABLE HOLDER GROUND SS CLAMP, ELEC PANEL BOLT TO COVER BRAID CLAMP 1/8" THICK X 1" WIDE RACK AND 3" HIGH LETTERS (TYP) CONTROL PANEL MULTI -STRAND TINNED CAST IN COVER GROUND TO GROUND COPPER BRAID GRID/COUNTERPOISE (LENGTH AS REQUIRED) TEST WELL LIFTING HOLE 0 0 o RECESSED 0 HOLD DOWN 1/8" THICK X V WIDE X 12" LONG Cs (TYP) MULTISTRAND TINNED ri ��/ f /' COPPER BRAID //: `'"`' "AST IRON COVER GROUND CLAMP, BOLT TO FRAME BOND #4 STRANDE 3/4" PVC CONDUIT TINNED COPPER TO #4 AWG TINNED V-0" LONG ACCESS COVER AND 2/0 STRANDED COPPER GROUNDING (SEE NOTE 2) DRILL & TAP FINISHED FRAME TINNED COPPER TO CONDUCTOR GRADE FENCE (NOTE #2) FENCE RAIL POST TO FENCE VALVE VAULT /f%%Iri/�":. GROUNDING CLAMP #4 AWG TINNED FINISHED o o COPPER GROUNDING CONDUCTOR, GRADE BOND #4 STRANDED TINNED COPPER TO PROVIDE 36"SLACK ACCESS COVER AND .f,... s./../. FRAME NOTES: 2" A 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT GRAVEL NO. 2/0 TINNED PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF MECHANICAL CONNECTION COPPER TO PUMP STATION VAPORS FROM WETWELL GROUNDING COUNTERPOISE COUNTERPOISE 2/0 2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS, CONDUCTOR- PERIMETER STRANDED TINNED GROUND LOOP COPPER MIN 30" NO. 2/0 AWG TINNED COPPER GROUNDING BELOW GRADE NOTES: CONDUCTORTO 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY. COUNTERPOISE GROUND ROD 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. 6 5 4 3 2 DOUGLAS E. HETTRICH, P.E. #69040 fW. 0 O 1 z LI F Q I Q z N M 0 Z z W > Z 3 Y O Q O W cic J Q 0 a cz Q % 01 s LiD OD c co W CL C R n IL J a M ;d a J�N c = d ® WCIA r L16 ® ® o0 m c ® Q � 0. O I MR IN v, w OIL- �► t W `Lw to 0 W J _O Q v , 'i'�► Lai LLJ = O 0 J Uv V � O ^ h � O Vj I� o 4 O ti LA '~¢ T tl c 0 U) c 0 O O a a It I 0 x POND 1 VAISS 0woulffing Englnmm In i.tih"ya FArlh fogy 5 C*-WRAL NOMSt L PRIOR TO STARTING CONSTRUCTION, &W&r CONTROL. TO PROPERLY DELMME THE HORIZONTAL EXTENT OF THE POND BOTTOM AND 1200 MR AREAS SMALL BE 2. DEFE?,IPNrs WON THE TIM OF YEAR THAT THE WOW 15 ftlq-ORMEP, pEWATERING :1447CNED AREA DEPICTS PRELIMINARY MAY REQUIRED. THE DOU47MM OPERATION, IF REQUIRED, SMALL MAINTAIN M GROUNDWATER A MINIMUM OF 2 MET BELOW THE EXCAVATION C%TAM. ALL ESTIMATED HORIZONTAL LIMITS OF POND EXCAVATION TO ELEV. 461 FEET OVER DS14TERM E9FLU11M SHALL ME RETAINED ON SITE. 3- THE LIMITS OF THE POND I (PEPICTEP BY THE SHADED AREAS) SMALL BE STOPPED To REMOVE THE EXISTING VEGETATION AND TOPSOIL. THE UNSUITABLE MATERIAL &1" 00 STOCKPILED FOR DISPOSAL OFF -SITE OR AS DIRECTED BY 11-M OANER 4. THE PRELIMINAW ESTIMATED HORIZONTAL LIMITS OF THE REQUIRED POND OVER -EXCAVATION LIMITS ARE DEPICTED BY THE MATCHED AREAS ON THE PLAN VIEW OF POND L T14E LIMITS OF OVER -EXCAVATION SMALL BE FURTHER EXPLORED AT THE OWNr TIME OF CCNSTIRUCITON AND BY FEW TEST PITS. A REPRESENTATIVE OF YOVAIeW ENGINEERING SCIENCE8, M SMALL BE PRESENT TO OBSERVE THE TEST PIT OPERATIONS. S. UPON APPROVAL BY THE GEOTECHNICAL ENGINEER THE EXCAVATION WITCH (ELEVATION 461 FEET) 614AU M SCAWEP AND pAcKFILLEP. THE pAcW" AND FILL REWIRED ABOVE EXISTING GRAPE! WITHIN SHAPED LIMITS 6MAU COMPRISE a CLEAN ME SANDS URT14 A REMOLDED PERMIEARILITY OF 20 FEET PER PAY OR 06ATIIER WHEN COMPACTED TO A DENSITY OF 93 FWZEW OF THE SOVS MAXIMUM MODIFIED PROCTOR DENSITY VALUE (AGIM P-WI) AND MAXIMUM FISTS CONTENT LESS INAN 4 FERCM. THE FINE SANDS INAT COMPRISE STRATA 3 AND 4, PRESOMP N THE YOVAISW IENGNEERINGS SCVrPA W, SEEPAGE REFORI DATED MARCH 26,200E AND I;VASW (6-5-08) ARE CONSIDERED WITAam ry THE CONSTRUCTION OF THE POND BERMS FROM THE STRIPPED GRAM SMALL. PROCEED AS FOLLOWSt A. UPON APPIWVAI_ BY THE GEOTECHNICAL DWINEM THE BERM AREAS MAY BE FILLED WITH RELATIVELY CLEAN GR44UR MOO (LESS THAN 4 PEFICENI FINE$ PASSING THE U.S. NO. 200 SIEVE). THE FILL SHALL 06 FREE OF ROOTS AND OTHER PELETBRJ= M41MAL AND PLACED IN LM LIFTS TO EXCEED 12 a NOT INC� LOOSE AND COMPACTED AS OUTLINED BELOW ...... SHAPED AREA DEPICTS LIMITS S. A SUFFICIENT NUMBER OF OVER PASSES BE MADE By THE OF [POND STRIPPING COMPACTION EQUIPMENT ACROSS THE FILLED AREA IN ORDER TO COMPACT THE FILL SOIL TO A MINIMUM DENSITY EQUIVALENT TO IS PERCENT OF THE SOIL'S MAXIMUM MOPIFIEP PROCTOR DENSITY VALUE (ASTM P-6611 C. ONCE THE SEW PAS BEEN FILLED AND COMPACTED To ITS DESIGN ELEVAITONMORS, THE SLOPES SMALL BE SODDED. D. A GEOTECHNICAL ENGINEER FROM YOVAIS14 ENGINEERM SCIENCES, NC. OR 4415 DESIGNATED R 8Ta1TATiVE ONO" BE RETANED TO INSPECT AM TEST ALL COMPACTED WACE5 TO DETERMINE THAT THE N-PLACE NATURAL AND FILL SOIL$ ARE PROPERLY PENOIFIED AND PROPER DOCUMENTATION OF THE REQUIRED MINIMUM COMPACTION CRITERIA CAN BE FR7VTEP. 1. NO OWM OF ON-817E UNSUITABLE SOILS, STRIPPINGS OR PEERIO 16 PERMITTED WITHIN OR BENEATH THE POND SIDE SLOM. POND UNDERCUT EVALUATIONS NOTE: OAK TRAIL T RESERVE TAKEN FROM GEOTECHNICAL REPORT CITY OF OCOEE. FLORIDA REFER DRAWN SCALE JOB NO. TO REPORT FOR SCALED DETAIL Cim N.T.S. 10-E1721.01 APPROVED DATE - PLATE: DJY 6/28/2011 1 /* , HATCHED AREA lIC79PRELIMNARr a ,TEXCAVATIONTO ALL466FEETMOFFONDOVER .. - ELgv. 051MIRAL NOTFA: L PRIOR TO STARTING CONSTIR=ON, 8UIRVFY C04TROL To PROPERLY DELINEATE THE HORIZONTAL EXTENT OF THE POND BOTTOM AND I= BERM AREAS SMALL BE PROVIDED. 2. DEPENDING UPON TIE TIME OF YEAR THAT THE WOW, 15 , PEWAIERSIG MAY REQUIRED. THE PEWATERING OPERATION, IF REGUIRM 54AI-L MAWAIN THE GROUNDUATER A MINIMUM OF 2 FEET BELOW THE EXCAVATION GRADES. ALL DEWATERINS EFFLUENT SMALL BE RETAINED ON SITE. 3. THE LIMITS CIF THE POND 2 (DEPICTED BY THE SHADED AJW-AW SMALL BE STRIPPED To REMOVE THE EXISTING VEGETATION AND TOPSOIL THE UNSUITABLE MATERIAL SHALL BE STOCKPILED FOR DISPOSAL OFF-81713 OR AS DIRECTED BY THE OWNER, 4. THE PRELIMINARY ESTIMATED HORIZONTAL LIMITS OF THE REGUMD FOND OVER -EXCAVATION LIMITS ARE DEPICTED BY THE HATCHED AREAS ON THE PLAN VIEW OF POW X THE LIMITS OF OVER -EXCAVATION SMALL BE FURTHER EXPLORED AT THE TIME OF CCN5TRJCTICN AND BY PERFORMING TEST PITS. A REPRESENTATIVE OF YOVA154 ENGINEERING SCIENCES, M SMALL BE PRESENT TO OBSERVE THE TEST PIT OPERATICNO. 5. UPON APPROVAL BY 114E GEOTECHNICAL ENGINEER THE EXCAVATION BOTTOM (ELEVATION 4" FEET) SMALL BE SCARIFIED AND 5ACKFILLEP, THE BACKFLL AND FILL REWIRED ABOVE EXISTING GRADE WITHIN SHADED LIMITS SMALL COMPRISE CLEAN FINE $AN00 WIN A REMOLDED FMM4B[Lrrr OF 20 FEET PER DAY OR GREATER 04EN COMPACTED TO A DR45ITY OF W PERCENT OF THE 15=6 MAXM MODIFIED PROCTOR DENSITY VALUE (ASTM P-Wl) AM MAXM FINES CONTENT LESS 1" 4 PERCW. IMB PM SANDS THAT CoMpRISE STRATA 3 AND 4, PRESENTED IN THE YOVA18M ENGINEERING scTENcW M SEEPAGE DATED MARCH 25,2= 40 FIEVISED (6-b-08) ARE CONSIDERED SUITABLE, 6- THE CONSIMICTICN OF THE I" BERMS FROM THE STRIPPED GRAM& SHAD I PROCEED AS FOLLOWS: A UPON APPROVAL BY THE GEOTECHNICAL ENGINEER THE BERM AREAS MAY BE FILLED U11714 FELATNELY CLEAN r-Aug Ac SANDSfl=*ATUAMAo­� PAWNS THE U.& NO. 2W SIEVE). THE FILL SMA_L BE FREE CF ROOTS AM qn4ER DELETERIOUS MATERIAL AND PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE AND COMPACTED AS OUTLINED BELOL ED AREA DEPIC19 LIMITS -POND STRIPPW RL A SUFFICENT NUMBER OF OyER-APPING pASWS SHOULD BE MADE BY THE COMPACTION EQUIPMENT ACROSS TWIE FILLED AREA IN OMER TO COMPACT THIS FILL SOIL TO A MINIMUM D"Ir'r EQUIVALENT TO lb PEII�CENT OF T14E SOL'8 MAX" MODIFIED ti PP=CR DENSITY VALUE (ASTMO C. ONCE THE BERM HAS BEEN FILLED AND O"ACIED To ITS DESIGN LVATI13DE8UE SLOPES SMALL BE SODDED. 0 A GEOTECHNICAL ENGINEER FROM YOVAISM ENGINEERING SCIENCES, INC, OR HIS DESIGNATED REPRESENTATIVE SHOULD BE RETAINED TO INSPECT AND TEST ALL SURFACES COMACTED TO DETERMINE THAT THE IN- NATURAL AM FILLSOIL$ DENSIFIED AND PROPER DOCUMENTATION OF THE 16MIRED ATOM AIM PROPERLCN MINIMUM OWN CAN BE PIRNIVED. CRITERIA NO BURYING OF ON -SITE UNSUITABLE WILA STRIPPW OR DEEM 16 PERMITTED WITHIN OR BENEATH THE POW SIDE OLOPES. ... .. ... .. .... .... .... ...... ... ... ... ...... .... POND UNDERCUT EVALUATIONS NOTE: OAK TRAIL POND T 2 RESERVE TAKEN FROM GEOTECHNICAL REPORT C17Y OF OCOEE, FLORIDA REFER TO REPORT FOR SCALED DETAIL Cim DRAWN SCALE : N.T.S. JOB NO. 10-El721.01 APPROVED DATE : PLATE: Carmultellf = tm the EMM Saunas, 0 =. HlTd.Taloa DJY 6/28/2011 2 and Constructlan WEST ORANGE TRAIL To' 0w-i F ;R SOD / LS zpf 0 < < < < 0: 6' HIGH PVC-----J FENCE 101 VARIES TRACT Cl PROPOSED WETLAND RETENTION DD / LS F_ VARIES -WEILAND CREATION EXISTING WETLAND LIMITS SAND (SEE NOTES ON CORD- GRADING PLANS) GRASS EXISTING WATER s ,/_aot PROPOSED WETLAND LIMITS DHW1 05 (25YR/976 DHW 70.81 (100YR/24HR) t DHW 69.82 I �(25YR/24HR) `PROP, WETLAND .EUffV ­25;: A�w WETLAND CROSS-SECTION N.T.S. IMPACT AREA SEE PLANS 11 POND 3 Com1fing Enghimmers In the COM mid = = 0. 10.11& 1: WT.= I AREA DEPICTS LIMITS STRIPPING NOTE: STRUCTURAL DIMENSIONS - r 1-1 114U�ADIMENSIONS 111U. /J/ PRECPST DIMENSIONS ;HOWN 01ENEIRAL NaMS- 1. PRIOR TO STARTING CONSTRUCTION, SPRY CONTROL To PROPERLY DELINEATE THE HOWONTAL EXTENT OF THE I= BOTTOM AND I= BERM AREAS SMALL BE PROVIDED. 2. PRIOWDINIG UPON TIME TIME OF YEAR THAT THE WOW IS pEWOWEp, MUATEI" MAY RSWIRl P. THE PEIIIATERING OMWA110K IF REGIUM, SMALL. MAINTAIN TIE GROUNDWATER A MINIMUM OF 2 FEET BELOW THE EXCAVATION GRAM. ALL PEWATERM EFFLUENT SMALL BE RETAINED ON SITE. 3. THE LIMITS CF THE POND 3 (DEPICTED BY THE SHADED AREAS) SMALL BE STRIPPED To IREMOVE THE EXISTING VEGETATION AND TOPSOIL THE UNSUITABLE MATERIAL SHALL BE STOCKPILED FOR DISPOSAL OFF-81TE OR AS DIRECTED BY THE OUNER 4. UPON APPROVAL BY THE GEOT15CMICAL "WER, THE STRIPPED AREA PRESENTED IN NOTE 3 ABOVE SMALL BE SCARRED AND FILLED. THE FILL SMALL COMPRISE CLEAN FINE SANDS ON A FEMOLDEP PERMEABILITY OF 20 FEET MR DAY OR GREATER 0434 COMPACTED TO A DENSITY OF W PERCENT OF THE SOIL% MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1551) AND MAXIMUM fNES CONTENT LE66 TMAN 4 PERCEW. 114E ME SANDS TWAT COMPRISE STRATA 3 AND 4, F14MWW IN THE YOVAIGH ENGINEERING SCIENCES, M SEEPAGE KPORI DATED MARCH 2135, 200E AND REVISED (6-5-0$) ARE CONSIDERED SUITABLE. 5. THE CONSTRJICTICN OF THE POND OEM% FROM THE 67OPPM GRADES SMALL PROCEED AS FOLLOWS, A, UPON APPROVAL BY THE GEOTECHNICAL. ENGINEER THE BERM AREAS MAY BE FILLED WITH RELATIVELY CLEAN GR".AR SANDS (LESS THAN 4 PERCENT FINES PASSING THE US. NO. 2W SIEVV. THE FILL SMALL BE FREE OF ROM AND OTHER DELETERIOUS MATERIAL AND PLACED IN LEVEL LIFTS Not To EXCEED 12 INCHES LOOSE AND COMPACTED AS OUTLNED OELOUL 5. A SUFFICIENT NJISER OF OVERLAPPNrs PASSES SHOULD BE MADE By THE Ga'FACTION EGIUFMENT ACROSS THE FILLED AREA IN ORDER TO COMPACT T14E FILL SOL TO A MINIMUM DENSITY EGUIVALENT To W PERCENT OF THE aCU!8 MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-51511 r- ONCE THE BEIRM W BEEN FILLED AND COMPACTED TO ITS DESIGN ELEVATIONISRADE8, THE SLOPES SMALL BE SODDED. D. A GEOTEC44NICAL E10NEER FROM YCVA1814 ENaNEM06 SCIENCES, INC. OR HIS PESIGNAIED REPRESENTATIVE SHOULD BE RETAINED To INSPECT AND TEST ALL COMPACTED WACE8 TO DETERMINE T144T THE N-MACE NATIURAL AND FILL SOILS A94E PROPERLY PENSIFIED AND PROPER POCUMEWATION OF THE WGUIRED MINIMUM COMPACTION CRITERIA CAN BE PROVIDED. 6. ND OF C-SNOITE UNSUITABLE GOLS, STRIPPINGS OR DEBRI& 16 PERMITTED WITHIN OR BENEATH THE FOND SIDE SLOPES. NOTE: TAKEN FROM GEOTECHNICAL REPORT REFER TO REPORT FOR SCALED DETAIL LADS UNDERDRAIN HARGONLY) NLY) PLAN 48" -TOP OF SKIMMER 36" iv EL 76.72 -TOP OF GRATE . .......... ....... . ..... EL 76.22 --BOTTOM OF SKIMMER GRATEJ EL 75.72 6" CV ........... ........... ...... . ........... ............ ..... ...... ... ........... PLAN POND UNDERCUT EVALUATIONS OAK TRAIL RESERVE CITY OF OCOEE. FLORIDA DRAWN : SCALE JOB NO. _CJM_ N.T.S. 1.0-E1721.01 APPROVED DATE PLATE: DJY 6/28/2011 3 NOTE: STRUCTURAL DIMENSIONS PER FOOT INDEX NO. 232 (ONLY PRECAST DIMENSIONS xocsHowff) TOP OF SKIMMER EL 81.00 ' OF GRATE 79.82 TLOM_OF SKIMMER ........... ....... ... sTRUCTURE::::: ' INV. EL cio IIN V EL 67.79; ............................. ............ ...... ............ .... ...... ........... .......... ........... SECTION .... . ..... ........... J ........... i i ........... OUTFALL STRUCTURE DETAIL POND 3(DS-56) FDOT TYPE 'E' INLET N.T.S. I 59 SIDE SLOPE 10' BERM- -SIDE SLOPE POND BOTTOM SIDE SLOPE- BERM RESIDENTIAL SOD SOD SOD I SEED & MULCH SOD SOD LOT cv DHW 76.71 cq (1013'M7i4HR) U Y Y uj r DHW 76.60 (25YR/24HR) w ck: m s HW 76.53 _ M Ml­ (25YR/96HR) CQ 76.22 TOP 77.00 low, cr* z La Z 01 DO DO W On Z Z Q. C, NOTE: SAND GROWN SOD FOR SIDE SLOPE AND POND BERM. MUCK GROWN SOD IS PROHIBITED. uj POND 1 CROSS-SECTION Li A( ce. N.T.S. SIDE SLOPE BERM SIDE SLOPE POND BOTTOM SIDE SLOPE BERM SLOPE Z SOD p SOD SOD SEED &MULCH SOD Lu SOD SOD o r DHW 83.37 Q (25YR/96HR) ca < DHW 83.01 < V O�: w (IOOYR754HR) 5' HIGH CHAIN F-4- 5' HIGH CHAI _D LINK FENCE f f-155V/145FR) (OR EQUIVALENT) NK FENCE E QUIVALENT) WO 77.96 (OR EQUIVALENT) I Iz' - S, TOP 84.50 Lj .......... 0 ;�A ..... . ...... . c� Ei LOT j o L . .......... ...... 79 . ...... . ... BOTT OM 7 6. 0 0jlE,`.O E IFICA716N BERM CONq ..... ............... NOTE: SAND GROWN SOD FOR SIDE SLOPE AND POND BERM. MUCK GROWN SOD IS PROHIBITED, A(2 POND 2 CROSS-SECTION N.T.S. 10' 5# 5' -TH SIDE SLOPE BERM SIDE SLOPE POND BOTTOM SIDE SLOPE BERM ROW LOT SOD SOD SOD SEED & MULCH SOD SOD 0 DHW 80.08 (166YR724HR) DHW 80.01 W(25YI37i4ffl) < w IX F- F- HW 799.95 F- V) (25YR/6HR) WQ 79.82 TOP 81.00 S/W NOTE: SAND GROWN SOD FOR SIDE SLOPE AND POND BERM. MUCK GROWN SOD IS PROHIBITED. A( POND 3 CROSS-SECTION N.T.S. NOTE: STRUCTURAL DIMENSIONS PER FOOT INDEX NO. 232 �FNLYPRECPST DIMENSIONS 36" -1 RE SHOWN I OF SKIMMER 36" EL 84.50 24 " 6" TOP OF GRATE EL 83.50 -BOTTOM OF SKIMMER EL 82.50 GRATE 6" /4: , 4- . . . ... .. ........... .. .. .. . . . . . . ........... m wo o Ole D mv NO, -w- C4 *d c Q i: o o v I% ;6 SL Aft to m V C (A IL c M E j LS Wa c c 40 all seem Oft c 41 oft c or m c Lu Ioo Cl CO M 48% XO c d m T 0: 0 c1c J Lj_ CID � uj W o Q A QD N V_ N Q Q lui L6 Nc _j Lu CH, P.E. #69040 1-1 fn C 0 d C 0 :� U F Cn C C 0 1-11 1 0 3 0 1-1 1 0 1-1 0 N 1-1 0 0 a 0 D1-1 - 0- 6 1 5 1 4 3 1 2 1 1 WEST ORANGE TRAIL 10, 15, 5' RESIDENTIAL LOT RESIDENTIAL LOT VARIES TRACT C1 - WETLAND RETENTION RESIDENTIAL LOT I," 2„ w -r = SOD / LS = Y SOD / LS w #- SOD Y w 0 Y SOD / LS Y II�'*�i 0 �- �- Z w LS � z w F F U CLARKE RD ROW 10' VARIES R=3/4" ~9 �� ¢z �' _P9 �I �2 SOD/LS �- SOD rLs 0<� I- 75' ROW O h r r � w , of z U I- w - a 6" F- J z -' 3 9 � OF J � ALL SLOPES STEEPER THAN Y � z e w �� RETAINING WALL o 3 - .. 0 o Q 4:1 REQUIRE STABIILIZATION of �� z z 3 (BY OTHERS) U :n TOWNHOME . 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PER THE GEOTECHNICAL REPORT, PREPARED BY YOVAISH ENGINEERING SCIENCES, INC., ©SUBGRADE UNDER PAVEMENT BASE THE USE OF UMEROCK BASE MATERIAL MIN. 12" SUBGRADE (COMPACTED TO 95X OF THE MATERIALS AASHTO T-180 15 NOT RECOMMENDED. MAXIMUM DRY DENSITY) 3. PER THE CITY OF OCOEE LAND DEVELOPMENT CODE, ROADWAY CONSTRUCTION SHALL CONFORM 0D STABILIZED SUBGRADE UNDER CURBS TO COUNTY ROAD CONSTRUCTION MIN. 6' STABILIZED SUBGRADE (MIN. 50 psi FLORIDA BEARING VALUE AND COMPACT TO MINIMUM 95% OF AASHTO-T-180 FOR TOP 12 INCHES) O 24" STANDARD CONCRETE MIAMI CURB C SEE DETAIL, THIS SHEET C 0 6" HIGH HEADER CURB SEE DETAIL, THIS SHEET © 16" FOOT TYPE A MEDIAN CURB SEE DETAIL, THIS SHEET RESIDENTIAL LOT VARIES 25' TROUT LAKE FLOOD ZONE CONARREVAATION 10' RETAINING BUFFER WALL EASEMENT w z 2 ¢ < R g E o I 9 w o 9 PROPOSED GRADE ........... :... -.-.-.-.-.-.-.............: - : ........... . . ......................: I LOT LINE -1"' 78.0 EX. AIDE SDD SOD ; ­ .' '.'�.j .�' ' **PROTECTIVE 12" GRATES . ;. FENCE .................... PRECAST CONCRETE •*RETAINING WALL :::::t2y. l &:::':::' :; : NATURAL SOIL SUBGRADE 18"RCP0 (BY OTHERS) ::.:.: (MIN.) :.:::.:.:.::.::.:. (NOT MORE THAN 7% PASSING (INVERT OF PIPE 72.91 >;: THE U.S. NO. 200 SIEVE BO TTOM 72.20 PRECAST BASE TOP OF W :.., ••• .:.i-' ;. :s€' BOT OF WALL a ip. W/ DRAIN HOLES •::i i ... i ::i .•, . ,. . 4.. .. " - ...- .• wWALL, FOOTER AND''. "rr i 5;1 T1Rp� •" 1" CLEAN STONE FENCE TO BE LOCATED'i'';€ ? p Mqx NP s :: .1 i : . j•: „ ..,, ; WITHIN 10' RETAINING: "; ``; �- --s -,_ :a:a ::,,,,, • . ra::.. . - .. .... :..y::.:.::: :.:..::.-.:.}:'r.:.wi:;..-.w-:4..:._i::..:..;::..:.:5: ;.:.-4: ,.:...5: ;.:.:. �•r•: w:::"".'':•';�;'t' FOOT 902.4 FILTER SAND WALL EASEMENT i:i::i i ::..• i ::-----5: Y'-'a :.::.,:. , :i; £ ; :i:: i i ::: i £ k:-.::i i i:::::i 1 I:::::£ i i::,,a : ;,,,,. f ::,,,,_t i ;-..,.f : ,,,.-f ::,,...f ::.,,,.f ::.,..f ::,,._ ,• a ::.......:... r ':.:'. , . GRADE -' r" PROPOSED 4.5' :':... „i 17OOTER. .# i_ r ...........I ..................... .......................... ..,,,,...: ............................. (BY OTHERS) _ 78. .,: ;.f" !• 77.5 IX. GRADE -:'. FILTER SAND SHALL BE ENTIRELY ..' . - -: 77.�� ^- -, :.. ::: 1 #:,,, __1-1 :.;.::..... .................................... ........,.:: •,.::.,, .: ' WRAPPED WITH MIRAFI 14ON OR...I.............................. . _.... VARIES r: o ...#.. APPROVED EQUAL NCRETE FABRIFORM VARIES t. �,'•: GRATE CO ;,.,: " 4'11PRECAST CONCRETE TRACT N X-SECTION W /RET WALL ::Y = = - `:12 IAP"" NATURAL SOIL SUBGRADE , Al - }(MIN•)::• ":' (NOT MORE THAN 7AG PASSING -� :�s N.T.S. r;:•.o',:'::; :.; : •. '•,: THE U.S. NO. 200 SIEVE) (INVERT OF PIPE 7291 8"R 6" DIA. FULLY PERFORATED SMOOTH I..a• y• `•,"t:`=` `! WALL A.D.S. PIPE WITH FABRIC SOCK _ '' '' BOTTOM 72'.' PROPOSED.20 pg%& % `. r.• `'` ' ." .. ELEVATION VARIES N1/ DRAIN HOLES -q -•! I . i F .t;:. FOOT 902.4 FILTER SAND . " ' 1" CLEAN STONE .,, :. DS-61 I." .,�:. "**­:'-'.:1;.'. :>•:%.:;:� INVERT ELEVATION VARIES • Z.: •�'4 1%, > .:.: he .. � (SEE LOCATION PLAN) :.- .., -" .: '•: ::,:•.:,..:: FOOT TYPE C INLET :: ;-•=' :'.1 °"'"..•`. '% ••-.^ :' `'"*�c`• '" FILTER SAND SHALL BE ENTIRELY r;;% WRAPPED WITH MIRAFI 140N OR `Y '}.L`" ':,`'Q' APPROVED EQUAL N.T.S. 1 ' g"� 48' _ :,;• ; INVERT ELEVATION VARIES '-6••^.- (SEE LOCATION PLAN) ;'' .°.".. 6" DIA. FULLY PERFORATED SMOOTH 1>: - '�" t.K • ; • WALL A.Q.S. PIPE WITH FABRIC SOCK i ` .-- - N ; ; .,;7,.. 24, TYPICAL CROSS-SECTION v *_� NOTE: 3*•� 12" 12" 12" 12' :, •_ ,tl,. I TAKEN FROM GEOTECHNICAL REPORT 1i2� k PAVEMENT : ° `:: `::;-..--.,, '"PERT ELEVATION VARIES REFER TO REPORT FOR SCALED " : ,.:• (SEE LOCATION PLAN) 0 ,':N 1:,. DETAIL A NOTE: E . A g. I - ST/�BIL'IZ�D `... ',... SUBGRADE,:: ; ..:..' : . TAKEN FROM GEOTECHNICAL REPORT r��� SUBSOIL & GROUNDWATER LEVEL INVESTIGATION .`crrc{ . 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D.0 t.0 0.0 t.o t. t.0 t.0 t.a e.o t. t.0 t.9 t.0 t.0 t. *0 0.0 5.0 t.0 b.0 .0 b. o t.o e.0 a .9 e.0 b.o e.9 0.0 D.o .0 t.0 1J.0 b.a e.o 0.0 0. e a e.0 D.o b:0 t.a t.0 t.0 t.0 t D.0 b.o t.0 t.0 t.0 t.0 t.0 t.0 t.0 t.0 e.0 e.o e.9 e.0 t.0 e.0 b.0 t.0 0 e.0 t, a t.0 e.0 b.a t.0 e.9 b.0 D. t.0 e.0 e.o t.9 .0 t. .o t.a 0 e.0 e.0 t.o t.0 .0 t.0 t.9 t.o e.o t.0 e.0 e.0 e.o e.0 t.0 t.a t.0 e.o b.0 t.0 b.0 b.0 t.0 t.o t.o . b-0 t.0 . t.a e.0 b.o t.0 e.0 b.0 b.o o t.o t.o .o t.0 t.0 0.0 t.0 b.o t. .0 t.a o.0 t.0 t.0 t.o 0.0 t.o t.o 0.0 t.0 t.o O NOTE: e.a e.a t.a e.a b.a t.9 e.a t.a t.a e.a t.a e.a e.a . 9 e.a . a e.a b.a t.a e.a D.a t.9 b.a .a t.a b.a D.a t.a . e.a e.a e.a e.a t.a e.9 b.a t.a b.a e.a t.a e.at.0 t.a t.0 t.0 e.0 t.0 t.0 t.0 t.0 t.0 b.0 t.0 t.o t. .0 t.0 . t.0 t.0 t.o t.0 0.0 t 0 .0 t.0 b.0 t.0 t.0 t.0 t.0 t.0 t.a t.0 t.0 t.0 t.o t.0 Ir t.0 b.0 t.0 t.0 e.0 e.0 t.o t.0 t.o t.0 b.0 t.o t.0 0.0 .- t.a t. .a 0.0 t-0 t.o t.0 t.0 t.0 t.o t.0 t.0 t.0 t.0 t.0 t.o 0.0 t.0 t.0 t.0 LIGHTING PLAN PROVIDED BY OTHERS AND IS t.0 e.0 t.0 t.0 t.o t.a t.0 t.o : t.0 0.0 b.o t.0 0.0 e.o t.o .0 t.0 t.0 t.o t.o t.0 t.0 e.0 t.0 t.o t.0 t.0 t.o t.0 t.0 t.0 t.o m A t.0 e.0 t.0 e.0 t.0 t.0 t.0 b.o t.0 t.0 0.0 t.0 t.0 t.0 t.0 . . t.0 t.0 t.0 t.0 t.0 t.0 t.o t.0 t.0 t.0 t.0 t.0 t.0 FOR ILLUSTRATIVE PURPOSES ONLY. P D A IS N 0 T t.0 0.0 e.a t.0 e.0 b.0 t.0 t.0 b.a 0.o t.a t.a t.o t.0 0.0 t.0 0 t.0 e.a t.a t.0 t.0 t.0 t.0 b.a t.o w /� 0 / l 0.0 b.a t.0 t.0 t.a b.0 t.0 b.0 t.0 b.o t.0 t.0 t.a t.0 t.0 b.0 h. t.o t.a e.o t.o t.o RESPONSIBLE FOR THE INFORMATION CONTAINED t.at.0t.0t.at.at.9t.0t.0t.0t.0t.0t.at.ot.0t.ot.0t.0t.0 .0 t.0 o t.0 t.0 0.0 t.0 e.0 e.0 e.0 t.0 t.0 t.0 t.0 t.0 b.0 t.0 t.0 t.0 t.0 e.0 ON THIS SHEET. t.9 b.0 e.a t.0 t.0 t.0 e.0 t.0 t.0 D.0 t.0 t.0 t.0 t.0 D.o e.o t.o 0.0 e.o t.o e.0 9.0 0.0 O.a e.o 0.0 0.0 b.0 t.o 0.0 t.0 t.0 e.0 t.a t.0 t.0 b.0 t.0 t.0 e.0 t.0 t.0 t.0 t.o t.0 0.0 t.0 t.0 6 I 5 1 4 "T& 3 . I 2 1 L 0 VJ Q Z m W W 0: 3 J y It] M m m Co Uj m 0 2 W j Z Z Q Q W � 0_ W Li = iz Q Q Q h � - v; v; Z z I- 1 1 z � O (n � c 5: Qt 1 -- 1 �, _< <_ V; - `- y ,- C Y 2�: 0- a_ /) , Z 4 � Q :z � Z v O c _ Z (,� O W C � LQ J 01� C I-) c - c O j ; 2 *, Cb p I= 01 0 w o Ja oo va dN a M C M w° a� h NJ a 1y; • L 'a a C a It M a a 0. k. . m Jd ,am Im I ; W V W N I T L6 O w ® m C .a ® ao z04 0 Q 0 -j U W W O W TO y � Q Q z Q Q W O C) z_ Q) O = o. -•J � - Q N O rJ � `'�_ C\ � N- O 4h O Z IM 13 a 9 I y IFI n■ in n■ I:■ IBM 6 1 5 1 4 -14hr 3 k, V FORMER TRACT 'G' CONVEYED TO WEST ORANGE TRAIL I � I ON 10' LAND:., APE AND" N D `. ,6' H .I ALONG THE 10' LANDSCAPE AND 6' ALONG .TF 6 1 5 1 4 T 3 IIIII� y- 2 21'-0" 12" square tile (forest green) 0+ sf area with M0 letters. epoxy and •• lished Gold ..&MA 4-1:00M 1 O WW iN7 O LU Q z g 1. F m UZItU O m a Qc O ; U m 0 � a Q W J M� oL-- smb soldier (typical) -ATRACT °O' r.; •., : , F; smb rolock (typical) ,....f COMMUNITY m norwegion red brick (typical) f....l RECREATION AREA Typical Sign Wall elevation i BUILDING 740 SF MIN SCALE: 1/4" = 1 0" 719 NOTE: 6' minimum wall height shall be measured from the ` highest finished grade in the front and back of the wall. OV O f/� a► AR 00 at op f 13'-6" r if SB200 ve2 i ! 76 Sin lettering may not exceed 18 sq. ft. per side. specifications Actual size s b others 'ht. Perimeter Screw Wall P Y .. Footer for 3'-6" column = 5'-0" width max. Actual size specification by others :} O Footer for perimeter and sign wall = 3'-0" width max. Actual size specification by others LJ LL_I cn At JE .► W �...... 6239 W 3'-6" 2 sign" ig �"watil yp.) 3'-6" a] W W cc 3 O I N O j 2 zLU O E w W o O Z O Z � Vr W O Ln En O V W W O k oo��a Pt a O O MO O N 0 0 0 0 IQ Q t a M' C xn L W C ® c E NWA ® _ c �o ;L a C ® C N ® oa ® m 'C ® o` do Q or Typical Sign Ufa l l Man Q SCALE. 1/4" V- m" � B � Q Q Lai CL 4_, U W Z�ct �QWW O � W CrWo U Q LL. O L_ C� I 0� co LOCATION MAP o N.T.S. o LU 2 1 a c y ROBERT E. CANTU, R.L.A. #0000531 N K a I m A UA A TRACT 'R' LANDSCAPED MEDIAN . . ......... ............ ...... .......... ............. .... ........ ....... . AD ........ . ... ............. ...... . ..... ....... . . ............. ............. . ....... .. ...... ... ........ ...... . ............. ........ ............ .... ............. ... . ............ .... ...... ........ ..... ....... .... .......... 0 . ..... . ...... u............... ....... ............. ............. .. . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TR ACT,,-- Lu ............. .......... L'A �"-NS :O E TRACT WITH PLANTINGS AN IGH BRICK WALL (TYP.) ........... . ............ ............... ........... ............ ...... ...... ..... ...... / ... ............ .. .......... .... ......... ....... ............. .............. ............ ...... ........... ............. ............. ............. ca o clz LIJ... I/ Is- coumgaFN ka�- \i!/ \_.- IN47-.11111 3 u- 3 @ Qv 24' COLWNS Is. (A - + 2 4 5 6 7 8 9 10 LIGHT 2 (EIV OLIC*ff LIGHT* TA �IF 4 8+00 'c 12 1 )22�+o 23 0 227 00 91+__o S2 231+00 232+OON ! 0 233tOO STREET "C' 234,�00 235+)o CA . . . . . . . . . . rQ 0 . . ......... ............ . .... I-— ­ L ......... ------- - is- ooLu-Ns--- L A.r. S14T 25-IM-C44T C—) 0 0 LIOW a v. *L I F6�3�0 L ES V RAC`T C2 1 45 225 1 20 J(E,. TA PON-D 1 0 -TRACT L 0 LKaR 14 LIFT STATJONI, F k ja 'a 44 0314 26 1 21 x .-.`,`f-.��--r I I rJE Se 779 < AL AL A, 4a Ift L X X, ISHT. F TA N F_ F + 15 lec' Aft = a Aft 43 27 AR ILI 22 0 w LIG HT Is, coLu"Ns </Y c- o AL Awq TA F / � /� / r` �`:,, a a-.f,�!/ Iz F — — � a @)_ ... . ......... job 44 1 16 TA + rL4, Ab jok Alk 28 Ift Ift AX/g/ 7-/ 42 1 23 1 Iv 0 g 0 0 Ift AA AL A. 17 Liam All. ov loll 29 1 24 1 5 2 USM X/VY, cf) 41 + L4 Ift L B2 AL 0 0 /A C—) 18 Al/ Lk*go ov 40 ............ 00 328t00 32700 . .. .. ... SB2 VV 568 d, oLIC.14T F L I—E 39 /oo' P12 19 62,39 > ov :x. "'000 ov Aft x .. ......... . . .... ... ... ..... ........ . .. .. . ... ... .. .. .. ... ......... *L(C*g .. ... .. .. .. . ......... 58 32 31 30 .... .. .. ... .. .. ... 4� �. - 1. 7 ..... .. .. 7. .. . ..... 33 Ic .. .. . . ........ ..... .. K.......... . ....... ti -bJ .. .. .. ......... tGwt Qv :. Ax 34 TRACT 'A2 37 N, PONDNS 2 ............. x c_ LU 35 2 .......... RF . . ...... cc 2 X 36 ov 2 . . . . . . . . . . ... 3 INS m x; ....... .... ... TRACT W i " . 77 V .... ..... x Frr__x v OPEN SPACE RF A'. . ...... ..... INS 2 . . . . . . . . . . ov D 2 Qv 2 2 FLMR B U FFEfR— RF is ONS LLPM I/R�TENT16N K .x SEI IL 2 ....... . ..... . X OLU"46 24" OCUI-145 Iw c ..... ...... A I x 'ACE .. ......... ..... .. d'. E Qv 7, . .... ... .. . .. . .. . . ...... ..... ..... .. .. . ....... . ...... .. . .... V. .... .... . ... ... .. .. .... . . ... .. ...... . . . ......... .... i. O TRACT '10' ca Qc ' 10 LANDSCAPE TRACT WITH PLANTINGS N W gZ AND 6' HIGH BRICK WALL (TYP.) E _w W_ Z Z LQ' Z Q c, Lj TRACT V 10 LANDSCAPE TRACT WITH 61 HIGH PVC FENCE (TYP.) vim Iva a; Ilm V i c IV z j qm Fm a T c E a NOTE: a& I') CONSTRUCTION PLANS FOR THE CLUBHOUSE, POOL, POOL DECK AND POOL DECK FENCING • WILL BE PROVIDED BY OTHERS FOR THE BUILDING PERMIT APPLICATION FOR THE ABOVE RMPERENCED IMPROVEMENTS. 4) c 2.) THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO SHOW GRAPHIC INTENT OF THE RECREATION AREA (TACT' 0') SITE ELEMENTS. A COMPLETE RECREATION AREA SITE PLAN AND THE c APPROPRIATE SUPPORTING DETAILS ARE To BE PROVIDED BY OTHERS. A COMPLETE co RECREATION AREA SITE PLAN MUST BE SUBMITTED TO THE CITY OF OCOEE. PDA, INC. WILL NOT co" BE HELD RESPONSIBLE FOR ANY ACTIONS TAKEN AND OR NOT TAKEN TO OBTAIN APPROVAL —1 FROM THE CITY OF OCOEE. 4ft 3.) ALL UTILITIES ARE TO BE SCREENED WITH LANDSCAPE MATERIAL, PER CITY OF OCOEE c CS 45 REQUISEMENTS. THIS INCLUDES POWER BOXES, TELEPHONE BOXES AND BACK -FLOW DEVICES. a: 0 Ic 4.) STREET LIGHTS ALONG STREETS 'A', 'C' AND 'E' WILL BE SHIELDED OR FULL CUT-OFF LUMINAIRES INCORPORATING FLUSH -MOUNTED LENSES TO MEET CITY OF OCOEE DEVELOPMENT REQUIREMENTS. Qj 5.) NO HARD WOOD TREES MAY BE PLANTED OVER UTILITY LINES. ONLY Soo OR SOFT WOOD SHRUBS WILL BE PERMITTED. O Lo 5 0 3 2 IN A I C 113 0 0 En En r- 0 u 0 ' A0 0 0 0 0 0 N i 0 0 0 a a_ z 0 F- Q z F- z 0 U 0 W w 0 m Q W (Wn V J %//!/f.:-%!%r%%//; T26 T25 T24 T23 T22 T2 O Q .............................. ............ ...................... ...... _.............. ............ ..... ................................................................................................................ ............................................................................................................................., :, ,:.,. :,................................................................................. . i E;,;�,:...;............................................................................................... _..................................................................................................... / .............. .......................................................................................<............. .:......................................... ................. .................... .......................... ........:........................ . < • 0O O cc ,8,, 4 s$ Qy O -7&1,7�dlA C04 1 /A l •S ..yam. T20 Tl 9 Tl 8 Tl 7 6 I 5 4 3 '/: .......... T16 T15 T14 T13 T12 T 2 0 Q Z IF '- m m � Z 3 Y W z U Q U W o v Q m W ac O N o CZ Z O E Z Q Wuj p V 0 O Q Q totQ� W O tip tt^^ O U vJ U O 0000^ Q \\ 7\ 'O_' •� O O O O D yt .0 oa a°o a IL c LOCATION MAP * t a� N.T.S. C �0 J o E 1; • v c C �d s �a w J d C ' CD BI 4 T N r 1% ® � O ® m C o� ® do 0 B J Q Q Q CL W a. � V . Lv V Q (/ W o O LL1 0 J o ti O A � V LOCATION MAP N.T.S. a o y y ROBERT E. CANTU, R.L.A. #0000531 FI EI DI T3 Al L-� L� 3 —24" COLUMNS LOCATION MAP N.T.S. 4 IF I ID IC I ■m LOCATION A' ROBERT E. CANTU, R.L.A. o Q � z mmm m� 0 W 0 Q. _.! 0 V a �t N W W M O I cj p Z W W O O O O Z ,It W Q Ln Enuj O V W W O .0—c O O � Q� Qr PC a a 0 0 0 0 Q rj `O 00 O o � o (o 0 0 � H O a� o� y! .0 aa► ao J i o0 a _ y c u. � z E i �� v° a =c to W ;d a �� fA C c N T V. O Q m ® ao Q 0 C) J 0 Q Q 0_ 'Q Lv 0 0 W Z L�.1 O Q � OJ V all0 J ti at CL 0 y y 0 i i ■ I ©■ I©■ LICE 0■ ■ ...... .................. 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RR W .................. 0 S8 rQ"V rVO INS CC QY i INS 12 AN m . g QY L I m 12 2 15 2 2 2 15 2 3 60 I- Q 18 COLUMNS r 2 �� O S W ...................................................................................................................: L .24" COLUMNS W= W - i W LIGHT • 6 7 8 9 10 A 6 5 4 3 2 0 w -A _! W a Z � J F m m m m uj 0 z 3 Y > z Q W c1ccc J Q a W V Q m W at o i o A z � Z o oLu E z W W p O z Z ui Wuj cn to ci PC 0 0 0 0 a � `O 00 0 0 o � y O � r •�! .c Ca J L 00 �V a d R M O W y L J E J ; i Q a i , y J� co �_ � W d' aQ N r LL x6 0 O m ® Q ® do Q O O 6 1 5 1 4 ♦ 3 I 2 I 1 Ji) I F I ©M "w NM ME IBM T SEE TEXT PAGE FOR CONTINUATION -- --- N.T.S. -- ------ 6 5 4 3 2 1 R08ERT E. CANTU, R.L.A. #00 o a Q o F m m m LJ 0 Q W � ui Q 0 V aiz Q m W LV cl: I c :z E o Z o o :X at � W W O o; O O w QC Oc p O O O ^ �o 00 o� Q ^ ^ O O 0 N 0 0 0 0 IA O �0 ;g t m 0 J 2 o0 IN x y h CL c U. 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YO ,.; ry B O rn .,...... ` N ti t INS £ f O .,.....:.. L(GHT CL t ././...f.. Q2Y „ r.a. 44 13 : % t I i: , :l J� 1 �f ■ ' CC t „ i 12 f/•:•fir/f !' /.Y1//.f/J•• /,:pp• :pf'91n• 11f ./•f//• A A. C Cqw. C c c -&a eF ap r L% ® ® C O m 'd ® ao Q Q, J B B J � QL Q Q W � � Z cV Q 0 J O >- A A 1-- V V- N � N LOCATN.ION MAP LOCATN.ION MAP 00 a o 6 5 4 3 2 1 y y KUt1tK I t. UAN IU, K.L.A. #UUUUb.51 0 5 I 4 3 I 2 I 1 IN IN ED re w u 0 r .:"il%���%_%ter%//,.\ �i%ff��i%..•< O �I 37 :........ ;ll" r. o r ON COO LL- u / f ....... .... L,J � g o - e Cl m Q W m .. `, -.. . I . . 6 1 5 1 4 A. • %f ,,.. a O 0PA, ,f \ 000 \ �\ f p'. \ \ fi/ \ , ...... ..... I ciop 1 D D D D D D s \ f ,.. b n r, f WEST ORANGE TRAIL 3 1 2 LOCATION MAP N.T.S. 1\� LOCATION MAP N.T.S. 1 ROBERT E. CANTU, R.L.A. #0000531 li Q W W a Q Z F m m m � z Z W j Z O Q V a W C W 0 = CL m W W C O I Z S EZWWo`'� W Qc V W V W Q W p W O W O O W Qc O O cc a a p O O O ^ �o O O Q rj ^ ^ O Dcq H ;m r cow J rm a PIN _ 0 x C 0 x w s a� NA aAll 0 a �c 0 co sL a $ ' C J � � Of c N r L16 e �o C ® ® ao Q O J LL- B J Q J � w Q Q. CL Q �< cl� — � Q � W Z �J o Q J 0 O A U ^ ar ^_ ilkO J a c y y c 0 c 0 :� U i .�-� N C O U r 0 I 0 0 r 0 I 0 0 0 N 6 v 0 0 d ........ .,,,,., .., 5 4. ..........: ",....,,,,,,. i ........... +r: uj 000-, ........... .f ,......,............. , „ 2 J , i F / 0 i , , G cri W f \ 1 f� : , 3" /f W ' ....'/. ; / ... i ,f F r ' kl '•" '\ / \ «,,, a: i- ........ •'•.r. A uj O IN, vl C ........................... O r, LZ ,A 13 \. \ Lij � Ll J r " \Aj O V : „..18 , l ..i% ( \ / rt t Lij a ; / \ IN ,. t , r OWL W r , ...:....... f ORMER RAC 'G'` > , A : � � CONVEYED TO ST ORANG TRAIL ; co 41 0, o i .......... : • J: L : c„ ' ch : I I co co II ^ ' I 1 ` ` I ; w, 111 • , , ice. W I� S ` : : ,w : �f /rN I / ; ,' 11 ; , FORMER TRACT E p J e / CONVEYED TO CITY OF OCOEE ,w J ........... : f. ., , , - i , , i , I1 i , ; : '+. +. \ i; : i Aft \ Icm ,r i ? ; , 1 II ' I ft ; r, : t:1'•. 11 I ,,.-... _� . ; f 1 ' j 5 11 11 I y t I i i ? i , : ...-...... �� / i \ s .. ,....... .................. !/ .... ......... ......,... : I,..............................:. zd \ �a .. ........... :...,........ , ......................................:........ ` a „ ._. \ ...................................:............ ...:....::.:................ .. ..........:. ..................... . , ......................... ................ Q .......... .- FORMER TRACT ....... ,? ,.:. E CONVEYED TO CITY OF OCOE - -� -.............. .......... ............. ....................My LARKE ROAD ...................' /E ` ................... ,,......,...to ...,,i. �jj%:,,...�����, ................. , .................. ; ; .,, ................... ............ , CL o Q C >b. V � cl� � Q W p W W Z Q LL- A A I-- C� A A LOCATION MAP N.T.S. W m ti 6 5 4 3 2 1 a o y y R06ERT E. CANTU, R.L.A. #0000531 / 0 CL c 0 U Cn c 0 i 0 1 0 a: 0 r 0 I o_ 0 0 N / 0 0 0 0 a. / 6 PLANT LIST FOR OAK TRAIL RESERVE ENTRANCE 5OULEVARD, RECREATION AREA 4 LANDSCAPE BUFFERS. QTY SYM BOTANICAL NAME (COMMON NAME) PALMS: 25 SP SABAL PALMETTO !CABBAGE PALM) 10'-18' CTt MIN 11 SA SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CTt MIN F CANOPY TREES: 12 AR ACER RUBRUM (RED MAPLE) 30 GAL., 14'-16' HTt 2" OBHt MIN. 125 QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'Htt 3" DBHt MIN. 23 MG MAGNOLIA GR.ANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3.5" DBH, 14'-16' HT X 5'-V SPD 46 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12'-14' HTt 2S," DBH MIN. UNDERSTORY TREES: 30 CC CERCIS CANADENSIS (REDBUD) 30 GAL., IB"-2" DBH, 8'-10' HT X V-4' SPO 30 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HTt 4' SPR, 1.5"-2 "DBHt 4' CT 44 INS ILEX "NELLY R STEVENS" (NELLY R. STEVENS HOLLY) 30 GAL., 10'-12' HTt 4' SPR., 1.S"-2 "DBI-lt 4' CT 48 LI LAGERSTROEMIA INDICA 'MUSKOCsEE' (CRAPE MYRTLE) 45 GALL 12'-14' HTt MULTI-TRUNKt 5-1 TRUNKSt 3- IS" DBH MIN. SHRUBS: 203 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) E 3 GAL, 30" OA, FULL, 42 "OC 288 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 3fc"OC 20 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULLt 32"OC SO VO VIBURNUM 050VATA (WALTERS VIBURNUM) 3 GAL, 30" HTt FULLt 48110C 214 $B SPARTINA BAKERII (SAND CORDGRASS) 3 GAL, 24" OA, 42 "OC 10 OR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) 1 GALL 3fo" OAt MULTI GROUNDCOVERS: 171 RI RAPHIOLEPIS INDICA (DWARF INDICN HAWTHORN) 3 GAL, 12"-14" OAt FULL PLANT, 30" OC 330 OV DIETES VELETA (BICOLOR IRIS) 1 GALt FULLt 24" O.C. 480 AN ANNUALS 4" POT* FULL 6"-8"HT X 4"-6"SPDt 12" OC MITIGATION AREA: 5682 s52 SPARTINA BAKERI (SAND CORDGRASS) D 4" POT, 12111 FULL PLANT, 36" OC rows JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 24" O.C. o 5 I 4 PLANTING NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED BY AN AUTOMATIC SYSTEM. THE IRRIGATION SYSTEM SHALL DELIVER 1009e HEAD -TO -HEAD COVERAGE FOR ALL ST. A IG SOD AND PLANT BED AREAS. 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. 4). IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR t0 BECOME FULLY FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION OF THE LANDSCAPE MATERIAL. 5). STAKING OF TREES AND PALMS IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR HOWEVER, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES, PALMS AND SHRUBS IN AN UPRIGHT PLUM CONDITION. 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. 1). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" ABOVE THE TOP OF THE ROOT BALL PER CITY OF OCOEE REQUIREMENTS. S). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHORTER THAN SO DAYS FROM THE DATE OF THE " FINAL ACCEPTANCE" BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRITNG AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR 102 BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS. 11). CONTRACTOR SHALL REPAIR OFF -SITE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 12). QUANTITIES PROVIDED ARE FOR CONTRACTORS CONVENIENCE ONLY. N CASE OF QUANTITY DESCREPANCIES THE PLAN SHALL RULE. REPORT DESCREPANCIES N WRITING TO THE LANDSCAPE ARCHITECT AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS. 13). ANNUAL PLANTER BEDS SHALL BE SPECIALLY PREPARED. SPECIAL SOIL MIX TO A DEPTH OF S" MINIMUM SHALL BE PH ADJUSTED PRIOR TO PLANT INSTALLATION. THE USE OF SLOW RELEASE COATED FERTILIZER IS RECOMMENDED. 14). ALL AREAS NOT DESIGNATED AS NATURAL OR LANDSCAPE BED SHALL BE SOLID-SOODED WITH FLORATAM ST. AUGUSTINE SOD, PER CITY OF OCOEE REQUIREMENTS. 15). PLANTINGS SHALL MEET THE CITY OF OCOEE 5096 MINIMUM EVERGREEN REQUIREMENTS. WALL AND COLUMN NOTES: 1. (o' MIMIMUM WALL HEIGHT TYPICAL ALL SIDES OF WALL. WALL CONTRACTOR SHALL COORDINATE WITH GRADING PLANS. 2. ALL WALL REINFORCING BY WALL CONTRACTOR AND SHALL BE SUBMITTED TO CITY OF OCOEE AT TIME OF PERMIT APPLICATION. 3. ALL COLUMN REINFORCING BE WALL CONTRACTOR AND SHALL BE SUBMITTED TO CITY OF OCOEE AT TIME OF PERMIT APPLICATION. 4. NO FOOTING SHALL ENCROACH INTO PRIVATE OR PUBLIC PROPERTY LINES. WALL CONTRACTOR SHALL PROVIDE 6" CLEARANCE MINIMUM. SMB column cap `~ 4 C,y,�,, w '� ° WALL CAP SMB SOLD IER COURSE o� BRICK RUNNING BOND FIELD PATTERN i GROUT REINFORCED CELLS AS REQUIRED SMB SOLDIER COURSE �u �u SOIL COVERAGE OVER FOOTINGAS REQUIRED O Sidewalk w•a' FINISH GRADE Finish GradeAle v 5' IZE FOOTING AS REQUIRED, ALL WALL REINFORCING BY WALL CONTRACTOR \COMPACT SUBGRADE AS REQUIRED B &'HT. PERIMETER WALL 5ECTION WITH COLD" IN5 NOT TO SCALE PRIVACY STYLE FENCE NOMINAL 8' SECTION LENGTH V-0" CM TO am POST CAP 1'-7 FACE TO FACE V SO POST 1/8" U-CHANNEL 1018" x VINYL SIDING 6' TYP. b" T 4 G PICKET 5 I/2" RAIL ztl I A 15 IR" J T BOTTOM RAIL INCLUDES I I L 2" (91 MM) NOM REINFORGNG METAL INSERT NOTE: i i 30" (162 MM) I. FOOTNCs WIDTH SHALL BE AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS AND FENCE CONTRACTORS REQUIREMENTS. ALL FENCE SHOP ORAWNGS SHALL BE SUBMITTED AT TIME OF FM;R IT APPLICATION TO BUILDING DEPARTMENT: L_ PRIVACY FENCE SECTION ELEVATION NOT TO SCALE + 6'-0" MINIMUM, MEASURED FROM THE FNISHED GRADE ON WHICH EVER SIDE IS HIGHER (FRONT OR BACK OF WALL) 6' 51RICK WALL 5ECTION NOT TO SCALE 1 1 2 -Y" BLACK ALUMINU" I PICKET FENCE AT POOL. NOT TO SCALE 3 I 2 TREE PRESERVATION NOTES 1. TREES TO BE PRESERVED TO BE SURROUNDED BY AN ORANGE CONSTRUCTION FENCE WITH 2"X4" POSTS SPACED NO MORE THAN 6' APART, 2. ALL TREE PROTECTION METHOD SHALL CONFORM TO THE CITY OF OCOEE LAND DEVELOPMENT CODE CALCULATING TREE PROTECTION ZONE THE FOLLOWING GUIDELINES SHALL BE APPLIED TO DETERMINE THE TREE PROTECTION ZONE: 1. EVALUATE THE SPECIES TOLERANCE OF THE TREE: GOOD OR MODERATE. (SEE LIST ON NEXT PAGE) 2. IDENTIFY TREE AGE: YOUNG (2031- OF THE TREE'S LIFE EXPECTANCY), MATURE (20% - SO% OF THE TREE'S LIFE EXPECTANCY), OR OVERMATURE (8096 OF THE TIME'$ LIFE EXPECTANCY) 3. USING THE TABLE BELOW, FIND THE DISTANCE FROM THE TRUNK THAT SHOULD BE PROTECTED PER INCH OF TRUNK CALIPER 4. MULTIPLY THE DISTANCE BY THE TRUNK CALIPER TO CALCULATE THE OPTIMUM RADIUS (IN FEET) FOR THE TREE PROTECTION ZONE. EXAMPLE: NOTE: IN NO CASE SHALL SETBACK BE LESS THAN V DIAMETER MINIMUM SPECIES TOLERANCE TREE AGE DISTANCE FROM TRUNK FEET (PER INCH TRUNK CALIPER) GOOD YOUNG 05' MATURE 0:15' OVERMATURE 1.0' MODERATE YOUNG 0.15' MATURE 10, OVERMATURE 125' SOURCE: TREES AND DEVELOPMENT, A TECHNICAL GUIDE TO PRESERVATION OF TREES DURING LAND DEVELOPMENT. SKETCH VIEW IGE CONSTRUCTION EXISTING TREE (TO REMAIN) "---TREE PROTECTION ZONE PER CITY OF OCOEE PLAN VIEW LAND DEVELOPMENT CODE TREE PROTECTION 5ARRIER DETAIL. NOT TO SCALE NOTES: 1. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36" 2. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. 3. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 4. WALL CONTRACTOR SHALL SUPPLY ENGINEER WITH SHOP DRAWINGS AND FOOTING DETAIL FOR REVEW ,AND ACCEPTANC3 PRIOR TO INSTALLATION. FACE TO FACE (N.T.S.) r- IMPERIAL TOP r- POST TOP SQ POST HINGE SQ POST SQ PICKET U-CHANNEL RAIL FINISH GRADE FULCRUM LATCH W/ STRIKE STRAP TRUSS ROD2" 3/451MM-1k SQ UPRIGHT CV HURRICANE CUT SABAL PALMETTO, 12" CANDLE '- HEIGHT MINIMUM ON ALL HURRICANE CUT PALMS 5 LAYERS NEW BURLAP, 24" WIDE (5-6) 2"X4"X18" NO. 2 PINE WOOD BATTENS SECURED WITH TWO 1/2" WIDE STEEL BANDS TENSIONED TO HOLD THE BATTENS TO THE PALM TRUNK FIRMLY. DO NOT NAIL BATTENS ALL SABAL PALMS SHALL OR ANYTHING DIRECTLY TO PALM TRUNK - BE FULLY BOOTED AND FREE OF FERN GROWTH 2"X4" NO. 2 PINE WOOD BRACE, ON EDGE, CUT ANGLE TO FIT AS REQUIRED, NAIL TO BATTEN, 6" EARTH SAUCER TOENAIL TO STAKE At GRADE. TO HOLD WATER 2"X 4" X 24" STAKE, DRIVE STAKE, TOENAIL 3" MULCH 2" X 4" BRACE ON EDGE TO STAKE, NAIL f BRACE TO BATTEN. USE 16D HOT DIP GALV. LIMIT OF SOD NAILS, THREE NAILS MINIMUM PER CONNECTION EXISTING GRADE pc GRACE <si%:i PLANTING MIX, 50% NATIVESOIL MIX, 5090 COARSE BUILDER'S SAND, ADD 2 CUPS OF _ -_ II 15-15-15, PALM FOOD PER TREE TO PLANTING X BALL PIA. - MIX At TIME OF BACKFILL ALL SABAL ROOTBALLS SHALL BE 30"X30"X30" IN SIZE MINIMUM. SAUCER BERM 5A5AL PALM PLANTING DETAIL NOT TO SCALE �-HURRICANE CUT SABAL PALMETTO, 12" CANDLE HEIGHT MNIMU M ON ALL HURRICANE CUT PALMS 13 LAYERS BURLAP FIVE 2"x4"xib" WOOD BATTENS SECURED WITH TWO 3/4" STEEL BANDS TO HOLD BATTENS N PLACE. 2"14" BRACE DO NOT NAIL BATTENS TO PALM. 3" MULCH 3" EARTH SAUCER 2"x453' STAKE TO HOLD WATER EXISTING =r FLAW 2' �n^" BACKFILL GRADE OR IMPORTED ABOVE Ex GRaoE rHr; SOIL - - 2 X BALL DIA. 3" HIGH EARTH SAUCER' , BACKFILL o : �d OR IMPORTED 20x4`AW STAKE -- - 2"x4" BRACKET LIMIT OF MULCH ` O �b4 <g 2"x4' BRACE PALM PLANTING DETAIL ADJACENT TO CONCRETE PAVING NOT TO SCALE 3" MULCH LAYER 3" EARTH SAUCER TO HOLD WATER i nr` �- 32" CINCH TIES a 211DIA LODGEPOLE STAKES DRIVEN 3' MIN. NTO SUBCsRADE 3' EARTH SAUCE! TO HOLD WATER NOT TO SCALE 2' DIAMETER LODGEPOLE STAKES, DRIVE IB" MK INTO EXISTING SOIL. 32" CINCH TIE (2) - FINISHED GRADE 6ACKFILL EXISTNG SOIL OR IMPORTEDSOIL= 2 X BALL DIA ' LI NOTE: F'ROIADE 2 LODGEPOLE STAKES -I AND CINCH TIES MR TREE BLACK ALUMINUM I PICKET GATE AT POOL MULTI -TRUNK TREE PLANTING DETAIL NOT TO SCALE NOT TO SCALE 3" EARTH SAUCER TO HOLD WATER BAdC?=1LL OR IMPORTED SOIL If 3' MULCH Ovi +-EXISTING GRADE EX GRAM K..E-i:� 5PRU5 PLANTING DETAIL NOT TO SCALE 1 ROBERT E. CANTU, R.L.A. #0000531 o W a o Q Z J F m >- m m Uj Z O Q O W Qc J 0 V a Q m W En UAW O CZ N O ? ~ E Z W W p V 0 O Z UJI Q UJ O W OW. Qw O O O O ^ a v 0 A ^ O O O O 0 rle N �+co r ;a �g °' C a � n C E �J o NA _ c0 _ •�TL L . I+w J�N C :CI) ;UA N r N. o6 m 'C ® 0: O Q Or- LL. B �. J � Q C LLJ Q�< � 0 (/) W Z LLJ C) Q O J A L�L' V W O Z Q1, a ^ CO W W F� a G y 6 - 1 5 1 4 .I. 3 1 2 1 1 TREE TO REMAIN SPECIMEN TREE 36" OR LA TREE TO BE REMOVED F j TREE PROTECTION ZONE TREE LEGEND ©■ ME No E n■ 0" 0 (SIZE)" OAK CD CEDAR MAG MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TRI E ELM POND P PINE PM PALM MP MAPLE CAM CAMPHOR E EAR FOR CONTINUATI OF CITY OPEN SP, SEE SHEET NO.' TRACT 'P DEDICATED R/W T1 10' LANDSCA PLANTINGS AND 6' HI ALONG THE WEST PARTIAL TREE REMOVAL FLAN SCALE: P = 40'-011 6 ■ 0 ■ I "A%%p I n OPEN SPACE 3 PLANTINGS 6' HIGH VINYL FENCE ALONG THE WEST ORANGE TRAIL TRACT 'M' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) AS FLAGGED 5/29/2007 2 1 1 o � W z F m m m >- m uj 0 ZZW,z �QW0:-j 0 0 a rz Q 6 I 5 I- 4 1.4v 3 1 2 1 1 TREE TO REMAIN SPECIMEN TREE 36" OR LA F TREE TO BE REMOVED �,- TREE PROTECTION ZONE m nI o■ Fans m■ z �- © m, 1— e�0 z Z 1. W Z�W Off= v (A �LLLU o0W LL PARTIAL TREE REMO SCALE: P = 40'-011 6 TREE LEGEND n" n (S17F)" nAK Ir lD A ^ lr F KA F 5 0 3 1 2 a D W Z F m m m m 0 z Z W j Z Q Z B J CL .I CL J Q cl:� W 0 � , � Q Ld LEI Q � W W LLJ O LLJ � cl:� 0 O A � V 0 % N LOCATION MAP N.T.S. a Qn vvi N OBERT E. CANTU, R.L.A. #5000531 I� 0 O� 'O La Z on m m m 0 ZLu Q W --4 0 0 a a m W W Qz OW LLJ i Z W W 4 O - L�-- 2 p � Q 3 V C) Q (n W Lai °w W Lij O C3 PC PC a a O O O O ^ 0 A A N 0 0 0 0 J i o0 Q my �a C' _ 0 F c U. o E J i _ WA a C `a � a a �LANN or a J d I _ ®W �co N r ti C O m Ic ® 0: O Q 0 O ROBERT E. CANTU, 6 LEGEND TREE TO REMAIN SPECIMEN TREE 36" OR LARGER TREE TO BE REMOVED F \ j TREE PROTECTION ZONE IN ,• IC I: Ir1 0" 0 (SIZE)" OAK CD CEDAR MAG MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TREE E ELM P PINE PM PALM MP MAPLE CAM CAMPHOR E EAR TREE PROTECTION ZONE (TYP.) 5 Fl 8% %# I 16 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) 0 9 9 PARTIAL TREE REMOVAL PLAN sue-zap.-- L4CAT1tJN MAP SCALE: P _ 40'-0" N.T.S. 0 Ill 'J 2 1 ROBERT E. CANTU, R.L.A. F m m m m uj 0 z z W > z Q W �= J Q O V a i Q p O O O ^ N 0 0 0 0 YJ tO� ,C CO O O O �v a .� d se y rU. a f- %J e E o _ � a IL a 4 y C wil W N aw cm ® ao Z CL J J �[ a„ LLI LLJ —c:QWL&, O (/) W W W 0 Lai � Q� 0 I� 0 lz O O Q G. C] tq to ITEM NUMBER IV. A. PUBLIC HEARING LEXINGTON PARK AT OCOEE PRELIMINARY/FINAL SITE PLAN --- ..+ r, _ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner DATE: August 2, 2011 SUBJECT: Lexington Park at Ocoee Preliminary/Final Large Scale Site Plan for Phase I Project # LS-2011-002 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Phase I of Lexington Park at Ocoee? BACKGROUND: The subject property is located on the southwest corner of Hackney Prairie Road and Clarke Road and is approximately 21.13 acres in size of which approximately 6.39 acres are designated as wetlands. The subject site is currently undeveloped with a variety of trees, wetlands and 100-year floodplain areas. The Future Land Use designation for the subject site is "Conservation/Floodplains" and "Medium Density Residential" which allows up to 8 dwelling units per acre. Furthermore, the requested "Assisted Living Facility" use is consistent with the Future Land Use designation. 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 Low Density Residential Orange Count A-1 Vacant Land East Medium Density Residential City of Ocoee (PUD) North: Single -Family Dwellings (Westchester) South: Townhomes(Wentworth) South Conservation/Flood lains City of Ocoe(PLID) Vacant & Water Retention Areas West Conservation/Floodplains City of Ocoee (PUD) Lake Meadow and its associated wetlands and a water retention pond owned by the City. This retention pond is currently being utilized for stormwater abatement for Clarke Road. On February 16, 2010, the City Commission reviewed and approved a Substantial Amendment to the Land Use Plan for Tract "G" (subject property) of Prairie Lake PUD. The Substantial Amendment consisted of allowing Assisted Congregated Living Facility (ACLF), Nursing Home, Two -Family Dwelling and Single -Family Dwelling as permitted uses. The Planning and Zoning Commission Meeting Date August 9, 2011 Page 2 of 3 DISCUSSION: The Lexington Park at Ocoee is proposed to be an Assisted Living Facility that includes a Memory Care component. The total project is proposed to be developed in two phases. Phase 1 will consist of a single -story 54,000 square feet Assisted Living (Memory Care) Facility and Phase II will consist of a future multi -story Assisted Living Facility expansion. This Preliminary/Final Site Plan will only be for Phase I of the development. Accordingly, Phase II will require a Preliminary/Final Site Plan in order to be approved at a future date. As shown on the Phase I Preliminary/Final Site Plan, the facility will have one full main access point at Clarke Road. This main entrance will be aligned with the existing single-family development (Westchester) across the street. To the north will be an ingress only access point that will eventually be expanded to a full access point. This northern access point will have a shared and cross -access easement for future roadway entrances for both adjacent properties. Consistent with City policy, the wetlands and associated upland buffers will not be developed and will ultimately be dedicated to the City. The applicant will be dedicating a 10 feet wide recreational trail along the City owned property in order to eventually have public access to the lake via the 8 feet wide sidewalk along the project frontage. It should be noted that the City is being requested to venture with the applicant concerning the existing City's owned water retention pond property. This venture would be consistent with the original PUD approval and associated Development Agreement. Essentially, a portion of the proposed development encroaches on the City owned property. The City will ultimately grant an ingress/egress and utility easement to the developer for utilization over the City -owned property. Future Phase II off -site improvements for the project are programmed to be a northbound left turn lane on Clarke Road for traffic entering into the site and a southbound turn lane to better facilitate traffic entering Westchester residential development. Water, sanitary sewer, reclaimed water (when available), solid waste and police & fire protection will all be provided by the City of Ocoee. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on August 2, 2011 and reviewed the Preliminary/Final Site Plan for Phase I of Lexington Park at Ocoee. There were several technical issues to be addressed from the Planning Division, Engineering Department and the City Attorney's Office that were identified in written staff comments and presented verbally. In addition, the applicant was notified of several outstanding items on the plan that need to be resolved prior to the item being scheduled for City Commission action. All of these items were discussed and changes to the plans were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary/Final Large Scale Site Plan, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. The Planning and Zoning Commission Meeting Date August 9, 2011 Page 3 of 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Large Scale Site Plan for Phase 1 of Lexington Park at Ocoee, subject to resolving the outstanding staff comments before the City Commission meeting. Attachments: Location Map; Future Land Use Map; Zoning Map; Aerial Map; Preliminary/Final Large Scale Site Plan for Phase I of Lexington Park at Ocoee. Lexington Park at Ocoee High Density (PUD) (fm\ Us e ?w&w»! Plrogress Energy /Crown Point r ! ;* Garden,Winter Fla. i 1 0 1 Garden,Lake Apopka Natural Gass 1320 S. Vineland Road Winter Fla. 34778 O Box 783007 1 • , . /' a; Water City of • - 150 North Lakeshore Drive !e- NO. 34761 r •r0M1 ll n is for re`ra zs•c a d/ 'mi ii r .# a suwey, Created on 3020It, Ce:Omght 2007. Q•a ire CmAly RWatY !+(gx- ity,A-OfO cope r +i OC6�e, Fla. 34761 (407)M905-31 00 PH nVE, m ba rq1(o"r'e r P.O. Box • Winter ri • _ r 34777 (407)-8,14-5271 Redl., irri Water: City of ocoee 1 Noith Lakelshore- Ocoee,Fla.34761 / 1 1, Ca ble Service: Brighthouse • / : c, 1 .. N 0 0.51 1 Miles Created May 15, 200 �• `�' ` •r d ®) TDate -- Revision fi ' ph, 407-682-4062 5 Drawn; GV�1�V' Date: Much 01,2011 P�roject: Lexington Pack fx. 407.682-3841 466 Weathersfield Avenue PBj5LLC Altamonte Springs, Florida327.11.4 rhwengr @ cep. .net Design,; W1 Scale: 19:50 N. Clarll:e Road - Ocoee, Fla. SITE. DATA TABLE: Parcel ID 04-22-28-0000-00-048 ZONING - P.U.D. FUTURE LAND USE - Medium Density Residential & conservation/Floodplains SJRWMD Permit No. 40-095-`95767-2 TOTAL ACRES = 21.13` Acres PHASE I - 54,000 Square Foot ASSISTED LIVING FACILITY/Mrz -e C k�F-" Total .es_5-SR Bed Count Approved = 300 o js� _ d Count Proposed = 72 � �-X 5 PHASE 11- Future A.L.F. Under seperate permit 'tc O TOTAL CONSTRUCTION AREA = Phase :1= 5.56 Acres =100% ALLOWED IMPERVIOUS AREA = 70% or 3.78 Acres PROVIDED IMPERVIOUS AREA = 2.58 Acres PROVIDED PERVIOUS AREA = 2.98 Acres MAXIMUM -BUILDING HEIGHT = Approved = 55 feet i Proposed = Approved No. of Storms = 4 Proposed No. of Stories =1 REQUIRED BUILDING SETBACKS: Front = 50, Side = 28' Rear = 26' Con3l ervation Suffer Area 50' from, Lake Meadow Normal High Water FEMA 100yyr Flood FIRM PANEL ELEV. = 84.6 - Panel No. 12095C 21 OF Sept. 25, 2009 Assisted Living Facility Parking Requirements. Required Perking; 0.25 spac s/60 beds =15 Parking Spaces Employee's =1 space/2 (20 employees) 10 Spaces Total = 35 Required Provided Perking $paces: 3 handicap 12' x 20' spaces and 415 standard 10' x 20' spaces Total 49 '.Spaces Provided F dill _ L A ! .►° •. • + e'i Soheet 18 - Phase 11 Clarke,% Road Turn Lanes Sheet 19 - Front Elevation Tale of Page, TITLE A E � i«✓ 3" � 4 � Ik€�' JUL 2 2 2011 s 7 `Sa 4.i s r JUL 2 0 2011 4 WAT W ' _ .. N I SANITARY MANHOLE _ 4 70P-52.78' IN i •N� ! SJNV.-78.88' w I�'JI �y TYPE 'J-6" INLET v _........................ SANITARY MANHOLE q0' Mtl MLVL ~•• b ^b '-. SANITARY MANHOLE TOP-89 91Y TOP=92.93' - x !' '�� TOP-92.03' S.INV=86.49' S.INV.=81.03' ... +Y - B --•� 9q' ''• SINV..82. 18 N.INV..85.90' N.INV.-81.2<' ._ 6 y - -''X' ' QM1 i N.INV.6228'15' , 5 X W.INV.-82.24' ... wv wlK .._........-...._._.._- •_'__'._.....__..._n °.R •B�ry S ' p1 X90y M 9T __.. - ... 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Q � �, o o CLOSURE 024.OAK ��• LME -1 016.OAK g12"oA#KW x oy x 030"OAK 036"OAK ?�"' x $41 x 410 0^ 028"OAK SY' F- y9 ��O x� O 012"OAK z 018.OAK n ®24"OAK410 .- p,tN � WETLANDS 'qo 028"OAK ®18"OA,Koa� + QPG�LPGG(` p' 024-OAK 44� P - 014"OAK x ,: 01 o0 fp.e to w � �j DO Ut o Off. u a0,o f z x �b NW CORNER SE 1/4� SECTION 4. T-22-Sr R-28-E WETLAND JURISDICTION LINE w v •"JAy GED BY AQUATIC G x vlP s X �• 1n - N 02'19.31" WN 04'52'50" E'L9 0 W r 35.04 52.58' .. Jr .. �,. Q y Co tl* N A�,'V) 25p5 �5 N 96 J 4},. W ..........N00'4358W-.-_ • NEW WETLAND MARKINGS N 66.58 `R 01/25/05 ' `-WETLAND o F-• r CLOSURE xo�' 0 T_ LINE k'9A 00 a° WETLANDS .... z x eb a FLOOD ZONE 'AE' BFE = 85 r LINE SE 1/4 SECTION 4. T-22-S. R-28-E N 01'29'02 E 2635.74' ` N 00 46'S5" E 967.94 NOT PLATTED WETLANDS AS FLAG SYMBIOTIS. INC. 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T-22-Sr R-28-E for RICK KOVACSIK ZTRA4CT-GINT OF COMMENCEMENT LEGAL DESCRIPTION & "LESS" PARCEL TRACT-G A portion of Section 4 and Section 9, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: SOUTH 1/4 CORNER OF SECTION 4. T-22-S, R-28-E Commence at the Southwest Comer of the Southeast % of Section 4, Township 22 South, Range 28 East, thence run N.01029'02"E., along the West Line of said Southeast % of Section 4, a distance of 350.29 feet for the POINT OF BEGINNING; thence run S.89009'24"W. a distance of 269.87 feet; SW CORNER T-22-S, R-28-E SE 1/4 OF 4 SECTION 4, thence run N.00046'55"E. a distance of 967.94 feet; thence run N.89016'02"E. a distance of 281.72 feet; thence run N.89052'06"E. a distance of 634.52 FOUND 6"X6" 'FRIES' MONUMENT feet to a pointon the West Right-of-way Line of Clarke Road; thence run S.01 01 0'07"W., along said West Right-of-way Line, a distance of 399.34 feet to the beginning of a curve concave to the East, having a radius of 3324.05 feet; thence fun Southerly, along the arc of said curve and said -West Right-of- way Line, through a central angle of 19056'58" a distance of 1157.38 feet; thence continue along the said West Right-of-way Line S.18°46S1"E. a distance of 89.13 feet; thence run S.71113'09'W. a distance of 69.54 feet; thence run S.18059'51"W. 227.07 feet; thence run N.18046'52"W. 937.11 feet; thence run N.89138'51 "W. a distance of 414.97 feet to the Point of Beginning. i LESS AND EXCEPT That portion of the Southeast'/4 and the Southwest'/. of Section 4, Township 22 South, Range 28 East, Orange County, Florida, described as follows: Commence at the South % Comer of said Section 4; thence S.89038'28"E., along the South Line of said Section 4, for 824.24 feet to the centerline of Clarke Road (Station 227+72.22); thence Northerly, along said centerline and arc of a circular curve concave Easterly, having a radius of 3274.05 feet, a chord bearing of N.G7 <016"W. and a central angle of 15001'08' for 858.23 feet (Station 236+30.45); thence S.89050'18"W., along a radial line, for 50.00 feet to the Westerly Right-of-way Line of Clarke Road and POINT OF BEGINNING; thence Northerly, along said Westerly Right-of-way Line and arc of a circular curve concave Easterly, having a radius of 3324.05 feet, a chord bearing of N.00010'59"E. and a central angle of 00041'22" for 40.00 feet; thence N.89038'41` W. for 331.07 feet; thence N.38137'37"E. for 282.78 feet; thence S.51022'23"W. for 390.00 feet; thence S.38037'37"W. for 51.49.feet; thence S.89038'41 "E. for 289.88 feet; thence S.51 °07'09"E. for 32.11 feet to the Point of Beginning. Said parcel contains 21.13 acres, more or less. SURVEY NOTES: 1) The above -described property lies in a Flood Zones AE and X, based on FIRM 12095CO210F dated 25 September 2009. 2) Bearings shown hereon are based on the West Line of the SE % of Section 9 being N.01 01 9'46"W. 3) No improvements located as a part of this survey other than as shown hereon. 4) No underground utilities were located were located as a part of this survey. 5) Wetland jurisdiction line taken from a survey by MIMS SURVEYING & MAPPING, INC. dated 16 March 2006. 6) No title work was provided to this surveyor as a part of this survey. 7) This survfy was completed on the ground on 24 March 2011. SURVEYOR" CERTIFICATE The undersigned hereby certifies that he has completed a "BOUNDARY SURVEY" of the above -described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 61 G17-06 of the Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. ITNER SURVEYING, INC. R. BLAIR KITNER- P.S.M. No. 3382 P. 0. Box 823 - Sanford, Florida 32772- (407) 322-2000 Not valid without raised seal of surveyor Revised for Spot Elevations: 7 June 2011 PROJ. NO. 08-310 I GENERAL NOTES: 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TiME OF PREPARATION OF THESE PLANS. THE EXSITING UTILITY INFORMATION SHOWN IS BASED ON THE BOUNDARY SURVEY PROVIDED BY CUMMINS SURVEYING AND MAPPING. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AREAS OF INTEREST. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING LITUTIES ,INCLUDING GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE REMOVE OR CAP AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REQUIREMENTS. . 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR APPROVAL, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR' S EXPENSE 6. ALL UTiUTY SERVICE STUB -OUTS WITHIN 5' OF BUILD N( G(S), UNLESS OTHERWISE NOTED ON PLAWATER, SANITARY INS' eta) ARE TO BE INSTALLED 7. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED El CTRIC FACILITIES. & SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL B. LABOR SAFETY REGULATIONS HALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS' SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES HALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL N UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S, DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE 'TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL HAS BE EN PROVIDED FOR THE TI E ABO VE INFORMATION REGULATIONS. TH 0 SAFETY APPLICABLE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN "ON -SITE PIPING PERMIT' (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A DULY LICENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PRIOR TO THE START OF CONSTRUCTION, THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS, THAT ARE ISSUED BY THE ENGINEER, WILL BE SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT. 10. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES 11. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. 12. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 13, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY, 14. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFILED PWITH ERCENT (98 %) MAXIMUM DENSITY ASVE CH DETERMINED ETERMINED BY AA HLAYERS DTO COMPACTED OORR TT 23 NINETY EIGHT 15. ALL DIMENSIONS ARE TO FACE OF CURB, 16. ALL DENSITIES AT UTILITY AND STORM STRUCTURES (INLET/MANHOLES WITHIN ROADWAY TO 3' IN BACK OF CURSHALL BE 98% WITHINAREAS, AND A STRUCTURES OUTSIDE PAVED AREAS PER AAHHTO-M ENT 0 (MODIFIED) IS REQ REID OF 95% FOR CLEARING AND SITE PREPARATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE, CLEARING AND/OR DEMOLITION. REFER TO THE 'EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR HALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP e TO 6' OF, GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES HALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UI1LIZD ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE, THE CONTRACTOR HALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE. 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL HALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF PROPERTY. TYPE OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR APPROVAL -- Date I Revision PAVING ANb GRADING NOTES- 1, ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER, THE OWNERS ENGINEERS, OR OWNERS SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER EXCAVATED AREAS ARE TO BE BACKFILED- WITH APPROVED MATERIALS AND COMPACTED AS SHOWN N THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATRING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. . 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNR's ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. CONTRACTOR SHALL TRIER, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE 'CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL 9. CONTRACTOR TO PROVIDE A 1/2' TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED) 10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX #17346. 11, THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIAL$ ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER, CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS, 12. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN EXISTING PRIOR TO START OF CONSTRUCTION. 13, UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. 14. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR. 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRADED TO DRAIN AWAY FROM THE BUILDINGS. TESTING A\D hSPOREQUIREM .�TS(PA V1hG%RAD IN )-:- 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER, TESTS WILL BE REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2, A QUAURED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE E THE IN -PLACE MATERIALS AS REWIRED BY THESE PLANS, THE VARIOUS AGENCIES AND PERMIT CONDITIONS SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING, STORM DRAINAGESYSTEM NOTES: 1, STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS! 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS, ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE NTH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS, WHICH ARE NOT INCLUDED IN ENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE STRUCTURES. 5, CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE NTH THE PERMITTED PLANS AND CND11IONS PRIOR TO ANY OF THE FOLLOWING. ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRASTRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY, 6. NON -MUCK GROWN SOD WILL BE UTILIZED FOR STABILIZATION OF THE PROPOSED STORMWATER RUNOFF INTO THE GROUND AND DAIS NOT RECOMMENDED FOR THE TABLITY. MUCK -GROWN SOD MAY BIE THE PERCOLA11ON F IUZA11ON OF RETENTION POND BOTTOMS. 7. ALL STORMWATER PIPE JOINTS ARE TO BE WRAPPED NTH FILTER FABRIC. 8. ALL STORM STRUCTURES ARE TO BE PLACED ON A 12' BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. 1. THE STORM. DRAINAGE PIPING SYSTEM HALL BE SUBJECT TO A VISUAL INSPEC11ON BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC, THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES, THE CONTRACTOR MAY BE REWIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES, SANITARY SYSTEM NOTES: 1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH WATER MAINS. INTALLA11ONS OF SANITARY SEWERS, FORCE MAINS AND STORM SEWERS, AT CROSSINGS OF WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, WHENEVER POSSIBLE. THE CROSSING SHALL BE ARRANGED TO THAT THE SEWER (DINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 12 INCHES MUST BE MAINTAINED AT THE CROSSINGS, WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA FOR MINIMUM SEPARATION OF 12 INCHES BETWEEN LINES, AND 10 FEET BETWEEN JOINTS; CENTRED AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN. SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN, ALL CROSSINGS HALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (i.e. PIPES CENTERED ON THE CROSSING). 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER UNE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED, THE WATER MAIN SHOULD ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN HALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (i.e. STAGGERED ,DINTS). 3. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8' DIAMETER, AND LATERALS SHALL BE A MINIMUM 6' DIAMETER. 4, ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. 5. ALL GRAVITY SEWERS MUST BE SDR 35 PVC, EXCEPT FOR PIPE DEEPER THAN 14 FEET, IN WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS HALL BE UTILIZED FOR PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3034 & ASTM F679, JOINTS SHALL COMPLY WITH ASTM D3212. 6. ALL ON -SITE PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4' DIAMETER, AND CLASS 150 DR 18 FOR 6" TO 12' DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" DIAMETER SHALL BE CLASS 200, SDR 21, IN ACCORDANCE NTH ASTM D 2241. FORCE MAIN SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK GREEN STICK -ON VINYL TAPE. FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE CLASS 52 DIP, MINIMUM 4" DIAMETER. 7. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478, 8, ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GLADES: 4' 0 2.00%; 6" ®1.D0% ; AND 8' ® 0.407. 9. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE CITY OF OCOEE UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. 10, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 11. SANITARY SEWER MAINS HALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. 12. FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE WATER MAIN. 13, ON SITE WASTEWATER COLECTiON SYSTEM AND PUMP STATION IS PRIVATELY OWNED AND MAINTAINED. 14, PLUG VALVE TO BE INSTALLED VRTiCALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. TESTING AND INSPECTION REQUIREMENTS (SANITARY);- 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S GINEER 48GINEER HOURSINDADVANCEB O SCHEDULE NSPECTION(S). THAGENCY. THE E CONTRACTOR SHALL BE RESPOSHALL NOTIFY TflE NSIBLE BLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE N INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXALTRATON TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: A, THE LEAKAGE EXRLTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. C. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION TESTS FOR ALL FLEXIBLE PIPE. TESTING IS REQUIRED AFTER THE FINAL BACKALL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM, TESTING REQUIREMENTS SPECIFY: A. NO PIPE SHALL EXCEED A DEFLECTION OF 57. B. USING A RIGID BALL OR MANDREL FOR THE DEFECTION TEST WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF. THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. 5. CONTRACTOR TO INSPECT & TEST MANHOLE FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. rWilson 466 Weathersfield Avenue Altamonte Springs, Florida 32714 WATER SYSTEM NOTES: SANITARY GRAVITY SEWER OR -_ ' MINIMUM SANITARY FORCE MAIN 6' MINIMUM WATER MAIN 1. A MINIMUM HORIZONTAL SEPARATION OF SIX (6) FEET [TEN (10) FEET PREFERRED] OUTSIDE TO OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY GRAVITY SEWER OR SANITARY FORCE MAINS. 2. A MINIMUM HORIZONTAL SEPARATION OF THREE (3) FEET OUTSIDE TO OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAINS AND STORM SEWERS OR RECLAIMED WATER LINES CARRYING UNRESTRICTED PUBLIC ACCESS REUSE WATER. MINIMUM WATER MAIN SANITARY SEWER, 6' MINIMUM STORM SEWER, OR 12' PREFERED RECLAIMED WATER 3. IN AREAS WHERE IT IS NOT PRACTICAL TO MAINTAIN THE REQUIRED SEPARATION, THE WATER MAIN MUST BE LAID iN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY GRAVITY SEWER, STORM SEWER OR.RECLAIMED WATER LINE AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT EAST SIX (6)INCHES ABOVE THE TOP OF THE OTHER UNE. 4. IF THE MINIMUM ALLOWABLE SIX (6) FOOT HORIZONTAL SEPARATION OR SIX (6) INCHES VERTICAL SEPARATION IN A SEPARATE TRENCH CANNOT BE MAINTAINED. UPGRADE THE WATER MAIN TO DUCTILE IRON IF THE OTHER LINE IS A STORM SEWER. 5. IF THE NON -CONFORMING UNE IS A GRAVITY SANITARY SEWER, AND SIX (6) FOOT HORIZONTAL SEPARATION OR SIX (6)INCHES VERTICAL SEPARATION IN A SEPARATE TRENCH CANNOT BE MAINTAINED. UPGRADE THE GRAVITY SANITARY SEWER (IF BEING NEWLY INSTALLED) TO ANNA C-900, D.R. 18 PVC AND HYDROSTATICALLY TEST IT TO 150 PSI. 6. IF THE OTHER LINE IS A RECLAIMED WATER UNE AND THE ABOVE SEPARATION REQUIREMENTS ARE NOT MET, UPGRADE THE RECLAIMED WATER LINE MATERIAL TO DUCTILE IRON OR ENCASED THE PIPE IN CONCRETE. 7. DEVIATIONS AND OTHER ALTERNATIVES SHALL BE CONSIDERED ON CASE -BY -CASE BASIS AND MUST RECEIVE SPECIFIC APPROVAL BY D.E.P. PRIOR TO IMPLEMENTATION. & THERE SHALL BE AT LEAST A SIX (6) FOOT SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS WITHOUT EXCEPTION. FIELD PROBLEMS SHALL BE REPORTED TO THE ENGINEER. SPECIAL SOLUTIONS MUST BE ACCEPTED BY D.E.P. PRIOR TO IMPLEMENTATION. 9. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE OR STORM SEWER STRUCTURE. WATER MAIN CROSSING HAZARD iZ' MINIMUM 6' MINIMUM CROSSING HAZARD (12' PREFERED) WATER MAIN 10. A MINIMUMLOFF VERTICAL SEPARATION OF SIX (6) INCHES (TWELVE (12) INCHES PREFERRED] OUTSIDE TO OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAIN, SANITARY GRAVITY SEWER, STORM SEWER OR RECLAIMED WATER LINES. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TWELVE (12) FEET BETWEEN ANY TWO JOINTS, SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 12 FEET BETWEEN ANY TWO (2) JOINTS IN LIEU OF DIP. THE SANITARY SEWER MAY BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED, TWELVE (12) FEET BETWEEN JOINTS CENTERED AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED N THE POINT OF CROSSING, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (i.e. PIPES CENTERED ON THE CROSSING). 11. WHEN THERE IS LESS THAN 6" VR11CAL CLEARANCE BETWEEN THE WATER MAIN AND STORM SEWER. THE WATER MAIN SHALL BE UPGRADED TO DUCTILE IRON, ONE FULL LENGTH OF PIPE HALL BE CENTERED AT THE POINT OF CROSSING. 11 IF THE NON -CONFORMING LINE IS A SANITARY GRAVITY SEWER WHERE THERE IS LESS THAN SIX (6) INCHES VERTICAL CLEARANCE FROM THE WATER MAIN, UPGRADE THE SANITARY GRAVITY SEWER TO AWWA C-90 D.R. 18 PVC AND HYDROSTATICALLY TEST IT TO 150 PSI. PIPE SHALL BE LOCATED SO THAT JOINTS ARE AS FAR AS POSSIBLE FROM EACH OTHER. 13. IF THE OTHER UNE IS A RECLAIMED WATER UNE AND THE ABOVE MINIMUM SEPARATION IS NOT MET, UPGRADE THE RECLAIMED WATER LINE MATERIAL TO DUCTILE IRON OR ENCASE THE PIPE IN CONCRETE. 14. SPECIAL ISTRUCTURAL SUPPORT OR CONCRETE SADDLES MAY BE NECESSARY AT THE CROSSING LOCATION. 15. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE CROSSING HAZARD. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUMIVER11CAL SEPARATION IS TWELVE (12)INCHES. 16. DEVIATIONS AND OTHER ALTERNATIVES SHALL BE CONSIDERED ON CASE- BY -CASE BASIS AND MUST RECEIVE SPECIFIC APPROVAL BY D.E.P. PRIOR TO IMPLEMENTATION. 17. THERE SHALL BE A SIX (6) INCH VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS AT CROSSINGS WITHOUT EXCEPTION. CONFLICTS WITH EXISTING ONES, WHERE IT IS NOT POSSIBLE TO MAINTAIN THE REWIRED SEPARATION,SHALL BE REPORTED TO THE ENGINEER. SPECIAL SOLUTIONS MUST BE ACCEPTED BY D.E.P. PRIOR TO IMPLEMENTATION. 18. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER. 19, CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS LAND SERVICE LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. 20. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651 AND CITY OF OCOEE WATER DEPARTMENT SPECIFICATIONS. 21. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC. AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. 22,SS000F FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT 'NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT W1THOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINESIN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILUNG, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWNG. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). SAFETY TRENCH _ CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C .F.R., S. 926.650, SUBPART. P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 23. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFILED WITH GRANULAR MATERIAL IN TWELVE INCH (12') LAYERS AND COMPACTED TO NINETY EIGHT PERCENT (98%) MAXIMUM DENSITY AS DETERMINED BY AAHTO T-99. 24. ALL UNSUITABLE MATERIALS UNDER WATER PIPES THAT IS UNDER PAVEMENT SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL COMPACTED TO NINETY-EIGHT PERCENT (98%) OF ITS MAXIMUM DENSITY AT TWO PERCENT (2.0%) MORE OR LESS OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASiMI D1557). ALL UNSUITABLE MATERIALS UNDER WATER PIPES THAT IS NOT UNDER PAVEMENT SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL COMPACTED TO NINETY-FIVE PERCENT (95%) OF ITS MAXIMUM DENSITY AT TWO PERCENT (2.0%) MORE OR LESS OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557). 25, ANY DAMAGE TO UNDERGROUND UTILITIES AND/OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 26. ALL MATERIALS AND CONSTRUCTION ARE TO BE IN ACCORDANCE NTH THE CURRENT CITY OF OCOEE STANDARDS AND SPECIFICATIONS. 27. WHERE APPLICABLE, SIX INCH (6') POLYVINYL CHLORIDE SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF ONE PERCENT (1.0%). 28. FIRE SERVICE PIPE SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE CONFORMING TO AWWA C900 NTH DIMENSION RATIO (DR) OF FOURTEEN (14) AND A MINIMUM PRESSURE CLASS OF TWO HUNDRED POUNDS PER SQUARE INCH (200 P.S.I.). WATER SERVICE PIPE SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE CONFORMING TO AWWA C900 WR DIMENSION RATIO'(DR) OF EIGHTEEN (18) AND A MINIMUM PRESSURE CLASS OF ONE HUNDRED FIFTY POUNDS PER SQUARE INCH (150 P.S.I.). ALL CITY OWNED WATERMAIN TO BE D.LP. 29. ALL WATER PIPES WITH A DIAMETER EQUAL OR LESS THAN 4' SHALL BE AWWA C-901 POLYTUBING. 30. ALL WATER PIPE SHALL BE DISINFECTED AND HYDROSTATIC ALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS C651, C600, OR M23 FOR POLYVINYL CHLORIDE AND CITY SPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE; ALL NECESSARY TESTING EQUIPMENT, PRESSURE GAUGES, WATER METERS AND FACILITIES REQUIRED FOR PRESSURE AND LEAKAGE TESTING. 31. ALL ON -SITE WATER, SANITARY SEWER AND STORMWATER IMPROVEMENTS SHALL BE INSTALLED AND MAINTAINED BY THE OWNER IN CONFORMANCE WITH THE CITY OF OCOEE STANDARDS. 32. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH NTH GRADE (CLEAN' OUT MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY N07D ON PLANS OR NOT. 33. ELECTRICAL, TELEPHONE, GAS AND CABLE TELEVISION SERVICE WILL BE PROVIDED BY THE APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL COORDINATE LOCATIONS AND SERVICES FOR THESE UTILITIES WITH THE ENTITIES INVOLVED. 34. ALL UTILITIES CONSTRUCTION CONNECTING TO THE CITY OF OCOEE SYSTEM SHALL CONFORM TO THE CITY OF OCOEE MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 35. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 36, ALL ABOVE GROUND EQUIPMENT NOT MOUNTED ON THE BUILDING MUST BE PAINTED BLACK AND SCREENED WITH LANDSCAPE, EXCEPT BACKFLOW PREVENTORS ARE TO BE COMPLETELY PAINTED THE COLOR OF THE CORRESPONDING UTLTY. POTABLE WATER IS BLUE, RECLAIMED WATER IS PURPLE, AND FIRE IS RED. i General Notes ph. 407-682-4062 fx. 407-682-3841 rhwengr @ centurylink.net WATER SYSTEM NOTES CONTINUED: 43, WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS HALL BE BACKRI ED WITH GRANULAR MATERIAL IN TWELVE INCH (12') LAYERS AND COMPACTED TO NINETY EIGHT PERCENT (987) MAXIMUM DENSITY AS DETERMINED BY AAHTO T-99. 44. ALL UNSUITABLE MATERIALS UNDER WATER PiPES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL COMPACTED TO NINETY-FIVE PERCENT (957.) OF ITS MAXIMUM DENSITY AT TWO PERCENT (2.0%) MORE OR LESS OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557). 45. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN . OUT MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. 46. A SIGN SHALL BE PLACED AT IRRIGATED AREAS WITH THE WORDS "IRRIGATION BY REUSE WATER. DO NOT DRINK". 47. CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, PRESSURE TESTS TO BE IN ACCORDANCE WITH TOWN OF LADY LAKE UTILITIES DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE OWNER'S (ENGINEER FOR CERTIFICATION PURPOSES. AS-R it T INI NFORMATiGN: AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A. SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCUTRE, 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER), 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN UNE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES. B. STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITRED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN STRUCTURES. 5. INVERT ELEVAITN AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB- OUTS. C. WATER SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE NTH MEASURMNTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. CONDITIONS OF APPROVAL 1. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity, or itself, from the application of such state legislation and nothing herein should be construed as such an exemption. 2. To the extent the Land Use Plan and these Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. 3. 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. 4. Streetlights will be installed prior to a Certificate of Completion being issued, and the cost of operations will be assumed in accordance with the provisions of the City of Ocoee Land Development Code in effect at the time of issuance of a Certificate of Completion. 5. All utilities including electrical, cable and telephone and including on -site existing overhead wires shall be laced underground. P 9 6. Any damage caused to any public roads as a result of the construction activities related to the project or any portion thereof shall be promptly repaired by the owner to the applicable government standards at the sole cost and expense of the owner. 7. The Developer is to protect and prevent any disturbance, siltation, or other construction within the conservation areas inside the 100-year flood elevation. Those areas are to be fenced off 1. during construction and silt fences installed to eliminate any possible disturbance in those areas during construction. 8. All existing structures (including buildings, power lines, existing aerial and utility facilities) and Progress Energy easements will be removed and/or terminated prior to or during construction of the development replacing those uses. 9. An emergency access easement to the retention ponds and over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of plan approval. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, to enter upon any property it does not own or take any action to repair or maintain the drainage system on the property. 10. A g� �e�� for access over all internal roadways and paved areas sh�Xdh'bbtfl� d other applicable authorities for law enforcement, fire, and other emergency services. 11. To the extent any lift stations are required on the property they will be conveyed to the City 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, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as viburnum or ligustrum. 12. All legal instruments, including but not limited to the property association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and approval prior to or at the,time of plan approval. 13, 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 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. 14. In order to ensure that as many existing trees as possible will be preserved, all road right-of- ways and retention areas will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued for site work or building construction until all trees to be preserved have been clearly marked with tree protection barriers. 15. Removal of existing trees will be limited to clearing road right-of-way and retention areas as detailed in these plans. All existing protected trees on individual lots will be evaluated at the er ' wh ether r or not each tree needs to be time a building permit is issued for that lot, to determine wtie removed. 16. The Developer shall construct appropriate curb cuts to enable access 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 wheelchairs and other persons who are physically challenged. 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. 17. The Developer shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 18. Wetland and existing surface water impact for this property is regulated by St. Johns River Water Management District ("SJRWMD") and the Florida Department of Environmental Protection ("FDEP"). General or Individual permits are required from these agencies prior to commencement of construction. 19. There shall be no access from the project to any public roads except at the approved locations shown on the plan. 20. he e n of any tract to the City, until such time as the improvements the Devel oper er shall b e responsible for the menced p q� i���a���1T P cdtft2 Maintenance of the tract. 21, Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out in the Plan. p y 22 IIRetention/DetentionBY [Building Pads shall exceed the 100yr Stage Elevation of the Ponds b 2 Feet. 23. The Landscape Buffer area along Clarke Road shall have Shade tree's planted 0 -every 50 feet with 3 understory tree's planted in between and shrubs along 100 /e of the length of the property. The tree's shall be placed at least 5 feet back from the road right-of-way 24, q$�Jj#iv 'a ss easement over all internal roadways and other paved areas ' of Oc oee and other ap plicable auth orities for law k�clt Y enforcement, fire and other emergency services at the time of plan approval. 25. All drainage and utility easements shall be dedicated to the perpetual use of the public at the time of final plan approval. 26. No person shall undertake land clearing or the removal of any protected tree without first obtaining a permit from the building department, The removal of protected trees shall be minimized to the extent possible and no authorization shall be granted to remove a tree if a developer has failed to take reasonable measures to preserve trees on the site. 27, Reclaimed water shall be used for irrigation purposes. 28. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Land Development Code. 29. 1 Stormwatet Nclifties shall be designed with no greater than 5:1 side slopes to 2 feet below the NWL so as not to require fencing or shall be designed with decorative structural wails or decorative railings. 30. All landscape areas will be irrigated and have an automatic rain sensor. 31. All outside electrical, telephone, cable; and gas equipment shall be placed as close to the building as possible and screened with landscaping. if mounted on building then the same color of the building will apply. 34ain ���y{�ry�(Ou"ovided and installed by the Developer and owned and ame06yTfT'e City $ #doL 33. This preliminary site plan is applicable to Phase I of the project only. The developer will be required to submit a preliminary/final site plan for Phase it of the Lexington Park at Ocoee for approval by the City before additional development will be permitted. 34. All site lighting within the parking, Pedestrian, Landscape, Service and Driveway areas shall not exceed the average illuminance of 2.5 to a Max. of 7.5 foot candle power on ground. 35. It is the responsibility of the Contractor to Field Verify'Existing'Conditions before construction commences. All dimensions are to be field verified against existing conditions. 36. No obstruction to vehicle and pedestrian traffic shall be erected or constructed on the entrance roadway provided that temporary obstructions of short duration will be permitted for maintenance purposes, so long as such maintenance does not preclude reasonable access to the City property during the normal operating hours of business operations. 37. 'Parking on the entrance way road and any extension thereof is prohibited. 38. Compliance with all applicable laws, rules, regulations requirements of ublic authority, with respect to the :and qu p ty, p use and maintenance of the entrance roadway is required. SAll Retainin Wal is a to be constructed w ith a Decorative: g Block te,e Stucco or Split Face Block or Stackable Block Systeo. e,fSTe„„& 40. All Signage for the project shall comply with all adopted City of Ocoee signage regulations. A seperate building permit will be required or any sign installation. . (E3PRfIVATE ACCESS, ROAD THROUGH THE PROPERTY, IS A ROAD OWNED AND MAINTAINED BY THE PROPERTY'OWNER'S , WITH ACCESS EASEMENTS RANTED TO THE CITY OF OCOEE. 42 he City owned retention•pond tract and access road ss the portion to be conveyed to the Developer or owner) will be incorporated' by the Developer into the final subdivision plan and plat as a separate tract owned by the. City. The final subdivision plan will provide that the City will grant on'the plat an ingress/egress easement for the proposed project roadway which crosses the City owned land. The City will join in the execution of the plat for this purpose. * 43. Notwithstanding the conveyance of any tract or easementto the City, Until such time as improvements contemplated for said tract are commenced, the Developershall be responsible for maintenance of said tract or easement area. * 44.Ownershall repair any damage to public sidewalks damaged by Tree Roots Originating from the property. Conditions of Approval Drawn: GWW Date: March07,2011 Project: Lexington Park Title of Page: Ronald H. Wilson,"�P.E. Lise. No. 971- Sheet 4 PRJ LLC Conditions of Approval JUL 2 41 l Design: RHW Scale: 1950 N. Clarke Road - Ocoee, Fla. and General Notes Signature: g/,i/,/"/.�, JUL 2 a 2011 V, � , , , , -) t I ­ I I- ­­­ I I T. of C. 96.33 1 0 9. U9 %­ VA. 0 g " \ / � I " ,��, - _11 I I 1� �� , ,--' (�", 11,� 1�, \ , - I �', 11"lliN."JA �").!­ --I \1, '. I * I � � I , -- 11 I I I I � I I , --- � , � , I ­� � I I i 1 , . , � ­ I " I ��, , , __:_ I :; I ­�- � i � j, - - , , F, 1,10\N i I I I 0 . 1, � � I I I ''I, I cl�t I : , ,,, 1, � I � Colic. RtIbble, it t I ( I � -� . i " 13 F Sheet I 1-1 . 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I I I 1 I , 1 , t, I ) 'lev. = 90,0 '' i I � I I I I z � I I I 11 I f I 1 I 1 i , � I � . � 90.33 � _P_ I I : i I . , I �, I � // 5 , I 1 I I i 1 � : � . -) � % , , / I � . it i I t I I 1 0, - I 7-,1 � i I � I i 1 , 1 shect Flow On 1 111v I .,Ic\,, = 88 \ - I q 90.,q I 1 , "90.83 ,,�� I ,� �, , , ; i" I i It 1 � I i [ 1 � I I I ,� .____ ­__. - I ­ I .__ ___ ,� I / I I t 1, � I I I- I I .. , , I � 1, 1, I � t i � / I � I I I I \ I" � , 1 I 1 I I //_ - -, __ _ � ; ) I 11 � � I i I i r . 0 1, , - __ - __ - - ] - I \ � ; ,:� 11 I % I �, . i � , -_ � 1 1 1 � , I 1, 11 EntrilrWence sedlitintent Continol Syclem Inaltallaillion - Drive, pod [ft the gnturd until the ioriting to appritixtati I � ,�%,/ � " i ) I i - - I I I I � , \�,✓ / � 1� 1, - \ 1� 1% . I / i 1, ,90.5 91.0 1 � - I I 5_'- 15" R.C.R, I I �, 6 1 11 \ � - '' I I , I � i , �: i I "I i I 1, I -11 7­­ -_ 1, ; I I" t �o ,� i , I � v �� "I I , i � i i � AREA NOT DISTURBED -Aporox. 11.0lAcres MairWence, installation Is quick and easy; no special skills or 2' Invin the ftench baft". - � � , , � � � , 1 " 0 \ , I � I � I , f , , , � I , I -, I , �, I 1, I I 1 � -� ) . - * Lay trio we -in lisp of the fattric Iry the troltorn of tea 09I t . � t ;� I I I -__i ' %�, K , I 'S/VV 90.83 � 1 90 3 - � \ , I � " , I t i � I I � , ; 9 /. I I I - \ I i - , situ"vent we required. There am sorm simple but Importer" step T' // �� ':�,, �v 90. - .90.5 1 � I -, i _____�.______� . of C. 91,33 O� I -1 to t1i to ansurs, correct 11mrstralance Installation: bei the Reach, and tamp the toll, Too -In can 13190 be I i %,\,g., / 'L �," - "I 11 �11 _­ - " " �p , , `� Wet Retention P6nd i i I � I - - I - i I . I "I �� "I 1, 0 90.8,3 " ,\ , �0 , ", L 11 11 � _1___L_�­ ! _____� SILT FENCE - Ili Mirall Around Construction Area 6 ExcovabaW m Virenchaking "llow parfirristard the site WOMOWledbylar"ftftftWomurdromhedgmnd I � I I I I � , , I I Z t [ I _ � I -& / �� " I I I - _ - , I I _� I � , _1 I - � \ ', \ I I— � I I , I I , I and Oiling and fornlying wil over the flop at the rasa of T. of . 91. / -- --I'- I � I � I � it, I i ' 6 Unroll Envircifentre one section at a tirna avid position ports I � \ " I __ 'I'll I \ , t I i , , , , r I , . 1� 1, 1 91.01 --- " \ "J, i 1 I I , - � __ � ­, 1-11 the sliuchni I 12, 1, I �, , - I I � , i Irl !, I � 1 � , 1 � , �, - , against this doornstream visa of the trench: Floinforcenient I I i I I I, , __', 1, I 'O"! 1 1 , " P , [•1, '', I - � ---_ - __ -SIW 91.3 1, ­-, ,- � I 1, C, , ) i � 1 1 1 t ) I t ; r I I �'� __ � ""'1121 , , - 11 � � , I � // " III � , 11 f- " � 3' , I - l 11 -11 �; I (0 I v � ­ - , % I � I I - - ''I neffing must be on the claw"rearn We of flow direction. - ion 111miWome sections as shom oloam. 11 � --- I � 090.3, - -_ - ,- T�,of C. 92.53 "'6 1 , ,, I , ,!�, % i ALUM. SYSTEM - None I !I 0, --A--R I � I � i / t � i_-1 __ I--) , j �� � -,:" i 1.0, , 91 00 I - � I i ,_ N /1 � � � � � I i ]11, , I i - I I , _1 . . (,).,-!, 1� , I , " ' i I I I I I �,­ , I I � _-_1 - I � I "I'll ,�. . / � � I , I I � I � I I - I I -,9 - ___ to __ - i I 11 "09 11 , � I , L � I i I I � , I ; � I - i � , i � L i - I - The M ran Warmly � Type "C" Inlet �! "I I 0 1 'L � � , i � � � ,I I I I " , r 7 . Mlmfl Inc Is the largest geateri marketing company in Nomh , � i . ( i �' �;_ 1___,: ) I i � products to to free from detects In material and , I , � I li�, 1 OA1\ I � � 1 1 : � " America whose business facilities totally on a complete Una of , - I sr ,N% � 1 - , � , , � _­ � -_ - 11 - I t , 1 90. 1 � _11 � i I I __­­_, I [Top 1. lev. = 91.5' 11 '�, 0 , f116 � ---,--!Fi P, 9 - ... " 1 �,! 1 1 - I __111__­­ �� � 0 " - .$ ,, __ - - I � i - , POLYACRYLAMIDE - None Milrall Inc Warrants its � - __ _ , - ---I 11N�, 3I I-V -oar i . I I _1 � I I � TV 340 I'Pifter , -11 .. I t W JL� - - � 9 , I I � I � I I I I ­ 1-1 ­ I 1­ getatechnical products for the construction lndusfry� wortntarship when dothrored to filliall'o is Well further I . warrants that Its products confirm to the specifficinforts published In I N Z)' '�� Wall Drain I - - , � 4 6 '1 I ') A� I � ' I I WETLANDS - Not Located In Construction Area - 50' Buffer Required As "The company that started att, industry," Mitaft devotes Mfrafi)actnMeMeaftmhmtfaUWpimWIsdoWhoordmM I L� � 11 I i I I � I , I , i" , , i ___ __ , _� I:-- - I- _. �_) , I I , r � I , Holes Re cared I _\ I ,C",­ I , - L ,ii , � 11 ;�: I - ... I 1, . -, _� , I � I , 11 , ­­ � I I C�1111 � I� ------ , . Grnt _� I � 11 I ii, I I I - Its research, development, and manufacturing expertise to mwowo4wwmdspwnczdbmwwmwwmmg�"anotwoomma , - � I I � , Fabric Under ate 3i - I I "I I during Construction designing products that provide sedimentation control, soil b*mh%lebnlhopmdW.MwMvMmplhcoth*pD" withoulcharga -11 --- _ 1 � 11 I I I I . , TNPc "C" Curb- --- -- - - I "'11111 -11, --- , " 1, I � � - I I I , - 89 a -1 __ I ��J /, Inv. Elev =87 -51 ,, - - t, ( , , � - - N 1 90.31 0 - ! I i 1, 11 � I _­ __ I Y� � 1, - �,o I I � r I \ , 9,�. 0 �,� i X 111 I � I , reinforcement, subsurface drainage. and erosion control. Milraft to out cutforner or refund the purchase once of Mirall's election. 1% 0 t - I L'9033 � 1: I � I Ij, � ! . , "I �­ I I / I I I SURFACE WATERS - Existing Lake Meadow is a recopized lisai In developing Innovative apolcallons for RWachVftpfodudofobWlnlngomhnWuethebuyw'gso f i I - ­ \ I I ( i I I 1, , __ I \�, \ " I , 1 � I , I "ir ; As products through close consuftation with archillects. er4mears, fors breach. and Mrall will not be Rafole Iw any consequatrillial darrage � � ` - _ ,, , vi - I, t � I Is emody � . , I I -, � � � , ', 90.5 - -, " --- I , I 1 1 I , T. C I I " a � I s. � ----- -- ___� -_ I I 1! I . , , _�) 1��, I � __ - __ i i I __, , , , oll __ - . 90 ..... - , I f I I 4 C. 91. I I -�� 1, I -1 I ..... . 0 I I I I I _­ I �0 j� I 1 ! t 1, I ,� I I , � : athlbutinflo do= his t7ldexclushteandinplacts I I ) I I , ! i K � i �L and contiectom i I= I I I \% - .8 li -3 � I I I I � � I -1 , I ,-,, ,:I, . 11 : I", we ,,I \ I I i I 1 1, 1 89.83 . PB ! I I of 00 o1he ans e=,x n Mirrallintiftwenoolhor I . 00 , 1-at", ....... > , ; : - I G I , � I I i I I t,.:! 1 I- i OUTFALL TO SURFACE WATERS OFFSITE - (3) Weir's Mimi Ina The company that Maned an Industry. I , - � 1, I \ � % � 1, � I � i i 1 I " I - I - , � , ­__ I - - - - t , , _j " I t � � I - 1.11 �. I 1, - " I I - I ! I I I I. "I .___� I " � � ! "I" I � ). I / ; :_ I ­ ­ warranty as to Its products I J_ i � I I 11 I - 1 2 1 - i t \1 . ' = �832r, I I ' " Top Elev. = 87.5 � i , , � . , � , � - , I I ; I I ; \1 __ � i hsvA � ,-, ��! � I � " I I ___ I I '\ ,--- � I � 1, 11 11 1, - I i I.1 - .7 - ________ I I I , ' , � �46�. � �,., I I � 11 I I I " --- _ Inv. Elev. = 85,0 T. of C. 90. 13 6��J 5,, 1 R� . 9 � ,I�J' 9 0.33 " I ID " - - � ��s 1 1 , � t I r I I � � / - i I _j I f' I I - 1, ii I- I I " I � I � ` 90.5 1 % � I i_i� - ; 1 � I,�I, - �,', ! I %, " ­� I � I . I , i I ! I I , t , I ! _­ I 1 , , t I I � .� V I - 1 ,) ) � \ ��� � �11 I " --Typar � � I � , ­' 1 "I I 'L �� SILT FENCE INSTALLATION 11 t it C __­­___ 3-401 � '11' �_ 9 -3��' 0 - -, � , - -); "I - . `i go () ,S,1&1!90,3_-�,,�,�< I � 1, I . I I I I . ,,-- _:___ I I I -V% c,,., � �, AK, � I , .1. DESCRIPTION - Construct a parking, roadway and new building ohsite I � I . , 1 4 'I'll I I , I � f I I - I ! It i r " i I 1, , I q �, r I i ! � I � I 0 \1 1, 1 t 1 1 I t I ; ,_ Ikl� I I 1\ .1 .- �- � 9�1 .o \% - '1­1.�­,� � I I ; I ( q : 'i . "I I ,-,, .,p , 1 � - � ell, - -, - a-bric Und, q. �r I .11 i I .��_, � , 11 � ifl to __ F e t 11 � :)_ 1- f [iL 1 � � '' -;' L ''' I i I - " 11 . 11" __ __ -, %, 0 00.83 VL _�A 1­1 i, I ; 1 : f .''),I - CONSTRUCTION SEQUENCE - 1. Roadway I I - I i I � i -,- - --- _, , I 11 I - - 11 , � I I r ''_ � ---I-,-- � - .1 " 1_1 ' \ %1-71 1 t 11 - _.___­ Denotes Mirafi 1'. of C. 89. i , -90.83 " �1.0 I - � - ;------------ ­­J --.--. Vu.0 t , - -,-- 71 , : I � I 1 I `1_,;� ( �1 � - - __ - --- ___ 2. Building 1p [ I 11 I ) % i - I I , � I -i � t __ 0 '10) � - -, " I C, I Wall Drain ,� \ � � I I , i I � I - ) i - " I I I I " -, ­ � I 1 I t i I -1 I- i ,­ ---- 3. Sidewalk 100X Silt Fence \�_ � �, \� 't I e - ­­ I --- I __,�, I Holes ReqUired " � I I -1 I "'O, " T - - " '90.5 1 0.33 '�! , I li I I ) I 11-1 I 4. Stabilized Grass Parking " I - I � "I I 11 �01 ` - I r � ­ I ­1____ I 1 I 1 �11 *0 ,-t,,- C�t 7J­_ t, i I I I �� -� I 11 r I _11 I I _�11 L, I r I 0 __ , I I I i I " I , "C', ,Q t". _�, I I I � I ,,��:_�' 9 �%, � i I i 1 1 i rt �' � -Typar 3401 Filter Fabric Under 11 \ i I I I , i i Type 7 � _. ��e `10 I I --; i � 1 1 � I / 1[ �1 - �, I 0, :11 I , " .0 0 , , ____ 91.0 J T I i 6 ,I I 1 I I I i I \ ,� ­ �,� ! ;I, , � ,,t , . , , I " " I �, I FN-p6'1 I islet ( ell-) ,,- I 1 - I �,! . I I I I! Curb ''I , I � - ' . I ,�o �, 11" � I 1: I I i IiI � SOILS TYPE - Bassinger Find. Sand Grate . I I - " - - o 90.0 � ,,, "' __­q � ) ! : I . liv I _1 \ 11, � , ,,' 90.33 ,_ - I i 1 1 1 1 I � _­_ ) _11 I 1 3 1, Candler -Apopka Fine Sand I ­ , 11 I I 0 � 0 1 . 5 1, / ", � � i . � I 11, )p ,lc\7.=87.- ,- * �, I , - I I I I I 1, . " � I 1I I ' a .33 � I H zi I I I I I I . T. of C. 8813 -1,'4 ,? I � � I . I I 0�� �_� I I I I I � � � �� Inv I rev. = 85.0 1 ­ --' , N St. Johns Find'Sand I I � I 1 I , . - , I I � I I - ___ __ ____ ___ __ - - - __ . , , '13 1 I'll I ;> I 1�1 �,1 \, I \o SM 90.3 1 _ --- I _", - 3 I 1 � � i i vl I �. I Tavares Fine Sand , 90.� \11 � 1 I ! 1 1 �, I I I I I ill I 0 q�� I \ 1, 1, " ­ % I _1� I i � t I i Z , , Tavares.Millho'pper Fine Sand 11 �� * "`,�� , " - � I 1 _-) )I k � , , � � , I � � L I r I I I I \ � \ I 11, I I ! r" , I I � , ptvv 8 . � I t I I -) __1 !L­C-Ji� .� I I I � � , � % r-�,�,,., 11 " I ­­­­ I , I i I I t i - � I I I L - 11 " __ - - - I I -Nome required I I L - - 90.3-1 1 r � , \ I 1, � " � 1 1 � 71 . DEWATEMNG i � \ I , , I 111 � i I 1 1- 11ii I I � i - , lill I 1 88.5 \ � �03_____� 1.0 I � Rctcl�ti()'n Pond �Jl 1 1 1 11; i�l I I ' 9 � I ) I I I 11 I I I I I I I , �_1/ � I - " BMP DESCRIPTION - See Notes this Sheet _ I - I � � / ; I __1 I,- T : t ; '� ,.' �j I-' - _�­ i��, f-I ­ , , I ,. ­- 11 , - �z __ [ I- , ___� I I I'--- I . I ( I , , , do - I . . 1 -7--, � I 0 1 - - - - I I � �� , , ! :1 1 , , � I -,I:It I � � iii t � I ) , �� 1; - , , I , / " , � 1 1 .I - � l I fli I I �� I I � , I '. '1� ------ , , � ", I 1 11 i 1� Inlet I 88.Co E MI � � � � 0 , 00 '0 I - __ I I- I i ,� 1 4 Filter � " / 1.�� I !­ -1 I PERMANENT STABILIZATION - Stabilized soils with Sod and Landscaping _L_� ; - Q " 9 1, � ''"I, X , __ I � i ft ! I r I .. I I � �6 i � 1, 10 \ . I 11 " I I - , .1 I � i �i� , I i ,i I.'' I I - I I [�li % I , I , , ­ � i I � � I", J , I 210'- 18' :t I --- I / '' � I I I ­_ I \ � � I - I � -, __ i i i I � � .� - , ___________,� , , � ; : ; i 1 � e_ , ]l - 11, , I \ I I "I - 11 I "! I ,TI , I � I w_� 1 1 ,r �y , I ,pat 3 __ , D), ___ I " / - 11 i 1 1 I � I 01 "�, � 0 , - 1_��, I I I" � ___ ------- ; , I I I 11, , \ h s\M = 83.25 ,-,---- I X - ­, � i , � I - PERMANENT STORMWATER MANAGMENT - 2 Dry Ponds and One Wet Pond ... � � , I , i i � l I 1. "I � ___�� I , - � � e - � � , '­ i-;,- - i i A I * [_ 1Z. 1, -_----I:,__ -/_ - , , 'I' , � � % � I � - , , :1 . 1 . , [ I ­111-1-1 ..----... ­ __ - __ , _-, ,,_� \ -ii " I � , 1 � , �- __ , , � I � -1 I I I I I I ' I I i \ � �, ­ I - I - I , :1 _ —� I , , "V Inlet I I I . I . . I __ a - -i, -,t A 11 I , I -1 t; Vi ", I 1 , I i ��t — "I I i 7' < I J t ,! __�� 1, i� I1, � , I ��� , - I � - . � POTENTIAL POLLUTIONS DURING CONSTRUCTION -Petroleum from equipment leakage, , 'I , � - I [ t 1 TN ,- , � J i , 1 - _�� I I �1� __ -C.1'. 1 T"c U der Grate %� � --��,',Ij,�-Lf, I Inlet Protection - I -[I I �, � I0 -1 i 5, _ - li, I ... 11111-11111-- - I , 1 _� I ,!� _ , � Holes Required "717)c �� I � " I - - -1 '_ - I 3 1 - I , i­: --- --- ­ ­­ ­ I I Z I � i I � I ,I % 11, 11 , I � 90.33 ... I - 'e; I I , _­ ''_ ,,, I I I - -1 �',, I ­­_ 1, - _1 I t � , , I 1­1 - I ... _ -, I I t � , i i I " - ). ,� Top I JcN'Ir. = 89.5 i ------- \ I _-, I I - , , , I �! , - � ­ Dust, Standard Construction trash I "' __ I - � . , ; I ". , , i_ � I ! n1s. \ "I I --- � I -11, - 1111 11 I - __1____­_7 1 � I "I , , I ;__ __11___,___._______i--- �--� I - 1, - - I % � � I I �� , 1, , , � i "' 90 ' , - '-,- I ��< , ` - , T 1-1 - 'C'�_ '� 6 - -C ' \ '3� i I 90" " , �� ���-o � I it O� I � � ; / I I \ ! ! 1� 'I i I _- � !____� .1 I 0 ` b LI-1_,_. i i I ' , 9 " 7: L;� �­ ' � - r ' It-er - le� - a, __ I 4Z . - - I r G-O- r�ql t]�, I " 11 o 09 I I I e , L . �9 83 1 �\ I I > c, ik!­-Av,.,a I �1 ", 0 Holes"'O _ ", 0 4: ? 4, �0 0 �� I .0 � � 1, i 'U6_33 7 1 . � - ", I � r �8 . 1 1 X i ' � - - I i ' I/ I � _' I ___� i � � 4 = 83.25 _r �� � � _ I , �I 1 19 �_ ___ - Ii "�__ - _'i _, I _ ,l I � I I I I tii\,. Fled,.. =86J " i) �, � I 1, _,,-� --- - 1, 11,11, "I I -1 I I---- -- INSPECTIONS: After Each Rainfall greater than D.5 Inches-Raln-0auge-required on'site I t I 87,5 - 1, I I - , I " I % I � ___�, , 11� I , I t � �i I I - - __ ._______ I � � 1 , � 1� I. "C" Met - 3'\ ' � --- ---- ­­ � � "', , - 11 , I : mitcred F'lld Se6lioft:� � - I I—- ... _­_­­'­ ­­11111- .--- � - 1� , __ " �� ! I I I -114 \ , �\ (�', - �� / I Inv. E'l. I I - -1 I , � � , �) - � =�, 4_5 1 1�:_ - I - I I I ­1_____----­ I i L \ . " �Ie�� I ,,, ­­I_11�1__.. ­­ii - __ I _­­­ � _ " . , , [I ,I, I I C!) I I I I I -_ I 1, I V I Inv. F'Icv. =85.0 i�, I 1, " ( \o I I / I I I __ �� - - I'- � "I \.,__ � 11 I � �- I __ _. I --- - _­___­­1_­­­__ _ - 1, I " I - � - I " I I - Cnl') i 1111 I 88�0�_ `�� ''I ---? 90.3� \ GENERAL NOTES �Pc C I -------- 1- I �, I t, _,��,_ ,9 - �11 90.6 '11,\ -, -1 I ,� (I- ; 1J ,_ - �I,f� , IN ,Z�* , I " 1)..� � 1, �-, 11-- �� I I" I , I I I 1% I I .&, I C� I q,� 111�\\ , ", � , I I ,� I � - % 11 I -le, I 1, I , � I Coll . I - 1- I ­0 \ 0 - /V wo ic' Rubble - I - ___ I I—' li I \ 11 - 1, Paved Roadway is to be swept Clean at the end of every day 1. A Soil Tracking Prevention Device (STPD) shollbe constructed at , I e - I I I I � , I- I �_ ill I __ �, 1, --sw 1, " I I I � - �- I � " � % � \ I \ I _� , ____� , I , _11 __ , ­- �_ I , I,- _rl' I " I ­ - 1, I - 1- I ­ 11�1 � �, , � � I 1. � 11 ­11 - I I I � � _", locations designated by the engineer for points of egress from :1 I ,.* .... ... - - � I I I ION -or 3401 Filiel I I I I') \ ii % % � % 1� -SN,V'88.8 90.33 1 " _-, � " __ I I - 1 � 1 1 , "I I ­ � ­ __ � ��, � � I 1, 11 � � unstabihized areas of the project to public roods where off -site L - __ I I ____, - , I I r I-, . I I I � t , I I \1 I - - � � - - " 11 I I , 11, I I I / 11 "I i I I - -, ,� .1 I I 1, I - tracking of mud could occur. Traffic from unstabilized areas of � , 8,30 , I -, I I " - __ I I , � t, __ ____ - " I 1, — I " o I ,lbric I i I .11 I Traffic Control is the responsibility of the contractor 1"L 1 02- - I 1. _1 _-1--_ , 11 _ __­1 — I e_, __11 -, '' ��,� I I I ,,, � - I I I 9x� I i I !;, i , 1I I " I � -1 I I I " I I "I 11 I 1� I I 11 � I 1� I I I I I ,,, 1 �, , I It , l� I; ) � Z :�,__ , -I I , ; , � , I F 11 the A � // A directed I 1� - I � ill, 11 , I �, I I - , I" I- i I I I I I ) I t - 1, e construction proi.c s a e ec 6 ru a . carriers, i 1 \, 1!1 , "li ,__ , � I :, I 11 \ I I I � I � � I 11 , , 1 -, ,I ­ I � I _:_L - _ '____________ __ . 1 I , ", I I - 1 1 - ! I, I I (- !1 1 .- I I I i", I" : A �, %, 11,� I I , ,��- , _: -- - � 11 1- , �, 1-1 I I - - - - I I '. � ... - , _'-, I / I � � "'i x _'' )" � / ;1 -, � I I - ___ - ­­ ... - " __ � :,_� ''I - -1, flogging, or other positive means shallbe used as required to limit I- - , C ", " I I I'-,.,- - �� , I I � �i�hn _i­ - - - ,I � I 1- - I 1 1, ,__­ - -_ I % � I t ,� , -- � - '11- , , � Ill � , 885 � , , " � � \ I I ,� I -, - I I I , I I --- - I I,---- -, I - � - I-[ - -1-1 " - I I � [- '' -7 1 -, -, " � 1 1 (- and direct vehicular egress across the STPD. " _ I 11 "I' , � , I " " -oa t �, - I i !\\ �, 7, 1 , __ ,)- __ I ,_,��_ �, 1_1 C, �� Enci lelit I I ... I !� I - �L ( I , o I I , _ , 1 ", r 1, -, :, __ I 1, I �11 7��, ---- - I I / 1, I ;, -1 - I I I � -,-� � , � , I I I � I r ;�,- ,_! , , I- --- � ,� ,� I / ­ i! _- - - � , �, - , )0�- , % - , , � / - ­- I 11 -, ­ -, I I J! Z\ r I - � I " ) i 1 � 7� - - I I \k \1 ___ " - -­ I I 11 I "I , i I 1-1 I I I I/ I 1, - I 't ­ ­_ I ­ - 1- ', --- 7,�_ 1 1 _1 -, 11 � I . _1 _­ I / I I 1 , - - _ - " I I - - - �. 2. The Contractor may propose an alternative technique to minimize I ­ - I I -1 , , � I - , __ - I'll, � I I I I i - I 11 I "" _­ ­1111 . I , � , - - ; -,' ! � i I I I W , - , ., " 1`1 00yr/ Flood !, .11 _­- - ____ I - _� I S/, '" - I � I - � -- - __ , , off -site tracking of sediment. The alternative must be reviewed arid �il I 1 8 . ��, �_, - - I � I 1 �61 " 11 " I "I I'll ''I ;1 I I f � '' r I - I " ___ __ 11 I I I I "I - ----- -- __ USE 'Maintenance of Traffic FDOT INDEX 603 I , SNV, 80. , I " 11,: , I I i l \\ _1 _­ - I I �) - " - % I 1� I , r � 11 I/ . 1, ,� / /I Till Area, - -1 I ---, __ � ------- ---- - - � I I ­11 - - _ approved by the Engineer prior to its use. � - 'i 1 1 , , 1) - I , - el 11 I I , , I . / I - - -1 i I I I I � ,Q 1'.� - , -I �:" , I i , � I , . � , , -, I -\\ - - - - ­ 1, t � , - :: ,��, I I I /I ,� ! I � -1 11 � I 1, I I I � . - , - - -!-�! - ", -4 - ,� � ''I - I'll Z I 11 � i � l�, 1,348 S.E I ' ' __ --- - I',, I I ( ­ 1, ­_ . - � I _1 - I , \ I I / I I I ''I. . � - � ,--' I \ I" , 1, ,� , ' P1, , ��' - I _/ Z/_ - - . I / I " J__ , I I - [- I - I 1­ , I J. Allmoterials spilled, dropped, or tracked onto public roads (including � � � ( __Z­ ,I / i -) I __ , ­- I I � , \ � I I � \ - I I " , 11 I r I I ] 1 ill Ill' I I - ': % r I � _. , . I 11 I I , \ I J -' I I 1 I [ - I I I I I "I ,, I ­_ the STPD aggregate and construction mud) shollbe removed daily, or I � � ' - I " I I I I , '� ; , Colic. RLIbble I / I - I I 1� . ­�", I I � � 1, , oil 1, , I I I . I more frequently if so directed by the Engineer. t - I ' ' 11 ' , , I F"'Ild secti , ! i . _: i� I " I \ I ­ I _­_ I 11 t // ,I 1 3 E. F,' , 1 � 1, 11 - _­__­_­­____.,1 ,� - �, - ii'l/l< I I" I I , ,---I ­­ I , 5 - PB-2 ', /Z I 11 I I/ I � 50'- 2.4" R�C.p, I--- -- I I c " 1�11A - , , � I 1 � I " I I -,,,�/ I � , � I I _ ---- ___ _;_ ----,. _­__ _'i i 1-i ­ --- I I ,­ � � - hswt = 8�,5�� 1� ' , r 'InN7. El. = 86.0 1 - '1401 Filter I I I I 1 1 i l I � --I r- � %\ '' 11 �/ I " over I I � I , I I 1 , - I I -­ i I I , I I I I --- ____.__­__ __,_________, . 1, 1 I 11 11 I - , - / I I I 1� --- I I I & _ I I / ,11 , , I � I I 1, 1 4. Aggregates shollbe as described in Section 901 excluding 901-2.3. ___ - - ­l � t i, I I � I " I I , , `)<1 �. I � I / / � , I I I I � Aggregates shollbe FDOT size *1. It this size is not available, the - - ____ - -1 - � - ,� I % "ibric � � I I I 11 . ­ ­__ I I __ - , , I r" 11 I , 11 / / ,� .1 I I , I I I " I , � " � . I -ed 1,.'lld ,�"cctioll i I 1­ � I I , I I .1 , � I I I'll I I I M*tci - - 'I � � - i � �-�",'18"OAK Retention Pond I �/ , - I I, I I I I I I - _" I � next ovot7oble smaller size aggregate may be substltuted with the � - � � `� ; -1, I I I 11 I , I � I / I r I -� i� � i � �, . - I I " I 11 1, "I '. . I ,� ,�i / � I I I I I I I I I I approval of the Engineer. Sizes containing excessive small aggregate � Inv. E'L = 84.5 1 - .I- -,,,,,,, 2 4 � 0 A K, t � 1 �, I I I , , I _ - --­ ­- -- �- -­ ­ - I i I I I � I I I I 11 X ,/1 willtrack off the project and are unsuitable. I I I I I I "I I � I , I � , I I I I I I I I I I I 1, I I - ; � l � � � � � "I " " 11 , , I I , i I I "I " Colic, RLIbbIC ­1 i i'r) � � � ! �, ,'I � I - '11: I , I I I" I " ,,,­,�� I I " t , I , I - . " I I I " - (_� I I I I I I � �, I I � .1 I I 11� 1, I 11 I 11 - 11 I 11 - I I ­1 I J I � - i>.., I I I I , / � / / � I 1 _­� � t", I I 1, . R! . 5. The sediment pit should provide a retention volume of 3600 cubic - 1 la" I � , I I I 11 I I I , , , I I I I I I /I , I I ­ r 1-1 I I I 1, I �, I � I ovel-3-401 1_�'iltcr­ I i � icb, I I-) I I /,/� 1 I / _1I I I EROSION AND EDIMENI CQ - feetlacre of surface area draining to the pit. / I! I� , I ,,- "I I I/�,-1I 11I I/I"I I�I 1, REPARED BY THE CONTRACTOR AND When the STPO is isolated from other drainage crecs, the following Fabric I 1 6PB-- ,,�,-,; i � , OAK " 1�b* , , I 11 I I I I AN EROS16N CONTROL PLAN SHALL BE PI - I I " , IXI � ! , " " I I ,,� I I I I I t I�� -CONSTRUCTION CONFERENCE THE I pit volumes willsotisfy this revirement, , ' 2 ,�) , /I �� ,� ��� � I " I "" �� ", I I I I , I I I I \1 APPROVED PRIOR TO SCHEDULING OF PREI * 1� � - � hlsv� = 8lf�, ��, , I I , " ,1 1�_ I i ; it I� , I 1 � O- � 1 � I " I I I I I I \ I I I 1,1 CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY,TO LIMIT THE 15'x 50'=100 ft. JO'x 50'=200 ft.-' 1, ,/ /I I i ; I / I 1, , , , TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE As on option to the sediment pit, the width of the swole bottom can be I , %13 I - I , I I , I I I i I 11 � � I '1�1\� � l, * , , , �Z) /// 1. 11 1, t ; � 1 1 " " I � I 1, \� I , I i � 1 ,, I $�b , ,/ ; P , I f 11 I / I � � " � I .-I VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT increased to obtain the volume. When the sediment it or swale volume �___11 ,� � "I". � - I - , / ; , , % \ I e I , I I 11-1 (�, / , 1, : ��! , ) / I I I � � , �, \', L , I I I'll OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL a o one half, it sholibe cleaned. When a swole is used, I , I , 11 I // / " �_ I i 1 I / I � 1, I / / , / , , � I B � i l � I I , � ,I I I I I � I � � , I I I "I I I ; � � t / 1 " I I I I _11 ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE synthetic bales or silt fence shollbe placed along the entire length. , I , , I I I I , I I , I i , I ''I I /��,' I t ;1 I ; i 1, 1, 1, 11 � 1, � " IN 1� '/ 0 1 1 1 , 1, � I THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENTS BASINS, SLOPE 1 I I 1 , � , I " I I " � � � I I I , I , I I I � I I I ; ;i t j � � I I � 1, I / 11 / � � � I [ i ; , I I I I I � � � " , ,� / / � � I I t I 1 1 , 11 " \ I I , 1� � DRAINS. GRADING PATTERNS, ETC.,,REQUIRED TO MEET THIS PROVISION 1. 5� * ;� / I I ! , i I� I I 1, 6. The swale ditch draining the STPD sholthave a 0.027 minimum and I � ) 1 1 � I ---- 11 I I �) , , I � I � ! I I I � THROUGHOUT THE LIFE OF THE CONSTRUCTION. CONTRACTOR SHALL PROVIDE , I I I I I I I I I I � 1, 1 I " I �� � 1 � I I t� " I 1, I � I I 1, I - I ; I ,�� - 9 (,�', I / I I I � I , , � I I I 1, I I a 1.09 maximum de along the STPD and to the sedimentpit. � I , , , " , I I � I � I , I � 1, I � 1, HAY A%ES WITH I I I I I 1 1 - , / I I I I \ � , 11 I I Nj TEMPORARY GRASSING ETC. AS REQUIRED TO FULLY COMPLY t I I ; I I 18 I I � � 1 i ---El I I I I I , � I I ; I I'� � " � �\ I \ ,, k � N � � I I I � 1­ I - I , I , , . � i I I \ , � I 11 � � . ,I � 1� THE OF THIS SPECIFICATION. I I 1 1 i,,- ,, I , I'll , i I , - I I / , 11 / 11 I �, i 1 i i I � , �� I I �, I , I � Z 1.0ored end sections are not required when the sidedrain, p1po I � t i I __ " � I I I / , i I � � , I � ', � 1 " - , � I I ) - - __ - - - __ - - __ __ __ ____ - ­ � � � - 1-1 I " , I I , . I I ; 1� � � I � � __ I - I ­ ­1 � � I - � STOCKPILING MATERIAL satisfies the clear zone requirements. I __ , I " I I _ , i� I � � � -­ - I �, I I � � ,�,_ I ";, / I I I , , � : , ­%t � t i �, � i� - ­ - - � I I 1� 1, -) , I 1, ,/ I/ , / , � � _ I I � I ; � i � , ! % 1; Tv e "C" Inlet (Wen) I I � I I , I I �- I �, � I I I ; , ��, -- 1 ; � - t I I I I I I ! I . I I I ­ I I / � ( i, [� I I - I I I I � . � , �� I I ; t ; � � ; k � I I ,� I -1 � - I I / , � � � I I I � I I \ , 1� t 1, I I . P I 1 � � ______ 1_1 , �� �'/ � , I � � � I I k2 � , 1 � it � _ I -, � TED MATERIAL SHALL BE STOCKPILED IN SUCH. A MANNER AS TO 8. The STPD shot/be maintained in a condition that wilt allow it to � I i � , I I I t 11 � i � � - I - - - I \ I 11 I � i I I I '11, -,-: � I � I , _ _ I \ \\ � ,, �) I / � I! � � i I I I i Top I �"Icv. = 87.5 1- 1 � � " � '� , " I I I � ) . I-- I 1, I , � I . I 1 ­­ - I - � I % I � �, � \ � 1, t\ - I 11 � ,q i I � NO EXCAVATED I 1, , I- ; , I I I i 11 � I I ", � "I ­ � , I %� \ � t 11 N I i � I'l, I I , e - � I I I I � � t � � � L � \ I I- , I I I - � 11 I ; I 1 � , % � DISCHARGE OR BE TRAVSPORTED DIRECTLY OFF THE PROJECT SITE OR INTO I � , �, I I' ,­ �% ( �!, ( 1 ; , ! �� I __ ­ �� I , ,� F - I � __ ,-- , I i I , � I perform its function, To prevent off -site tracking, the STPD shall I � I " � I I � � I I f ( � !I, " ,-,) 1 [ I ) � / / " , - ORMWAi COLLECTION FACILITY. I - I k, I I . � I I � - - ­­ ---- -- I i � � � I , ; I I I - 11 I / i ,.- � I", � i � I I I / � � '' � , I I 1 � , I ,' t , 1 i i I ­ � 1 be rinsed to'cily when in use) to move accumulated mud downward thru I �, I -- ----- :� ... / , ! 1, t I [ � I I I ANY ADJACENT WATER BODY OR ST i1 I � .__­_1___ ,", � - IQ( ­1 __ ; , i I I __ , ,� - I i I i Inv. El'lcv. = 85�O i , � I I 11111111-1 - I -11 - - __ - � � I _' - ___­_.__ - _ --- _1 I " " i ) I 1�1 - I 11 ___ _ I � � � � � I i� � � I i �� I I 1, � i 1 I 1 � � � \ � i �11:1 " � � I I -stabilization at the vehicular route leading to the I - I I __ , ­ - I �I � I . t - , , ­­ - � / i / , I � L i I ii t� � �� EXPOSED MATERIAL the stone. Additional I I - ', I A 1, I �I� i , 1 F) 1 1, - i:-, �_ (_ , I --- E I , ;­ I �, ; 1 i . I 11 " , N. % - I , '', � I i ­ --- - __ � � _ __ - __ , -, I � ,� I . I - 1 itt I � � / , ; I � ) " 11 , I � I I � I I �, STPD may be required to limit the mud tracked. � I 11 �, ,/ t 1 , -, I ", , , I % I- I - _1 11 / / /11 I 1, 1� I I' i ... I : � t - , I , "/ --I__ ,/ll I 1, � I , �� I I � � � - 11 __ __ ______ �� I / . 1r, " I � ,I i I I ; t / �� � I I 11 � 1 � ,� ----7� - - - --- - GRUBBING.. OPERA71ONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT 9, A STPD shollbe paid for under the contract unit price for Soil Tracking I I 1. I THE SURFACE AREA Or OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND 5 , / I I I I 11 �, � � � I , 11, I I , I I i I 11 ,� " 1 iI I I I f I I I I I / ,-/ I I � �,�,, , � �____­_ I '� �/� '// //7//W_ , _* �, / I I I i I EXCEED 40 ACRES So LONG AS THIS OPERATION WILL NOT SIGNIFICANTLY Prevention Device, EA. The unit price shollconstitute fullcompe'risation , - p I � I I I I I / I � i I I I � I . I I � " ; , I k I ,I I , � % , AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. for construction, maintenance, replacement of materials, removal, and -------- 4_'_'_,_________, -] I I /I/ / /', / /l/ /, " , / / /", ", _____ __ ___ __ __ ____ �, I I I I I I 1, I I I / � 1, � H � i , / 77�/ , � � I 17- 24" R.C.P. I //�/, F-- - - - I � / I 1, � 11 " � � / , / /" compensatill- 1, I I 1 � � i I ­ / / " , ,-') i I I I � I � � I /� /,/' � I I , , I � I I I \ , � I restoration of the area utilized for the STPD,'Including but not limited 11 F-11 /_; I I � � � � I i�, �/ / " , 1, / I 1, I I I I I i � L � � � �� ; I � INLET PROTECTION - ��///`// ///// I I � 1 H "/ to excovotion, grading, temporary pipe (including MES when required), , I X //,/ � . . , � / , / I I ­1­1_111 i 11 " � ,� / / I � " � � I I I I �, � I I , � " � 1 ) ,I /i � � � I t � � � THE CONSTRUCTION OF SWALES AND THE STORM WATER COLLECTION SYSTEM filter fabric, aggregate, paved turnout (including asphalt and base l --- -.- - - - / / /Z / � " I I I I � I , / / / , I j L � I . ,/ 1 1, __ ­­ � I I I I 1 2 1 // /I i � t. I, - , -,� , i ! �_ I construction), ditch stabilization, approach route stabilization, sediment - I � � , I I , - ),i� SHALL BE. PERFORMED PRIOR TO CONSTRUCTION OF IMPERVIOUS Ali INLETS / � I � , . � I I 1� I I I 1, I I �, 1 / / , / � I I � I 1, - , , �11 �, � t : // ,,,, '' I I I I I 1, , , I I t I " , I/ I , / � I � IL /// / I I � I / �, i AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM -ed I `nd Se ! I , I X 1 34 ST I I , � � removal and disposal,, water, rinsing and cleaning of the STPD and Mitei ction 1 // 4,4 TS L 11Jy�.- f'-1. = -814,5 1: /'�, /,/", , I I n7O C.F. I , I I ,<, ­ � I I I � I I I I I I ; cleaning of public roads, grossir7g and sod, Synthetic Role or Role Type ' 11 I � I 1, , / 11 I I i I RUNOFF UNTIL THE COMPli OF ALL CONsTRuc,nONN OPERATIONS THAT I 1-11- ­ I I I I .) I I I I � 1, 1 I I I ,: 1 / 11 I I I i - Barrier shollbe paid for under the contract unit price for Synthetic X"'/ I "_ I I ! __­ , -, �', � I 11 --- 1'. , I I / / 1 1 , , I'll I t __ [_ �-�i,2 ) MAY CONTRIBUTE SEDIMENT TO THE INLET. / / / , , , - ,,�, ,:_ - I I I / , , / �, 1 _ I I ,� , , 1, � I I I 11 I I 1, I I I I I I I I/ I / � / ,s I/ 11 ��, 'I'll i I I Bales, LF. Silt fence shollbe paid for under the contract unit price for Z/ I __ , �, I _� _­_ � - - ­ I I I �, � I I 1� I 11 / /I I / , I/" I 1 i f I X, I - Stoked Silt Fence, LF. /I ... Colic. Rubble I- �-,� � I., 1, I 1, I I 1, I " I I I � I � � MAINTENANCE I - I , I I I "I I / "I / 1 ! I I -over 3401 Filter _ I " ­ I � I I I I 11� I 1, I I , "t 1 ''I / "I I ""' � 1 i � . 10. The nominalsize of a. standard STPD is 15'x 50'uniess otherwise I - ­ I . I ALL FEATURES OF THE PROJECT. WILL BE CONSTRUCTED TO shown in the plans. If the volume of entering and existing vehicles � I, -11 , r I I I I , 1, , 1, 1, � I - I , I " 'Ibric I � � I � 1) � , , ,� � ( - ' I k I I 11 I I 1, ,,,,_ ,- I I PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTI�INED warrant, a 30' width STPD may be used if approved' by the Enyineer. I F� I ­ 1- I � _ �, ­1 (-) _ t' ) 1, 11 1� , 1, "I I I I "I " I ­ , " ,'I � I / 11 I I � I I I I" i I L I ; ) I DURING THE LIFE OF THE CONSTRUCTION $0 AS TO FUNCTION Whe a•double width (309 STPD is used, the pay quantity shollbe 2 PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE . .0, n I I I / I! LIMITS OF THE PROJECT each location. " � I I I I I I " I I , � -1 / I I , , I �� " I I ''I � I -, , I I 1� _� Is, ill "I / I DUST ABATEMENT � I I , ,I , 1�111 " , � I I , , ,­ ,� , I I 1, ,.I `11 I ex I I I I I I I I I � � , � I I - ­ I f SJRWMD PERMIT - 42-095-95767-2 1 . I ,� I I", I I � - I " I I � 1�,,_I 1- t --, I _ - 11 1�) / / DUST SHALL BE CONTROLLED WITH USE OF WATER AND CALCIUM I I 1, I I I I I I � ej It-; - I 0 I/ /I CHLORIDE, ". 11 . 11 I �� I I I I I I " / I , -00-048 .. I . . I � I I I I 11 , , I I "I I , -1 " I I I I r , '/ I I I I I 1") Parcel I.D. No. 4-22-28-0000 � I . . I . - -,- 1 i � I BY Date ]Revision i — I . \, / � Z///��/, \ ph. 407-682-4062 Drawn: GWW Date: 03-28-2011 Project:Title of Page: vv115®� ii 407-682-3841 Lexington Park, Ronald H. Wilson, P.E. Lisc, No. 9710 Sheet 7 r. I I — 4 � I : 466 Weathersfield Avenue I it PRJ,LLC Pollution Prevention Plan Sig -U 279T= � . Altamonte I Springs, Florida 32714 rhwengr @ centurylinknet. Design: RHW Scale: 1 = 40' 1950'N. Clarke Road - Ocoee, Fla. nature: l 38 Date Wl i 01 FDT INDEX - 603 for MOT requirements - � W Q) , \ FDC�T INDEX 341 f®r Turn Lane Require— �- z _ ► I ' _ — _ _ �_---� Q E -0 SCAL. FK' ______------ 8 SIDEWALK CONTINUATION L- �\ R. E R (D /� ��� - "- = '�Rw R=4 >•—' CONSTRUCTED AT PRASE 100 Feet I ^� = ---=----' `-'-' — J �FDOT Sidewalk --I - Road Right of U;;a Y / \ S P i A �T P A �J� M E T�_ — — '�—_ __- =---- �.-- I Detector Pad •�5� - ,- ._ ., .� — e ® � - _.. - w ...... - ®.- - ®- .._ � �r - - - - _ .. _ _- _... _ __ � P .�.._. ._ - _� � � _.. - '' FDOT Sidewalk Detector Pad- - "' - "" "- - _ - -- - Sidewalk Placement at 1 /,: the i 1 ` 190 56 5 �' -I- -- --- radii oti both sides of entrance 2 IR = 40'- -R = 50' --_.` 4---- -- - 1 - -- -- -- -- �� `_" 12.5 ''�� Remove Existing Eritrance sw i 44' 8' Sidewalk ' ' x 12' x 4" - 3,000 psi Conc. Fad ------"� -28 , Black Bench Seat �.... _-_.28 4 g3' � ,/-F� 40 FOUND R EB AR AND CAP -18� End 3' Sidewalk 6 Connection Sidewalk 131ack Trash Receptacle ----- �..»--.----w -- ; , F;=40' I �— \ ,�_ s Sidewalk `____��� � M �,-.�. 2� uff SEE CLARI�.E RC� AD and STRIVING FLAN j_"_'_ .� m 8 Sidewalk En Type S 01 *10'07" W 399.34' ``' \- FOR ENTRA��E REQUIREMENTS 25 Landsca e Buffer 25 S tback 0. 00 / ,�, 25' Landscape BuJ er .-------- Retaining Wall P 2 25 ufft.r Curb _ _ _ Stackable Block-\ Type "D" Cub ^Q) __ __ _----------" 24" Pa ement _� Type „D" Curb I - _ _ -. `^ - '- - - -- - 50 Building Setback /� ; �1------------ �_...._.--------`- \ Match Exit�ting Type "D" Curb -�- _ _ --/Y� i0 60.4167' Roadways Centerline I Retaining Wall �� a 24' 18 Stackable E31ock-\ � 24' c' 24' Pa errtent ______-- - 20 \ 19 1 Type "Dr '-Cur p ---72.67'- 0' -22.5' _ - - - -_ ---- �` zz 21 10' _ -24- SITE BENCHMARK 23 za R=2' _ , 11 10 9 . 2 ' 45cL - -R=2' Ft= 0' �. 0 2 r, o 0 0 <a 3 z 2 �E11C1 Type TOP .8 SPIKE NAIL -R= , OOO.�OC� z5 z4 R=2 - -- --� � , 45d o �, _ 1 I "D" Curb E LE''J 85.62 1 0' I 5 .67' TypF: "D„ Curb 1z 5' S I _ Blclg. End 24' R=20' 1 ' 459E ''�.L; Corner 116.58' Curb z8\'z) 6r, ater Fall JF ountain I I TRACT o by others PUD 0 32 45d- /r 13 �. 33 � � i 14 Freeform I _ , 34 G S 9: 3' Architect ' � Required Type "D" Garb R „ _ y 5 Was A easOnly Retention Pond Freeformed Decorator Area Type "lay" Curb - 40 �"�� 11 4 v= Walls. See Arch. Plans 20, (D I -.� � S` lack Trash , B.S.B. W j Receptiele ( �-R-25 �: \ I ai I ' ap�er i7j -B1dg.Crorner Black each Seat u'1 I 'I \ I .,----------......, \ Free formed " Conc. Pad \ , \ 00 Q I ---�--"-� ,gV di1�11 s5 �j E`-I Si'ARTINA-PANICIUM < �00I o Q Freeformed Dec ator \ 64 (is Walls. See Arch lans -Black Tr. ecepticle \ I 1 / M ' ARSH - O.O ACRES 10' 22.'-�-- �� �,•�^ i �I (1>034 �Q. FT.) ,/ � \ I w O� un Fraeform / I W Z I Architect 300' ./'." \ Required / I ( \�l _8 Walkways I C/) 7 �, ` This Area Only / \ I Type "D" Curb I /\ ( � aJ 54,000 S.F. Building 03 0)03 w o +r 0, V rR-1 ,,/ / Freeform I � 38.04 (o - \ Arci)itect 25' Bldg. �..-- \` -- ----I31ackBench Seat Required I I I - _ _ S 01 °54 00' E Walkways `♦ Se back I 35 3' /! Black Trash This Area only �� Recepticle Freeformed Decorator Tyirael "D" Curb 19.5r, 5� Walls. See Arch. Plans C� 0, 2 2 I R=5'--- Tran:.sform~eer I I Gen erator-� \ ` t 4.33' Bldg. --20 I Type " +" Curb-' \ \u, Corner R=50' Retention Pond / \ �,� \ \ // •, � o Area / s 6' x 8' x 4„ �>500 psi Conc, % �' �, <s' s \ / S ,° ",, ... •......_. - - .. .. _.. ..... -. ,.-.,, s 13ike Rack Pad v ` �/ ��' \ / f 3g fig, •, Freefxrn r (� ArchiCect / 0' ` S01 °:?1 27 Required ��y , 52 Di unpster Nv/ \ Walkways i / B.S. �C) %A) SITE BENCHMARK I Locking Gate This Area Only . �0• � / <o � . ~\, 11 9.54 51823, TOP 8" SPIKE N /j I L ( Split Face Block Walls Freeformed Deco for �° _� 29»W ELE\/ 87.2iJ 10' I ,-�' Wa1L;. SeeArvh, ans /06 8 2 ' • '� / ' \, . \ SO0'21'09"W 00 Type „Dn Cur I 45 44 4 .� / / / 1�. ` # a9 0 I E81 JURISDICTION LT(`�E \ \ --- \ \ n \ FLA=,GED BY Ad'JATIC S\YMBIICS;` l O I Decorative Black / ' �,\ � � � � '/ � _--� \\ \\l� � � ' ` _" _ n! I Handrail N,at to \\ �� Ln exceed 42" in height, 00 LINE PROJECTED TO PROPERTY LINE BY �� THIS Sl1RVEYOR FOR' CLOSURE PURPOSES Retention Pond Are,;a \ \ \ \ r- ��,� vo \NETLANDS o� O� l _ E:XISTINIG NWL OR LAKE I�,gEADO. EL. 30.5 j 70NE AL �\ i / / (EL. 86 Revision � .... ---- ph.4A7-682-4052 Drawn: GW' V : Date: 03-2LeX111gt011 Parr: `5-2011 roject: isorl fx. 4.07-682.3841 Til e of �a e; �, Xg Ronald H. Wilson, P.E. L : c. No. '9710ma Sheet 466 Wea.thersfleld Avenue PRJJLLC Site Plan <� Altamonte Springs, Florida 3271=1 hwer.gr cent�arylirk.net Design: RHW ��cale: 1 = 40 % 195a N.lark� Road e Ocoee, Fla. ��gnaiure: JUL 2 J 2011 14 5 Rebar from footer to lintel, in 2500 psi cone. poured cell. 4" Min. Step r — 6" Max. Step Thickened Edge ' Cont. Lintel w/ #5 Rebar and 11'-4" (typ) In Corners as shown 2500 PSI Cono. Filled CellsL 3�-4" 4" Steel Pipe filled • �. solid w/ 2500 psi cone. I 12 #5 Rebar from footer to Lintel I I 1 and Cell Filled Solid w/ 2500 psi Conc. I I Steel I 4' Bollard61 Grade 1 1 1 10'-8" 2' 8"x 16" Split Face i i 3,000 psr Conc. w/ 6x6 10/10,wwin I $„ Conc. Block Bike611 12" dia.. hole filled solidBlack Rack ( 1 I w/ 2500 psi cone. 10' clear p ONSITE SIDEWALK SECTION 8"` L _ 1 Pm=ster Bollard Detail • +� 1 I n.t.e. n1s. 2- #5 Rebar 1611 IWVICTOR T EY®INC. P,O, DRAWER 330 - DUNKIRK, MD 20754 USA Cont, in 3000 psi TOLL FREE (800) 368-2573 (USA & CANADA) cone. footer Metal Locking Lexington TEL (30I) 855-8300 - FAX (410) 257-7579 Wall: Section n.t.s. Swing Gate Park WEB SITE: HTTP://WWW.VICTORSTANLEY.COM Dempster Plan n.t.s. (28) 1/4n X ,a Clarke Road R/W VERTICAL SOLID 1-511C TUBULAR Versa-Lok Ca STEEL BARS STEEL TOP RING Solid Sod p i Solid Sod g�'_p" 25' Landscape Buffer III=1 I I=1 I I=1 I I1 I I-� -1 11=1 I I-1 11-1I 1-1 I =1 I I-1 1- __l rr I—III—III=1 11-1 11-1 1—I 11—III 7 7 8" 1" Step 311%2°I--------- ---- - 7 1 e z 2-1/2;' 1= I I=1 __=111= 1 5/8 VERTICAL SOLID/ ' 111=11 - I i i r—i I rr III= — I — •� I=1 11= STEEL BARS _ —S _� _ —III —I �— 1 M 1I I M x. , (1=1 =1 1=1 I ;III= I I= 4" - 3,000psi Concrete Verl1 Iel I=1 11= I Sod 24"" Past Wall 3 4" SQUARE '� 11—i I i_ I I-1 i i= WWSIDEWALK/ Q SECTION CENTER ANCHOR (4) ADJUSTABLE GLIDES�- -1 1= I I 1=_ 1 11 I-1 I I-1 11— n.t.s. BOLT HOLE WITH 3/8. DIAMETER � — THREADED STEEL SH AFT =III=1 I I== =1111 —II Clean Fill Hand =1 I I=1_ — III=1 I I=1 I I=1 ® ' I=1 11= I'- 36-GALLON LITTER RECEPTACLE Compacted Only =1 EMWEB rr �I=1III=- SHDE�N: OTI4NA. s-2A FORMED ONE LID 36 Back from Wall • _ ' I=1 I I=1 11-1 11-1 I I-1 =' �6" x 24" Compacted -.Soils • OUTDOOR 6 Past toe and heel Versa-Lok meets ASTM C-1372 of Block - 95% Max. Dens - Color - Black' �Ja�nt seal - - RETA.ING WALL SECTION - = .■yam■ 2tl' n. t. s • y"� �' 1 v' V I �l (WV1CT0R:STAM19Y P WC TYpe "C" Curb � i 19+62 R=2' 10, � � - (11) STEEL SLATS ARE ---1 Y FORMED FROM 1/4` x 1-1/2` 2° 11° 11° 2° P, {� i,'!e -- 26-114A' 2 1/s° 2 2 1/2° SOLID STEEL BARS T Y • D ° 3/4 O 0 2 1/4° 2 —0 2 1/4° 0 �� n.t.s. o , TYPICAL LANDSCAPE ISLAND CD N n.t.s. \ �,) 3/4 O C� s° O Q I_T TYPE C SEAT FINISHED END UNIT IS c0 Approx. Weigh 235 Lbs. HEIGHT MADE FROM 1 j2A z 2� 2 1/2° SOLID STEEL BAR 2'-4° AVAILABLE OPTIONS- PLAN ° POWDER COATING Recommended Maxlr�uM Pipe Size, 18 STANDARD COLORS, CUSTOM COLORS CLEARANCE FOR 112, 2,-0° Watt-18° Pipe 1 1/2° 1 1/2° (INCLUDING THE RAL RANGE) ANCHOR BOLTS 3'-11 Watl-24° Pipe INTERMEDIATE & CENTER ARMRESTS I I _ - — I = S,_4° - AVAILABLE WITH OPTIONAL ARMRESTS LENGTHS ° STANDARD 4' 5 3/4 21-3 5/8 5 3/ 2 -0 r— STANDARD 6' LENGTH SHOWN- (2) Two Layers 1.5" Type Sl Asphaltic Pavement STANDARD 8' Grate ° 1" Type FC4 Friction Coarse Asphaltic Pavement over Fiberglass Scum Baffle - 6 above and below weir 2 1.5" Type S1 Asphaltic Pavement and 6" away from box, to be attached with Stainless 2° CI. � 8" Limerock Base (LBR100) RBF-28 1n10 Limerock Base (LBR100) Compacted to 98% Max. Density Steel connection Z-Brackets, bolts, nuts and washers. o, d �; Compacted to 98% Max. Density AASHTO T-180 > N AASHTO T""-180 (In two 5" Lifts) STEELSITES RB SERIES STANDARD ALL STEEL BENCH 1" Typo "B" stabilization (pBV75) SN O STANDARD 6-FgTF LDe 12 'Type B- Stabilization (LBR40) Compacted to 98% Max. Density --- No. 4 Bars Compacted to 98%,Max. Density p' Color '- Black o on 12° Ctrs. AASHTO T-180 AASHTO T-180 TYPE C • Onsite Typical Pavement Section SECTION Retight Bars 2°x 3/16° Offsite Typical Pavement Section Reticullne Bars 1 1/4° x 3/16° TYPE C Approx. Weight 100 Lbs. n.t.s. n.t.s. By Date Revision ph. 40--ss2-841 Drawn: GWW Date: March 07,2011 Project: gt Title of Page: P.15. Lisc. No. 0710 Sheet 9 w1Spn fX. ao7-ss2-3s4� Lexington Park Ronald H. Wilson, 466 Weathersfield Avenue Scale: PRJ,LLC Typical Construction Altamonte Springs,. Florida 32714 rhwengr centt�rYlYnk.net Design: RHw 1950 N. Clarke Road. Ocoee, Fla. Details Signature: �� '1 JUL 2 a 2011 w EXISTING TYPE J-6 INLET TOP=_ _ BB _ II _ -\N-S 97�8 51 °O J TOP EL. = 89.90 _ - - 1 _ 7B.9 O / Q � C Matched Area to e filled S. INV. EL. = 86.49 - _ - - _ n, �,- I N. INV. EL. = 85.90 _ Y MANHOLE - - _ - - p�NV.N- O� SANITAR � � o 92.9.5 - - \ to Elevation 91.0. Field Verify SANITARY MANHOLE W. INV. EL. = 85.14 TOP- 81.03 3_ 1 > I \ TOP= 92.03 INV.N= 81.24 - - - - - 50 N INV.S= 82.18 �°� c�� off. - w . Amount ®f Fill needed. Raise Manhole to from Elegy. ��.42 to Elev. 91.0 � _ _ _ _ - - - - -- - � _ - z tin INV.N= 82.28 � T a INV.E= 82.33------------------ ---moo-c- `------------------ - - - - -- INV.W- 82.24 O �E �FiPe ------------------------! ------------- �� ��� O - �ONSTRUC g ��-- \ I = 2 O� g2 O� - - - - I ° a° 15 j U R g _ 1 q - �- \-New Valley Gutter C � A R i� E R 0 A D g U � ° ,� � � - _ _ ` �y �`9"O �_ �.-� ' `'�8 : 19c56,5�,� \t n �latC 10o Feet p.�° o� ° g P AVEMC5� °° °1 - - - _ �-- .=-� b�(D Road Right of Way °� ASP _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ ofC. --------�I -----°�-------°----- °� - -�----°-y-- ----° �� ------ �'------- T-----=----0�.- _ 920325 °� - \ ------ C A - - g ` / 9A.0 _ F .. - _ 0 S S ® R=40' T. of C. 91. / FO 1D RFBARiD CAP . O� 3 �'� _ ® 0 91.0 /, / O� o � U• @ 0.34% o) L- I L -� ' of 9 0 C 99 �--- / ', -- �� ®� O;pQ`� Type "C" Inlet I °1 / ��. 25' Buffer 91.0 90.5 / Iy� T „ Irb 599. 4 e"� Diet L 0.0 �` ,O o - - - ` / Yp co Top Elev. = 89.25 25' tback i )o Elev. = 89.0 S� - - - - - - - V \ - 18 R.C.P. �, ®22 0 , K Inv. Elev. = 85.9 ® �1661(41>K hlti. Elev. - 85.0 �1 A °O - - - - - 01 I S'20 OAK 1447� OAK �\ --�� - moo`' - - - - _ 9- _ 90 5 / / o� \ ®128' - 18" R. g S ® - - _ _ - _ _ - �4 P3 ement " = ------------- O f C. $.5 89.0 127' of "Type T. f C. 98�3 0 "Cif �?' a4 •3 �� ��- „C" Curb o°� 9 ype C P> b ®� = 0 ® ®® ( 2 2^ b l M -- ® ® „ � 1' Existing w/ 2 - 94 Rebar / 0 ® ® 89.25 " 7p''� ®90.5 /w 89. 5 11 89.0 feet 1 tow _ _�E 9 ® i 1 OAK o �. Swale Swale to be Solid Bahia d / Horizontal and 2 �. ; ® �® I _ -E-cV 85.62 #4 Reba • verticle pe "C" Curb " ® ® ®® ® 90- @ 4' .C.'s T. C. 98.33 ® of C. 9 5 s/i/li .3 s/w 90.3 90.3 1_ s/idlP 90.3 .0 Type „C" Inlet T. f'C. 97.33 ,� Top Elev. = 89.0 / TRACT G / ® Mit red 1 _ hswt = 8 _ ® ® 0.5 Inv. Elev. = 85.4 9® ®' -- 3 03 33 S ctio� �' I EXISTING DRAINAGE MANHOLE T. of 96.33 T. of 92.5. �� _q / ® I v. E . _ •�` Conc. R bbI I TOP EL. = 89.85 / 13l' Sh et Flow ® .5 ® ® S Wall Drain o er 3401 FilLei `4- PUD Holes Required \ I E. INV. E L. - 84.6 3 OC'� /� F�brlc W. INV. EL. = 84. 0 �O of C. 95.33 T. of :0 s 90.3 N / •s „„ __ - o Ty . C I et ® 0 5 /�! 90. �� I --- Existing 430' 0.5 nv. El lev= 88.25 0 / 0.33 90.5 90.83 W Sheet Flow 91.0 38 aper 1. Xof . 93 (�g // 24 q ® 90.5 90.5 0. 90.33 \ et Retention P nd I I � / .03 �'// T.of ® 1. 13 ® II A / / SPARTINA-PANICIUM / // 91.0 91 1 ®' O I IN °n MARSH - 0.04 ACRES Type C Inlet �.6 6"10 I 00 (1,634 SO. FT.) Top Elev. = 91.5 l rain 90. /® 89. I -\ Inv. Elev. = 87.5 0 Hass Required 11 (6 �� A Type „C" Curb 90.5 i90.33 0 / 90.3 ® T. of C. 9 : ( � , 90.8 �� 89.83 ` ®� P �`'/ r I / / � 1 ® Lhswt .2 T. of C. 9 3 18 ®' 296' 90.5 90.33 ® „ „/ N �, o `9� ® 9�i �pTYPe /C Inlet (Weir) P _ - S 'K I To Elev. -') U Q ®6' - 2' ®eked Swale �l'�� ® 91.0 / 0.83 OI' OA I In7 Elev.85.5 38.04' � �/ �j y ® 90.5 with MI.irafi 3401 Filter T. of C. 89 0 I ®= ® 9 ® 1.0 WaIlDrain (I / / / S 01 °54�_W" -- _ I . `�/ 90.5 �/ ® 0.33 Holes Required / Fabric Under N i i � �) `� Type , C„ ,g�® 9 .0 I 90 S®® I S / -8 - Follow Existing Cara e � Curb .0 ® l - - c�o ®/ ® .0 90.5 90.33 TYPE ����� T. of C. 8 1 ? 19 1 4 33 \ ® 90. 90.33 REQUIRED ALONG 1 ` I I 43'-24" R.C.P. NORTH PROPERTY I s. 90 ' \ 90.3 I O ® 91.0 et n i n Pon /� j LINE t 82 �I 90.83 10' 1 88.5do 8 ` / / Junction Box S SCALE. . 1 40 ®® °� Top Elev. = 88.5 / 3g' 1 1 -1911 �, I Inv.' = 85.0 SQ "w Basin 1: 1.48 Acres - 1.00% R.C.P. hs = 83.25 SITE BENCHMARK Wall Drain O�� 57-� 'R P j� -°S2' SO1°21'27"E ° / Holes Requi d Type "C" li,let Impervious Area - 1.0 Acres - 67% 1 Top El = 89.5 r'�0.33 I .\ `tip -� 119.54' °/2 TOP 8" SPIKE NAIL lb'- 23 PerViouS Area - 0.48 Acres - 33% ELEV 87.20 1 Type "C" Inlet - 3' x 4' Inv. Ele . = 86.5 S 0 �l\\\\ \ \\ �� \ \ ,0^ >29" `�•. Mitered End e tioi �j -\ �/ iI Top Elev. = 87.5 �� 2 - 18" R.C.P - /Sg C,� Inv. El. _ - .5 V _\41 Type „C„ i�.b I II Inv. Elev. = 85.0 $8. ® V ®� 90. y $ S� ibb \ \ \ I, 8.� ® 0.33 ' r3401 F I er � N \ Basin I k: O1.45 Acres 100% ..�, % Fabric EXISTING 3-8� � s _ �$ ° , - - �� / 36" RGP @ 0.1 r \�\ C JURISDICTION- \ Impervious Area - 0.32 Acres - 70% ��8 5 / / F,1 ,du rent \\�\ \\ sue° FLAGGED BY AOUATI MB1�9�ICS�1�L - 0 $ ® r, Flood /� \ _ Pervious Area - 0.14 Acres - 30 /o / i11 Area �� \\ \ �' - - - - - 50'-24"R.C.P. PB-2 / ,� 1,34� / EXISTINNG M� v _ _ 80.50 Basin III: 2.24 Acre -1 e rid Section Conc. Rubble / 1 1 \ \ \ �_ s 00 /0 hswt = $ 5 E1.=86.0 / over3401 Filt�� INV. EL. 83.7b \� \ _7E0---- ----- _ looll Fabric i \ - m envious Area 1.12 Acres - 50 /o " Reter tf ion Poi d f' / \ \� \\ \ o\ \ p Mitered End Section n 18 OAK Inv. El. = 84.5 A 2 0�, \\ \\\\ Pervious Area - 1.12 Acres - 50% Conc. Rubble over 3401 Filtei oo ° / 0 `7 / g 1 S / 5 \\ Fabric I ®1 OA / / \ \ _ 0 h t = 8 o i� �� \\ \\ Basin IV: 1.39 Acres 100 /o �� Impervious Area - 0.14 Acres 10% s WETLANDS Pervious Area = 1.25 Acres - 90% Type "C" Inlet Weir N I /� / / \ \ YP -� > � � I` � OWNER: CITY OF OCOEE \ `� _ _ o To Elev. = 87.5 �- ® s (�� �� Total Acres 5. 56 Acres 100 /o Inv. Elev. = 85.0 1 �'� / �� \ ZONING: MEDIUM DENSITY PUD w , EXISTING NWL FOR LAKE _ o / �. 1 I m ervious Acres 2.58 Acres - 47 /Q �---- / 2� � / �' IIII �\ SAND USE. CONSERVATION 1 m I MEADOW EL. 80.5 End Rocked Swale �'� \ - o z , � � � � � \ � 1 � Pervious Acres - 2.98 Acres - :53 /o 37' - 24" R.C.P. /�� \\ \ I I I I I Compensatln� \ \ Storageta / �\ \ \ / S N \� \ Mitered End Section 4.43� F ONE AE \\\ / Inv. El. = 84.5 i 70 C.F. \ \ \ Cone. Ru 1i V"- over �3401 Filter O Fa>� / s �°29 02" w 2635.74' By Date Revision Drawn: GWW Date: 03-28-2011 j Title of Page: Ronald H. Wilson, P.E. Lisc. No. 9710 Sheet 1 OA ph, 407-682-4052 Pro ect: wilson fx. 407-682-3841 Lexington Part£ 466 Weathersfield Avenue PRJ LLC _ Scale: 1" = 40' ' Basin Map Signature: Altamonte Springs, Florida 32714 rhwengr @ centurylink.net Design: RHw 1950 N. Clarke Road - Ocoee, Fla. g JUL 212011 JUL 13 2011 ........ . . ..... .. . ..... . Date #10 THHN TRACING WIRE-1 /-EARLY WARNING TAPE FINISHED GRADE \ i 1° MAX. y WATER MAN OR FORCE MAIN -ci° MAX #10 THHN TRACING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE 110 THHN SOLD COPPER TRACING WIRE CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERUNE OF THE PIPE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF M. .' `•' F PROVIDE ONE CONTINUOUS LOOP OF_,,,( 12" TRACING WIRE WITH 24" OF EXCESS AND COIL EXCESS TRACING WIRE IN VALVE BOX. I , #10 THHN SOLID COPPER I 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 WRE 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. CITY OF OCOEE UTIUTIES DEPARTMENT TRACING WIRE CONNECTION DATE MAY 2000 DVG FIG 112 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 1 10" 1 12" 16" 20" 1 24° 3C 36" 90° BEND 8' 45' BEND 5' 22-1/2' BEND n/a 11-i/4' BEND n/a PLUG OR BRANC OF TEE 8, NOTES: i. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 P.S.I.* SOIL DESIGNATION: LAYING CONDITIONS: A - 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. CITY OF OCOEE UTILITIES DEPARTMENT RESTRAINED PIPE TABLE. TRENCH U ITS mF -I / .I, •' 4 BARS ALL AROUND MIN. 2' CLEARANCE m L% , vi, c, 1 AROUND PIPE) :.. • .Ac'E,1'a 6- MIN. (TYP.) TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW) 4' x 4" z BEARING PLAYS I...0 (6- MIN.) 0� ICAL #4 BARS - UNDISTURBED EARTH ENCASE TIE RODS D 4'-0' MIN . -SEE TRENCH DETAILS IN 1-1/2' PVC SLEEVE 3' COVER FOR PIPE BEDDING ftEQUIREME11i5 NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFlED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:_J$D P.S.I.* Looped 8" DIP VARIES VARIES - w LOT LINE z N fi BRANCH -SEWER MAIN J w w 6° 45° SIZE VARIES CLEAN -OUT N z BEND WYE WiiH S NOTE 1 6" BRANCH CLEAN -OUT REMOVABLE 6" 45° WYE WITH SEE NOTE t PLUG BEND 6' BRANCH Z LOT - LINE 3 DO PLAN WYE FINISHED GRADE SLOPE TO 9 PT1H A 0ET '. 1.0% MIN. (TYP.) ROTATE -SPRING UNE TERMINAL DEPTH 30° (TYF.) AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN "HOUSE* SERVICE (S MIN.)(TYP.) SINGLE I DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTILITIES DEPARTMENT SERVICE LATERAL DETAIL DATES A,. 1990 DVG T FIG, 204 TEE PRECAST- MHOLE WALL INFLUENT SEWER SEE NOTE 3) CONCRETE ENCASEMEN .6" OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND i'- 2° PRECAST STANDARD DROP DETAIL WMANHOLE TRANSRE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) -� WALL*DIP IAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINBANDLESS STEEL CLAMP UENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTIUTIES DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS DATE, DVG MHCON IFIC, 201 HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE OR ROUND AND 6' THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD, SEE NOTE 1 - - VALVE COLLAR 2 - AT 9" (SEE DETAIL) 14 O.C. ALL AROUND COMPACTED BACKFILL w VARIES M J HYDRANT SEE NOTE 2 A ( a ANCHORING TEE �A oA°• •S"o "GRADELOK" 6" BEDDING ROCK OR EQUAL RESILIENT SEAT GATE STANDARD INSTALLATION BOX (ALVESEEDETD NOTES: 1.THE 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 6" MINIMUM. CITY OF OCOEE UTTUTIES DEPARTMENT FIRE HYDRANT ASSEMBLY. DETAIL DATE, FEB.6,95 1111G, HYDRANT FIG 402 SEE MANHOLE CONNECTION DETAILS TROWEL -FINISHED CONCRETE BASE CONCRETE BENCHING MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATHONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK MIN. '-6" MIN. 7 4 COURSES MAX. 3-0 MAX. 5'� 2'-0' I � uumE vcw. omsDE wuL EPDXY COAL TAR COATINGS a JourtFRF,ICIs PER SPECIFICATIONS 4'-0" 5' MIN. ig PRE-MOM M a T S �icEs BENCHING PER SPECIFICATIONS - REINFORCEMENT AND JOINT -0 DETAIL TO BE DESIGNEDPPIff1kTm �� THE ENGINEER AND L _..L8- MIN. CAnPROVEO BY THE_17 BEDDING ROCK 2' MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE B" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 2e. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION PA1Eb4/OL/92 DVG FIG 200A #10 THHN #10 THHN TRACING WIRE CURB STOP TRACING WIRE U-BRANCH BLUE* (SEE NOTE 3) BLUE* FITTING /4" CORPORATION MARK WITH CORPORATION x 3/4'1 STOP i" MIN. WOOD PAINTED BLUE & WITH STOP 1" MIN.) CURB STOP Z LOT NUMB Z 2 EA. *COIL EXCESS POLYETHYLENE TRACING WIRE POLYETHYLENE IN BOX TUBING (1" MIN.) TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING AWWA64: (NORMALLY OPEN) CC TTO METER BOX #10 THH'ASSEMBLY TRACING POLYETHYLENE BLUE* TUBING DEG. 'POTABLE WATER COLOR SHALL BE BLUE AND RECLAIMED WATER NOTES: R SHALL BE MARKED WITH PURPLE 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE 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. SAWCUT "W" IN CURB FOR LOCATION OF POTABLE WATER SERVICE. 5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED. 6. DIRECT TAP OR SADDLE MAY BE USED ON D.I.P. CITY OF OCOEE UTILITIES DEPARTMENT 7. SERVICES SHALL BE DIRECTIONAL DRILLED OR PULLED. NO OPEN CUT SERVICES. WATER SERVICE CONNECTION DETAILS PATE MAY 2009 IT* SDWCONN IFIG, 405 CHECK HALVE (MIN. ) - FLOW VES (FL/FL) (2VREDD) 1/2' PREFORMED JOINT PLAN MMATERIAL TO BE PLACED BETWEEN D.I.P. AND NOTE INSERT BACKFLOW CONCRETE SLAB. PREVENTION DEVICE WHEN REQUIRED BY THE CITY 6" CONCRETE SLAB:W/ 90' BEND NO. 6x6-W10xW10 (2500 P.S.I. CONCRETE) MA FLANGED JOINT 12" (TYP.) -PIPEORTS 90' BEND (MJ/MJ RESTRAINED2 D) UIED) THRUST COUAR IN ACCORDANCE WiTH STANDARD DRAWING PROFILE AND PLANS APPROVED BY THE CITY (2 REQUIRED) NOTES: 1. ALL ABOVE GROUND PIPE JOINTS SHALL BE FLANGED. VALVE SIZE "A" 4" 16-i/2° CITY OF OCOEE UTILITIES DEPARTMENT 6" 22-1/2° 8" 26-1/2" DETECTOR CHECK VALVE ASSEMBLY ➢nTE, AUG. 1990 nVG DCCV FIG, 50D SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CONCRETE COLLAR I UNPAVED REAS SEE DETAILSS ( --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"aJ 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. CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL DATE, MAY 2009 DVG 6VBOX FIG 400 SOLID PURPLE PIPE ATEfiT w Yw MAX. ww w muocu x- 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 2. LETTERING SHALL BE A MIN. OF �" 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. RECLAIMED WATER MAIN NTS TYPICAL METAL PIPE 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. RECLAIMED WATER MAIN RECLAIMED WATER MAIN 6" - 16" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. HNI KLLYM mTllJltl NxT YJLxY mxmmY NMi Y3lxM yw RFIINYm YtAIEP Y/.°i fEtWLYD MAiFR YNH: RfGA12p NRFIt YWI �• 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. NMR Y]LVX mxMmtl NM1fi Y3LYM mnnniY NNI iOIYM m,Qll9tl RENoltD XUER YF01 gf]A.YYED tE11 1LW RE41Nm Y:11pt Wtl RN/JYm MIEP LLIRI , REpIIYED 1cliER YNx RRI,YiFD INTER WRI [-/12"-..L- SPECIFIEDII-iy u,.[-MAX • REcw+m rrnrLn uwi.) 1" Re�.�o¢o e�rzn u 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 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN gONC. PAD UND ALL AS RE)Q D RO 3" DIA BRONZE SEE NOTE 1 NEE DISC ANCHORED IN CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE SERVICE N� DIRECTION & N0. ;.4 ...... ....:.. '` N .: OF TURNS TO OPEN VALVE BOX AND COVER N (TYP.) Mr 2500 P.S.I. CONCRETE MIN. ANCHORS 2" MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE I I --BASE 4" x 4" x 18" LONG VALVE BOX (MIN.) PRECAST POST AND COVER WITH 3 DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES i6" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. SOLID BLUE PIPE H 1.-21 MAX. 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 34" 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 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. WATER MAIN WATER MAIN 6" - 16" PIPE - 6'7APE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. xml Y1LVY xna YssrY ,rm YTLrv. wAiE1t Y/Jll xAiE1i Vtal YAIEA LL4N 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. tRH, Y31VM NM1 Y31YR NM1T mIVY rram ua num urm w.. uvx ��--// f•- 12"-i SPECIFIED ' MAX. runx uux .T i" wrtR u� PER PIPE DIAMETER 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 ph. 407-682-4052 Wilson fx. 407-682-3841 466 Weathersfield Avenue . rhwen r cen link.net Altamonte Springs, Florida 32714 g (� ' � Drawn: GWW Date: March 07 2011 Project: Lexington Park P .O,LLC 1950 N. Clarke Road -Ocoee, Fla. Title of Page: City, of Ocoee Utility Details Design: RHW g � Scale:• TRENCH WIDTH VARIES W SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3 MIN.) FINISHED GRADE (SEE NOTE 8) COMMON FILL r\\ •'...: SEE NOTE 4 ; • ' ' • \ RE " ... 4� PIPE O.D.: \\ " SELECT UNDISTURBED FILL \ SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95% 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 THE CiTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24°, AND 24' MAX. 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. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WiTH ALL APPUCABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. CITY OF OCOEE U11UTIES DEPARTMENT TYPE B BEDDING AND TRENCHING DETAIL DATE, I DVG 98EDD FIG' TO COMMON FILL 1 'PIPE'O.D. �* \ N 12" (TYR) . SELECT COMMON SELECT COMMON FILL FILL .\•„:^�, BEDDING ROCK \i\„ PIPE BEDDING (SEE NOTE 8 & 9)` UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 957 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR. PIPE DIAMETER LESS THAN 24", AND 24" MAX. 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. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTIUZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15', AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEP. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDIP BEDDING ROCK BELOW THE PIPE. CiTY SHALL DETERMINE IN THE AND TRENCHING L FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. PATE, JAN 1990 1 DVG, ABEDO I FII z HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER* SANITARY SEWER (GRAVITY & F.M.) STORM SEWER ACCEPTABLE VARIANCES HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. POTABLE 3' 12" 10` 12" 3' 12" WATER RECLAIMED* 3 12 _ _ 3' 12 _ _ SEE GENERAL WATER NOTES: NO.4 SANITARY 10' 12" 3' 0/0 12" - - - - SEWER GENERAL NOTES: i) 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 ONES AND EXISTING OR PROPOSED UTILITY SUPPORT MAY BE REQUIRED. LINES. C. IF 36"MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN 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- PLY. URE. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CITY OF OCOEE UTIUTIES 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, DVG, F[c, MAY 2009 Ui1LSEP 113 71 Signature: Ronald H. Wilson, P.E. Lisc. No. 9710 JUL 212011 Sheet 13 SCALE: 1 =60 �� a, ®1 OAK AK r El -�14"OAK I Ir; 1.1 012 OAK pj F_rll 013 OAK -- r I 617 OAK II Wit - „ i .air_"rinv fA1R"FIAI! `''^^� �16°OAK 51'I'I? 4si12 OAK BENCHMARKS" DO NOT CUT LEADERI JI 1,'., � �0 SPIKE N - - M TOP . S .11 S - -- --- K 2 --- - -- �1 "OAK THIN HFS fir t (�REraNINc . �%� ' W 1R ARALL CLITS R 12"CAA R = -1a R = 50'Ift -o - :- r - -- t ■ 1 OAK 1114"OAK eRANc i �trotct'n �a'e t�1 ..�� Ile at +����; r _I,t,a��n T" 'T I� _�-�=�a �14'�A NATURALSHAPEDF PLANT. N . -�, PRUNING TO BE .PREFORMED PRIOR �� J ., I -- 4 OAK P se Entrance 2 _. ...� � :-"",_- ropo d E Sign � �{ •- � 25' u fir _-___ --- -- - _ f✓ ,. 08 � 612.-OAK t, 2y,� c- 1 25'�.andscapeB1: _ _ - 4 CHERF�Y �1 Landscape Buffer 5'S tback I 'Lan a Bull er - 022"OAK 91N'AK 'D11R'�AK �16" A �' p �32 OAK �34 vAK 8 OAIC •� � - --- - -- 14"OAK ® e�`AK _...__ �..... _..._. _ _.. - - ®:,0"OAK OAA� -_ .. --- - ®0 OAK 0 OAK _ 1 �' 12"OATS- __. - _n _ 50' Building Setback '' a cAL ZED �12 WIRE GUYS TREE FLOOD NE 'X' GENERAL aL NOTES. SHALL 8E USED TO SECURE ALL. APPLWRAPPINGASAPPROVED �bAK \12°OAK O AI d ,note, cI ,h l t PI +a' t or better or described 'r "erodes SUPPLY WIRE AT TREE ONif CT 2 " ER ater Feattare NEEDED. - p o,>ase Y '-Retaining Wall WfltCYFeP1W - - -_ - -- _— --. - _-_--_._ --------.._--- — �13"CHERRY Standards for Nursery Plants' by the Ilorida Deportment of Agriculture and and Canaumer Services (dated 19g8). All lent material shall be guaranteed \ � 0115"OAK qK I y, �J to (,) one year from date of final aceep once. -. !, ! ._. ! O "OAK 2"OAK 2 LC,rDER WITH REMOVE wRAPF)fNc FROM ce�® 2 OAK undsrope Co-,Irartcr 1 ir•'1 un m Ia'u.t c irrigation system that O Retail O _- A 14"OAK K �1 h 10 7 ",e wit ,00,. non. v provides MULCH TOP o "0 Q 30?064C 612"OAK @19"OA' ag., h t WOOD STAKE OF �rppyf11 2' DEEP ' ! yA ` N- btt tiers wll ha accepted without the tt approval and CO MPOST F ROOT ' Q �....� �� 0094"( ecccPtance by tha Landscape Archtect and 'the City of Ocoee, Florida. FINISH GRACE SUITABLE TREEETO oco,ST ,I' 4. All w,^,rL: shall oCeetl J '$ �61 4 - pr prof- ; anal in accordance with --- 0 a �1 "OAK ���999 U iK OAIC I§ OAK ondor nor and alto c act -- — G �14°OAK �1 ? 6�17" _. Qa.,t:t c as sh, -) I -- e• Y I i- L_ a vrr c c plant list rr_ for co e. lance only, r 0 CHERR — - — P OAK — - — — 14 OAK i. is$15"OAI< - — — - 'I, I-, p t.. a pennon If �cc t e•,a esJ cat t' fin tl - Plant 1� end t'nx� @` 24"OAK .@24"Oi�:_4"OAK s..h ns are o o,ernuc tn" plant ust It cases �I II I h�II I n _ — c f t bl I p I plan Pu ply t 'n s� tC ,j 1pU f t r rt•sponnlble for locating c•t e.ist,ng odd proposed '—_—'-- _—1 l l- 415.OAk 10"OAK under ,. ground r .�lii aa, ,n trnstruhirc and irriaal priormannerdigging.III--III p %12 oA�. I—� I I-1 —III—I 11-1 I I-1 I 00 (914' OAK �19' OAK Or t,rd cover: end ,hrur• to be d out I- a consistent as apeeified > r' �ps12"PALM �12"C7AK n the planting specifications and data s. PLANfINc MIXTURE . d� @52"OAK 16' OAK 17 t3. Au sac o ace to be sodded with iro , Argentine bon o grass j �12'CHERRY "CHERRY pin �^""`� 1 % CHERRY r I I:I t g bed: to re .. 3' den„ layer of shredded e bark mulch N 819"OAK r or p o_ l altc-otrvc alct ` \� �14"CHERRY /" L7. Land pa Arch fleet to be immediately notified of any discrepancies �12' OAK �14' 0 I r �,�� n fo rid the field. ,f9Vati0 11, lend pe Contractor to riot( landsca, Architect 3 days �2 40. �. d E P prior to ®1�"OAK 12 EAY 20 OAK �t 7 AK 1 OAK B QyC. F 617' CHERRY ar no al. o° �r� -- " �- n „ n •-� — [�.�' ,�'" Lo dI tp Contractor te, verily that 7rigolon syste i Is ally operational . 1 I 1. /h�� i I - ,._I , . fief ctanation or one plan rnoterial The landscape contractor "Ill J�t� v as..0 e total r s cns16 ty far lass f materlol ,` net loud approved � 2 A 28"0"K "� v Previously P i OAK -- i 8' iA . K A n r�_ by n o fir o, and: op Arch led CIt� „$AK �"8"OAK oAQAK d i3. t I b ro trees lo. tool wlt`•in 10' of City owned and maintain u+.,l'ly C 00 00 815"OAK M' mwr " I i _ O 0"C ��,oP� 1 Ul-ILITY PLANTING NOTE: '\ �, (9 34"OAK ,r ,, ter•, shall be ty trees alertedrth n o of any City owned and C'' DEEP SAUCER WITH • 012 ( maintained ad utility ornstom to pipes, Contractor s b rtspons,b,a for COMPOST MULCH' SHRUB PREVIOUSLY RADE AR� WHICH USL a4 g y of p t q od,u..tmen es to ovo7d card utll,twa. _ in on field la m III LINE OF SITE NOTE III=TI1, n' 11 o — 3• s� x5 I1�= ! ✓'°'~ 1. All trees shall be maintained with a cfear trunk up to G' in I � I II-1 I I '• s. tOC✓ I f I-1 I F �� :, he tt and a 1 shurbc can not grow greater then L 1 o total hoigrt. —I i (— l!-A III— _ Landscape Re t�'i�.rements: __ ' 00 1- q 2. No trees with trunk diameter greeter then 4" at maturity j,Q Sh'uhs higher than 2 5' Shall be permitted w'ih n the -dent tied r.leor I sight triangle. i I i I) I,.f1 111i'I 1) I11 �1 , q 3. Any trees pennil5"d to remain wlth'n the identified cleer sight - - �` (2) shade Tre per 100 LF and (3)I Undrstory Tree per 100 LP Pt/1tTtNG MIXTURE °d up to a helaht of 8' n occcrdance wits triancle must be t'mm:. TAMP,TO PREVENT Equipment Area I DOI rcqulati n SETTxlNG 3' MIN. 50% of all (planting material to' be evergreen type. �� � �� 'a; - �, _ I�•Ill �'�_ 1 shade tree is required to be � planted for every 30 ft. of building perimeter. 1y �i 2"� OAKC �1 N: East Property op rty L' ----- de T div. by 1001 10 'TreP Wilson 466 Weathersfeld Avenue Altamonte Springs, Florida 32714 I ph.407-689-4062 Drawn: fx. 407-682•,3841 rhwengr rx centurylink.net Design: Jett In a natural vegetative be soddedwith Sill.Augustine o Soild Sod. GWW Date: 03-28-201.1, "Oj' t: Lexington Parr Title of Page: Ronald H: Wilsorli, P.E. Lrisc. No, 9710 REw kale: 1" = 60' PRJgLLC Landscape Plan 1950 N. Clarke Road - Ocoee, Fla: Signature: E JUL 2 3 2011 o o Q n O QED 40'-8" WATER. MAIN STUB OUT ' (3)WATE\\ WITH PLUG END VALVES SCALE: 1"-60' EXISTING TYPE J-6 INLET TOP EL. = 89.90 SANITARY MANHOLE S. INV. EL. = 86.49 OPN. INV. EL. = 85.90 52'-8" WATER T OP= 923 W. INV. EL. = 85.14 MAIN STUB OUT INV.S12 NV.N= 82.28 (3)WATER WITH PLUG END NV.E= 82.33 VALVES INV.W= 82.24 CLARKE ROAD 100 Feet Road Right of Way R=40' R=50'-- - EXIST�NG 72 LF OF 30" PCP@ 0.3, `7 FOUND REBAR AND CAP - LB 1221 LB 1221 SITE BENCHMARK TOP V' SPIKE NAIL ELEV 87.20 N Wall 50' Building Setback Reclaim Water IIIIfeter w/ backflow Prev�ntor\ ELectrical switching unit SANITARY MANHOLE TOP= 92.93 INV S= 81.03 INV.N= 81.24 TPAVEMEN- ASPHALT EXISTING DRAINAGE -MANHOLE -- - - TOP-E-L - 88.E - E. INV. EL. = 84.90 R}° W. INV. EL. = 84.90 EXISTING 80 LF OF 30" RCP @ 0.34% m _ I cO, rj 012 016"OAK 012°OAK r14"OAK €D30"OAK V 2"OAK 03OMD& 012"OAK 018"OAK 1 K TRAQ 'oAKC" 014"OAK �15" AK 014 GArTING IJKAiNAG"E MANHOLE 1915"OAK P U D TOP EL. = 89.85 024"OAK 024"OP,924"OAK E. INV. [I�. - 84.63 00 W. ID1ELLOAK 84.20 (910"OAK 00 014"OAK ©19AK 0052" OAK* 12 PALM 012"OAK 55'-8" WATER. MAIN STUB OUT / WITH PLUG END / (3)WATER/ NHOLE VALVES / SAN1TA9q 18A 16" DIP RECLAIM / TOP= 79 86 WATER MAIN / INV.S= 78 99 12" WATER MAIN R=40' - 028"OAK 020"OAK 030"OAK SITE BENCHMARK 013°OHERRY TOP 8" Sgol„dkl ELEV 85. 019"OAK 010"OAI ,, °OAK 017"O J020-CHERRY " 016OAK � 012"CHERRY 014"CHERRY 019"OAK w012°OAK 014"06 r 0 017"OAK 100 levat100 012O OAK SPARTINA-PANICIUM �p0yr F d 012'BAY 020"OAK q4 pAK MARSH - 0.04 ACRES g46 o� 00 3AP28"OAK 01�OAK (1,634 S0. FT.) 015"OAK �AK°� 028"0AK 0"O OAK G� (916"0AK � I i \ 020" O n �0 CO C34"OAK w ' �18 �U, i 38.04' S 01°54'00" E (� N i - t..• -�� fir' I Equipment Area � � r EXISTING 384 LF 0 36" RCP @ 0.13% S7j3g, S01 °21'27"E �c� y �O� \ 8-�I'19.54' 57823 A /�/ �� fro o-4' / \ A 06. �4, 74.34' Soo C S JURISDICTION LINE w 11JI11 FLAGGED BY AOUATT�YMBIO.TIGS ltL,-- ,n u� INV. EL. 83.7 S-80----- _ co -Z "OAK 6 \ \ LINE PROJECTED TO PROPERTY LINE BY �t/ \ I I An\\ /\\ \ Q, \ \\ THIS SURVEYOR FOR CLOSURE PURPOSES II \ 00a�\� I' \\\ � •�\ WETLANDS F� OWNER: CITY F 0 ER• C 0 OCOEE w �o°� �\ Aso ZONING: MEDIUM DENSITY PUD EXISTING NWL FOR LAKE to 6' LAND USE: CONSERVATION Qb MEADOW EL. 80.5 ,\ ONE AE c�. ° \ J S 01 °29'02" W 6� <1\ -, 2635.74, /\ \ NORTHWEST CORNER SOUTHEAST 'I/4 � � �• SECTION 4-22-28 SO4°57, s c� 52.50"w \ \ \ / 0AX POINT G / BEGINNING 8 NG 100 ------------- N S02°19'31 E ' S7648" \ w 66.58 N 00°4 5' 58" W _ 8�- 80.48' s] 9 \ BEGIN NEW- QII.50-- \ v'; co / NETL-7T� \ \ WETLANDS _-I -ee- \ \ / 1/25 OS �LI PROJECTED TO PROPERTY LINE BY \ / THIS SURVEYOR FOR CLOSURE PURPOSES WETLANDS BEGIN NEW \\ WETLAND \ MARKINGS 1/25/05 \ \ w N 00°46'55" E 967.94' i� Ln N � O � TRACT "H" co .. 017"CHERRY 617"CHERRY 017"CHERRY END JURISDICTION S 5g 0 10 U4_ � O / ®11 'In AK k i �15"OAK R,332�.05, FOOD ZONE 'X' 016"OAK 017"OAK 014"CHERRY ®14"CHERRY 014"CHERRY 1814"OAK 612"OAK v (917"OAK 613"OAK ®16"OAK SITE 1�4912°OAK BENCHMARK8" SPIKE NAIL TOP EL 83.11 012"OAK 0l 2"OA®K14�A� •„ 1 "OAK 1014"OAK 021 "OAK 612"OAK 024"OAK 2QA//A \� G � 0 S78S9'S/„ SSE C \NS/T\ W00 016°OAK 2.2 / A/ 017"OAK 21,1278 S.F. - Popup Type Heads required for 100% Coverage 1 "/week x 211,2*78 S.F. div. by 12" /ft = 1 773 CF x 0.133 236 Gallons/week 171010 S.F. Y q g Popup Type Heads required for 100 /o Coverage 1"/week x 17,010 S.F. div. by, 12"/Ft = 11417 C F. x 0.1'33 = 1`86Gallons/week 12,331 S.F.,- 'Popup Type Heads required for 100%Coverage 1 "/week x 12,331 S.F. div. by 12"lFt = 1028 C.F. x o.133 = 137 Gal'./week 30,450 S.F. - Popup Type Heads requi':red e 4 g for 100% Coverage 1 "/week x 30,450 S.F. div. by 12"/ft = 2,538 C.F. x 0.133 = 338 Gal./week LINE TOTAL 9 MONTHLY and DAILY USEAGE: AM AM AM Gal./week 897 ./ yGal./Month UNI-SprayTA1 Serles Performance Tables 10 Series VAN 15 Series VAN 3588 Gal./Monthdays/month 30 119.6 r 115-210 VAN, U5.410 VAA US-610 VAN METRIC US-215 VAN, US415 VAN, OS-615 VAN METRIC 10- Trajectory ■ ♦ 10°Trajectory 0 ♦ , 23°Trajectory ■ ♦ 23'Trajectory Naafi Prossuro RsdhrsFlow Predp. ProrJP• Noafe PressumRadius'nelh �mmlh /hec NaaPo Pmssvr. P��. P,�,. N� �� FA Fl� � 1, Sprinkler ^ psi 2 r. ypn 6UI�1Nh bu m m�/h Us mmm m psi ft.AnFb"vsp, /b ypm ln/h b✓h bar m m'M. Us system is to be zoned by Professional Irrigation Company 360'Arc 75 7 1.93 3.80 4.39 360'Arc 1,0 2,1 0.44 0,12 96 111 360-Arc 15 it 2.60 2.07 2.39 360-Arc 1,0 3,4 Oho 016 52 60 00 20 8 2.32 3.50 4.04 15 20 2 4 7 0 53 0,15 89 __ 057 016 76 103 88 ZO 12 3.00 1 2 .01 fi 2 32 7 5 20 3 9 45 0 72 0,19 47 0.84 0,23 41 55 48 n 7 25 9 2.52 3.00 3.46 2 63 73 25 4 3.30 1.2 1.87 1 4,6 'We-, 2. Irrigation System is to have timers in automatic underground system and rain sensors installed 07 00 30 270'Arc 15 10 7 2.60 1.45 2.50 3.80 2.89 4.39 Z,1 270-An: 1,0 3,1 21 0.59 0,16 F33 009009 96 111 30 270-A, 15 15 170 11 1.95 7.58 '2. 77 7.83 = Z 270°Arc 1;0 3,4 0,84 023 40 045 012 52. 60 z 20 25 8 9 1.75 1.89 3.50 33-00 4.04 3.46 1.5 2,0 24 2,7 040 0,11 89 0,43 01-2 76 103 85 20 25 12 2.25 14 2.46 ZOO 1.62 2.32 1.87 1,5 21 3,9 4,5 0.54 015 47 a63 0,17 41 55 48 & All Sprinkler heads are to be Popp Design where; applicable. 30 10. 2.10 2.70 "Y. -12 2,1 3,1 048 0.13 68 19 30 75 2.78 1.59 1.83 21 4,6 0,63 0,78 40 46 180' Arc 75 7 97 3.80 4.39 780'Am 7,0 Z i 022 0, 66 76 111 180' Arc 15 11 1.30 2.07 2.39 180' Arc 7,0 3.4 0,30 008 52 To- 20 8 1.20 3.50_4.04 1,5 2,5 0,27 0,08 89 103 AM 20 72 1.50 2.01 1.32 1.5 3,5 0,36 010 47 55 41, 100% of the Landscaped Areas, including sodded areas is to have 100% Coverage: 25 9 1,26 3.00 3.46 20 2.7 0,29 0,0t1 76 88 25 14 1.65 1.62 7.87 2.0 4,5 0,42 0.11 41 4i 30 10. 7.45 2.80 3.23 2.1 3.7 0.33 0,09 71 82 30 15 1.85 1.58 7.83 Z•1 4,6 0.42 0.12 40 46 90'Arc 15 7 0.48 3.80 4.39 90'Arc 1,0 21 011 0 33 96 711 90-Arc 15 11 0.65 2.07 239 90'Arc 1,0 3,4 0,15 0.04 52 60 20 8 0.58 3.50 4.04 7.5 24 0,13 0.04 89 103 20 72 0.75 2.01 2.32 1,5 3,9 0,78 0.05 47 55 25 9 0.63 3.00 3,46 2,0 2,7 074 0.04 76 88 25 14 0.82 1.62 L87 2.0 A5 0,27 0,06 41 48 30 70 0.75 290 3.35 2.1 3, I 0,17 605 73 85 30 15 0.92 1.58 1.83 2.1 4,6 021 0.06 40 46 . 12 Series VAN 18 Series VAN ', NEW1 US-212 VAN, US-412VAN, US-612 VAN METRIC US-218 VAN, US-416 VAN, US-618 VAN METRIC 15-Trajectory 0 ♦ is -Trajectory IN ♦ 26-Trajectory ■ ♦ 26'Trajectory ■ Neale thess6re Red m Flow Predp. PrerJp. Neale Preovre Radlus Flow Flow Promo Pies! Naafi! Pressure Ra�us FbtY Predp. Predp. Neale A -assure Radius Flom Flaw Presto. Prede. bar Us psi R. arm tyh tNh bar m &)h Us mM6 mmm pa R gpm lnlh !Nh m m'/h mm/b mm/h 360'Am 15 9_-1.80 2.14 2.47 360'Arc 7,0 27 0,40 0,11 55_ 63 360'Arc 15 14 4.21 2.07 2.39 360'Arc 1,0 4.3 0,96 0.27 52 60 Adik 20 10 2.70 2.02 2.34 1,5 3.2 048 014 47 54 20 15 4.70 2,01 2.32 1.5 4.8 7.07 0.30 47 55 25 11 2.40 1.91 2.21 2.0 3.6 0.59 0.16 46 53 0 25 17 4.86 1.62 1.87 20 5,4 7,20 0.33 41 48 _ 30 72 260 1.74 2.07 21 37 0,60 0,76 44 57 30 18 5.32 1.58 J83 Z1 5,5 1,27 0,34 40 46 Uj 270'Arc 15 9 1.35 2.14 2.47 270-Arc 1.0 2,7 030 0,09 55 63 270'Arc 15 - 14 3.16 2.07 239 270-Arc 1,0 4,3 0.72 0,20 52 60 �OAM N 20 25 10 17 1.58 7.80 2.02 1.91 2.34 2.21 1,5 2.0 3,2 3.6 0.36 0.10 47 0.45 612 46 54 53 AM 20 25 15 3.52 17 3.65 2.01 1.62 2.32 1.87 1.5 2.0 4.8 5.4 080 0.22 47 0,90 0.25 41 55 -48-- 30 72 1.95 1.74 10 7 21 3,7 045 0,72 44 51 30 18 3.99 7.58 t.83 2,1 55 091 025 40 46 180'Arc 75 9 0.90. 2.74 2.47 180'Arc 7.0 27 0.20 0,06 55 63 180'Arc 15 14 2.11 207 2.39 780'Arc 1,0 4,3 0,48 0,13 52 60 ZO 10 7.05 2.02 2.34 1,5 3,2 024 0,07 47 54 20 15 2.35 2.07 2.32 1.5 4.8 054 0.75 47 55 25 11 1.20 7.91 2.21 ZO 3,6 0,30 0,08 46 53 25 17 2.43 1.62 1.87 2.0 5.4 0,60 0.17 41 48 30 72 1.30 1.74 .-01 21 3,7 " 0,30 008 44 51 30 18 2.65 1.58 T. 3 2,7 - 5.5 0.61 0,77 40 46 90°Arc 75 9 0.45 2.14 2.47 90'Arc 7.0 Z7 0,10 0.030.70 55 63 90'Arc 15 14 1.05 2.07 2.39 90'Arc 1.0 4,3 0.24 0,07 52 60 NJh 20 10 0.53 2.02 2.34 1.5 3.2 _0.03 0.72 0.03 47 54 dh 20 15 7.17 2.01 2.32 1,5 4.8 0,27 0.08 47 55 25 11 0.60 1.91 2.21 Z.0 3,6 0.75 0.04 46 53 25 17 1.22 1.62 8-7 ZO 5.4 0,30 0,08 41 48 O 30 12. 0.65 1.74. 2.01 21 3,7 015 0,04 44 51. 30 18 1.33 7.58 1:83 2.1 5,5 0,30 0,06 40 -46-- co 0 Square spacing based On 50% diameter of throw Performance data derived from tests that conform with ASAEStandards ASAE S396.1. ♦ Triangular spacing based on 50% diameter ofthrow to Performance Installation - finbh Glade Rain Bird tiTd So o 112' Mmlax sIVI (0001101) Ditto Revision ph..407-682-4052 Date: 03-28-2011 Project: Title of Page: r Wilson N. 407-,682-3841 Drawn: GwW Lexington Park g Ronald H. Wilson, P.E. Lisc. No. 9710 466 Weathersfield Avenue }� t PRJ,LLC Irrigation Area Altamonte Springs, Florida 32714 rhwengr @ Centurylink.net Design: RHW Scale: 1 =60 1950' N. Clarke Road - Ocoee Fla. g Signature: JUL eet 14A _w � o Q cr_ w 0- O z Y �a QO [O +a +- +9 +o +g +9 R=40' \ �R=50' +$ +g +g +`N' +o +$ + +g +o t o 8, + +o +$ Apo FOUND R:=BAP 1NI o + ®M +o +g ++ 4 fly° LB 1221 4x �p0 +g +o o + O +� +o o r 0 x v; 6 x +o +g 4%nt.�\, +� A +$ +�O � Sx Z£ d x 9 C- Pv� +0 � ��i�t 002` x x 6ODfl'Optit9 2 �6 200 "L4q pp9 + 'L C 0 x x o x 0A u 'b by$ti x\ 169 " x x �' o't' 1 06� x33 x 6 c� X;;P x�Qi 9 c ®R='40' x x1ti � x ri, x +gip +g x+g x cQ x �QtiN N.� 8 o^ro g +S \ + +� +�+_�p1 +. t o CLARKE ROAD N_ + $ "s 100 Feet_ + t `�--_ y ASPHALT P AVEMEN T Road Right of Way _ -N-�o-t+o$ 1N$ q g +'o 0 0 too• _- � too- i + Too zoo' too' 14 o �+ + " + --- --- + --- + zoo too + + } vw 100' + + zoo- Mo. 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(i02 B.S.B. +00 .72 .16 . 37 .169 .072 .006 .002 0-) .390 .32 + .390 + .016 + .003 + .072 co 6 + + + + co .035 039 •035 .007+ .002 Cal + + •t• + +001 + +04 . 02 .00005 .007+ . 05,E ,OOQi, .002+ + w 002 •002 .00 .001 _ Iw 01 .002\ 0 +. +I + d' ' +002 .005 .00A .002 .008 .020 .00 . 08 ( 62 s .tl 6) + + + + to +006 +072 .169 337 .16 . 72 (� 6 .002 Cn ;o 6 .390 . ® .39 .016 . .3 .072 .035 .03 0 - 071 t .005 �7 004 TRACT "G" PUD SPARTINA-PANICIUM MARSH - 0.04 ACRES (1,634 SO. FT.) � I \0 N- N 3&04' S 0'1`54'00" E 100yr Flood Eievatlon % id o+ $+ q@Q+ �+ g+ toQ+--g-.j-• Rk`S,B\ /\$. $ .3 0 .3® .390 .016 .�v S17 `i954»w SITE 3ENCHMARK pp1 k$�� \ + + + 19 S0121'27"E TOP SPIKE g4IL�+ �+ �+ e+ x2 k kN$x o .039 .035 .007 2 O o �- 119.54' N ,3 S $ x Op 02 $ b O --\ ELEV 87.20 opt pot x opti x o02\ +7 o0s + ooz o' �JO \ �O -� ,0232g'w �+-" 0 N+ k p xg b\px �. B.S. 6. 74.34' x 0x 9 9 pp �q2 .001 \ N \ \ S00°21'09"W O�y x 02p p17/• x + .00s .002 CA � z + \ o �� x�16 x op3 ° + + + oel 1�' �5 / \\ o S JURISDICTION LINE �\ w ,,. �, p,6 + + 6 7 .169 .072 .006 .0 �� 1 �__ \ S ppy k \ •£69 9p k `�, / rn ` �^ FLAGGED BY AQUr•+TI YMBtOTICS, O 002 xp06 •'" 6 390 32x Q35 .01 .07 p2 V"" .016 .390 .326 .390 .016 .003 .072 - p\ + x2 x•� p1 035 pat o05 � +002 .007 .035 .039 .035 •�7 •002 'tj� � / EXISTING � --- __ �0 01 o x pp1 + + + + + INV. EL. 83.70\ \ -80- -- 00 GO Retentp�SPotid �� +.002 .+ .+ .007 .005 .004 .0 5 \\\ \6, 57s x z x�y pp0. 00� A01 .001 .002 •001 / / \ \\ LINE PROJECTED TO PROPERTY LINE BY Poll + HIS SURVEYOR. FOR CLOSURE PURPOSES .00l _ a�\e I� \\\\ `•�O WETLANDS �oo��' �s 'os OWNER: CITY OF OCOEE �� 96 ZONING: MEDIUM DENSITY PUD EXISTING NWL FOR LAKE w �' LAND USE: CONSERVATION n MEADOW EL. 80.5 ONE AE 60 v \ \ (EL. 86) S O I °29'02" W 26,35.74' NORTHWEST CORNER 1// TH AST 1 /7QP / SOU 4 E / ���-� C� iECTION 4-22-28 SO4'5250"W �" �? VQ \ / POINT OF N 57 58' s� BEGINNING r 06 S� � S02°'I 9'31 "E �� g �2 35.041-77 ' /� �1 �4.Og w 66.58 g6 S08°33'4z W oN00°43'58"W - 8- 80.48' BEGIN NEW co/ TLA50 - - WETLAND 80 / / / 1 /25/s5 \ \� \ / �\O ---'LI _ PROJECTED D TO PROPERTY LINE BY THIS SURVEYOR. FOR CLOSURE PURPOSES � P / WETLANDS l BEGIN NEW WETLAND MARKINGS 1/25/05 O 00 In 0) co C N c� O °n co END JURISDICTION LINE R`\n N �S` O / / Q 0; / = 14 05' p, l9°56 5S SCALE: 1 "-60' SITE BENCI-IMARK3" SPIKE NAIL TOP EL 83.11 001 .001 .002 .002 .002 .001 .002 .002 .ON .005 .004 .002 .002 + .005 .002 002 .008 .009 .020 .009 .008 +.002 +006 +072 .169 .337 .169 .072 .006 .002 + + ® + + + + +.003 0772 .016 .390 .326 .390 .016 .003 .072 + + + + + + + ,002 ,007 .035 .039 .035 .007 .002 " +002 ,004 .005 .007 .005 .004 .002 .001 .002 .001 + 001 ZON/ V c: � 0 s (NSF' W �E lg Sg S7 � C��S�� � p� 22 j O> q T/ON prem ict, fighting t { Lamp HIPS: 100 Watt �I MH: 175 Watt Mounting Height: 12' or 17' Pole: Decorative concrete Features Include reduced glare and light trespass -I-he beauty of thu stylish fixtitic is its remarkable cer,xilitc. Its sleek snul. it its: w¢h t nrl} rmsrd bracket that helps t.i fight dtv nw. til. c tt h ,nm virntals .ms sch ic. Jinni uutts ti,rm,tl Ir.1ditional n tghborhnnds to tv.1clifimit ronnnunirie< and other cnu.11 locales. LB 1221 N 00°46'55 E 967 94' w i� N � O 0 TRACT "H" co z By Date Revision ph. 407-682-4062 Drawn: GWW Date: 03-28-2011 Project: Title of Page: Ronald H. Wilson, P.E. Lisc. No. 9710 Sheet 15 r Wilson fx. 407-682-3841 Lexington Park 466 Weathersfield Avenue PRJ LLC Altamonte Springs, Florida 32714 rhwengr @ centurylink.net Design: RHW Scale: 1" = 60' 1950 N. Clarke Road - Ocoee; Fla. Lighting Plan Signature:JULYD / 1).5 M AllLetters Fire Hydrant ti Cicnel'f1101 I�0' ( 1" Series C m S C I'S lie C. CJIM ' I Retention 1 and B ween ,T ^^°`' �Qlll(,r' �� �>� 9 Between Lines Fire Lane Striping-_ psi Cone., �� P R o next Likel:aehl?ad f Area �`� c�adwa t , $250 FINE F.S. 318.13 -1„C N NN 00 \J i 1 f I E ZONE AE (EL 86) By Date ReviAon • ph. 407-682-4062 fx. 40 -682-3�41 Drawn: GWW ') %' Date: 03-28-`�O l 1 ro ect: Lexington F°ark Title of P e: Ronald H. Wilson RE". Lise. No. 9710 SheKet hurt 16 466 �Weatl�ersfiel.d Avenue Altamonte Sprints, Florida 3:2714 rhwengr �a centurylink.net Design: � Scale. r." = 4�' % � P J,L �� 1 50 ��. ' � Clarke PLoad Ocoee, Fla. Sign and � Striping Pl n S 'nature: €' 3 2011 �u�. 2 Q 0 i W ry Q r 0 Q Exist, Curb Cuter _ x Existing Pavement //-Match Remove Exist, Pavement Matoh� _Malfch R = 40'-, R = 50' Type "F" Curb P End Type "F" Curb 4 _ S 01'10'07" W 399,34' — -- a' S 4211 2n Dome Pattern Shell Be In -Line With Direction Of Travel Edge Of Detectable Warning O 0.9" Truncated Dome (See Defdl) 0.2 Q,/ 1 Integral Dome 0 ® —O 0 O O �f TRUNCATED XNE O 10 O O Pbw VIEW All Sidewalk Curb Ramps Shall Hove Detectable Warndng Surfaces That &(tend The Full Width Of The Ramp And In The Direction Of Travel24 Jnenhes (610 tom From The Back Of Curb. CURB RAJVP DETECTABLE WARNIXG I Pik EA yISI� �. � Ca 1i 5I(I0 `�y sr9a urn WQ� �yt)�I� f �r'�s / rib�F9 f eB s> Lhw�t9oo,,, cl.4rG �02 ay�j� p+ eq` i�f Aar�r '2�,•°�c E� hr�n i�a ec� �dfA \` Ah. `{ ( �{ Back Of Sidewalk „ Alignment Variations to � ..1J2 �} Qb .4'Mln. 3'Mln. N re�I2 `� � `�•... 2'Min. Full h be Height Curb z : c I _�P o When aosswolk Markings Are Required. Ramp Run i Must Fall _ Within Crosswalk Lhgits And Parallel Wlth The Pealeoted a Crosswalk ANgnmenf o Crosswalk wldtht and configuration voryl mud com,form to lnder No, 17344 <Ind /7346. 2' M/n. Full Height Curb For BACK OF S/DEWALK CURB OR BtIFFER TRANSITIONS And Far RAMP AAO SIDEWALK CURB OPTIONS See Sheet 4. u rJo s On Curb Ramps q,X 2 o i2 7'Lrnout Or °p ill?' Sr: ulUtty Strip aide Street LINEAR SIDEWALK RAMPS Note A portion of one or both ramps may extend outslde the return. TYPICAL MAC ENT CF Pt! U slwaix CUR R AT, CURSED ETURNS SCALE: 199= 50p Stabilizer to 98% Max. Density GENERAL, NOTES i, Public sidewalk curb nmlos ale!/ be consfnafed in the publlO right of waY at /occt/4ns irwt will provide acntlnuous unobstructed pedeatlrion cirarfotlen paths to /�edesirion areas, elements End faclfNiee! In the public rigght of M& and to accessible pedeetrian routes an adjacent sites. Curbed facilities with sidewalks'and those without Sidewalks are to !rave curb romp$ constructed at all street Interseotion,s and at turnouts that have curbed returns. Portial culb reruns sM711 extend to the limit prow1bed by /sdex No, 515' to oc:ommodafe curb romp$. Ramps constructed of lacatlons without sidewalks shall have w landing canefrucfetl of the tap of each ramp, see Sheet 5, 2. The location and orientation of Curb ramps shall be as Shma! In the plans. J. Curb ramp running sfalaee at unrestrained eltes shall not be steeper than 1 i 12 and otow slope she/ be 0.02 or• flatter. Transitilon Slopes shall not be steeper than 1,12. When altering existing pedestrian facilities where existing alto development precluos the o OOMIMI'lOn of 0 ramp slope of i 112, a jwmIng slope. between / i /2 and ! r l permitted for arise cif 6" moximan and a runuiring slope of between ! c 10 and / r B!0 fsa permitted far o rise AT 3" maxlrnun, Where comp/lance with the requlrarments for cross Slope cannot be fully !lest, the minlmum feoslbhe crass slope shall be pgwlded. Ramp running slope Is not required to exceed W in length, except at sties where trra pions specify a greater length, 4. If a curb romp IS l6wiled where pedestrians must walk across the ramp, then the walk shall have trondttlon elapse to the rarnpr the maximum slope of the transitions shall be / , 12. Ramps wlih curb returns may be used at IocoNags-where other imprOvbm<nfs provider-guldaxe away from that portion of curb perpendicular to the s/dewalkt Improvements for gui'dence are not required at curb romps for ilnear pedestrian traffic. 5. Curb ramp detectable !Warning surfaces Shot/ extend the full width of the! romp and to the direction of travel 24" from the beak Of curb. Deteafobte warning surfaces shall big sonstructed by texturing o trunoeded dome pattern In conformance with U.S Department of Ilvalloo A.D.A. Standards For Accessible Design, A.D.A. Acceserlbliriy Guidelines, Sectlorr 4.29.2, (ddall shown above lety). Transitkin slopes are not to have detectable varn/ngs. -6. Unless oPerwlse caiktd out in the plans, the ramp detectable worn/rig surface sharlibe colored in woordowe with Seirtlon 351 of Pe Standard Speciflcaftoes. 7. Where a eurb romp Is constructed vithln exietlgg curb, curb and gutter and/or sidexvs/k, the existing curb or aarb and guitar Shol/ be removed to the nearest joint beyond the curb transitions or to the extent that no remain ing section of curb or cui b and gullet to less than 5'long. The existing sidewalk Sboll be removed t4 the nearest joint beyordt a transition slope or walk around or to the extend that no remaining sectkrn O of sldew!s /we than V long. B. A/pho•numer/c identlfteatiars are for reference (plans. pelmlis, etc. i. 9. Public aldewatk curb romps are to be paid for as followst Rampe. reconstructed sidewalk& walk 4roun4t sidewalks, sidewalk /andfr4s and aldewolk curbs are to be puld for Wet the eontraoi' unit price far Sidewalk i0anerete, (—" Thick), SY. tub transitlons and recorslruated curbs are to be paid for und:or the conireot unit/rice for the parent curb. i.e., Curb Come,. (Type i, LF or Cyrrb and Gutter Cana., ( Type _ ), LF. When a 4.e ate toy item for the removal and disposal of existing curb, curb and pcMer, and/or a dwalk is no i pprovided In the plans, the cost of rtmovai and disposal of these features shall be JnOlclded In the oontraat unit, prlca for new curb, curb and gutter a)d/or sidewalk respectively. DESIGN NOTES h The color requirement in General hate 6 is to iorov/de a dark -on -light vltsuo/ contrast between the detectable waminji Surface and the adjacer;rt walking surface. Where• adjacent +ve/king Surfaces ere colored a,r are carstrvated with rrwaterlo/s other than standard Class I Pidland Cement Canarete in accordance With SeotiOn 522 of the Standard Specff7cotions, the plans roust provHe for detectable warl0p surface collars or materials that prowide the necessary mnfrost, either dark -on -light or llfht-on-dark. STATE 0 F FLORIDA pEPARTMENI:OF TRANVORTATiON PUBUC SIDEWALk' CURB RAMPS Drawn By Cheekaa By w Q iJ `2 10 1 10 I �0- I d. liliatch Existing Curb- :._ - Exist. Type 'IF` Curb CLARKE ROAD 2 '--.-Type "F" Curb 4p,— RADIUS=3274. 0- DELCP-15 ° 01 ' 08 5-' ' ,. End Curb at S1W— FDOT Sidewalk Deteetor Pad 6" T^m, "D" C11/-. :25' Entrance Road PHASE 1 ENT".NC`4E mil Street r-Remove 102' Exist. Type 'IF" Curb Match Existing Pavement Edge Type "F",Curb E _._ - 3B -Match Existing Curb `Remove Exist. curt) o GJ 5g - Curb :at and Pavement )T Sidti:walk alk Detector Pad rpe "D" Curb R �(� � �J3 J5 Z 4.0 Niatc{r Existing Roadways Centerline I Lexinpiton Park Clarke Road RM , i Sol id Sod 8 „ fDOT Bahi.c Type �. 15' Lariilscape /—Buffer J7 .. 4" 3,00opsi Concrete- R/W SJDEWALK SECTION n.t.s, Sidewalk 12' Type "B" Stabilization (FBV';15) ompacteyi to 98%Ntax. Density AM= T-180 Typical Entrance Plavemelit Section n.t.3. Sl Asphaltic Pavianent Revision ph. 4!p7-6$24052 Drawn: G",I date: 02-07.2010 Proj ect: Title of Rage: Filson fx. 407-682-3841 Lexi,rgton Park 466 Weathersfiold Avenue PRJ„LLC AltamontE. Springs, Florida a2714 rhwentyr @ centurylinknet Design: RHVV Sc ale: Note 1950 N. Clarke cad - Ocoee, Fla Fhast:s I Entrance Ilan A h t 6 r03 �� � T Min. Trf�E F 1. See Striping Plan for Striping Details 2. AIII Disturbed areas in FZM/ to be restored and sodded S ignature: Ronald H. Wilson, RE. Lisp. No, 9710 Sheet 17 JUL ,2 0 2011 JUL L U LU l l I O Mom] I I ISM momimoollum I /A r - .0011 loom Mw 211111111111 i ----------- ---- MlMlM M IMlMlMlM■ M■M M MINIM M■IN IN MlMlM M■M M M-M-M M ARCHITECTURE 0 DEVELOPMENT License #AA-0002117 556 CENTRALAVENUE ,F■ ST. PETERSBURG, FL 33701 7278944453 www.bessolo.com M minim a nlMllulM a ..... . ....... ..... . KEVIN J. BESSOLO AR1 2069 (E)COPYRIGHT 2011 BESSOLO DESIGN GROUP, INC. THIS DRAWING AND ALL INFORMATION CONTAINED, INCLUDING ALL RELATED (DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF BESSOLO DESIGN GROUP, INC. SHALL NOT BE COPIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF BESSOLO DESIGN GROUP, INC. AND MUST BE RETURNED UPON 'REQUEST. ALL DRAWINGS. ARE PRELIMINARY AND NOT FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY KEVIN J. BESSOLO, I LLJ ry < < Uj In n- n 00 0 W < 0u 0 < n, 0 LLJ < LLJ o-) x 1,10 n- U ISSUED DATE: ISSUED FOR: 04-04-11 DESIGN DEVELOPMENT RROJECT NO: ............ 1,0092.00. DRAWN. BY ....... ............... RROJECT-MANAGER: .... ...... DMJ. CHECKED .BY: ............... I I ..... DATE: .................. 03-.29-11. SCALE: ........................... SHEET 19 ITEM NUMBER IV. B. PUBLIC HEARING OCOEE TOWN CENTER PRELIMINARY SUBDIVISION PLAN Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: August 3, 2011 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, Principal Planne SUBJECT: Ocoee Town Center Preliminary Subdivision Plan Project # LS-2010-004 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Preliminary Subdivision Plan for the Ocoee Town Center? BACKGROUND: The Ocoee Town Center is located on the northeast corner of Bluford Avenue and W. Colonial Drive (SR 50) adjoining Lake Bennet. The subject property is approximately 36.08 acres in size of which 12.87 acres are submerged and 1.69 acres are designated as conservation/wetlands. The site is undeveloped and covered with a mixture of pine trees, large oak trees and other varieties of trees scattered around the property. The subject property is currently zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial" with "Conservation/Floodplains" 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 Commercial City of Ocoee C-2 Vacant Undeveloped Land East North: Commercial City of Ocoee (C-2) North: Vacant Undeveloped Land South: Conservation/Floodplains South: Lake Bennet and its associated wetlands/flood lains South Commercial City of Ocoee (C-2) Commercial (State Farm, Dan's Fans, House Blend Coffee) and Institutional Hi h oint Church West Commercial City of Ocoee (C-2) Commercial and Vacant Undeveloped Land (7-11 Convenience Store, and ABC Fine Wine & Spirits) The Planning and Zoning Commission August 9, 2011 Page 2 of 3 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 has been divided into two general sub areas (Sub -Area 1 and Sub -Area 2). Sub -Area 1, which 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. DISCUSSION: The Ocoee Town Center Preliminary Subdivision Plan (PSP) will be developed as a commercial subdivision consisting of six (6) buildable lots. Phase 1 will consist of lots 1-4 and associated infrastructure. Dedication of right-of-way for construction of Public Roads #1 and #2 will also be done at Phase 1. Tract "G" will be covered by a conservation, drainage, public access and recreational easements dedicated to the City. Furthermore, approximately .72 acres of land between the relocated Maine Street and Lot 6 is currently owned by the City and will be transferred to the developer/owner. Phase 2 will consist of Lot 5 and Phase 3 will consist of development of Lot 6. As shown in the PSP, the internal road network will eventually connect to the future CRA Target Area 2 planned road network. Access into the subject site will be provided via a right/in right/out on SR 50. In addition, there will be two right/in right/outs and a full access on Bluford Avenue to service the site. Along the entire length of Bluford Avenue, there will be turn lanes to service the individual access driveways. The construction of Relocated Maine Street shall be governed by the Maine Street Development Agreement and not by this Preliminary Subdivision Plan. Nonetheless, no building permits will be issued for any portion of the project until such time as construction of the relocated Maine Street has commenced pursuant to the Maine Street Development Agreement. The Developer is requesting one (1) waiver from the Land Development Code: The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (4), (i), i, which requires Gas Stations, Service Stations and Commercial Convenience Stores shall utilize either gable or hip roof structures. The canopies for gas pumps shall be attached to the main building and integrated into the architectural roof design. The Proposed Standard is for the Gas Stations, Service Stations and Commercial Convenience Stores shall meet the proposed architectural standards for the development. The canopies for gas pumps are not required to be attached to the main building, if outdoor seating is provided and the building is at least 5,900 gross square feet. The Justification listed in the waiver table indicates that all architectural details in the project should be compatible with the remaining development. A requirement for attached canopies is unnecessary restrictive as long as it meets the architectural standards. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on July 5, 2011 and reviewed the Ocoee Town Center Preliminary Subdivision Plan. The applicant was notified on the last remaining staff comments. All of the issues were discussed and changes to the plans were agreed upon. The applicant was also notified that all comments need to be resolved prior to the item being scheduled for City Commission action. The Planning and Zoning Commission August 9, 2011 Page 3 of 3 When the discussion was finished, the Committee voted unanimously to recommend approval of the Ocoee Town Center Preliminary Subdivision Plan, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend Approval of the Preliminary Subdivision Plan for Ocoee Town Center, subject to the satisfaction of the outstanding staff comments prior to City Commission meeting. Attachments: Location Map; FLU Map; Zoning Map; Aerial Location Map; Preliminary Subdivision Plan for Ocoee Town Center. Ocoee Town Center Location Map a �] LAKE 8 NET Colonial Drive 0cu Old Win er Gar en oa r s (SITE DATA �0� j1bffERPLAN§jj 7-1 a Mz NEC SR 50 & BLUFORD AVENUE OCOEE, FLORIDA SEC, 27, TOWNSHIP 22 SOUTH, RANGE 28 EAST COMMUNITY REDEVELOPMENT AGENCY - TARGET AREA 2 COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE N00'29'27"W ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 A DISTANCE OF 1383.17 FEET TO THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SAID SOUTHWEST 1/4; THENCE S89'40'52"E ALONG THE SOUTH LINE OF SAID SOUTH 1/2 A DISTANCE OF 1329.48 FEET; THENCE S00'30'50"E A DISTANCE OF 58.60 FEET FOR A POINT OF BEGINNING; THENCE S00'30'50"E A DISTANCE OF 497.33 FEET; THENCE S89'56'50"E A DISTANCE OF 1330.76 FEET TO A POINT ON THE EAST LINE OF SAID SOUTHWEST 1/4; THENCE S0932'52"E ALONG SAID EAST LINE A DISTANCE OF 734.66 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF WEST COLONIAL DRIVE; THENCE S89'48'26"W ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 778.90 FEET; THENCE NOO'11'34"W A DISTANCE OF 10.01 FEET; THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE S89'48'26"W A DISTANCE OF 570.21 FEET; THENCE N65'07'06"W A DISTANCE OF 24.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH BLUFORD AVENUE; THENCE N40'03'24"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 690.04 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 5735.72 FEET, A CHORD BEARING OF N38'04'13"W, A CHORD DISTANCE OF 397.65 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03'58'23", A DISTANCE OF 397.73 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE N36'02'16"W A DISTANCE OF 313.93 FEET; THENCE N53'50'03"E A DISTANCE OF 34.87 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A I> RADIUS OF 460.00 FEET, A CHORD BEARING OF N72'05'41 "E, A CHORD DISTANCE OF 288.27 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 36'31'16", A DISTANCE OF 293.21 FEET; THENCE S89'38'41"E A DISTANCE OF 409.61 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 890.00 FEET, A CHORD BEARING OF N86'51'19"E, A CHORD DISTANCE OF 108.67 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07'00'00", A DISTANCE OF 108.73 FEET, THENCE N83'21'20"E A DISTANCE OF 83.21 FEET TO THE POINT OF BEGINNING. CONTAINS 1,597,270 SQUARE FEET OR 36.668 ACRES MORE OR LESS. ------A - -- 0 OWNER & CONSULTANTS 010"L c: COLONIAL BLUFORD, LLC 4801 PGA BOULEVARD PALM BEACH GARDENS, FL 33418 PHONE: (561) 630-6110 FAX: (561) 630-6717 CITY OF OCOEE 150 N. LAKESHORE DR. OCOEE, FL 34761 PHONE: (407) 905-3100 APPLICANT RAM DEVELOPMENT 4801 PGA BOULEVARD PALM BEACH GARDENS, FL 33418 PHONE: (561) 630-6110 FAX: (561) 630-6717 CIVIL ENGINEER INTERPL.AN LLC 604 COURTLAND STREET, SUITE 100 ORLANDO, FL 32804 CONTACT: CHRIS BLURTON PHONE: (407) 645-5008 FAX: (407) 629-9124 ■ I ■ LANDSCAPE ARCHITECT DALY DESIGN GROUP, INC. 604 COURTLAND STREET, SUITE 101 ORLANDO, FL 32804 CONTACT: TOM DALY, ASLA PHONE: (407) 740-7373 C,11��� ACCURIGHT SURVEYS 2012 E. ROBINSON STREET ORLANDO, FL 32803 CONTACT: FRANK RAYMOND, PSM PHONE: (407) 894-6314 FAX: (407) 897-3777 REVISION ISSUE LOG ■ ■ SHEET INDEX REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 09/08/10 PRELIMINARY CITY COMMENTS 1FDOT CO, C1, C1.1, C2, C4, C4.1, C4.2 CDB 2 11/01/10 DRIVEWAY COMMENTS C1, C1.1-C1.4, C4.2, C6, C8, C8.1 CDB 3 11/10/10 SJRWMD COMMENTS CS, C4, C4.2. C6, C8.1 CDB 4 01/31/11 CITY COMMENTS CS, CO, C1.1, C1.3, C6 CDB 5 02/01/11 SJRWMD COMMENTS C4.2 CDB 6 04/08/11 CITY COMMENTS CS-C1.6, C3.1, C3.2, C4-C4.2, C5, LS-1-SP 1 CDB 7 05/31/11 CITY COMMENTS CS, CO.1, C1, C1.3, C2, C6 CDB 8 07/11/11 CITY COMMENTS CO, CO.1, C1, C1.1, C1.2, C3, C3.1 CDB 1 SHT. NO. DESCRIPTION CS COVER SHEET CIVIL DRAWINGS Co GENERAL NOTES AND CITY CONDITIONS OF APPROVAL C0.1 DESIGN GUIDELINES 6 C1 OVERALL SITE/PHASING PLAN C1.1 (N) SITE DIMENSION PLAN C1.2 (N) SITE SIGNAGE AND STRIPING PLAN C1.3 (S) SITE DIMENSION PLAN C1.4 (S) SITE SIGNAGE AND STRIPING PLAN C1.5 OFFSITE DIMENSION, UTILITY & GRADING AND DRAINAGE PLAN C1.6 OVERALL TRACT BOUNDARY PLAN 6 C2 OVERALL SITE DEMOLITION PLAN C3 OVERALL SITE UTILITY PLAN 7 C3.1 (N) SITE UTILITY PLAN C3.2 (S) SITE UTILITY PLAN C4 OVERALL DRAINAGE BASIN PLAN C4.1 (N) GRADING & DRAINAGE PLAN C4.2 (S) GRADING & DRAINAGE PLAN C5 GENERAL DETAILS AND TYPICAL ROAD SECTIONS LS-1 CONCEPTUAL LANDSCAPE PLAN LS-2 CONCEPTUAL LANDSCAPE DETAILS AR-1 ARBOR PERMIT PLAN AR-2 ARBOR PERMIT PLAN AR-3 ARBOR PERMIT PLAN SP-1 MASTER SIGN PLAN - SURVEY OVERALL SITE AREA 1,571,722 SF 36.08 AC. IMPERVIOUS 48,797 SF 3.1 % PERVIOUS 961,828 SF 61.2% WATER (LAKE BENNET) 561,097 SF 35.7% PHASE I SITE AREA (LOTS 9 -AN248,080 SF 5.70 AC. IMPERVIOUS 1,060 SF 0.4% PERVIOUS 247,020 SF 99.6% PHASE II SITE AREA (LOT 5)5) 118,498 SF 2.72 AC. IMPERVIOUS 0 SF 0% PERVIOUS 118,498 SF 100% PHASE III SITE AREA (LOT 6) 367,200 SF 8.43 AC. IMPERVIOUS 0 SF 0% PERVIOUS 367,200 SF 100% TRACT 'A" (PRIVATE RM) 22,383 SF 0.51 AC. IMPERVIOUS 18,280 SF 81.7% PERVIOUS 4,103 SF 18.3% TRACT "B' (STORM WATER) 24,035 SF 0.55 AC. IMPERVIOUS 0 SF 0% PERVIOUS 24,035 SF 100% TRACT 'C" (STORMWATER) 37,527 SF 0.86 AC. IMPERVIOUS 0 SF 0% PERVIOUS 37,527 SF 100% TRACT "D" (PUBLIC ROAD ##i) 48,926 SF 1.12 AC. IMPERVIOUS 17,530 SF 35.8% PERVIOUS 31,396 SF 64.2% TRACT "E' (PUBLIC ROAD J2) 52,718 SF 1.21 AC. IMPERVIOUS 12,560 SF 23.8% PERVIOUS 40,158 SF 76.2% TRACT 'F" (PUBLIC ROAD J3) 11,997 SF 0.28 AC. IMPERVIOUS 0 SF 0% PERVIOUS 11,997 SF 100% TRACT "G" (CONSERVATION. TRAIL & DRAIN) 73,562 SF 1.69 AC. IMPERVIOUS 0 SF 0% PERVIOUS 73,562 SF 100% TRACT "I" (LAKE BENNET) 560,771 SF 12.87 AC. IMPERVIOUS/WATER 560,771 SF 100% OFFSITE PARCEL TRACT "H" (FROM CI1Y TO DEVELOPER) DATA 31,576 SF 0.72 AC. IMPERVIOUS 0 SF 0% PERVIOUS 31,576 SF 100% MAINE STREET SITE AREA 76,408 SF 1.75 AC, IMPERVIOUS 58,380 SF 76.4% SEMI -PERVIOUS (PAVERS) 4,290 SF 5.6% PERVIOUS 13,738 SF 18.0% ZONING C2 (COMMUNITY COMMERCIAL) -DIMENSIONAL AND DENSITY REGULATIONS (REPLACES CITY CODE TABLE 5-2) REQUIRED BUILDING HEIGHT 1-5 STORIES 2-8 STORIES (SUBAREA 1) (SUBAREA 2) BUILDING SETBACKS FRONT (SR 50/BLUFORD) 25 FT FRONT (OTHER PUBLIC ROADS) 0 FT SIDE (INTERNAL IE ) 0 FT REAR (ACCESS DRIVE) 10 FT LANDSCAPE BUFFER FRONT (SR 50/BLUFORD) 15 FT FRONT (OTHER PUBLIC ROADS) 3 FT SIDE (INTERNAL R ) 0 FT REAR (ACCESS DRIVE) 3 FT MAXIMUM IMPERVIOUS AREA (PER LOT) 80% MAXIMUM IMPERVIOUS AREA (LOTS & ROADS) 75% MAXIMUM IMPERVIOUS AREA (ENTIRE SITE LESS LAKE) 70% MAXIMUM BUILDING COVERAGE (PER LOT) 50% MAXIMUM FLOOR AREA RATIO 3.0 MINIMUM LOT WIDTH 100 FT MINIMUM OPEN SPACE 10% MINIMUM LOT SIZE 43,560 SF 30,000 SF (SUBAREA 1) (SUBAREA 2) PHASE I 0 IMPERVIOUS AREA TRACKING TABLE LOT # TOTAL AREA 75% IMPERVIOUS ACTUAL DEVELOPED REMAINING (ADDTL.) OR TRACT (PHASE I) AREA IMPERVIOUS AREA IMPERVIOUS AREA LOT 1 93,549 S.F. 70,162 S.F. LOT 2 61,729 S.F. 46,297 S.F. LOT 3 46,231 S.F. 34,673 S.F. I ® LOT 4 46,571 S.F. 34,928 S.F. �- TRACT 'A' 22,383 S.F. 16,787 S.F. 18,280 S.F. (1,493 S.F.) TRACT 'D' 21,737 S.F. 16,303 S.F. 17,530 S.F. (1,222 S.F.) TRACT 'E' 15,102 S.F. 11,327 S.F. 12,324 S.F. (997 S.F.) ADD UP COLUMN -> 48,134 S.F. TOTAL MAY NOT EXCEED 230,477 SF ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 SEAL: 0 %%J18 IICs 9IBB� e o°00000 000 a060 � o O ® N uJ o 0o$� o Z ROB& A10 1F �?Ok ® FL REG �5��� ..... � CONSULTANT REVISIONS: NO. DATE REMARKS 3 11/10/10 SJRWMD COMMENTS 4 02/03/11 CITY COMMENTS 6 04/08/11 CITY COMMENTS 7 05/31/11 CITY COMMENTS DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL ■ COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE UTILITY CONTACTS PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE WATER/ CITY OF OCOEE ENGINEERING DEPARTMENT PROHIBITED, SEWER/ 150 N. LAKESHORE DRIVE STORM/ OCOEE, FLORIDA 34761 REUSE PHONE: 407-905-3100 FAX: 407-656-7835 STORM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) DRAINAGE 975 A07 2 �. 10111 � ALTAMONTERSPRINGS, FLORIDA ILA CONTACT: RICHARD SOBCZAK PHONE: 407-659-4800 FAX: 407-659-4805 i ELECTRIC PROGRESS ENERGY - - ---- 452 E. CROWN POINT ROAD PROJECT NO: 2009,0280 OCOEE TOWN CENTER PRELIMINARY SUBDIVISION PLAN WINTER GARDEN, FLORIDA 34787 DATE: Ob/2$/10 The Mayor and City Commissioners on September 6, 2011, under Agenda CONTACT: JEFF ZAHARIAS Section H, item 16, approved the Preliminary Subdivision Plan for Ocoee PHONE: 407-905-3303 Town Center as presented. TELEPHONE BELLSOUTH C/O BICS ENGINEERING 500 N. ORANGE AVENUE S. ScottVandergrift, Mayo ORLANDO, FLORIDA 32801 Attest: CONTACT: CINDY HOPCRAFT CS PHONE: 407-282-3151 Cit k CALL SUNSHINE - CALL BEFORE YOU DIG! www.colisunshine.com PH. 1-800-432-4770 CHECKED: im CONDITIONS • • A/4\ee UTILITY LEGEND I GENERAL NOTES - ___1111111_1 4 --k =; ' ' e 23. All non-public drainage, utility and maintenance easements shall be for the benefit of the Owner, individual lot owners and property owners association PSP Conditions of Approval approved by the Ocoee City Commission on (as applicable). The land burdened by such easements shall be owned by the individual lot owners or the property owners association. 1. The City of Ocoee is subject to the terms, provisions and restrictions of 24. Drainage easements between lots are shown for location only. Final easement Florida Statutes Chapter 163 concerning dimensions will be shown on the Final Subdivision Plan and will be sized to meet moratoria on the issuance of building permits under certain circumstances. The City requirements. Oversizing of lines may be required by the City at the City's City has no lawful authority to exempt expense. any private entity, or itself, from the application of such state legislation and 25. A perpetual, non-exclusive easement over all internal roadways and other nothing herein should be construed as such an exemption. paved areas is hereby granted in favor of the City of Ocoee and other 2. This project shall be developed in two or more phases. The first phase shall applicable authorities for law enforcement, fire, and other emergency services. be Phase 1 as shown on the Final Subdivision Plan. The second phase will be The City may require that the Owner execute an easement in recordable form Lot 5 and the third phase will be Lot 6; provided, however, that Phases 2 with respect to the foregoing. and 3 are not required to occur sequentially so that either lot may be 26. A property owners association shall be created for ownership and maintenance developed following Phase 1. Phases 2 and 3 (Lots 5 and 6) as of all common areas. shown on this plan may be divided into sub -phases in connection with the 27, All declaration of covenants and restrictions affecting the property shall include approval of a final subdivision plan for all or a portion of said Phase. the following provisions: 3. Each phase of the project will stand on its own with respect to public a. Provision allowing the city to levy, collect, and enforce assessments for services (sewer, water, stormwater management access and other related maintenance of common areas if the Association fails to do so or fails to services); however, such services may be incorporated into a master plan. maintain assessments at a level allowing for adequate maintenance. 4. Except as specifically noted on this Plan, development of this property shall b. Provision granting the City of Ocoee the right, but not the obligation, to be consistent with the requirements of the city of Ocoee code. in connection maintain all common areas should the property owners association fail to do so with site plan approval for all lots within the subdivision, the Owner may request after notice from the City. To the extent that the City of Ocoee undertakes additional waivers from the City. such action, the City shall be entitled to reimbursement from the property 5. Nothing herein shall be construed to waive any provision of the Land owners association and shall be entitled to require the property owner's association to levy assessments for the purposes of paying such reimbursement. Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the Plan. Any conflicts between the Land Development Code c• Provisions granting the City the right, but not the obligation, to maintain/repair and the CRA Target Areas Special Development Plan will be resolved in the storm water management system (SWMS) and obtain reimbursement from accordance Ocoee Ordinance No. 2010 009. Where this Plan and the CRA Special the Association, or from the Owner if (i) turnover of control of the members I Development Plan or Land Development Code conflict, this Plan shall control and has not occurred, or (ii) if the Owner is still responsible for maintenance of supersede the standards set forth in the CRA Special Development Plan or Land the SWMS. Development Code. d. Provision providing that the SWMS will be transferred to a responsible 6. Any damage caused to any public streets as a result of the construction operation/maintenance entity acceptable to the City in the event of dissolution activities related to the project shall be promptly repaired by the Owner to and that if dissolution occurs without such approval then the City may continue the applicable government standards at the Owners sole cost and expense. to levy and collect assessments and impose liens with respect thereto 7. There shall be no access from the property to any public streets except at notwithstanding the dissolution of the Association. the approved locations shown on the Final Subdivision Plan. e. Provision that the Association shall at all times be in good standing with the 8. As to the portion of the property within the CRA Sub -Area I, all commercial Florida Secretary of State. lots shall be a minimum of one (1) acre in size. As to the portion of the f. Provision that at the time of turnover of control of the Association to the property within the CRA Sub -Area II, all commercial lots shall be a minimum members, the Declarant shall deliver to the new board of directors the of 30,000 square feet in size. maintenance plan for the SWMS accompanied by an engineer's certification that 9. All finished floor elevations will exceed the 100-year flood plain by a minimum the SWMS is functioning in accordance with all approved plans and permits. To of two (2) feet above the 100-year flood elevation as established in the the extent that any such engineer's report indicates any corrective action is project's stormwater system. required, that declarant shall be required to diligently undertake such corrective action at the declarant's expense and to post a cash bond with the Association 10. The Owner is to protect and prevent any disturbance, siltation, or construction for the estimated costs of such corrective action. The cash bond can be drawn within the wetland areas shown on this plan. Those areas are to be roped off upon to pay for the corrective action. during construction and silt fences installed to eliminate any possibility of disturbance during construction. The Owner may undertake selective clearing of g. Provision that no property owned by the City or any other governmental entity underbrush and invasive species in this area and its buffer as allowed by law. shall be subject to assessments levied by the Association. 11. All existing structures (including buildings, power lines, existing aerial and utility h. Provision that any amendment to any provision affecting the City requires the facilities) will be removed and/or terminated prior to or during construction of consent of the City in an instrument recorded with the amendment. the development replacing those uses. Removal and relocation of City utility lines i. The articles of incorporation and bylaws of the Association shall be consistent shall be coordinated with the City Engineer. The termination of any utility with the forgoing provisions. easements held by the City shall be by a separate agreement with the City. 28. All tracts that are to be owned and maintained by the property owners' 12. Development of this property is subject to that certain Development Agreement association shall be conveyed to the property owners association by dated 11-17-1998 as recorded in Official Records Book 5623, Page 2313, as warranty deed at the time of platting of the applicable phase of the modified by that certain Addendum dated December 7, 2010 as recorded in project. Official Records Book 10176, Page 7236, and as further modified by that 29. The wall and landscaping within the landscape buffer along the western boundary certain First Amendment dated -__--_, 2011, as recorded in Official of the property shall be maintained by the property owners association, except Records Book ____, Page _ _-, all of the Public Records of Orange 'Maine that all grass and landscaping on the building side of the wall shall be County, Florida (collectively referred to as the Street Development maintained by the individual lot owners. The land burdened by the easement shall Agreement'. The construction of Relocated Maine Street shall be governed by the be owned by the individual lot owners. Maine Street Development Agreement and not by this Plan. The inclusion of 'A', Relocated Maine Street and the stormwater pond in connection therewith is shown 30. All roads will be dedicated to the public unless otherwise noted. Tract the on this Plan for informational purposes only and is not part of the Project. In private access road through the property, shall be owned and maintained by the the event of any portion of the Project as set forth in the Final Subdivision Plan property owners association, with access and utility easements granted to the conflicts with the Maine Street Development Agreement, the Final Subdivision City of Ocoee. Plan shall control. Pursuant to Section 8.5 of the Maine Street Development 31. INTENTIONALLY DELETED. Agreement, no building permits will be issued for any portion of the Project until such time as construction of Relocated Maine Street has commenced and no 32. The Owner shall construct appropriate curb cuts to enable construction of certificates of occupancy will be issued for any portion of the Project until such ramps at all rights -of -way intersections (and other areas required by the time as the construction of Relocated Maine Street has been completed and Americans with Disabilities Act) in order to accommodate access to sidewalks accepted by the City. and streets for persons who are in wheelchairs and other persons who are 13. All legal instruments, including but not limited to, declarations of covenants, physically challenged. When sidewalks are constructed on corner lots at certain easements and restrictions, articles of incorporation of the property owners locations, the sidewalks will be extended to the curb and the appropriate ramps association (as applicable), and warranty deeds to the association (as applicable) will then be constructed. The timing of construction of the Project sidewalks is shall be provided to the City for review prior to platting all or a portion of the set forth in COA 34 below. property and shall comply with all ordinances of the City in effect at the time of 33. Parking for individual lots shall be provided in accordance with the City of recording of any such instrument. Ocoee Land Development Code and the CRA Target Areas Special 14. Existing trees 8" DBH or larger (other than citrus trees or 'trash trees') Development Plan. located along proposed locations of buffer walls or road right-of-way lines will 34. All common area improvements including entry features, walls, landscaping and be preserved if at all possible except as otherwise noted on the plans. The sidewalks along the roads as shown on the plans shall be completed prior to buffer walls and roads will be designed around those trees to incorporate them issuance of the Certificate of Completion for those corresponding phases as into required landscape buffers and as street trees to the extent practical. Any shown on the applicable final subdivision plan; except that the perimeter trees located within a road shown on the Final Subdivision Plan may be landscaping and sidewalks along SR 50 and Bluford Avenue shall be completed removed by the Owner. Protected trees located within a future building pad prior to issuance of the Certificate of Completion or Certificate of Occupancy as shown on an approved final site plan or approved final subdivision plan for each individual lot; provided, however, that Owner shall comply with all may be removed by the Owner after obtaining a building permit in connection Florida Department of Transportation requirements if they require sidewalks or therewith. other improvements to be completed at an earlier date. 15. The existing grades on individual lots containing protected trees will be 35. Owner shall pay all CAIC costs for street lights to Progress Energy and shall maintained as much as possible to preserve existing protected trees. For lots pay the monthly operating costs for street lights on public roads until such containing protected trees, there will be no grading or other construction on time as a Certificate of Completion is issued for the applicable phase of the individual lots, except as specified in the Final Subdivision Plan or a Final Site project and the roads in such phase are accepted by the City. After issuance Plan, until building permits or site clearing permits are issued for those lots. of a Certificate of Completion and acceptance by the city the City shall assume 16. Removal of existing protected trees will be limited to clearing road payment of all monthly operating costs to Progress Energy for lights on public streets right-of-way and retention areas and easement areas as detailed in the within such phase of the project. However, the Owner shall continue to be responsible Final Subdivision Plan and/or a Final Site Plan. All existing protected trees for the payment of monthly operating costs associated with street lights on private roads within the Project and other street lights within the Project. The type of street on individual lots will be evaluated at the time of site plan review for that lighting fixtures used by the Owner shall be consistent within the phases of the lot, to determine whether or not each tree needs to be removed; provided, project and shall be set forth on the Final Subdivision Plan for each phase. Any however, that protected trees located within a future building pad as shown upgrades to public street lighting proposed by the Owner shall be subject to the on an approved final site plan or approved final subdivision plan may be approval of the City at the time of Final Subdivision Plan approval. removed by the Owner after obtaining a building permit in connection therewith. 36. All subdivision signage must be consistent with the legally assigned name of 17, No clearing permits will be issued for site work or building construction until the subdivision. Any subsequent change to the name of the subdivision must the trees to be preserved have been clearly marked with tree protection be approved by the City Commission. barriers. 37. INTENTIONALLY DELETED. 18, No person shall undertake land clearing or the removal of any protected trees 38. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker without first obtaining a permit from the Building Department. The removal of shall be affixed to the street in the center of the lane closest to each hydrant. protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures to preserve the trees on site; provided, however, that to 39. Subject to COA #48, the storm water management system, including all pipes, inlets, manholes and structures, together with tracts b and c (retention ponds), will be owned, operated and maintained by the property Owner's association upon platting of the applicable phase of the project. 40. Notwithstanding the conveyance of the stormwater retention ponds to the property owner's association (the 'Association') or any provision to the contrary contained in these conditions of approval, the Owner shall remain responsible for the maintenance of the project's stormwater management system (the SWMS, including all stormwater retention ponds, until such time as: (i) the entire SWMS for the project is constructed and appropriate certificates of completion issued by both the city and the St. Johns River Water Management District (SJRWMD), (ii) the stormwater retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association, (iii) the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have been executed and accepted by SJRWMD, (iv) the city has been provided with a copy of the developer's proposed maintenance plan with respect to the SWMS, and (v) the city has been provided with a written statement from the Association acknowledging receipt of the Owner proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 41. All stormwater management ponds will be unfenced with maximum 5:1 side slopes into the pond unless otherwise agreed to as part of the final subdivision plan approval for the applicable phase. 42. The proposed Relocated Maine Street Pond shall be used for the stormwater needs of Relocated Maine Street and other public roadways as provided in the Maine Street Development Agreement. To the extent that the Relocated Maine Street Pond has excess capacity at the time of development of Phase 3 of the Project, the Developer may utilize such pond to meet the stormwater requirements for Public Road #3; otherwise, the stormwater requirements of Public Road #3 will be incorporated into the stormwater management system for the Project. The remaining stormwater needs of the Project including Public Road #1 and Public Road 1 #2, will be incorporated into the stormwater management system for the Project. 43. At the time of platting of each phase, the Owner shall provide appropriate easements for pedestrian and vehicle connectivity among the lots, including sidewalk and access easements, for City review and approval. The infrastructure for pedestrian and vehicle connectivity shall be provided between each contiguous lot as they are developed, or as otherwise provided in the Final Subdivision Plan for each phase of the project. 44. Irrigation of landscaping within the public right-of-way shall be provided via the City utility system following installation thereof by the Owner and acceptance of such right-of-way by the City. 45. Public road sections shall be similar to the examples provided in the 'CRA Target Areas Special Development Plan'. and as are modified as shown on these plans. 46. The 100 year flood zone elevation, per F.I.R.M. Panel 12095CO220F, dated 09/25/2009, is 117.4. All measurements and references to the 100 year flood elevation shall refer to the interpolated 117.4 elevation line as shown on these plans. The 100 year flood plain buffer requirements of the City are satisfied by the depiction set forth on Sheet C4 of these plans. 47. The final subdivision plan for each phase shall include a landscape plan which shows the protected or specimen trees intended to be removed as part of the phase and the replacement trees to be planted in connection therewith. The planting of the replacement trees shown on the final subdivision plan shall be deemed to satisfy the replacement or mitigation requirements of the Land Development Code and no monetary payment to the City shall be required in connection therewith. Additionally, protected and specimen trees may be removed as provided in COA #16. 48. Pond #1 is a temporary pond to be constructed as part of Phase 1 of the project and is located within future Lot 5, Tract C and Tract E. A temporary drainage easement across Pond #1 shall be provided for the benefit of the property owners association and the City. The final subdivision plan for the phase that includes Lot 5 shall reconfigure or relocate Pond #1 to a permanent location so that it does not impede the ability to construct the northern extension of Public Road #2 as part of such phase. Until such time as Pond #1 is reconfigured or relocated, the Owner may elect to continue ownership Tracts C and E in lieu of conveyance to the property owners association. Following the reconfiguration or relocation of Pond # 1, but in no event later than the platting of the phase of the project that includes Lot 5, such pond shall be conveyed to the property owners association. or another entity acceptable to the City, which will thereafter assume ownership and maintenance responsibility for Pond #1. 49. The Phase 1 Final Subdivision Plan shall consist of Lots 1, 2, 3 and 4 and Tracts A and B as shown on this plan, together with a temporary drainage easement for Pond 1 over and across future Lot 5 and future Tracts C and E. Accordingly, the Phase 1 Plat will plat Lots 1, 2, 3 and 4 and Tracts A and B and show Pond #1 as an unplatted drainage easement. 50. The project is vested from concurrency review to the extent provided in Certificate of Vesting Numbers CV-98-01 and CV-99-01. The Certificates of Vesting provide that they do not exempt the project from compliance with the requirements of the City with respect to dedication of easements or right of ways or the construction of traffic improvements necessitated by the development of the project or otherwise required by the City's Land Development Code as from time to time amended. In accordance with the Land Development Code, the Owner shall have a traffic study prepared and submitted to the City for review and approval in connection with each phase of the project. The traffic study shall address the traffic improvements necessitated by the development of the applicable phase of the project and any requirements for the dedication of rights -of -way and easements. For any future phase beyond Phase 1 of the Project, a new traffic study will be required which will be based on a methodology to be determined by the City prior to such study being undertaken. All traffic related improvements for each phase shall be shown on the final subdivision plan for such phase and shall be constructed by the Owner prior to the issuance of a certificate of completion for such phase. the extent the landscape plan approved as part of the Final Subdivision Plan WAIVE[? REQUEST TABLE identifies protected trees to be removed as part of the project, the Owner may obtain a building permit for the removal of such trees without any further demonstration of efforts undertaken to protect such trees. 19. All cross access and drainage easements shall be provided prior to or at the time of platting of each phase of the Project. 20. Permanent utility, drainage and access easements will be dedicated to the City as noted on the Final Subdivision Plan. 21. All utilities to be placed within easements will be placed around existing protected trees to be preserved if possible. 22. All utilities including electrical, cable, TV, and telephone and including on -site existing overhead wires shall be placed underground; provided, however, that the Developer shall not be required to underground existing overhead utility lines along the State Road 50 right-of-way. 51. The development within each phase of the project shall not exceed the maximum intensity of development for such phase as set forth in the traffic study for such phase. To the extent that the Owner may seek to develop the project with an intensity greater than that set forth in such traffic study, then an updated traffic study will be required to address any such increase in intensity. 52. Based on the traffic study for Phase 1 of the Project, such phase shall not be developed in such a manner so as to generate more than a total of 606 PM peak hour trips (417 primary trips and 189 pass -by trips) calculated on the basis of the latest edition of the ITE Manual and the City's Transportation Impact Fee Update as referenced in Section 87-2 of the Ocoee City Code, such calculation to be made each time an application is made for the construction of a building on a Lot within Phase 1 of the Project. The transportation improvements required for Phase 1 of the Project are based on the development of such phase not exceeding the foregoing trip threshold. A more intense development of Phase 1 of the Project will require an updated traffic stud as referenced in COA 51 and could require P Y � q additional transportation improvements. an towards t 53. On street parking spaces shall count y parking g requirements under the Land Development Code for the adjacent lot; provided however, that each space may only be counted he re uirements of a sin towards t le lot. q - 54. A conservation, drainage, public access and recreational easement shall be conveyed to the city over tract "G" at the time of platting of the first phase of the subdivision. 55. Owner shall construct the required water feature with fountain at such time as building permits have been issued for a least 50,000 square feet of building space within the subdivision. AB ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION GAS STATIONS, SERVICE STATIONS AND GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL ALL ARCHITECTURAL DETAILS IN THE PROJECT LDC, ART. VI, COMMERCIAL CONVENIENCE STORES MEET THE PROPOSED ARCHITECTURAL SHOULD BE COMPATIBLE WITH THE REMAINING 1 SEC. 6-14, (C), SHALL UTILIZE EITHER GABLE OR HIP STANDARDS FOR THE DEVELOPMENT. THE DEVELOPMENT. A REQUIREMENT FOR ATTACHED (4), (i), i ROOF STRUCTURES. THE CANOPIES FOR CANOPIES FOR GAS PUMPS ARE NOT CANOPIES IS UNNECESSARILY RESTRICTIVE AS LONG GAS PUMPS SHALL BE ATTACHED TO REQUIRED TO BE ATTACHED TO THE MAIN AS IT MEETS THE ARCHITECTURAL STANDARDS. THE MAIN BUILDING AND INTEGRATED BUILDING. IF OUTDOOR SEATING IS PROVIDED INTO THE ARCHITECTURAL ROOF AND THE BUILDING IS AT LEASE 5,900 GROSS DESIGN SQUARE FEET. SS -0- SANITARY SEWER & MANHOLE )WC.O. CLEANOUT W WATER SERVICE "D4< FIRE HYDRANT 01 WATER METER BACKFLOW PREVENTION DEVICE GATE VALVE REDUCER r>:>:-:<<>>> ><=.v: > .:> STORM SEWER & INLET UGT I UNDERGROUND TELEPHONE UGE UNDERGROUND ELECTRIC I UTILITY AS -BUILT REQUIREMENTS TO BE PROVIDED BY CITY ON FINAL SUBDIVISION PLAN di SYMBOL LEGEND OPARKING SPACE TOTALS iDETAIL NUMBER SHEET NUMBER B-3 ZONING VACANT d CURRENT LAND USE GRADING &DRAINAGE LEGEND ::,; 73.50 M EG 12.55 12.05 HP I. - -NEED 11�1111111: ■ EXISTING CONTOUR PROPOSED CONTOUR MEET EXIST. GRADE TOP ELEVATION BOTTOM ELEVATION DIRECTION OF FLOW AND PERCENT SLOPE HIGH POINT STORM SEWER & INLET OWNERSHIP/MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE 'A' 1 PRIVATE ACCESS ROAD P.O.A. 'B' 1 STORMWATER POND #2 P.O.A. 'C' 1 STORMWATER POND #1 P.O.A. 'D' 1-2 PUBLIC ROAD #1 CITY OF OCOEE 'E' 1-2 PUBLIC ROAD #2 CITY OF OCOEE 'F' 3 PUBLIC ROAD #3 CITY OF OCOEE 'G' 1 CONSERVATION, TRAIL & DRAINAGE EASEMENT P.O.A. 'H$ 1 PRIVATE DEVELOPMENT PRIVATE/OWNERS I 1 LAKE BENNET P.O.A. LOTS 1-6 1-3 PRIVATE DEVELOPMENT PRIVATE/OWNERS SITE ADDRESS: NEC OF SR 50 & BLUFORD AVENUE, OCOEE, FLORIDA. 2. THIS SITE LIES IN FLOOD ZONE "AE" & 'X', F.I.R.M. PANEL 12095CO220F, DATED 09/25/09. 3. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH OF WHATEVER NATURE. THIS MATERIAL SHALL BE SATISFACTORILY DISPOSED OF OFF -SITE. 4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCURIGHT SURVEYS OF ORLANDO, INC., 2012 E. ROBINSON ST., ORLANDO, FL 32803, PHONE: 407-894-6314. 5. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS OF ORLANDO, INC., DATED 05/13/10. 6. LEGAL DESCRIPTION SHOWN HEREON IS FURNISHED BY SURVEYOR, AND IS INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOR THE CONTRACTOR. INTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY OR COMPLETENESS. 7. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ITS ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO 1 ANY WORK. 8. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY ECS-FLORIDA, LLC. INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH RECOMMENDATIONS CONTAINED THEREIN. IF ADDITIONAL SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER. 9. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT LOCAL, COUNTY AND STATE CRITERIA. 10. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE LOCATED BY DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS OR FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE EXISTING SR 50 R.O.W. WITH FDOT & THE CITY OF OCOEE. ALL WORK WITHIN THE BLUFORD AVENUE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF OCOEE. 13. SCS SOILS TYPE: TAVARES FINE SAND. 14. STORM WATER MANAGEMENT IS PROVIDED BY DRY RETENTION. 15. THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF CONSTRUCTION. 16. ALL DISTURBED AREAS SHALL BE SODDED. 17. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE DIRECTED. 18. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION OF WATER, WASTEWATER AND STORM WATER SYSTEMS IS COMPLETE SO THAT TIMELY CERTIFICATIONS MAY BE INITIATED. 19. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: a. SURVEYED "AS-BUILTS" OF ALL UTILITIES AND STORMWATER SYSTEMS, b. COMPACTION AND DENSITY TEST REPORTS, AND c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. 20. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION. 21. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. 22. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH ADA REQUIREMENTS AND LOCAL ORDINANCE. 23. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC CONTROL DEVICES. 1 24. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB. 1 25. SMALL CURB RETURN RADII ARE 5' UNLESS NOTED OTHERWISE. STREET RADII ARE AS NOTED ON PLAN. 26. ALL STORM STRUCTURES SHALL BE PLACED ON A 12" BED OF CRUSHED STONE OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. 27. COMPACTION DENSITY AT ALL UTILITY AND STORM STRUCTURES (INLET/MANHOLES WITH ROADWAY TO 3' IN BACK OF CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PAVED AREAS PER AASHTO-i80 (MODIFIED). 0 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: ®®®00'"11 1'11111A ® SSfj moo n 0..O..po0®e 4® ,p o °®o � - o m IL A a � _C � O .. _ 0a Z A ft % � e� p ®° °° ,:) 1� ROBE R c if Sly, %%s FL REG �567 5o 11 1_11 1 I CONSULTANT: I REVISIONS: NO. DATE REMARKS 1 09/08/10 PRELIM. CITY COMMENTS 4 01/31/11 CITY COMMENTS 6 04/08/11 CITY COMMENTS 7 05/31/11 CITY COMMENTS 8 07-07-11 CITY COMMENTS IN D M n OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL 1 ■ COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 *17 0 0 1 CHECKED: ■ ■ g'IT1�P S� NTERPL/�►N <: _ d.. Roof structures xncludln ::.fascia shad. not.l�e exa erated be end tt�e ro ortx€�ns t� Ent �_ n u an 3 . _ : ne atxe� ..xtn ,act. t11e..sut aur�dxnpropertxe...Ueeaue a the. name. �t. rc�duces:�SL�I im ci _ .. � � .,�. ..., _ d to : es to h t e owing c of al n esz s.tan.dar s, .. :1. The Deuelo ez .deszr establzs h #�11 .. n ar hate . ur a d d g .. Brent to .the b t1 mh u .din _ _ - _ _ _ _..... s ax c.tutectu st le. _ x-al ....._.. __ ... _.... _ _ , _ _ :.. _:. ,.. 7: I: _ a. In exxe7al doors ;and ent wa: s_shall be desl'ned.tca rt�t.:xde r xsual focalcxuxts:as:wela as:: h 1timed thr :... 1 nee tare: aalc:' am V� _.... _ .. , .. .. _ _ _.:..�. . safe card that the:bxasldzn s wztlzzn the deelo znent.reflect the. xma a of the deuelo ment<as ;a: D. g,_, .., 3ARCHITECTURE ;. ; r . ,; co�;er from t e sun.and aders.e weather:conditons. The:: ahem.<,f. aacement . ro : Qrti4n '. , ...: zxENGINEERING whole a d unified .ram Bet: _.. 1 J ;. ected o the e. For as statron faGxlxttes the, Cana over the iuej: um s. shalt not be Bonn t Y I_ ., P P_ = _:;a`rr end; materials. csf doors shall:b.e harmonxou:�. with sui�oundxn struottare:s. u:: d m unfi�et rnee' : n C a n a ha 2 a1 ux nle 'eh asl cnclitxanin `'' itntt . he�tn :u tts>. t n. >� n ... _, _ _ : , : : -:P , 171X11[Ii F < (tllilr;:::atlit. tlhes;<at�i> liTT1acl w TezZtr rt one adn:; INTERIOR DESIGN e d a a ete�in p t d z. to z ua e. l ne a to a to zn .and nee .an ttra z o. et s an a d. r a. h 1 d v a z nt n m zn enh 2. T s a _., .. _ . ,, ; . ....:_ r ':. :: .:... ..::. ^. .. _. _ :.. .:.<: .. .... ..L b: are e co trz d. b fiat ..fro _.t e re e . o . t ;c Lnt a s n e e e dx�'feren ed m h i�aaind x. f. h�.fa ade :thxc�u h. tali: e . It , ,state , :n� ate 1 e ; . f� .t. �+ ee�t,pryi }may+ ,:: qg� f� i W. Tr ned.'sfra_.. Lit01:L�:1:.Y V::•. PROJECT MANAGEMENT szcal eni zrQnment rtn.x hzn. the .develo merit throe h the deli of the site use of.eolc�rs . h t._ _.. _ _ _ .... .;-.. } j ,i _ , ah ont to :si x�}.zeantt to ahe ��sual 7m a of �.> ��.4�i�°/{��.lYl`�tii�-g�[i��'w:�lt�ir�'i)�..b��ldl� m(`�tE'.i� 'S` �'.� �1.�� 1, Y P _ta _ _ _ _ _ _., ...:,. . �. t e use o co or' c� an a :: materia s a catxoiz o arc itec r� eater s ".arc `es= to e lP g _. a e at : with. areh2teeturai st e rid o xb and. ate Pals. sin e i tin , screenzn zlx ... .. .a... ............ .... ....: ... ...J. .. ........: .. g g 5' P u ,ou dzzt truetu es . s rt n s r .. _ ....':. : .: .: '.. - .'.. .:: ... :: ... �. do v u a e ct to x a an o1 ct el el Bet o he bui d n .. xt xn o e hxeh n_ dx z u le x � n a lx wh w i m xi d h r h r �, : � h J � _. y P _ _ .:.. _ _ ,, :.. _ ,: __ . _ _ _ _.. . _ .. . . .xn . �:. . <. ::. :: ,. , :.awning . , . columns....... ortxnc3s :colonnades .: etc....setbacks : cxf£sets ewe . c an es : a d t e __ � __ P � .. : o oaf ° au ' aed.. e as .� � t:.a� � � ..::a b.. P �. n m hang ut x�.en . �. � urtenanc�,s_�h�11 h k � t_ a nxxnx�zu�:>:. _ _ _ . _ _ AA 003420 CA 8660 �rxsual character and . uaa r. of the sect Ili order to' ro ect an :ntza of'''" t cuaht .,. ,.... l V a.'. l P J._ . I _: �, ;; rA11 :used taof fits ..rQurtted.e to Inetxt end a urtenar�shll hettal `cr�ersed; ... . + NE>i 4 L �DESZ i I I I i ms bu lds ht coxxform eentsl aesth c:' f. .. .n �b.: oftothefol v.la ... .:„ .. c:hW. Qh1 bythm i rt ..,. : c. Entrta. desx a ca `" orate: har. sea fe tines such 1 x tip . rn n d a slw x 6 LAND STREET 04 COURT vhzc te. e 1 s e r t. :.t e evela . Brit o - utlines the r tzzrem_e ix crn 1 .ti d sz n cif al tru to .es i hzn h d Th e tr n_�s e . is m xss..c c .d .. - a t a c raa :. a.t . b .t a ' "Table::. l uuldi s..sh be. a wx to min en n e mate is thhz x du a.. Alb n all f ih . ,, _ _ _, , ,. F m o x d a xis.:.: a� in ; water.:features and:: <the. ;tile. ant a . desx , ,, a �e ' a ate lan sc 1 a b n tnt rat :SUITE a �(] tl�St n i}f t'i:a�ultehn `:.anal: 100 ![�f a , _ a d a a :c ztec. ra . s, ie ase Sec :...des n ..e. uz .ements shall zn hide consz er tion of z. h to 1. s all be 1 d h. z x r h _ b... 1. .. _:. u ea ee; h a ran hl h _. _ . _ .. aandsca e : lanters:..or wm ally wsth .la dsca ed. areas n ;: -; ,. :: , i areiiltPaCtUt l] c n l t nt: xtit ii St : + c 1t� : eaiist llc o iliaterl l dnd r c ORLAND PH 407 645 5008 archztecturai coin anni .. wzth ad acent..stiuetuies, roof Al.to P .... ... 1. ga, eterzor co.oxs an : rrza . rig s: _, _: ;: ;: ::: _: _ _ . _ fih hir; cly re f Y FX 407.629.9124 0 FA 8._: .. ..... . . ..... -.0 N RA I �D L Ll 5 ,COMMUNITY COMMERCIAL (C-2) EXISTING BRICK MAINE STREET MAINE STREET TO BE CONSTRUCTED AS A6 SHOWN DURING PHASE I OF CONSTRUCTION I A 6 -.1_ ...... ..... .......... N REALIGNED MAINE STREET (80' PROPOSED RIGHT-OF-WAY) 1.75 ACRES ± MAINE STREET .. .......... A� n.. 'IF' TRACT 0.28 AC.± MAINE STREET &iE4�* I j_ (CONSTRUCTEI By dlY, k 'e, OCOEE, SEE SHEET 8.57 AC i U V 1521� LU `4 LfAiL%r P q n'. "i-D fR" . . . . . . . . . . . . ;,", 41". 1::,*N1-.. �Rs T FUTURE C51 PUBLIC ROAD #3 (PHASE 111) J" S_+9D w_ EXISTING ASPHALT MAINE !EET z 12� :I� Llnn nn_ yo�?�.�m. L L 1 �M= =0 won 0= ww" �:mz 1 12 L3 L4 L5 L6 L 7 wal . . . . . . . . . . . .... ........ ............ LINE CHART S35*20'45"E 190.92' DESC N54*32'54 "E 36.39' DESC N53050'03"E 36.39' CALC N5305 1'21 "E 36.40' MEAS NOO*15'07"W 73.66' DESC WEST 6. 00' DESC S89*56'10"E 29.05' DESC NOO* 11 '34 V 10.01' CALC S89o48'26"W 18.84' CALC S89*48'37"W 18.77' MEAS N65007'06"W 24.65' CALC N 65 * 08'10 V 24.62' MEAS `­A1­`f','0 'D, Df,' I? 2 0 22 OL -�O O� i*���4",�'.',,'..,,",,,"�,,�l-,�' i K !-?,O�AD L-fe" N0,1 A2 FDOT STANDARD NOM: a. All work performed within the FDOT right-of-way shall be in accordance With FDOT Roadway Design Standards the Standard Specificatiions for Road and Bridge Construction and the Utility Accommodation Manual, latest edifions. b. FDOT office must be notified a minimum of 48 hours prior to lone closures or any work within the FDOT right-of-way. C. Test results are required upon request. d. Engineer's Certification together with as -built, if required, to be submitted within 30 days of complefion. (form 850-040-19) e. Maintenance of Traffic to be supervised by a certified person. f. All utilities to be field located prior to start of construction. g. All concrete to be removed is to be saw cut and removed to the first good joint. Replace to match existing color type of surrounding sidewalk and meet the latest FDOT roadway design standards. All concrete sidewalk to be Special 3,000 (PSI) Design Mix and supplied from an approved source. .... ........ ... .... .... ... .... .... ........ .... CURVE CHART CENTRAL ............. .... .... . ....... . ............. .... ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C1 5 1 *49'59 220. 00' 199.03' N80*27'54"E 192.3 1' DESC 5104959 220. 00' 199.02' N79*45'03"E 192.31' CALC N79*46'30"E 192.33' MEAS C2 150 10 P24 640.78' 169.69' S8 1 * 12'19 "E 169.20' DESC 15* 10'24 640.78' 169.69' S8 1 *55'10 "E 169.20' CALC SIS 1 *55'50 "E 169.13' MEAS C3 01*30'20" 5 735. 72' 150.71' S36*05'55 "E 150.71' DESC C4 04*0 1'45 " 640.78' 45.06' S75037'59"E 45.05' DESC C5 11 *08'39 " 640.78' 124.63' S83* 13'11 "E 124.44' DESC C6 00*32'21 " 5 735. 72' 53.98' S36034'55"E 53.9 7' DESC C7 00*5 7'58 " 5 735. 72' 96.73' S35049'44')E 96.74' DESC C8 02*28'03" )OW 5 735. 72' 247.02' N38*49'22 247.00' DESC C9 00* 16'30 5304. 00' 25.46' N39*38'55"W 25.46' DESC C10 03*58'23" 5 735. 72' 39 7.73' N38*04'1 3 V 39 7.65' CALC N38*02'35 V 397.71' MEAS ;pi* 0 . . . . ....... . . ...... W Ak X N. Z ON 20 Jr NT COMMUNITY REDEVELOPME 7 DIPBAREA B COMMUN11Y COMMERCIAL .. . . ... . . .. R (C-2) BLUFORD AVENUE TO BE EXPANDED �i�. a. PRO AND TURN LANES ADDED AS SH PERTY BOUNDARY (TYP.) V ` .... ........ ........... . ........ N, _�,96 OWN FUTURE S C7-,-")N 21 DURING PHASE I OF CONSTRUCTION TRACT D b- N 6 V 15 -1�3 2AC.t X �,,;T A C11 PUBLIC ROAD J1 q � . . . . . . . . . . . . C E4W 1 5, �`_-,,'4 3 Y K N, sol".,J]", 6 SW M"N' EXTENSION (PH. 11 MD/OR 111) '38 9 1 5 6`5 FIRST TO DEVELOR? V 3 '53,2" r 8 7 C) MATCHLINE C1. I & C1.2 R . .......... .. ........ .... ............. .... ........ .... ........ .... ............. ............. .... ........ ..... ......... ... ------ -C-1.4 'Al �e. MATCHLINE C1. I & C1.2 . ............ rTx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 771 .777! ........ ... I ............. I .......... ............. . Z.N Og galy. . . ......... ---------- ---------------------- --------------- gM'316 R." 2R v r 7 7 -7 . ... ..... & . .... . IN I'M MATCHLINE C1.3 & C1.4 'We 3. All S, u, A ­ i &,", 2e) .5b (VIP) IR PHASE 1 0 TRACT B 6UN 11Q11 1_� S KF j 7�4L%!� S 5,11 2 �E`,�­,,%,j�,',,J,�"., COMMUNITY COMMERCIAL 741 `-TRAC1 (C-2) TRACT 1112111 :10 _Ac r ur .8 0.55 AC. t "C EU +1!' lo, N W 100 YR FLOOD ZONE ELEVATION _U RAICT 11G"��*`,�' (1117. cc -'r-t 0 . . ... .... . . . ... .... .... ... ... .... .... ....... �`�M�\ Q, .... .... ....... ..... .... 0 �T ........... 41%, -1.] .. . ........ .................................. .. .... .... .. W­ 1-,469-�C_ - - - - - - - - - - - - - - - - .. ........ .... --- 'UTURE F ...... ..... C"' PUBLI 101 Cj WEI.. I - - -------- 72' y JURISDICTIONAL WERAND LINE RONOENTAL S CES, INC. FLAGGED BY ENVI ERVI OT W . .......... .... �`L' . .......... --N ON MAY 10, 2010 AND APPROVED BY SJRWMD. n; x., .............. . . . . . . . 4P PHASE I Q) R .. .... ... . ......... R E7 11311 _j P LU LU.... ..... . '4 A X el 1 '11 il I . . ......... ... . . ............. -all LW 3�' z 7 551.37 CALC L S89*48 26 S. BILLIFORD A _J ................ NE Cqv., 54.9,9s A "Ib f, TRACT 12.87 AC.± Lj ic; Vi.1' A4 4 zl 11.1�� ...................... Hi LA _K_ _T` OT L 1.42 AC. R D 30' 20-- Y BEMVET it U71-WY. EASEMENT R., - A6 A #1 .7 . . .... . AC. 6 gn 00 SI T B0 ....... . . . . . 130RI, ;;s cl, e Z5 % !A E. Q-�3, j,"p" NORTH SR 50 R-O-W LINE A." ik YKD�;`4 . .............. . .......... . . ... . .............. 55%435 .. .......... 319.091, ------------- X .... .... .. RNER, _.!77 .... .... .. 7 . .... .... . W S89*4826"W 778.90' CALC N� 1`,? W""' . .................. .... .... .. S'5f ............... ........... .. . - - - ----- ....... .... ... . ......... ...... . ..... ........... 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VzzP Zi . . ............. . ........... . ..... - - - ------------- - --­-------- . . ............. _: ........ . . . . ............... . ... ... ... . ...... . ...... . ......... - - ­­-­- - ----- - - - - -------­--- - - i;� . rRl#r MAI S.. .­­.-.':'.,.::­,.-1.1 - - - ------ ..... .. ,; ... . ..... ..... . .... . . . . ................ :> :N . .... . . . . . . . . . . . . . . ................ ..................................... ......................... ........ ... ......... :: ..... ...... . . ....... . . . ....... ........... ""N" S` I ..... ... �H . .. .............. ....................................................... ............ �:'' ... . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... I� ............. . 80' 01 80' 160' "D v r-----Trrfli 111111111111 GRAPHIC SCALE A QING PLAN OVERALL SITE/PWAQ db -z ... . ....... .... .. .... ... ......... . . L . ......... . . . . . . ................. . 777 P:1 ...................... `k- ........... . .... . . ..... 117.4- "A GENERAL COMMERCIAL .............. K A I-N (C-3) COMMUNITY COMMERCIAL ALL WORK IN SR 50 R-O-W SHALL (C-2) BE COMPLETED IN PHASE I OF 1 80' CONSTRUCTION S, - - - ------ ---- - INTERPLAM ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: 01%til N < a 44 co j 4 ROB FL CONSULTANT: REVISIONS: NO. DATE REMARKS 1 09/08/10 PRELIM. CITY COMMENTS 2 11,01,11 FDOT D/W COMMENTS 6 04/08/11 CITY COMMENTS 7 05/31/11 CITY COMMENTS 8 07/07/11 CITY COMMENTS DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/10 I w I n. .. . . ...... W�'j ... S5 7*2­`4­',`­2 6',­­ WI-1 . ....... PS' 7 wl. il"", IffrERPLAW-4. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407.629.9124 .... ... .... EXISTING BRICK MAINE STREET TO BE REMOVED AND BRICKS RE -USED % SEA .5 s OW W?`OPmil'w D % A PROPOSED NORTHERN MAINE STREET R-O-W LINE 1A"A" . . ........ w < 7� f g� "S -0 zz PA HA LIVE S TREE T D: z . ..... ..... ...... . . .. ............ . .. . ............. .... ....... %0' 6 ....... ..... ............ 5 .......... . . . .. . . ........ ............. . ........... -- — - - - - ------------------- . ......... C 2 WNFR- (�!T` O� . . .. ....... . ...... IV P` 7, c =7— , ­'K A 4 R(�B �T%Gt-N ....... ..... "I..- ............. . ...... _' ......... . 7 RID ........... ..... .... . ..................... . ... ... ...... . . ... ".0 . ........... ........... FL REd"#'75697 V.. ........ .. ................ . . . .......... . ............. ... .. ....... .... ....... F­ ... ...... 77-774 77 7 '7 7, CONSULTANT: (71 7 Jl 5 '20 =77 7 ........... . . ........... .. ............. —RE, OCA IF, MAIN, 8 2 4 1A (.Qnl D f% INA 0 2 kK V'i_j A -PHAAP.J.".. PHASE 111 ASPHALT PAVEMENT 3 PROPOE tc ? RO, 9�1� �NE STREET R—O 'T 'AC MAINE 9 LEE T: R H . ...... 9 u /x 71 Al�_1111�, 1*,�� A . ..... 5' ......................... 2 4,, REVISIONS: Y 242 ............. NO. DATE REMARKS z, - U� ,-*�,.,� ....... ..... . .. . 47, ....... 67,, 2 11/01/10 FDOT D/W COMMENTS 2 1 67' -2 k '.11 . ......... n S8 ........... e,. 4 02/03/11 CITY COMMENTS 2 p� 2 .... ... . ..... ... . "'rili Y �`­-'� 6 04/08/11 CITY COMMENTS OPP 35 _76. P/3 N ', ............... A A.Ii "OR N.—EWAY CONNECTION _V. 'CONCE E . ......... N. .1e x1l "ON 2,411 2 EXISTING PROPERTY LINE K A., 8 07-07-11 CITY COMMENTS 21:. 2,� ...... ... 32 ....... ... ­".:��.-,:--�ISUBJECT TO CHANGE BASED ON FINAL SITE PLM) R' OND A' P i:ftR . ......... ...... 2 'l u% 4 A, 21 ML J vv 2 v—, J K z t 216 7 'd -Z PROPOSED LOCATION OF X FUTURE ROAD NETWORK 0 2"6 2 STI 2 2.1,113 x., E EXI NG EDGE OF PA r 0 Al. r 12 'A 20enm, . ......... v u P", ,—CONCRETE SIDEWALK BY INUIVIDUk ME .... ........... .. LOT OWNER AT TIME OF DDUOP� 2' Ll TRACT 11F 5 J j 14 0.28 AC.± SEE SHEET C1.5 FOR EXTENDED MAINE STREET DETAILS ci .... . . ... f t%,:A -o� . ........... . ... FUTURE N' 11 ­Z ......... Lc) cl. . .. . ..... __J J T­.? 6 113 Ul L 0 Lu z 8.5 7 AC. 0 A !> `2 1 0: e, "4 N... . . . . ........... 12 "k ..... . . . . . . . Q) Ljf . "N . ... ...... A, .. . . .... -.2 19 1 V, hl 7 .......... ' ......... i ............ 2 J E­1 NCRETE SIDEWALK- f 9? W A E:,­,'."-',,i Ff 111i, f ........... . ........... RAM 20 C 20 4 . . . . . ... v ......... ) > DEVELOPMENT j, 2 15 f OCOEE TOWN CENTER �UPERIGHT-..!N/ NEC SR 50 & BLUFORD ROAD u PIG HT­OQT DONEWAY <\ �.V 1. x S11, 7 OCOEE, FL i KM NOTE: CONCR TRAFFIC SPARATOR REQUIRED d T R 0 EPLACE STRIPED ISLAND IN BWFORD _.4 SITE NOTES [1A] ASPHALT PAVEMENT (TYP.) F77777777777'1 Fl 81 ADDITIONAL ASPHALT PAVEMENT IN R—O—W 21 EDGE OF PAVEMENT (TYP.) F-31 TYPE "F" CURB & GUTTER (TYP.) 4] TYPE "A" MEDIAN CURB AND GUTTER F51 CONCRETE SIDEWALK F6 PROPOSED DRAINAGE STRUCTURES (SEE SHEET C4.1) M BRICK TURN LANE REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND REQUIREMENTS. — I AVENUE,lF RIGHT-IN/RIGHT-OUT DR EWAY IS COPYRIGHT @ 2010 CONS'h;k!�T INTERPLAN LLC RESERVES ............ COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TRACT 11D TO THE ORIGINAL SITE OR 12 AC. — PROPOSED LOCATION OF PURPOSE FOR WHICH THEY WERE "ROAD NETWORK FUTURE,,, ................. ... ............................................................. CHANGES OR ASSIGNMENTS ARE ... . .. . ..... . .... 1-1 'q I 'k P If e % 0 1 B J, PREPARED. REPRODUCTIONS, N, HASE III n PROHIBITED. PHASE 11/111 "t`� M . .. ... ... /p, �, 7 �7 ­7 j....... ... ...... . . ..... .. ....... ....... .1.1 411 -N� ND . ..... 8W "U A, 'N 1000' .. ...... . 4 . . . . .... 0 0,;;ok, .&"n", . ............. ............. ............. .............. .... ........ ........ 10.7..." ., __ .. ............. ........... e ............. ........... 11 ............ . ....... ........ Pk- 5 MATCHLINE C1.1 & C1.2 Xlw. z /u J, a.- ... .. . . ... . CHLINE i. � ___ A_ ... ....... J vv > 07� E": :k- i..'.0 L % ........ . ..... . .... .... .... ......... x /0 N .41 .0000 . ...... ... V FUTURE PARALLEL PARKING u, '_Z PROJECT NO: 2009,0280 U . ...... 91 28/10 DATE: 06/ ......... . NORTH ............ 01 N�' . .. . ... . L��4 40' 80' 40' A At I Z., GRAPHIC SCALE TRACT 111311 X cl A 0. 55 AC. ............ .... ........ .... ........ .... ........ .... .... .. .... ........ .... ........ .... .... . .... .... ... .... .......... .... .... .... .... ... .... CHECKED: k (N) SITE DIMENSION PLAN 2 . .... ........ .... ........ .... ........ .... .... ... .... .... ... .... .... ... .... .... ........ .. ........... ........ .... ............ ......... -%u� k ... ...... . ... .... . .. .... .... ... .... .... .. I m — Z� F! 11 7 NNW I — m 0 .... . ....... . . ........ . . ..... . ... ............ . . 2 w, FLAGGED WETLAND UNE 4 2 25 INTERPLAKi. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 < ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407,629,9124 ........ . % S [�O A "ORM"K OW D lie LU u 0 A FA AfAINE STREET D: 2 0 .... ...... . ........... ........... . . ... . ......... . ... . ......... ....... . . . ...... E R - OF ............. .......... . . . . ................. OW ... . . . . .. . ............ .............. ........... 12 ...... .. ........... — OBE P?7f& Eys$%% V.. ............... . .... ........ 0 0 0 D 6 YELLOW p z ......... ............. .......... . ............ 7 ........... . ... . .... .. ..... ... FL REG # 56752' .0 ............. R .. .... ..... 11.1 v71.--. y:� ..... ....... k...... ... .... ... 7 — — — — — — — — CONSULTANT: ......... I ...... 00, L WF- c )k -A 11-1 71-3 "",ql 1,qQ4.i -7# J, IVI A . .............. . . . . . . .... ............. ... 1111,1111 ............... ......... ........... c ............. ...... ......... .......... �,o A8 I 1 11, (80' R ..... WHITE( 3 .......... ............ ............... .............. WTV 1161 t7 1,2 f" Al 4 ? ........... A-'r ........... A J 7. 44, D` U. 7,,` 2--o-v AC # a. -A i. f,�f if -Y 1�� I J1 REMSIONS: ­4. NO. DATE REMARKS 2 1 ............. 0 . .......... -j . ......... 4 2 11/01/10 FDOT D/W COMMENTS . . . . . . . . . . . 67 2167 z'' '1 6 04/08/11 CITY COMMENTS k-/ 8 07-07-11 CITY COMMENTS ORB "'.3, 5 76� 2 f 23 'J B' ... .... .... `V, A.; N f ........ . . vl�`�, A� . . ......... . ..... 21 iA 'a ON' C <71. I f ...... .. . M 1'/ "-J f N-f I I ... . .. ..... . f 2 16 ee ..... ..... 2 6 f ORB 5,� 8'."51" S 2 1 Z-1 r 2 -0 7 "'f, 1, - , ` , ` f 7�1 20-'3a ", -n;, I I � : .., 2--� D� v." .. .. ...... .. .. k K 2 6 A, 2 Z'., .38 114� -K� 6 WHITE J f ? . . .. ....... TRAFFIC CONTROL & SIGNAGE 2 J TRACT 11F D C"', W.. -,k 3*, J 0.28 AC. �u f 20 . ......... ....... ....... ... ........... S J - — ------------ .......... .......... ...... ... . .......... ;*.�f f -CU' C qr 0 LOT 2 8.57 AC. "40 A _4 'a e-"" 2 261-�Zl I k V,% .. ...... ..... 4, 20J.3�1 6 YELLOW -D .......... . ...... - ...... ........... ......... ... f ........... e f- *-, / -�,x, ; ; A cy) 2.�.J�27 ...... . . ...... f E ................... . J1 RAM 4. 1,�. ...... .... . T1. '1';*---- DEVELOPMENT E-1 OCOEE TOWN CENTER f ... ..... . 2000 kf;TUAE� RIGHT IN/ NEC SR 50 & BLUFORD ROAD R HT-"bqT� �REWAY OCOEE, FL —j 4 B, V, V31 0 COPYRIGHT 2010 2011, f . INTPPPI ANI I I r DP-(ZPDX/P-q COPYRIGHT & OTHER RIGHTS 2 24" WHITE STOP BAR (THERMOPLASTIC) PER FDOT INDEX 17346 4 In RESTRICTING THESE DOCUMENTS 'f' 24.4' 2�1 f CD TRACT 11W . ... .. .... < 12 AU. TO THE ORIGINAL SITE OR X YELLOW PURPOSE FOR WHICH THEY WERE 'STOP" SIGN (R1-1) 30" CD PREPARED. REPRODUCTIONS, A f P1. . ...... ....... CHANGES OR ASSIGNMENTS ARE V v N 20' 6- WHITE OR YELLOW (THERMOPLASTIC) PER FDOT INDEX 17346 s PROHIBITED, CD 3 'r YELLOW 3 WHITE ND, 92 ....... . . . .. �A DOUBLE 6- YELLOW (THERMOPLASTIC) PER FDOT INDEX 17346 Q f # CD < -T .... ............. ............. .... ........ ... ............. ............. ....... ..... ............. ............. - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - --- ..... .... .. ... ....... ......... ............. .......... - - - - - - --- rA TRAFFIC ARROWS PER FDOT INDICES #301 & 17346 (THERMOPLASTIC) CD MATCHLINE C1. 1 & C1.2 0* & r -Z MATCHILINE C1.3 & C1.4 ;k, vv 0� 1- - ..1 ... ....... ..... . ...... ...... 18- WHITE OR YELLOW (THERMOPLASTIC PER FDOT INDEX 17346 "A ZJI-Cf-c V� d f EX"': 0 N �4 A 4" 4" WHITE REFLECTIVE PAINT @ PARALLEL PARKING CD ,e x f I I - PROJECT NO: 2009.0280 N DATE: 06/28/10 NN ol 10 6" SOLID + 6" SKIP STRIPE (YELLOW) 0 TWO WAY LEFT TURN LANE PER .... .. ... .. NORTH CD FDOT INDEX 17346 of .............. f ............ 2 40' 40' 80' zLA f C1 m2 V", ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE "MANUAL ON GRAPHIC SCALE UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF -%T 111311 TD At 1 401 ..x .4000' TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. 0. 55 AC. A OF s 4 '00 ".51 ... ........ ".. .... .... ........ .... ........ .... ........ .... ........ .... .... CHECKED: ALL PAVEMENT MARKINGS IN FDOT R-O-W ARE TO BE THERMOPLASTIC *E & STRIPING P (N) SITE SIGNAr- LAN vv**" . .... ...... f ... .... .. ..... ....... ...... .... ........ .... ........ .... ........ .... .... ... .... .... ........ .... ........ .... ........ .... ........ .... ........ .... .... ........ ... .... ........ .... ....... .... .... .... ........ .......... .... ..... . -k MEN iz jo MATC H Ll N E C I & C1.2 at=" Mod LU 71 RPLAN9 NE liffE MAT C1.3 c f. . ........ . ...... ol ARCHITECTURE 'ON N, 15 ...... ......... ENGINEERING 4 .... ..... j RE INTERIOR DESIGN i7 PUB c ROAD #1 PROJECT MANAGEMENT .41 4A SION ...... . . ... * ......... AA 003420 FUTURE 8' CON�C D CA 8660 EWALK., V.) R40' �T X P) FUTU'.. licil 604 COURTLAND STREET . . ......... NDO, FLORIDA 32804 PH 407,645,5008 Liu A . ....... FUTURE ASPHALT PAVEMENT (TYP.) tl: c ; . ...... KI SUITE 100 0.55 AC. ± N4 -ACT DA f 3 T TR .8 NG ORLA . . . .... FX 407.629,9124 . . ... ..... ; .. ......... .. V SEAL: FUTURE PEDESTR"PONNECTION"(TYP., . . ..... . . . . ... .......... N Q(ISTNG EDGE OF, PAVEMENT 1 '69 AC. Ire -IV 4' 6 . . ........ �'CONNECTION (TYP N . ...... ��E DR 4p CONCEPTUAL W (SUBJECT TO.,CHANGEBhkD ON FINAL SITE PLAN) Of, EE 001. . ..... ............. .......... ......... .......... AC%�± opl. ........... .................. WELL -TO 57 72 ............ ROBE A N FL REG ..... ....... OM91ON ........... 2 PHASE .... .... . .. .. . .. ........ ..... . FUTURE UBUCcAOAD LOT CONSULTANT: TYP —FUTURE E F ................... N4' . ......... 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CTION -W '­..' TRE IE PEDESTRIAN CONNE BEAIA T WETLAND .................... 'LOTSll(TYP.) ......... SETBACK .......... BUFFER 2 ........... 2] EDGE OF PAVEMENT (TYP.) 7 1 B 4 F v 5! .5 CONCRETE WALK W/ EXPANSION JOINTS .. ... .. F31 (TYP-) . ..... V 04 /* J, 0- . .. ..... ... I. 'i�, LOT #I FAI TYPE "F" CURB & GUTTER (TYP.) C,e CCD _:,,-21.15 AC. .. ... ... .............. TYPE "E" CURB GUTTER (TYP.) [413 s, �j PROPOSED LOCATION vvi J 7 0 0 A", .............. OF FUTURE DRPOSWA� be 41N -1� F 5] , , f VALLEY GUTTER I IN 47 .......... .......... . ............. 9 42' �f 0"" 'i-'ANK k'l.l'l"'."­lIk_i�­l' Ic 9 19 0 m F6 4' TYPE "l TRAFFIC SEPARATOR PER FDOT INDEX # 3@2 CL a 11 ol —.0 MF­PJ­` - RAM .... ...... X A,:-.-�, 51 3 N, > z 7 2' TYPE "l TRAFFIC SEPARATOR (MOD.) PER FDOT INDEX #302 DEVELOPMENT F ....... ERMD LINE (TYP.) . ..... FLAGGED W NEC SR 50 & BLUFORD ROAD N J 5' STABILIZED SHOULDER (SR Ix. ---z, JkN OCOEE TOWN CENTER FBI -50) d " I "'A.... _5 v FUTURE CONCRETE 'SIDEWALK TO PER LU t utt', -V 0 BE CONSTRU EL V. 7 .......... K 'W" .".) li OCOEE, FIL -6" HIGH SCREEN WALL (TYP.) MAX. 3' M FLARED CURB END (TYP.) PER FDOT INDEX 300 81' 3 . . ..... 50 R-O-W UNE 4 COPYRIGHT @ 2010 REINFORCED SEGMENTAL BLOCK WALL (TY F' 01 P.) L 'A ............. N I "zIL 6 '�,)7"'W l_z 'b 19 6 INTERPLAN LLC RESERVES 4 COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS 283 LF - STANDARD "W" GUARDRAIL PER FDOT INDEX 400 4 F 11 k ... . .............. . ........ N I � 1. Z'l , 1.1" : ... .1 1115 1 F121 HANDICAP RAMP @ INTERSECTION W/ DETECTABLE WARNING (TYP.) r4_"*� �5 Fl-31 PROJECT MONUMENT SIGN @ PAVED PLAZA F1_4] FUTURE LOT MONUMENT SIGN (TYP.) F1_5] PROPOSED DRAINAGE STRUCTURES (SEE SHEET C4.2) R16 PEDESTRIAN CONTROL SIGNAL POLE (SEE TRAFFIC ENGR. PLANS) ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. ALL SIGNAGE SHALL BE PERMITTED SEPARATELY AND WILL BE IN ACCORDANCE WITH THE MASTER SIGN PLAN. REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND REQUIREMENTS. s OUTDOOIi5'EATING"AREA WITH BENCH AND TRASH RECEPTACLE ............ A6 . . . . . . ..... ....... ........................... . . . ....... ------ --- -- ------- -------- ----------------------------- ...... ..... s,, ................... 7- H I D ; " � NORTH 40' 01 40' 80' GMPHIC SCALE (S) SITE DIMENSION PLAN 90 . ..... .. 9 7 2 7.1.1.1 IfE LOT ­k R606" -L-A w 41� Fl A] ASPHALT PAVEMENT (TYP.) �j UTILITY EAS. qT N ADDITIONAL ASPHALT PAVEMENT IN R-0 1.42 AC. —431 WELL (TYP.) .............. ........ CTION -W '­..' TRE IE PEDESTRIAN CONNE BEAIA T WETLAND .................... 'LOTSll(TYP.) ......... SETBACK .......... BUFFER 2 ........... 2] EDGE OF PAVEMENT (TYP.) 7 1 B 4 F v 5! .5 CONCRETE WALK W/ EXPANSION JOINTS .. ... .. F31 (TYP-) . ..... V 04 /* J, 0- . .. ..... ... I. 'i�, LOT #I FAI TYPE "F" CURB & GUTTER (TYP.) C,e CCD _:,,-21.15 AC. .. ... ... .............. TYPE "E" CURB GUTTER (TYP.) [413 s, �j PROPOSED LOCATION vvi J 7 0 0 A", .............. OF FUTURE DRPOSWA� be 41N -1� F 5] , , f VALLEY GUTTER I IN 47 .......... .......... . ............. 9 42' �f 0"" 'i-'ANK k'l.l'l"'."­lIk_i�­l' Ic 9 19 0 m F6 4' TYPE "l TRAFFIC SEPARATOR PER FDOT INDEX # 3@2 CL a 11 ol —.0 MF­PJ­` - RAM .... ...... X A,:-.-�, 51 3 N, > z 7 2' TYPE "l TRAFFIC SEPARATOR (MOD.) PER FDOT INDEX #302 DEVELOPMENT F ....... ERMD LINE (TYP.) . ..... FLAGGED W NEC SR 50 & BLUFORD ROAD N J 5' STABILIZED SHOULDER (SR Ix. ---z, JkN OCOEE TOWN CENTER FBI -50) d " I "'A.... _5 v FUTURE CONCRETE 'SIDEWALK TO PER LU t utt', -V 0 BE CONSTRU EL V. 7 .......... K 'W" .".) li OCOEE, FIL -6" HIGH SCREEN WALL (TYP.) MAX. 3' M FLARED CURB END (TYP.) PER FDOT INDEX 300 81' 3 . . ..... 50 R-O-W UNE 4 COPYRIGHT @ 2010 REINFORCED SEGMENTAL BLOCK WALL (TY F' 01 P.) L 'A ............. N I "zIL 6 '�,)7"'W l_z 'b 19 6 INTERPLAN LLC RESERVES 4 COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS 283 LF - STANDARD "W" GUARDRAIL PER FDOT INDEX 400 4 F 11 k ... . .............. . ........ N I � 1. Z'l , 1.1" : ... .1 1115 1 F121 HANDICAP RAMP @ INTERSECTION W/ DETECTABLE WARNING (TYP.) r4_"*� �5 Fl-31 PROJECT MONUMENT SIGN @ PAVED PLAZA F1_4] FUTURE LOT MONUMENT SIGN (TYP.) F1_5] PROPOSED DRAINAGE STRUCTURES (SEE SHEET C4.2) R16 PEDESTRIAN CONTROL SIGNAL POLE (SEE TRAFFIC ENGR. PLANS) ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. ALL SIGNAGE SHALL BE PERMITTED SEPARATELY AND WILL BE IN ACCORDANCE WITH THE MASTER SIGN PLAN. 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REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 A� Cl A CHECKED: F 0 11111111111111111111L I 111111111111111111111 ­ * i.'�.,311 . . , ,� . I I , i .1 . . , � .. '. .. . .. , �, , . - - I -I, . , I 11 ... - . , s EXISTING STRIPING EXISTING EDGE OF PAVEMENT - , .. , r �-?- -, �­ ..?-- 11 ... .I . .... " -, � -, .....- ...., 7"'.. ""' - - W"t ...... � - _NC ...... , '_.. ...., �..,.. e . � ..... �-`_' ." .. f.,.." , _,_6, . ....___._...-_...., .1 t% .... . . � ..... N I - _.. '. EDGE OF PAVEMENT � 18" WIDE YELLOW � I I '� .1 . . , I ...... _ NOTES: ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. ALL PAVEMENT MARKINGS IN PUBLIC R -O -W ARE TO BE THERMOPLASTIC ALL PAVEMENT DIMENSIONS ON THIS SHEET ARE TO EDGE OF GUTTER AND ONLY INDICATE CLEAR PAVEMENT WIDTH. 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I PROJECT NO: 2009,0280 1 DATE: 04/08/11 I C1.5 OFFSITE SITE, UTILITY & GRADING AND DRAINAGE CHECKED: m 0 m 0 a INTERV ARCHITE ENGINE INTERIOR D PROJECT MANAG[ AA "A s c .61 ... ..... 2 :iDt Is ... . . .... . .. H,41NE STREET . . . .... . .......... - - - - -­------­- --- ------ ........ - - -- - - ­­­ ........ . . .. . . .................... s.: S"' 604 COURTLANC M ... .... . T " l , p SL ...... ........ ` ..:� , . - : - . ,, N� -S .......... . . I ....... z ... ... .... .... ........ .... ........ .... ........ .... .... ....... .......... .... ........ . ...... .... ........ .... LORIDA sn;:- ORLANDO, F h PH 407.64 n U11 r ........... ......... 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I ..", ,.\ ..'... . - , \\ \ \ 0 0 0 —0 ■ i m 0 I I I n MATCHLINE C3.1 ts L C (--N A sMATCHL'INE C3.2 ...... ...... > 'P6BUC` MANHOLE C TOP 125.2± .............. ........ .... (NW) 8' INV. (DROP) 112.00 (SE) 1 8" INV. (IN) 108.06 Z DLOWOFF VALVE AND JUMPER CONNECTION TO EXISUNG FIRE HYDRANT LOCATION 'RE M.J. 45' BEND TYR. 171040 (NE) 18- INV. (OUT) 107.q6 RECLAIMED WATER W/RPZ BACKFILOW PREVENTER MATER MAIK..., E T.B.D E D.I.. vu 00, . . ...... FUTURE PVC RECLAIMED WATER . ......... 11CIll D.I. WATER MAIN (SIZE T.B.D.) TRACT 111311 *�-TRACT FUTURE,�.fT,11RE HYDRANT..,,ASSEMB . . ..... . 4 I0. 55 AC. I000" .10 cu F-1 4._ 7 0_�' A 4I0 0.18% SLOPE 365 LF 18" D.I. SANITARY X\ -TRACT 1.69 AC. Iv 0 N FUTURE PVC RECLAIMED z 6 SEWER STUB—OUT 0 Su*-.,,.,,(lyP-) WATER MAIN (SIZE T.B.D.)I'23 2 AC. PVC RECLAIMED WATER�`" (SIZE T.B.D.) .. . . . .. IR,J A ............ - LOT #4 1. 0 7 AC. PHASE 11 IRE D-..- R SIZE T,.") I5 I I........... D ......... ...... ATER MAIN (SIZE T.B.D., C*O'Riii�UCTED AT CITY OF OCO E 07 w IA EXPENSE BETINEEN ROADS #1 #2) Ir RELOP D WATER MAIN (D.I., SIZE T.B.D., It IAT CITY OF OCOEE EXPENS M ROAD 11 8* SEWER STUB—OUT 0 0.4% SLOPE -RELOCATED F.H.) .......... PUBILIQ,�,MANHOLE 12 `21 5.25 ............ (S) ONNECT*IXISTING 8" WATER FUTURE CONNEG-IT TO (IN) 108.82 (NW) 18 108.72 I .... CROSSING BLUFORD AVE. IRECL41MED WATIERL. N INv. TO M.J. BEND TYR. A 2' BLOWOFF VALVE MD...,JUMPER CONNECTION s90 BACKIFLOW PREVENTER I(y RECLAIMED WATER W/ LOT #�C( I. WATER MAIN (SIZE T.B.D.) A 7 AC. EXISTING 12a WATER MAIN TO "Et 4.9,7. lIR ELOCATED (AT CITY OF OCOEE EXPENSE) IIw RIN "20 RIN ------ RN . .... .. . ............ ... ..... . I` — - — - — - — - 04,98, LOCATION . . ...... WATER MAIN D.) HAS' '4440 Iw ` . ....... A 6 EXISTING FIRE HYD 2 PVC RECLAIMED P > II.. . .. . ..6" SEWER STUB—OUT 0 1.0% SLOPE (TYP.) LOT"' 4" LA KE 39 I364 LF — 18" D.I. SANITARY 1.42 AC. 0 0.16% SLOPE O�l .......... v rTpr wynour AQQrUQl V BENAIE T I A (S) SITE UTILITY PL . ... .... . . .. . ........... ,,D.I. WATER MAIN (SIZE T.B.D.) LOT #1 CON I2.15 AC. 0 NECT ISTING 8w WATER . ..................... D AVE. O§SING % .. . ... .... s.................. I........... LOCATION .......... RELOCATED FIRE HYDRANT . . ..... ........ ------------ IPUBLIC MANHOLE #1 m [tit, 1 Z14.10 -.* .......... INV. (OUT) 109.40� EXISTING'FIRE HYDRANT (NW) 1 8 E A 0 51 8 INV. (IN) 109.50 1,12 IN 4. TO BrOELOCATED . .... ..... 0 75 N, W "P :"0.4, I. ... ..... . l.. .... .. . . W P 1 5 .23' I " Iv 78, 'NV W, V A ON EXISTING 12" WATER MAIN R K' INTERPLANS ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 1 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629,9124 SEAL: LL 0 0 ROBEL FL E 56752 CONSULTANT: REVISIONS: NO, DATE REMARKS 6 04/08/11 CnY COMMENTS � 0 DI t A 31 LF — 1 8" I............. \ ............ *,.,,, . ............. L 6 v v 54 6 7.,,54' EXISTI 39 . . . . . . . ..... ZT ABAND04E 319.091�,4 NIG 12* WATER BE EXISTING 12" WATER MAIN TO REMAIN D . ....... .... 7, 777= ........... I. . . . . . . ............. ............. . S89 48 26V 778# . . .......... . . . ............. .............. . . . . . . . . . . . . . ...... ................ ... . . .... . ............. .......... I............. ......... .. - ................ ........... .. . . I—' . . .............. . . . . . ............. .. ................. . . ....... . . ................ . ........... . ............................. . .................. ........ ........ . .. . ........ . ........ . ...... ............. .... . ........ ..... ... ... ...... .. ......... . ..................... .......... ............. . . .......... . ..... . . . ................... .......... ... .. ........ ...... ....... ............ . . ................................ . . ..................... - - ----------- E MANHOLE il CONSTRUCT DOGHOUS ............................... . . . ............................. --::�,;.OVER EXISTING 18" SEWER MAIN . . . . ........ ... . ......... . . . . ...... ....... .... . ..... . ....... ....... ...... . ..... . ....... ...... ...... 'TOP 124.0 ..... ........ . . . . . . . . .................................... . . . ........................ . ............... INV. (IN) 1 09.70± I............. . - ----- . . . ....... . ........... I.... . .... s— — — ---------------------------------- - - — — — - — ---------------------- (W) INV. (OUT) 109.55 .............. . ....................... — — ---- - ---------------- .............. . . . . . . . . . . ...... ....... . . . . . . . . . . . . , I ZD T.[IE ....... ....... . ....... ....... ....... ....... . ............. .......... . . ............... . .............. .................... .................. . .. . ........... ::777 .......................... ....... . .. . . .......... .... . . .. 4._ 7 0_�' A 4I0 0.18% SLOPE 365 LF 18" D.I. SANITARY X\ -TRACT 1.69 AC. Iv 0 N FUTURE PVC RECLAIMED z 6 SEWER STUB—OUT 0 Su*-.,,.,,(lyP-) WATER MAIN (SIZE T.B.D.)I'23 2 AC. PVC RECLAIMED WATER�`" (SIZE T.B.D.) .. . . . .. IR,J A ............ - LOT #4 1. 0 7 AC. PHASE 11 IRE D-..- R SIZE T,.") I5 I I........... D ......... ...... ATER MAIN (SIZE T.B.D., C*O'Riii�UCTED AT CITY OF OCO E 07 w IA EXPENSE BETINEEN ROADS #1 #2) Ir RELOP D WATER MAIN (D.I., SIZE T.B.D., It IAT CITY OF OCOEE EXPENS M ROAD 11 8* SEWER STUB—OUT 0 0.4% SLOPE -RELOCATED F.H.) .......... PUBILIQ,�,MANHOLE 12 `21 5.25 ............ (S) ONNECT*IXISTING 8" WATER FUTURE CONNEG-IT TO (IN) 108.82 (NW) 18 108.72 I .... CROSSING BLUFORD AVE. IRECL41MED WATIERL. N INv. TO M.J. BEND TYR. A 2' BLOWOFF VALVE MD...,JUMPER CONNECTION s90 BACKIFLOW PREVENTER I(y RECLAIMED WATER W/ LOT #�C( I. WATER MAIN (SIZE T.B.D.) A 7 AC. EXISTING 12a WATER MAIN TO "Et 4.9,7. lIR ELOCATED (AT CITY OF OCOEE EXPENSE) IIw RIN "20 RIN ------ RN . .... .. . ............ ... ..... . I` — - — - — - — - 04,98, LOCATION . . ...... WATER MAIN D.) HAS' '4440 Iw ` . ....... A 6 EXISTING FIRE HYD 2 PVC RECLAIMED P > II.. . .. . ..6" SEWER STUB—OUT 0 1.0% SLOPE (TYP.) LOT"' 4" LA KE 39 I364 LF — 18" D.I. SANITARY 1.42 AC. 0 0.16% SLOPE O�l .......... v rTpr wynour AQQrUQl V BENAIE T I A (S) SITE UTILITY PL . ... .... . . .. . ........... ,,D.I. WATER MAIN (SIZE T.B.D.) LOT #1 CON I2.15 AC. 0 NECT ISTING 8w WATER . ..................... D AVE. O§SING % .. . ... .... s.................. I........... LOCATION .......... RELOCATED FIRE HYDRANT . . ..... ........ ------------ IPUBLIC MANHOLE #1 m [tit, 1 Z14.10 -.* .......... INV. (OUT) 109.40� EXISTING'FIRE HYDRANT (NW) 1 8 E A 0 51 8 INV. (IN) 109.50 1,12 IN 4. TO BrOELOCATED . .... ..... 0 75 N, W "P :"0.4, I. ... ..... . l.. .... .. . . W P 1 5 .23' I " Iv 78, 'NV W, V A ON EXISTING 12" WATER MAIN R K' INTERPLANS ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 1 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629,9124 SEAL: LL 0 0 ROBEL FL E 56752 CONSULTANT: REVISIONS: NO, DATE REMARKS 6 04/08/11 CnY COMMENTS � 0 DI t A 31 LF — 1 8" I............. \ ............ *,.,,, . ............. L 6 v v 54 6 7.,,54' EXISTI 39 . . . . . . . ..... ZT ABAND04E 319.091�,4 NIG 12* WATER BE EXISTING 12" WATER MAIN TO REMAIN D . ....... .... 7, 777= ........... I. . . . . . . ............. ............. . S89 48 26V 778# . . .......... . . . ............. .............. . . . . . . . . . . . . . ...... ................ ... . . .... . ............. .......... I............. ......... .. - ................ ........... .. . . I—' . . .............. . . . . . ............. .. ................. . . ....... . . ................ . ........... . ............................. . .................. ........ ........ . .. . ........ . ........ . ...... ............. .... . ........ ..... ... ... ...... .. ......... . ..................... .......... ............. . . .......... . ..... . . . ................... .......... ... .. ........ ...... ....... ............ . . ................................ . . ..................... - - ----------- E MANHOLE il CONSTRUCT DOGHOUS ............................... . . . ............................. --::�,;.OVER EXISTING 18" SEWER MAIN . . . . ........ ... . ......... . . . . ...... ....... .... . ..... . ....... ....... ...... . ..... . ....... ...... ...... 'TOP 124.0 ..... ........ . . . . . . . . .................................... . . . ........................ . ............... INV. (IN) 1 09.70± I............. . - ----- . . . ....... . ........... I.... . .... s— — — ---------------------------------- - - — — — - — ---------------------- (W) INV. (OUT) 109.55 .............. . ....................... — — ---- - ---------------- .............. . . . . . . . . . . ...... ....... . . . . . . . . . . . . , I ZD T.[IE ....... ....... . ....... ....... ....... ....... . ............. .......... . . ............... . .............. .................... .................. . .. . ........... ::777 .......................... ....... . .. . . .......... ... ... . ........ . ............. ................................. ................ .......................... . ...................................................... IINV R R ............... ............. ........... 9, 9 2 . . . .. ........... ..... . . . .. . . ............. . .. .. . ......... ................ . ----------------------- tK 4._ 7 0_�' A 4I0 0.18% SLOPE 365 LF 18" D.I. SANITARY X\ -TRACT 1.69 AC. Iv 0 N FUTURE PVC RECLAIMED z 6 SEWER STUB—OUT 0 Su*-.,,.,,(lyP-) WATER MAIN (SIZE T.B.D.)I'23 2 AC. PVC RECLAIMED WATER�`" (SIZE T.B.D.) .. . . . .. IR,J A ............ - LOT #4 1. 0 7 AC. PHASE 11 IRE D-..- R SIZE T,.") I5 I I........... D ......... ...... ATER MAIN (SIZE T.B.D., C*O'Riii�UCTED AT CITY OF OCO E 07 w IA EXPENSE BETINEEN ROADS #1 #2) Ir RELOP D WATER MAIN (D.I., SIZE T.B.D., It IAT CITY OF OCOEE EXPENS M ROAD 11 8* SEWER STUB—OUT 0 0.4% SLOPE -RELOCATED F.H.) .......... PUBILIQ,�,MANHOLE 12 `21 5.25 ............ (S) ONNECT*IXISTING 8" WATER FUTURE CONNEG-IT TO (IN) 108.82 (NW) 18 108.72 I .... CROSSING BLUFORD AVE. IRECL41MED WATIERL. N INv. TO M.J. BEND TYR. A 2' BLOWOFF VALVE MD...,JUMPER CONNECTION s90 BACKIFLOW PREVENTER I(y RECLAIMED WATER W/ LOT #�C( I. WATER MAIN (SIZE T.B.D.) A 7 AC. EXISTING 12a WATER MAIN TO "Et 4.9,7. lIR ELOCATED (AT CITY OF OCOEE EXPENSE) IIw RIN "20 RIN ------ RN . .... .. . ............ ... ..... . I` — - — - — - — - 04,98, LOCATION . . ...... WATER MAIN D.) HAS' '4440 Iw ` . ....... A 6 EXISTING FIRE HYD 2 PVC RECLAIMED P > II.. . .. . ..6" SEWER STUB—OUT 0 1.0% SLOPE (TYP.) LOT"' 4" LA KE 39 I364 LF — 18" D.I. SANITARY 1.42 AC. 0 0.16% SLOPE O�l .......... v rTpr wynour AQQrUQl V BENAIE T I A (S) SITE UTILITY PL . ... .... . . .. . ........... ,,D.I. WATER MAIN (SIZE T.B.D.) LOT #1 CON I2.15 AC. 0 NECT ISTING 8w WATER . ..................... D AVE. O§SING % .. . ... .... s.................. I........... LOCATION .......... RELOCATED FIRE HYDRANT . . ..... ........ ------------ IPUBLIC MANHOLE #1 m [tit, 1 Z14.10 -.* .......... INV. (OUT) 109.40� EXISTING'FIRE HYDRANT (NW) 1 8 E A 0 51 8 INV. (IN) 109.50 1,12 IN 4. TO BrOELOCATED . .... ..... 0 75 N, W "P :"0.4, I. ... ..... . l.. .... .. . . W P 1 5 .23' I " Iv 78, 'NV W, V A ON EXISTING 12" WATER MAIN R K' INTERPLANS ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 1 00 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407.629,9124 SEAL: LL 0 0 ROBEL FL E 56752 CONSULTANT: REVISIONS: NO, DATE REMARKS 6 04/08/11 CnY COMMENTS � 0 DI t A 31 LF — 1 8" I............. \ ............ *,.,,, . ............. L 6 v v 54 6 7.,,54' EXISTI 39 . . . . . . . ..... ZT ABAND04E 319.091�,4 NIG 12* WATER BE EXISTING 12" WATER MAIN TO REMAIN D . ....... .... 7, 777= ........... I. . . . . . . ............. ............. . S89 48 26V 778# . . .......... . . . ............. .............. . . . . . . . . . . . . . ...... ................ ... . . .... . ............. .......... I............. ......... .. - ................ ........... .. . . I—' . . .............. . . . . . ............. .. ................. . . ....... . . ................ . ........... . ............................. . .................. ........ ........ . .. . ........ . ........ . ...... ............. .... . ........ ..... ... ... ...... .. ......... . ..................... .......... ............. . . .......... . ..... . . . ................... .......... ... .. ........ ...... ....... ............ . . ................................ . . ..................... - - ----------- E MANHOLE il CONSTRUCT DOGHOUS ............................... . . . ............................. --::�,;.OVER EXISTING 18" SEWER MAIN . . . . ........ ... . ......... . . . . ...... ....... .... . ..... . ....... ....... ...... . ..... . ....... ...... ...... 'TOP 124.0 ..... ........ . . . . . . . . .................................... . . . ........................ . ............... INV. (IN) 1 09.70± I............. . - ----- . . . ....... . ........... I.... . .... s— — — ---------------------------------- - - — — — - — ---------------------- (W) INV. (OUT) 109.55 .............. . ....................... — — ---- - ---------------- .............. . . . . . . . . . . ...... ....... . . . . . . . . . . . . , I ZD T.[IE ....... ....... . ....... ....... ....... ....... . ............. .......... . . ............... . .............. .................... .................. . .. . ........... ::777 .......................... ....... . .. . . .......... . ............ .. . . . . ....... . . . . ......... . . NORTH V$ OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 201 0 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/1 0 ... ... . ........ . ............. ................................. ................ .......................... . ...................................................... IINV R R ............... 9, 9 2 . . . .. ........... ..... . . . .. . . ............. . .. .. . ......... ................ . ----------------------- . ............ .. . . . . ....... . . . . ......... . . NORTH V$ OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 201 0 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/1 0 //Z / * `V . ..... s A. —Z .40 Z, 4y Z' ... ....... S/ -5 X X_ . ...... ... Iw . . . ...... . . ';21,24 0,' A S, s; "'i::: . . ................ . v � '(OFFSlITE) ......... .. ... .... .. . .............. WETLAND! #2 S 11 ...... ....... ... . ...... fs ... . ........ . ........ I n Y l ....... . ...... .... ............ I ...... .... ...... .... SPREET AA W, TT ........... ............ -- � -I� " POND #3 ........... ............. ............... SORAGE (9 ELEV. 117.0-2.1 W-ft . . . . .. ....... . . . . . ........ ...... ...... 0 NR % LOT #6 8.57 AC. "'ER E M E I ................................ n., :iW.' s'.11 s.`.­. 4 IS Lo "'ik X LIJ z iiUfU' RlGkT. APPROX. EXISTING DRAINAGE BASIN DIVIDE IGHT E li` ":14 3 is r is TPA _T"J! lbffERPLAN- ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTIAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629,9124 SEAL: 'V Z _41 o- Lu N o Z . 5 V ROBE�T>r­ us -1 FL k 59- 0 � CONSULTANT: REVISIONS: NO. DATE RENAARKS 1 09/08/10 PRELIM. CITY COMMENTS 6 04/08/11 CITY COMMENTS 7 0 NOTES: 1. BORING LOCATIONS ARE SCALED FROM SOILS REPORT BY ECS FLORIDA DATED 5-5-10 AND ARE APPROXIMATE. 2. ELEVATIONS ARE BASED ON NAVD 88. NOTE: BOTTOM OF STORMWATER POND #1 SHALL REMAIN AT EXISTING GRADE AND EXISTING TREES AND NATURAL APPEARANCE SHAll BE PRESERVED TO MAXIMUM EXTENT POSSIBLE EXCEPT AS REQUIRED TO CONSTRUCT BERM TO PROVIDE FOR USE AS PASSIVE RECREATION ,,.. -ONMENTAL ENHANCEMENT. UZ, nv �X ii f PROPOSED DRAINAGE BASIN DM.. -W .. ....... . m .................. .... ............... a p x 6 7' W x �im sl N Z, ­4 j m - 5 wl < Ah 1-4— MATCHLINE C4.T:a, 7 MAT.CHLUE-CAJ wq w6 . . . . . . . 'Amom".."e ILM j. 'v N M WATCHLINE C4.;2 . ............. . ............. .......... ............ . ............. . ............. ............. si t. -:i - MATCHLINE C4.2 x ", N i: ROPOSED D WNAGE,, I A - v TRACT B'!. RA 11CH A i� i�-­ .. �IPI Y A17 -:­mg AV- —T CT �!A AC� ±, 3 2 "E" A .55 8 �"�C. PQNqlf ? 76AZE BORING B 100 YR FLOOD Z NE UNE (EL 117.4) TRACT 11 G 1.69 AC. 'VI 6 �-_\%- B-1 POND AM RAI 2.4 w4l V _ IkE BASIVUIVIUI� BORING B-2 TUF pm Ql: Po. EXISTIN D MrorGE ELEV, 121.0 V is, a \"N'S '.0 N , ni L #5 232 AC.t \ . .... � IS, N OT� #4 OTE: NO DEVELOPMENT SHALL TAKE PLACE BELOW THE 1.07 A.C. APPROXIMATE 100 YR FLOOD ELEVATION UNE SHOWN ON THIS NAG WIN PLAN TO PROVIDE FOR THE REQUIRED 25 FT. AVG. WETLAND B E o, Ar BUFFER. THE MASTER DEVELOPER SHALL BE PERMITTED TO CLEAR A6 . ACA PRE—DEVELOPMENT 9.99' OENT 1 ®r ZZ , . . .... APPROX. EXISTING. POST—DEVELOO 2.i5 AC.± THE FLOOD PLAIN OF UNDERBRUSH AND INVASIVE SPECIES USING X cy BASIN 0 N 0 -1 `JMIPERVIOUS 5.25 AC. NON—MECHANICAL METHODS. DMINAGE DE �,- 7 MAX. P x �v i . v 9, -v . ii, WMAND #1 —4 v 4"LOT BORI B AREA 0.425 AC. L7 R S89*48 551.37' CALC ' 96AC.± A 7— lo TRACT 12.87 AC.± A� A 7 . ..... .. . ........ ...... . .. .. . ....... 54:98f ..... . . .. ........... . ... . ....... Rl? .4 ... . .. . . C) v Y99" A" C K LArl P_j N A . .. . .... .... �,. N T "A.., BENAIE AG;,t-. L ..... . .. ... BORING, MR B 7-� 5" LOT V 2.15 AC. 00 . . . . . . . ........ 14 A," N N X W N : N1 . ...... lN ................. "i 'S fn: . ........ 04v Is C', gr ..A Nag L6 Z . .............. . ........ Il "'1 51; ............ .......... . . . . . . ... . .............. . ........... .. J- - — --- - ----- .. . .......... - S89 778.90' CALC ............. . 'i A .. .... .... ........... I . ......... ........... . .. ... ... ;, ........... .. %," .. . ........... . .......... . .......... 5; . . ...... .. .............. . . . . . . . .. . . ......... ........... :�­.�­ .... . ........ ........................... 7. ..Z. 7 l: ... . .... ... . ........ ::l:l.'l ............. ....... ...... 11 . ........ ............ . ............... . . ....... _ . .. .......... ............... ............................. ....... .... .... . ..... ........ . ....... - .... .. . . ..... ....... . ........ .. ........ ....... ...... s . . . ...... . " i f ......... . 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RIZ. iiii ......... _: k T " . . ......... � .. ... . .. 411 .... . . ...... .. . . ....... . Al=-_,`- ........ .... . . i7 6.. ... ......... ... .................. . ............... .. _v. s. 4 ............. . ............. - 1 1 0 RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 201 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/10 C4 I � A sN CHECKED: TO ............. . .. . ...... . ;5 i ... ....... I'_*i-';` " . ....... (80"W 'V �Gc�­ —w .. . ... Z"; ... ..... ...... .. .. m 0 NR % LOT #6 8.57 AC. "'ER E M E I ................................ n., :iW.' s'.11 s.`.­. 4 IS Lo "'ik X LIJ z iiUfU' RlGkT. APPROX. EXISTING DRAINAGE BASIN DIVIDE IGHT E li` ":14 3 is r is TPA _T"J! lbffERPLAN- ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTIAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629,9124 SEAL: 'V Z _41 o- Lu N o Z . 5 V ROBE�T>r­ us -1 FL k 59- 0 � CONSULTANT: REVISIONS: NO. DATE RENAARKS 1 09/08/10 PRELIM. CITY COMMENTS 6 04/08/11 CITY COMMENTS 7 0 NOTES: 1. BORING LOCATIONS ARE SCALED FROM SOILS REPORT BY ECS FLORIDA DATED 5-5-10 AND ARE APPROXIMATE. 2. ELEVATIONS ARE BASED ON NAVD 88. NOTE: BOTTOM OF STORMWATER POND #1 SHALL REMAIN AT EXISTING GRADE AND EXISTING TREES AND NATURAL APPEARANCE SHAll BE PRESERVED TO MAXIMUM EXTENT POSSIBLE EXCEPT AS REQUIRED TO CONSTRUCT BERM TO PROVIDE FOR USE AS PASSIVE RECREATION ,,.. -ONMENTAL ENHANCEMENT. UZ, nv �X ii f PROPOSED DRAINAGE BASIN DM.. -W .. ....... . m .................. .... ............... a p x 6 7' W x �im sl N Z, ­4 j m - 5 wl < Ah 1-4— MATCHLINE C4.T:a, 7 MAT.CHLUE-CAJ wq w6 . . . . . . . 'Amom".."e ILM j. 'v N M WATCHLINE C4.;2 . ............. . ............. .......... ............ . ............. . ............. ............. si t. -:i - MATCHLINE C4.2 x ", N i: ROPOSED D WNAGE,, I A - v TRACT B'!. RA 11CH A i� i�-­ .. �IPI Y A17 -:­mg AV- —T CT �!A AC� ±, 3 2 "E" A .55 8 �"�C. PQNqlf ? 76AZE BORING B 100 YR FLOOD Z NE UNE (EL 117.4) TRACT 11 G 1.69 AC. 'VI 6 �-_\%- B-1 POND AM RAI 2.4 w4l V _ IkE BASIVUIVIUI� BORING B-2 TUF pm Ql: Po. EXISTIN D MrorGE ELEV, 121.0 V is, a \"N'S '.0 N , ni L #5 232 AC.t \ . .... � IS, N OT� #4 OTE: NO DEVELOPMENT SHALL TAKE PLACE BELOW THE 1.07 A.C. APPROXIMATE 100 YR FLOOD ELEVATION UNE SHOWN ON THIS NAG WIN PLAN TO PROVIDE FOR THE REQUIRED 25 FT. AVG. WETLAND B E o, Ar BUFFER. THE MASTER DEVELOPER SHALL BE PERMITTED TO CLEAR A6 . ACA PRE—DEVELOPMENT 9.99' OENT 1 ®r ZZ , . . .... APPROX. EXISTING. POST—DEVELOO 2.i5 AC.± THE FLOOD PLAIN OF UNDERBRUSH AND INVASIVE SPECIES USING X cy BASIN 0 N 0 -1 `JMIPERVIOUS 5.25 AC. NON—MECHANICAL METHODS. DMINAGE DE �,- 7 MAX. P x �v i . v 9, -v . ii, WMAND #1 —4 v 4"LOT BORI B AREA 0.425 AC. L7 R S89*48 551.37' CALC ' 96AC.± A 7— lo TRACT 12.87 AC.± A� A 7 . ..... .. . ........ ...... . .. .. . ....... 54:98f ..... . . .. ........... . ... . ....... Rl? .4 ... . .. . . C) v Y99" A" C K LArl P_j N A . .. . .... .... �,. N T "A.., BENAIE AG;,t-. L ..... . .. ... BORING, MR B 7-� 5" LOT V 2.15 AC. 00 . . . . . . . ........ 14 A," N N X W N : N1 . ...... lN ................. "i 'S fn: . ........ 04v Is C', gr ..A Nag L6 Z . .............. . ........ Il "'1 51; ............ .......... . . . . . . ... . .............. . ........... .. J- - — --- - ----- .. . .......... - S89 778.90' CALC ............. . 'i A .. .... .... ........... I . ......... ........... . .. ... ... ;, ........... .. %," .. . ........... . .......... . .......... 5; . . ...... .. .............. . . . . . . . .. . . ......... ........... :�­.�­ .... . ........ ........................... 7. ..Z. 7 l: ... . .... ... . ........ ::l:l.'l ............. ....... ...... 11 . ........ ............ . ............... . . ....... _ . .. .......... ............... ............................. ....... .... .... . ..... ........ . ....... - .... .. . . ..... ....... . ........ .. ........ ....... ...... s . . . ...... . " i f ......... . Z� 7 .................... ....... ....... . ..... .......... . ........ ... ............. . .. . ........................ 7, .. .. . .... 6— _J? . ..... .................... .. ................ . ................ . . . . .. ....... .... ....... ... ....... ....... ....... ....... .... . ..... ....... ... V& .. ........ .... .. ....... ....... 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Al=-_,`- ........ .... . . i7 6.. ... ......... ... .................. . ............... .. _v. s. 4 ............. . ............. - 1 1 0 RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 201 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/10 C4 I � A sN CHECKED: I I I 6 i:.,JJ::,5I $ 2 X4 - Ft f 2 2 N, INV :-,�,4.89 `NV 0 8 v 1 9 71 2 1, .... . .... . ..... 6, 02 . ............ ............. ..7-0 2 6 -V . . ....... .......... .. x '6,28 N 47 12 W M 0 8 11-50, 116 . ..... . PHASE I L MAIN T PANAGE BASIN 0 -0 E-STREE 1.75± AC. 7,, 1 4 104 LF RCP (SIZE k -'SLOPE_ D.) ...... . ........ . ............ ... 122.0± '22, 7t CURB IN STREET LE -(TYPE -1 1) 1AE 122-0± ........... .. ..... . . . . .......... . .... . . . . . . ............. TO P IN V ... . ............ . . ........ . ... . .............. 6' M.E.G POND #3 OP/INVERT T.B.D. ............. . I . .............. . .......... 2 5 ........ CURB INLET (TYPE 0 LF RCP (SIZE & 22 SLOPE T B D TOP INVERT Lr (SIZE & SLOPE T.B.D'.1--l-I STORAGE 9 ELEV. 117.0-2.1 ac R8 ve) 22.', `Jllll` A� ............. . ..... . "K F -5, 4QU 0 T 1 78 5 ........ ....... .......... . . ........ ................. "IT 5 Sr . ............ ... ............. ..... ....... xt MITERED END SECTION ELEV. 116. A. .......... . ... . .. .... If. % "I A - — - - - - - - - - -7 77777. ITrx INV. 7 : 60 ;U-9 fj l;,bj.,"/ . .. ........ ........... 4 4. 1 v -11EL) MANE bi./ '00000 .... .. . ... .... 10 nl Z -i 80' R ...... . .. . . . . . . . . ik. I t t 12 E` pe nh L I ............ jo I, T 000, oo 4 A% tv ♦ 0 .......... j E�G W P 1.5 ..... ... .... 121.2 .. .. ... .. � �EOP % ...... 7-17: 1-p al' R 7, N., e L—J, Ti 2 2, 7 7 CURU 40 LF RCP (SIZE & SLOPE T.B.D.) 0" NLET (TYPE V) E A' C�—,,.! TOP/INVERT..`.'T �qURB.,,414LET ...B.D. -,50 LF 9 ",:, fs TOP/INVERT T.B.D. P.,,.,.(,SIZE & SLOPE T.B.D.T.B.D.) 0;'---"-, 70 B Q T & /Z C2 0. 7 2 AC."±"S. - #4-4 CURB INLET- TYPE 27, 7 C. C�`L C � , » . > ,: ,;19, - . ......... . .......... -4 ........... ............. . . . . . ............ t�. S8903U UZ E-----541.2 22, T- � ;tb, €t . ',, H 4, 1` 2 Q 3., X % .......... A-; ............ .., ........ :Alf. 0 N ..... ........ X, tZ A v . .... . 1.1�� ........ . ..... 22" A � `---, "'. .� A, ..... ....... - -11��. . . . . ........... �i , I .. ........ 7 ....... .. ..... . .. ... . ............. 0', U I u LULU v F . .... . ..... --.. ... ........... . Z Z YlevX.. =3 't,u u J5 42 5 j ... .... . 'N C-111 2 2, 55 . ............ 4" > 4142 ID(ISTING DEPRESSIONPRETLAND' . ....... .10Q., ..FLOOD ELEV. 112.51 ....... . . . 4,6 ............. ... ........ .. . .... ....... ......... . ......... .................... . . ....... 14 . I I I 6 i:.,JJ::,5I $ 2 X4 - Ft f 2 2 N, INV :-,�,4.89 `NV 0 8 v 1 9 71 2 1, .... . .... . ..... 6, 02 . ............ ............. ..7-0 2 6 -V . . ....... .......... .. x '6,28 N 47 12 W M 0 8 11-50, 116 . ..... . PHASE I L MAIN T PANAGE BASIN 0 -0 E-STREE 1.75± AC. 7,, 1 4 104 LF RCP (SIZE k -'SLOPE_ D.) ...... . ........ . ............ ... 122.0± '22, 7t CURB IN STREET LE -(TYPE -1 1) 1AE 122-0± ........... .. ..... . . . . .......... . .... . . . . . . ............. TO P IN V ... . ............ . . ........ . ... . .............. 6' M.E.G POND #3 OP/INVERT T.B.D. ............. . I . .............. . .......... 2 5 ........ CURB INLET (TYPE 0 LF RCP (SIZE & 22 SLOPE T B D TOP INVERT Lr (SIZE & SLOPE T.B.D'.1--l-I STORAGE 9 ELEV. 117.0-2.1 ac R8 ve) 22.', `Jllll` A� ............. . ..... . "K F -5, 4QU 0 T 1 78 5 ........ ....... .......... . . ........ ................. "IT 5 Sr . ............ ... ............. ..... ....... xt MITERED END SECTION ELEV. 116. A. .......... . ... . .. .... If. % "I A - — - - - - - - - - -7 77777. ITrx INV. 7 : 60 ;U-9 fj l;,bj.,"/ . .. ........ ........... 4 4. 1 v -11EL) MANE bi./ '00000 .... .. . ... .... 10 nl Z -i 80' R ...... . .. . . . . . . . . ik. I t t 12 E` pe nh L I ............ jo I, T 000, oo 4 A% tv ♦ 0 .......... j E�G W P 1.5 ..... ... .... 121.2 .. .. ... .. � �EOP % ...... 7-17: 1-p al' R 7, N., e L—J, Ti 2 2, 7 7 CURU 40 LF RCP (SIZE & SLOPE T.B.D.) 0" NLET (TYPE V) E A' C�—,,.! TOP/INVERT..`.'T �qURB.,,414LET ...B.D. -,50 LF 9 ",:, fs TOP/INVERT T.B.D. P.,,.,.(,SIZE & SLOPE T.B.D.T.B.D.) 0;'---"-, 70 B Q T & /Z C2 0. 7 2 AC."±"S. - #4-4 CURB INLET- TYPE 27, 7 C. C�`L C � , » . > ,: ,;19, - . ......... . .......... -4 ........... ............. . . . . . ............ t�. S8903U UZ E-----541.2 22, T- � ;tb, €t . ',, H 4, 1` 2 Q 3., 2 . .. . ........... 12."i", 2 MATCHLINE C4.1 . .. .... .. f TRACT 0.2 8 AC N 22, 4-51 _5 LOT #6 01" . . .............................................................. 24, A" 8.57 AC_ �: .1 .,s# '22,8,— Is/11 22, 1 ,,, PHASE III L <L 9.2± AC. LAKE L01TA DRAINAGE BASIN -31 .... ... ... PHASE Ill. �� '124� STORMWATER TREATMENT VIA DRY RErEN11ON/EXFILTRAnON SHALL BE PROVIDED ONSITE --.,OR BY MASTER SYSTEM WHEN PHAStS"DEVELOPED. Al' "J U 2 4, 6 2 22, 9 d .......... ....... -,v ci- wry t 2 TRACT-, 2,D! K i,-kx J1 % V".v. . .. ..... ... ................... ......................... i`,�,�'11' kQ1 ---------- . .... N gve % --kj, Z ....... ... ...... . I tIT- V., INvvt N rnv r 000 8 zf- 2 4, 0 ... ....... . . ......... - - - - - - - ...... ............ ... ..... ...................... . N, M'.7..11.111 . .......... 23 V� oh < m/"k mw,-� m Ce.)it -z _4 Vl Vv kl—/Fx MATCHLINE C4.2 C3 5. of "N. 124.0 — 23.0 4 122.0 �,ffy 2 , NORTH 'N."a ■ lPffERPLAN-9 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL, 0ollo11ol1i0l, N < Z 0Q. z ROBERT,f FL REG `56. CONSULTANT: REVISIONS: NO, DATE REMARKS 6 04/08/11 CITY COMMENTS I � DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES ORASSIGNMENTS ARI PROHIBITED. PROJECT NO: 2009,0280 DATE: 06/28/10 e 2 7 N F -X%.. -/'-E PLAN 6 rf, A (N) GRADING & DRAINA r— X TRACT 111311 -h 01 40' 40' 80' 1 C 4 ■ 1 "A 1 40' AT 0.55 AC N x ND #2 t GRAPHIC SCALE f PO CHECKED: ... ....... ........ .... .... .. .... ........ .... ........ ... ... ... .... .... ........ .... ........ .... ... .... .... ..... . . . . . . . . . . . . . ........ .... ...... .... ..... .... ........ .... ... .. .. ........ .... ... ... ........ .. .0 ... .... .... .... ... . . .. .... ... . I X % .......... A-; ............ .., ........ :Alf. 0 2 A 1.1�� ........ . ..... 22" A � A, 7 U I u LULU Z Z YlevX.. =3 't,u u J5 'N 2 2, 55 4" 22, 2 . .. . ........... 12."i", 2 MATCHLINE C4.1 . .. .... .. f TRACT 0.2 8 AC N 22, 4-51 _5 LOT #6 01" . . .............................................................. 24, A" 8.57 AC_ �: .1 .,s# '22,8,— Is/11 22, 1 ,,, PHASE III L <L 9.2± AC. LAKE L01TA DRAINAGE BASIN -31 .... ... ... PHASE Ill. �� '124� STORMWATER TREATMENT VIA DRY RErEN11ON/EXFILTRAnON SHALL BE PROVIDED ONSITE --.,OR BY MASTER SYSTEM WHEN PHAStS"DEVELOPED. Al' "J U 2 4, 6 2 22, 9 d .......... ....... -,v ci- wry t 2 TRACT-, 2,D! K i,-kx J1 % V".v. . .. ..... ... ................... ......................... i`,�,�'11' kQ1 ---------- . .... N gve % --kj, Z ....... ... ...... . I tIT- V., INvvt N rnv r 000 8 zf- 2 4, 0 ... ....... . . ......... - - - - - - - ...... ............ ... ..... ...................... . N, M'.7..11.111 . .......... 23 V� oh < m/"k mw,-� m Ce.)it -z _4 Vl Vv kl—/Fx MATCHLINE C4.2 C3 5. of "N. 124.0 — 23.0 4 122.0 �,ffy 2 , NORTH 'N."a ■ lPffERPLAN-9 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL, 0ollo11ol1i0l, N < Z 0Q. z ROBERT,f FL REG `56. CONSULTANT: REVISIONS: NO, DATE REMARKS 6 04/08/11 CITY COMMENTS I � DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES ORASSIGNMENTS ARI PROHIBITED. PROJECT NO: 2009,0280 DATE: 06/28/10 e 2 7 N F -X%.. -/'-E PLAN 6 rf, A (N) GRADING & DRAINA r— X TRACT 111311 -h 01 40' 40' 80' 1 C 4 ■ 1 "A 1 40' AT 0.55 AC N x ND #2 t GRAPHIC SCALE f PO CHECKED: ... ....... ........ .... .... .. .... ........ .... ........ ... ... ... .... .... ........ .... ........ .... ... .... .... ..... . . . . . . . . . . . . . ........ .... ...... .... ..... .... ........ .... ... .. .. ........ .... ... ... ........ .. .0 ... .... .... .... ... . . .. .... ... . I I m 1� , �­. 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CITY COMMENTS 2 11/01/10 FDOT D/W COMMENTS 3 11/10/10 SJRWMD COMMENTS 5 02/01/11 SJRWMD COMMENTS 6 04/08/11 CITY COMMENTS J= Fibk A, Mix A .77� DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL I I COPYRIGHT @ 201 0 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/1 0 A6 2 1 C4m2 CHECKED: i I 1-1 r I KEY TO TYPICAL PAVEMENT SECTIONSW-BEAM GUARD RAIL (PER FDOT NOTE 1: REFERENCE FDOT INDEX 304, NOTE 4: ENTIRE RAMP SURFACE NEW 4 CONC. WALK W/ PAGE 1, GENERAL AND DESIGN NOTES (OUTSIDE OF DETECTABLE " - 6X6 W1.4XW1.4 WWF INDEX 400) FOR RAMPS IN R.O.W. WARNING) SHALL CONTRAST IN QMINIMUM 3/4 (MINIMUM 1 ON MAINE ST.) FDOT SP -9.5 SUPERPAVE COLOR BY 70% FROM THAT OF 1 ASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL 'B'-F.D.O.T. SECTION 334. NOTE 2: CONSTRUCT RAMP TO LEAST THE SIDEWALK. RECOMMENDED MINIMUM 1-1/4" (MINIMUM 1-1/2° ON MAINE) FDOT TYPE SP -9.5 TOOLED EDGES 4' (MIN.) POSSIBLE SLOPE (MAX = 1:12). COLORS ARE RED OR YELLOW TO CROSS SLOPE OF RAMP AND MATCH THE COLOR CHOSEN FOR 00 2 SUPERPAVE ASPHALTIC CONCRETE BASE COURSE - TRAFFIC LEVEL 'B' - LANDING SHALL NOT EXCEED 1:50. THE DETECTABLE WARNING MAT. F.D.O.T. SECTION 334. z PROOSED GRADE 8" LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING KEYSTONE 4" OR 8" CAP UNIT _ _ I I�) I NOTE 3: RAMP GREATER THAN A 6" (- ( I RISE REQUIRES HANDRAILS. 5 X 5 LEVEL LANDING 3 RATIO (LBR) OF 100 AND COMPACTED TO 98% OF THE MODIFIED PROCTOR .. - a , MAX. DRY DENSITY (AASHTO T-180). FDOT SECTION 200. DENSITY TEST e a _ e _ rF' i AT TOP OF RAMP SHALL BE PERFORMED EVERY 5,000 SQUARE FEET. KEYSTONE STANDARD UNIT 12" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING - - - _ _ _ SPLIT FACE DECORATIVE BLOCK REINFORCED RATIO (LBR) OF 40 AND COMPACTED TO 98%. F.D.O.T. SECTION 160. - ---I I I-II I - ---Q SOD ALL SLOPESBACKFILL AND DISTURBED AREAS. 6" CURB -\ 5Q GRASS AREA (s)6411" SIDEWALK WHERE SHOWN ON PLAN FINISHED GRADE 6 6' -0 GEO-GRID :.,�=_ '• NOTE: z UNIT CORE FILL Q CONCRETE CURBING (WHERE SHOWN ON PLAN) EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE (3/4 CRUSHED 110 INTERSECTIONS, AT ALL DOOR OPENINGS AND AT - ROCK OR STONE •"E":`' PARKING DRIVEWAY PARKING ) �- 12' O.C. MAXIMUM. DRIVE EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL UNREINFORCED CONCRETE OR 2' DETECTABLE WARNING BE SET 1/8" BELOW TOP OF WALK. CRUSHED STONE LEVELING PAD (REFER TO DETAIL) EDGE OF DETECTABLE WARNING N vl -in T N 0.9' < 2" 2.35" DOME PATTERN SHALL BE IN-LINE NOTE: WITH DIRECTION OF TRAVEL 2 I•ww.»....Y 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND 11/10/10 SJRWMD COMMENTS CROSS SLOPE SHALL BE 0.02 OR FLATTER. 02/03/11 CITY COMMENTS 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING TRUNCATED DOME HE S CE WITH TA.D.A. IN OSSIBLIE EA.D.A.M (SEE DETAIL) DEPAROR TMENT OF JUSTICE TANADARDSLFOR ACCEDESIGN, -O O O O ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. -O O O O 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB O O O 0�YELLOW COLOR STD. AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER (SEE NOTE 4) SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS PLAN VIEW OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST �--INTEGRAL DOME PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED). COLOR FOR DETECTIBLE WARNING ON STANDARD CONCRETE SIDEWALKS SHALL BE YELLOW. EXISTING GRADETRUNCATED DOME SCORE MARK (1" DEPTH) SHALL BE 5' O.C. FOR 5 AND 10 FOOT WIDE 6' STANDARD RAMP 6" TRANSITION 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) 7X6 5 SIDEWALKS, 4' O.C. FOR 8 FOOT WIDE SIDEWALKS. FINAL DESIGN TO BE PROVIDED BY KEYSTONE MANUFACTURER 1:12 MAX SLOPE OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. 1 2 3 4 GEOGRID SHALL BE CAREFULLY CUT AS NECESSARY SO THAT GUARDRAIL PHONE: (800) 682-2525 POSTS DO NOT DAMAGE STRUCTURAL INTEGRITY OF THE WALL SYSTEM 1 TYPICAL PAVEMENT SECTION AANTS 2 CONCRETE WALK NTS 3 REINFORCED KEYSTONE WALL NTS@ DOUBLE CORNER DAMP NTS 5 DETECTABLE WARNING PVTO17.DWG (3,500 PSI (MIN)) PVTO19.DWG STANDARD UNIT - NEAR VERTICAL SETBACK WALLO17.DWG 3,000 PSI (MIN.) CONCRETE RAMP016.DWG SET COVERS FLUSH IN MANHOLE FRAME & PAVED AREAS. COVER WITH "STORM" IMPRINTED SEE NOTE 2 I SEE NOTE 1 - F' 2' e. FRAMES BEDDED IN MORTAR EPDXY COAL TAR COATINGS _ PRECAST REINFORCED WEEPHOLE @ BOTTOM 4' CONCRETE RISER PER FDOT INDEX 201 e a • 5" MIN C C t 6" MIN In PRECAST REINFORCED ' MONOLITHIC BASE • • ' •. ' o• •' °O 6" MIN. 9" BEDDING ROCK - 6" •e 3, 6 MIN. ( FILTER FABRIC ®WEEPHOLE NOTES: PER FDOT INDEX 201 1. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2" ABOVE FINISHED GRADE 2. ALL IN -PAVEMENT STRUCTURES MUST CONFORM TO H2O LOADING STANDARDS 6 MANHOLE Q3 NTS UTL003.DWG R -0-W 10' SIDEWALK TYPE "F" CURB & GUTTER -' R -O -W 14.5' SIDEWALK t TYPE "A" MEDIAN CURB 7' 2' 14' 14' 14' 2' THRU-LANE TURN LANE/ THRU-LANE LANDSCAPE MEDIAN t-- f Itn..,;I{ISI =:.k €..., .w. € � .'.,,.,"'� f € I„",,,",.m.� �...w"..""E � £.................€ 3 b..-�-.•�-...€ � �.�...�,� ' (,...........,.� ? �..,,""""`� �w.,.."w.,w.,� s.M....w., f . 3::. .. jm..m"� I "�# MAINE STREET-"' 80' R -O -W 4.5' FURNISHING (ASPHALT PAVEMENT) ZONE BRICK PAVER TURN LANE 1.5 8' 11' 12' 11' 8' 1.5 PARALLEL THRU-LANE TURN LANE/ THRU-LANE PARALLEL PARKING I LANDSCAPE MEDIAN 1 ,_6" RIBBON CURB PARKING ' R -O -W I R -O -W 9' 8' SIDEWALK 8' (MIN.) R -O -W 12.5' 411141,11.14 TYPE "F" CURB & GUTTER R -O -W 2' 10' 1.5 11' CURB & SIDEWALK I I THRU-LANE J fE ONTERPL ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT f AA 003420 i CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 NTS IRAMP001.DWG 1.5' "W" GUARDRAIL R -O -W 1' REINFORCED SEGMENTAL BLOCK RETAINING WALL 11' 2' 3.5' 3' 23.5' THRU-LANE VARIES £... .'€- PUBLIC ROAD #2 -' 70' R -O -W MONOLITHIC CURB (ASPHALT PAVEMENT) ' & SIDEWALK 1.5 8' 11' 11' PARALLEL THRU-LANE THRU-LANE PARKING 2' (- 4:5' 8' --I ' CONCRETE SIDEWALK ..,"w....v.:. ................ .............. i ....,.., i; ...... ,.........._._. 3 t'""'"_""""'x F t i t k E f. .....z a t. k' t £ a ..."i.".".�.."....{..2 #£� 3n.."..w«5.,,.w,,...°.. , #;1m #�££f".,"""""m"„.:''µ"t :•fg{3E �#g 3 .1„„"f","tx_ #t {„..f„ "„„„", .�`�.�,� sj3:...........„ .."..,.. .w.. s s##s ".w,."..,w:..,,:.:,.:.:, � �..`"..",...,,f � .".,.'. ..m,.."... § E'{...,.,".....,..,.,.,..,�,..� 33 �•,,...•.,,.,,......,......,.£[�E 3 ',.' .t. ^""^...,-ii �i �I '...�:..... 3E ��fqE'�'{' £ a ,_,,.wl �{ �,....'"".^"'^,_� �•�"•^ , _"'-ww,€t#�w�£$w "�" .$..........:...".w �fpw7m{„ 3�1€w MAINE STREET ...,...:.'.".. C ROAD #2 PUBLIC � 80' R -O -W � TYPE "F" CURB &GUTTER € 1 w "I I" €"_ , R -O -W MI mm (ASPHALT PAVEMENT) I Imm 70 w (ASPHALT PAVEMENT) I 7 SECTION A -A (ROAD TYPE "A" MODIFIED SECTION) 4 NTS 8 SECTION B-13(ROAD TYPE "B" MODIFIED SECTIONS) d ■ ■ ■ ■ Ulm 19' VARIES TYPE "F" CURB & GUTTER £ """ }w. NTS R -O -W R -O -W 5FURNISHING 5' FURNISHING R -O -W R -O -W ZONE ZONE I 5' S, I (MIN.) (MIN.) I 4.5' FURNZONE ZONE 45FURNISHING 6.5' 10' .5' 11' 12' 11 1.5 10' 6.5' I 5, 5' I CONCRETE R. HAND TURN LANE LEFT TURN/ THRU-LANE CONCRETE SIDEWALK THRU-LANE SIDEWALK (MIN.) (MIN.) EXISTING ASPHALT EXISTING/PROPOSED R -O -W --£ # �.: , .. , . �_ :. t: • € - 9.5' 1.5' 8' 11' 11' 8' 1.5 9.5' PAVEMENT ASPHALT PAVEMENT AS R E EQ D ! µ€ t LK -LANE THR -LANE PARALLEL CURB &SID SIDEWALK & SiDEWAPARALLEL PARKING. 2 t PAVED SHOULDER 4 74 PARKING 11' MIN. 2' 11' MIN. mamma " I,£ # I �� PUBLIC ROAD #1 ( ,...":m......•. .TREE WELL TY_3 w{ ,,,„, .w• "f,. z{.....,..,,...,.I y w..,.::....,: __ £ .,m.2t.. `"• _, w£ .....;.. 3,fw z w 3 _ 2% JSP5,.. PE 1F 1 CURB &GUTTER(BEYOND)(ASPHALT PAVEMENT) 49, Typ • .. # ":,,, w. "�.L I� 3wE r f ' �€ ,w�:,:, ,, µ€., £ �"w,:mml � �,:,.,,,,,,,:w:w ...�._ "wl ;..�:.€ """""""' ! ��,w�.'I�"""�.w.,....�.:� � ,M.,,.m ..,.. �.... .�, w.."...M '� -y'" R -O -W R -O -W .... ..., ( €.,...,....,., t < 4 z Y; �,.w. �\ z Iw.. t,.,.w€ �.....,:.......t,"_i.""" < L � .,�,.,...£ E i^i"'...�....� �.f ,.,...w,:€ {•.t,.....,...u� w,^..'^�."`€ 3 t..w....: ,.� t,..w.w Mw €f6 1 X 1 I- 4 �I E € s„" # 4.5'.10 .5 81 11r 11E 8, .5 10, 4.5, M CONCRETE TRAFFIC I Imo. CONCRETE PARALLEL THRU-LANE THRU-LANE PARALLEL CONCRETE SIDEWALK PARKING PARKING SIDEWALK .�££ €" I, m M ; £ -PUBLIC ROAD #3 £s `#y{ {#{ J. £({ -I "� SEPERATOR PROPOSED SWALE 5 5 f $ €. ..€ i 3w". I < -< ' i' F I �"'�,"F �.,. £ '�� C� 5 ...., j � , v£ � €................' '€` gg =..w,` TREE WELL < #.�.._.,.m.,� ;".... 60 R -O -W 3�w;..�.:t€�€rE--€ 3 £� 4 ...w.� z �w {., j".' f�i £ (BEYOND) f 3 I (ASPHALT PAVEMENT) m{ 3f s.... .......f # 3S _.... ,..w. �£ ......... PUBLIC ROAD # 1 = I 11 x TYPE "F" CURB & GUTTERw" `, " (ASPHALT PAVEMENT) 9 SECTION C -C (ROAD TYPE C MODIFIED SECTION) /4\/6\ 1 17 NTS 10 SECTION D -D (ROAD TYPE "D" MODIFIED SECTION) A NTS 11 BLUFORD AVE, TYP. CROSS SECTION 0 NTS FUTURE CONCRETE SIDEWALK SEAL: ti ROBERT ZIEGENFUSS, P.E. FL REG # 56752 � c CONSULTANT: I REVISIONS: NO. DATE REMARKS 2 I•ww.»....Y 3 f 8' (MIN.) R -O -W 12.5' 411141,11.14 TYPE "F" CURB & GUTTER R -O -W 2' 10' 1.5 11' CURB & SIDEWALK I I THRU-LANE J fE ONTERPL ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT f AA 003420 i CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 NTS IRAMP001.DWG 1.5' "W" GUARDRAIL R -O -W 1' REINFORCED SEGMENTAL BLOCK RETAINING WALL 11' 2' 3.5' 3' 23.5' THRU-LANE VARIES £... .'€- PUBLIC ROAD #2 -' 70' R -O -W MONOLITHIC CURB (ASPHALT PAVEMENT) ' & SIDEWALK 1.5 8' 11' 11' PARALLEL THRU-LANE THRU-LANE PARKING 2' (- 4:5' 8' --I ' CONCRETE SIDEWALK ..,"w....v.:. ................ .............. i ....,.., i; ...... ,.........._._. 3 t'""'"_""""'x F t i t k E f. .....z a t. k' t £ a ..."i.".".�.."....{..2 #£� 3n.."..w«5.,,.w,,...°.. , #;1m #�££f".,"""""m"„.:''µ"t :•fg{3E �#g 3 .1„„"f","tx_ #t {„..f„ "„„„", .�`�.�,� sj3:...........„ .."..,.. .w.. s s##s ".w,."..,w:..,,:.:,.:.:, � �..`"..",...,,f � .".,.'. ..m,.."... § E'{...,.,".....,..,.,.,..,�,..� 33 �•,,...•.,,.,,......,......,.£[�E 3 ',.' .t. ^""^...,-ii �i �I '...�:..... 3E ��fqE'�'{' £ a ,_,,.wl �{ �,....'"".^"'^,_� �•�"•^ , _"'-ww,€t#�w�£$w "�" .$..........:...".w �fpw7m{„ 3�1€w MAINE STREET ...,...:.'.".. C ROAD #2 PUBLIC � 80' R -O -W � TYPE "F" CURB &GUTTER € 1 w "I I" €"_ , R -O -W MI mm (ASPHALT PAVEMENT) I Imm 70 w (ASPHALT PAVEMENT) I 7 SECTION A -A (ROAD TYPE "A" MODIFIED SECTION) 4 NTS 8 SECTION B-13(ROAD TYPE "B" MODIFIED SECTIONS) d ■ ■ ■ ■ Ulm 19' VARIES TYPE "F" CURB & GUTTER £ """ }w. NTS R -O -W R -O -W 5FURNISHING 5' FURNISHING R -O -W R -O -W ZONE ZONE I 5' S, I (MIN.) (MIN.) I 4.5' FURNZONE ZONE 45FURNISHING 6.5' 10' .5' 11' 12' 11 1.5 10' 6.5' I 5, 5' I CONCRETE R. HAND TURN LANE LEFT TURN/ THRU-LANE CONCRETE SIDEWALK THRU-LANE SIDEWALK (MIN.) (MIN.) EXISTING ASPHALT EXISTING/PROPOSED R -O -W --£ # �.: , .. , . �_ :. t: • € - 9.5' 1.5' 8' 11' 11' 8' 1.5 9.5' PAVEMENT ASPHALT PAVEMENT AS R E EQ D ! µ€ t LK -LANE THR -LANE PARALLEL CURB &SID SIDEWALK & SiDEWAPARALLEL PARKING. 2 t PAVED SHOULDER 4 74 PARKING 11' MIN. 2' 11' MIN. mamma " I,£ # I �� PUBLIC ROAD #1 ( ,...":m......•. .TREE WELL TY_3 w{ ,,,„, .w• "f,. z{.....,..,,...,.I y w..,.::....,: __ £ .,m.2t.. `"• _, w£ .....;.. 3,fw z w 3 _ 2% JSP5,.. PE 1F 1 CURB &GUTTER(BEYOND)(ASPHALT PAVEMENT) 49, Typ • .. # ":,,, w. "�.L I� 3wE r f ' �€ ,w�:,:, ,, µ€., £ �"w,:mml � �,:,.,,,,,,,:w:w ...�._ "wl ;..�:.€ """""""' ! ��,w�.'I�"""�.w.,....�.:� � ,M.,,.m ..,.. �.... .�, w.."...M '� -y'" R -O -W R -O -W .... ..., ( €.,...,....,., t < 4 z Y; �,.w. �\ z Iw.. t,.,.w€ �.....,:.......t,"_i.""" < L � .,�,.,...£ E i^i"'...�....� �.f ,.,...w,:€ {•.t,.....,...u� w,^..'^�."`€ 3 t..w....: ,.� t,..w.w Mw €f6 1 X 1 I- 4 �I E € s„" # 4.5'.10 .5 81 11r 11E 8, .5 10, 4.5, M CONCRETE TRAFFIC I Imo. CONCRETE PARALLEL THRU-LANE THRU-LANE PARALLEL CONCRETE SIDEWALK PARKING PARKING SIDEWALK .�££ €" I, m M ; £ -PUBLIC ROAD #3 £s `#y{ {#{ J. £({ -I "� SEPERATOR PROPOSED SWALE 5 5 f $ €. ..€ i 3w". I < -< ' i' F I �"'�,"F �.,. £ '�� C� 5 ...., j � , v£ � €................' '€` gg =..w,` TREE WELL < #.�.._.,.m.,� ;".... 60 R -O -W 3�w;..�.:t€�€rE--€ 3 £� 4 ...w.� z �w {., j".' f�i £ (BEYOND) f 3 I (ASPHALT PAVEMENT) m{ 3f s.... .......f # 3S _.... ,..w. �£ ......... PUBLIC ROAD # 1 = I 11 x TYPE "F" CURB & GUTTERw" `, " (ASPHALT PAVEMENT) 9 SECTION C -C (ROAD TYPE C MODIFIED SECTION) /4\/6\ 1 17 NTS 10 SECTION D -D (ROAD TYPE "D" MODIFIED SECTION) A NTS 11 BLUFORD AVE, TYP. CROSS SECTION 0 NTS FUTURE CONCRETE SIDEWALK SEAL: ti ROBERT ZIEGENFUSS, P.E. FL REG # 56752 � c CONSULTANT: I REVISIONS: NO. DATE REMARKS 2 11/01/10 FDOT D/W COMMENTS 3 11/10/10 SJRWMD COMMENTS 4 02/03/11 CITY COMMENTS 6 04/08/11 CITY COMMENTS 7 05/31/11 CITY COMMENTS 8 07/11/11 CITY COMMENTS W_ 1 •' OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 11/01/10 A C5 lar Landscaae Notes: 1. Street trees along public rights of way (internal to the project) will be planted in open tree wells within the sidewalk / pedestrian areas. No grates will be installed over tree wells and all tree wells will be a min. of 4'x4' with ground cover planted at the base of the trees. Upon completion of the improvements, the City of Ocoee will own and maintain all plantings and irrigation within the public right of way. Tree root barriers will be installed within the tree wells to protect sidewalks, curbing and pavement. 2. The City of Ocoee acknowledges that existing tress that are preserved may require pruning and removal of some limbs in order to aid in the health and viability of the trees. 3. The City of Ocoee acknowledges that in order to develop the lake front as a passive park, pruning of existing trees and removal of existing vines, underbrush and invasive species will be necessary. Non-mechanical construction methods will be utilized within the 1 00y flood plain. The developer will be allowed to undertake these activities provided specimen live oak trees are preserved within the flood plain. 0 Phase III Options • 15' minimum landscape buffer • (2) shade trees per 100' • (3) understory trees per 100' • 3' solid hedge • 1'-2' meandering berm • Monument signage for individual lots fronting street right of way. (See SP -1) OR • 15' minimum landscape buffer • Maximum T-6" precast garden wall • Low shrubs and groundcover in front of wall. • Monument signage for individual lots fronting street right of way. (See SP -1) Bluford Ave Landscape Buffer • 15' minimum landscape buffer • Maximum T-6" precast garden wall • Low shrubs and groundcover in front of wall. • Monument signage for individual lots fronting street right of way. (See SP -1) • Shade trees and understory trees will be planted consistent with City requirements. Placement of understory and canopy trees may be adjusted and relocated during construction to account for preservation of existing trees, construction of the garden wall and utility installation. City staff must review and approve any field adjustments as may be necessary. 0 Phase I I I LOT #6 8.57 AC.f --Phase Line Project Identification Feature • Architectural enhancement • Project signage (see SP -1) • Colorful landscaping Existing tree typical Project Identification Feature • Architectural enhancement Street tree 50' o.c Phase Line – , Right ofWIVay Line / �'hase IIS2.72 ACA I I I I \ \ I I I \\ Stree Trees I 0' o.c I l� \ I \ \ I ,LOT #2 1142 AC.t \ \ \ II ?sem N� Phase 1'\\ LOT l 2.15 A3 N �_ \ \ \ P N N� t� N 1 \ Pedestlrian I I I \ \�J�,�\ __ \ \v — — _ — — Conne'ction Trp I I I • Paver plaza • Project signage (see SP -1) • Colorful landscaping, no annuals • Benches / outdoor seating / trash receptacle Master Stormwater Management Area • Passive open space • Existing trees to be retained • Pond bottom to remain at natural grade, no sodding or irrigation within the pond bottom •� ; ��•�. Irl VtP•wr P L�� l `AITN 1 WX I c -O ••O / Rhr • 1 F ata'^ '�•y��NJ • •.~��• r trVO.!Qo .,'ill"i�Jfan•., / MON., largePreserve oak trees 54, • •- • • (non-mechanical • • Restore with drought t• - grass Mulch •. th Lake Bennett Retaining Wall • Decorative structured wall system SR 50 J —117- -124 116— SR 50 Landscape Buffer Project Feature • 15' minimum landscape buffer • Architectural enhancement • Maximum 3'-6" precast garden wall • Project signage (see SP -1) • Low shrubs and groundcover • Colorful landscaping, no annuals in front of wall. • Monument signage for individual lots fronting street right of way. (See SP -1) • Shade trees and understory trees will be planted consistent with City requirements. Placement of understory and canopy trees may be adjusted and relocated during construction to account for preservation of existing trees, construction of the garden wall and utility installation. City staff must review and approve any field adjustments as may be necessary. E 0 Z c 10 o UaD �-0 E_0 o a� a� �ti C) a� c� cCrJ� U O Q) CID �� Q_a-Uj- a� 0 O �� C" _EZO 60 (5 T U � (n c - cti � a cIf CZ 0:3 n' U 7C) CTJ� 0) U U U 0 T T q - LO r T T O T r CD N O N C6 N n N O O N o o 0 0 z E o o 15 o 0 ° c co a E 2 o E E w U U o o E `m U U U O °- Ir o � � ', U U U °- CLIL CL T T T T T Q W N N O CO N M N Q LO V' M N *- L) tq CU .^ M t' CL 0 U .� c>s W CUU L, O C0 ts U'— c:E U p L O PROJECT NO. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET LS -1 Passive Lakefront Park Detail nts and irrigation between garden wall and sr 50 to be installed by developer and maintained by POA SR 50 Landscape Buffer Detail nts listing Tree be Preserved void vv• v... a.�r✓V, y. WUI I%A%Iover and irrigation between garden wall and individual lot development to be installed and maintained by individual lot owner. J boundary Project Proj bo - 46f ;. 15' min -25' Max. t �s S Bluford Ave right of way — landscape buffer 15' utility easement — i 10 min.l — — I I I I I I Existing tree to be preserved Garden wall to be located /jogged to avoid existing trees Monument sign �- Low shrubs, groundcover Sidewalk by see SP -1 and irrigation between garden wall and individual lot owner individual lot to be installed and when individual lot develops maintained by individual lot owner. Low shrubs, groundcover and irrigation between garden wall and s bluford ave to be installed by developer and maintained by POA S Bluford Ave Landscape Buffer Detail nts ;e le r CV N co O E O -:3 c U � Q) CTJ E -q oI a> E 0 o c U z� U O co • ^ O CN a � LL N O� O �O m o C ro a n (n c J C11 6)70 C � >1 O cV 0 U J PROJECT N0. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET �_ LS -2 U r Ca U) t13 T r r C:, W O r +- N C6 LL N co COV Q O r0 cf O O co c1' CO I N N �j M -0 -0 O CU tv N -~ z U a 0 1 .CO o c,.0 1 O co o E C C rte-. rr E E E E w CJ U U o p' C5 U L n LL n CL N ^^ LL ^� LL PROJECT N0. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET �_ LS -2 U r Ca U) t13 T r r C:, W O C�- N C6 LL N co op Q O o C U O O co c1' CO I N r �j PROJECT N0. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET �_ LS -2 U Ca U) t13 �O C�- 0- C6 LL C •� � • o C U vJ U M O CU 0F -~ •E U a O �0. O V V O PROJECT N0. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET �_ LS -2 General Notes: Legend 1. The removal of trees for the overall development will be permitted in two or more phases as indicated on the engineering plans. Permitting for the removal trees on individual lots will be on a lot by lot basis. Protected Tree 2. An arbor permit application will be submitted with final construction plans for any and all portions of this project in accordance with this plan and its tir- ,' ;,- •. Mame St .o POND #3 ,��.__ Protected Tree sloraoc�acv. ro.n•zl«a requirements. 5,' To Be Retained Eu. r:`>:�<i A�'�;`•� .; �:+tip :'A. ..ti:`>;:�i:'�: �;'� .ti-: :.,..• 3. This plan is based upon a tree survey Provided by Accurate Survey. r 1 1",. ,; _ <'.> j �• �,t. ....-. ...; • .........._ `. .w .. � „ ,:,: ,s �T. ,x+.�cs„ ,s.:§ tau . ��'y,•: i.. r._ T - Protected Tree �7 w � _ y : � To BeRemo Right wa T,+1(�) phase III •1° .c ` :. 4�z,s' z+ss�.l V-� iU < T� aM1> i 42,Sa Ia}T•.1111 C_ a'•'v" zt •.ra?f.:?) '�T,:'2 -_=�� 2,25 '1r1J ✓1� Tree clearin area _ Phase 1 Right of Way l� T, IGI wI 2i •t 'T,:la t,>P 3 �1 ?I 4.3 = 2,:2 n�_T, {, ,;,a 281'' 2/J a right of way phase III Ww`y :..: i �z.z9 zc : 4 Cn 4... z)wr r zroz k — ' -rJ 1: z,•'«"'a \-.d ';, , uf°1,U I2r5 TI]U 2105uq,'? "f9EB j77 1. ,\ ?'l .A�zr;.9 C >:rr-.... > -n: � 3,.J J Phase II & III Right of Way :' ``� �'S y�f'}7 ,,arra — \>. Y.:`:i. 122, 1031_22 t z�;. rznsr4� nzs� 2:ns vra I��iase III ..�.:.: 17.210 °e — ...\ 1,a, Loi �Mre Pond #1 \`" 3 8.57 A IN V32asT \•�'=S ,r 11:5 a � L% a,� r rse4n-t Y�ias r:J: [r rz 2 r"� `ta ma; Ir9pV� :resti�:f Cn2 ,,.. 4a.2 C(. Zr.^ac ��rse rot2i M 15' utility easement Tree to be retained Tree to be I, removed 15' utility easement 15' minimum landscape buffer Dripline (Varies) I Fence Location I (Min. 30% from dripline) t� Fence barrier to --7 be no further than i dripline Not To Scale Right of way phase I Tree Protection Barrier Dripline 70% Dripline (min) I 20' (max) Plan View M Trees within pond to be preserved pond bottom to remain at natural grade Berm for pond #1 to be constructed in phase I Conservation and drainage easement Recreational trail easement Flood Plain The developer shall be permitted to clear the flood plain by non mechanical methods from underbrush, invasive plant species and vines to maintain the area as usable openspace. U C) U) U aD E O CIO �o a� z U0 co O CC j N J O [O Q al i � L (� O nQn` O W r' a CO •nU) J W U) _� CU � O U z m r r r LO r r r O •r r N 00 N a) O O CV N 0 N z o 0 E O E E E W U U 0 D CL o_ r r r r r r r r 0 LU N r` CO LO C\! 0 0 0 o m CC V 'o CU L Co E �- 4-0 Co -� o vJ �` U Q 5 .� o� �o U O RP OJECT N0. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET AP -1 " ....... ..._ ...._ 246_ __ _i _ _. - -- '..;..��� � � 2 .. • i ,/� , 2465>r,::..:. �..,.�..: ..�. ''`��2458� L._. 2.477 r" 2�455 F '�`?::•. �= 2467 212456 2454 � 476 02447 fes' / 2469 2433 / 2423',.2445 2432 2440 2470 kr J2468 2430`x" lf��{ ., 2428 53 2431 rn 2122`-^' CCom�,}}� �y ° 2131 2132 LJ ,•415Wy, ` j2472 2427 2171 N � 2125 2123 24160 416 , l W 2434 01215 217%, (l�..1 ,1l•2�134 2412 W 2426 2168 LTJ }¢ ;'�j ,,ff'' 2136 2138 2167 213 � (� 2425 2135 LJ 2137 , 410 1213 1216 2139 166 01220 2165 1224 01222 0 1208 0 �✓ 1225 0 2163 \ WW 0174 0 1227 1226 0 21620 Maine St 2112 (� 21150 102 2704 2105 140 2150 2143 0 2100 2145 2099 2146 2146 02160 PI ase 111 2159 LOT T47 g 8.57 AC2096 1230 ,1239 0 1�1.2�35 157 1y1,199 „ 1232 0 1 197 7 _ � l 1231 rti ri.T�> 0l•� W 1,97 LJ �ZN1 `�j 1196 A fY1�236 1195 `ter 1� 01240 ,2156 2155 1194 `tom CiJ'J� r'��'1 1111922, 1237 `� J 1193 CW,ry{ 01242 1187 f186 0 12430 ,.,1183 ,24 124t 1246x1 �y11991 4rL Ci..�JJ 1 11182 CW1 W 1873 x,1988 Ca181 18720 9,908 1181 CW') f181 1989 ,fy, 1874 ,(�1-,987 18750 �^' ,l 1893 1892 l,,(�.{ rf"}�1870 1894 1891 �•�✓ 01876 `C�„J 1890L � 1iB77 186 1889 U l 18780 f868 ••••�`h?:\1895 X1888 1879`h'��,Iy�{ 896 1897 1887 XX7898 ,.rye ��y1, 1865 C(+�J� C_W') Cr`f';1•.j' 18850 186 1886 '18gg 188483 190102 Right of way phase I tree clearing area 1969n 20720 2087 2086% 2088 C• 7 2062 20120 2013 0 2008 0 1996 (Z•N� _ 1984 1985���%}j 0 1972 -�, 45 056 2068 _ 2016 2017 2016 2014 t.� 32015 006 Right of way 2004 phase 111 2003 tree clearing area 2 2 1983 200, 982 2005 1859 1862 11858 •: r u4:,�, � W CCC .:�/•// 1856 114904" �j 7 1852 �57 !,1855 1 8 ro `? 1845 [LJ) 37 18420 8j� 1839 1840 V ## /� 1853 1644 1. o AC. f 1815 X10 181., �'�� �1`Y�' 180 9 1812 No 1f1MIl N 1785 N\ 1780 f1�78�i 1814 179s� ,.. 1813 1795�W''� ` x,1758 (Q'W'Q 1 (L''3� 01760 1�.1,792 1759 18040 179 7 1798 1794�'Y�1_1/ C31747 1800 ``L�.33 U179.3 15' utility easement 1 5 1726 �° ')1799 1728 x,727 � ���WWW�y,, Cyp,�,j�{ 44 1730 (L'J� (;'j1722 lill'1 h Ww ��y1, 1734 co 0 1729 t- 0 17 180317200 7 1736 f 731 �/''�f A C172� 1735 1733 1 . 1779/778 1732 ww 1712 1 1 ��y�1, (06-;1714 1715 17192 Ito 10X11 7 8 17160111 0858 'A � 171UUUUJJJJ LLW�� 1707 1� N1 857 5 1699 � 853 852 (� 850 1704LJ 00 1698 1697 849 17030 1701 848 .:.s.,• 1696 847 ��<•�;^Z'• 856 :.:.s:•' 646 843 01695 L(� 842 1.42 4AC.40 839 838 \I 1692( •`•�•.5)?)>?>:;;•:. 1 1 1686 W 836 837 \ 'ii: iiiiii...:. LLLJJJ . �;:;':.i::;:;:;:;. 0 1687 �`'iiiiiii':•`•: .i::::...� ... 6350 168 1684 1682 16 834 ... ........ 1683 681 •:?;.':�::::`'`:: 1680 833 \ ........... �::. 16850 C�,y�, 167916780 ....•..•.... 1::.... 8300 0g 828 863 Right of way phase II tree clearing area (� 667 1659 1658 156 1657 (cq9f��'( 1656 1564 572 ,115711578 r(/ljy({ (W ��y.1 1646 W 1660 1653 1649 1650 ,-,1654 (LJ, (�y� 1565w 1570 1566 1568 1575 1577 1569 1574 �LL`��� """ 6�.��l'y�{ 1516 (v"J1 164 48(('J+j' 1652 15f9 "" 1517 1518 `-' t�,(�{ $52 rn'1521 `Lti 1567 1573 1576 1525 152q 1522 �f 3 1527 1514 1515 �,,(}�{ 1511 1510 0 1526 �_ Q.iy,1�5051501��(15j,0�4 1501 1495 y1(,497 (Z',5�1'1j494 W .• tgC 15)06" �^-' �J 1513 w 151 1506 v 1502 1483 1489 X1485 1486 14 ase48t `1484 1496 1491 0 1493 01482 192 1445 1459 h58 05�0 AC•± 51 449 1448W420 LL 1461 `-^' 14571456 .72 1462,��, � 67 -1468 � M })'J�14 1339 15 1417 1420 1416 1460 1463 14730 1472 471 x/469 1335334 'L� 241 tf' �`f��� ,.,1411 LJ� 1470 0314 1336 1312 r?j r�%� `�,j 1313 1C� 3)42 142 13 1410 140 1409 C8 (a 14140 76 1475 1480x„ LlNI 1315 13230 1328 1331 1327 1332 1408 x T 1478 �C��,yy����''.11, 1316 ' 1477 13 "OC31309 01317 1300 1308 `Ca.j 0 �,(�.� - {1325 1388 C ,1-, 12970'x;) 11298 C `29 71295 1301 1326`t�' 1322 1324 Im1323 1347 CU' �fzs6 `,306 40 '34914 0 \-1 22,0_—'n t -r ,�.11,-j�l� 11,f17�9( 219 �^ 1277 974j 2S 73 7_272 2180 0 976 961 ,fh N 1275 � � 960 973ti 69 1270 Phase 1 962 959 957 958 9 LJ 1255 1253 1257 1254 0 258 1282 963 1260 1259 LOT #1 0966 L 1251 0 03 1263 2.15 A C. 964 968 0 969 � o 965 0 N 01353 30' utility easement 9780 980 Cc 0 869 979 1354 13 910 924 938 W0 N 868 9097 "� 936 955 W 954 �_r-�,,1 939 W 908 927 937 953 �y 867 C: '! 923 0935 .� 929 934 � 920 15' utility easement 010 - - — — — Legend Protected Tree �.; Protected Tree To Be Retained �\ {, X Protected Tree To Be Removed Phase I Right of Way Phase II & III Right of Way Pond #1 Pond #2 / r •+ ✓ / F \ \ 1612 1610 1614* $2 1550 ✓v 1611 1613 ' ,f}15�92 X1594 1597 162' { 619 618 7616 (UPJ? 1623 •. y, r 1593 1596 162 _ 1620 ( iii 1617 1640 X1598 y 1638 CL•3�J) // x 1626 ' 1595 1627 1530 / 531 1538 1539 WWWW d. 1628 1630 '•~ 1532 1599^ *1629 1536 1631 / r X 1534 1602' •"1440,. 1535 160 / .'�/ �� •7432 POND ^ ` A44,1 14NRAGE @ ELEV. 121.0=2.4 ac -it ` 1430 1437 1 143 ��/ 1436 1429 1423 1425 J 1424 1426 x y 14'1 ` 1428 Ste' {' +•r' (ii�J� 603 1403'" 1402 m ] 400 'r', 396^ >/ 1395 1397 '�' • / /; ~ 1394 9•.'•1 ' ✓1393 / i 1392 225 223 222 214 Lake Bennet Right of way phase I tree clearing area U C U — 7C) E-0 ai O C roo UCU :�:, 00 U O U_ U L �0_ Q O Q) r n W J C/) 70 o � U 70 m r r r LiJ r r r N O 00 ON r N O O N N _N N -O z O O 0 � � a-. N O EE E E w O U U U O L L Q Q. IL r r r r O LU N C3 N er7• CC) Q 0 0 o M 't CO N r n0 W �O n(IS L— f..� CL V, L � o ^^ Vff ! •> C: U- 4-0 W U- 4 ^U (n C: 0 W O O C1- q 1_ • .E a) � a) �- o �- U O PROJECT NO. 1015 SCALE 111=60' DATE Jan 2011 SHEET AP -2 TREE CHART Species Location 214 48 Oak Pond / Lakefront 222 19 Oak Pond / Lakefront 223 54 Oak Pond / Lakefront 225 209 - 24" OAK 1 191 - 8" OAK 1341 - 2-12" OAK 1467 - 10" OAK 1587 - 12" OAK 1717 - 10" OAK 1838 - 36" OAK 214 - 48 OAK 1192 - 24 OAK 1342 - 12 OAK 1468 - 12 OAK 1588 - 18 OAK 1718 - 13 OAK 1839 - 10 OAK 215 - 20" OAK 1 193 - 32" OAK 1344 - 18" OAK 1469 - 9" OAK 1589 - 13" OAK 1719 - 11 " OAK 1840 - 20" OAK 218 - 42" OAK 1 194 - 32" OAK 1345 - 9" OAK 1470 - 28" OAK 1590 - 21 " OAK 1720 - 14" OAK 1841 - 10" OAK 219 - 46" OAK 1 195 - 10" OAK 1346 - 10" OAK 1471 - 9" OAK 1592 - 2-19" OAK 1721 - 15" OAK 1842 - 22" OAK 220 - 36" OAK 1 196 - 12" OAK 1347 - 12" OAK 1472 - 3-11 " OAK 1593 - 19" OAK 1722 - 2-15" OAK 1844 - 15" OAK 221 - 20 OAK 1197 - 12 OAK 1348 - 16 OAK 1473 - 12 OAK 1594 - 24 OAK 1723 - 9 OAK 1845 - 2-22 OAK 222 - 19 OAK 1198 - 8 OAK 1349 - 13 OAK 1475 - 42 OAK 1595 - 20 OAK 1725 - 20 OAK 1846 - 20 OAK 223 - 54" OAK 1199 - 9" OAK 1350 - 12" OAK 1476 - 8" OAK 1596 - 19" OAK 1726 - 18" OAK 1847 - 15" OAK 225 - 49" OAK 1208 - 28" OAK 1351 - 15" OAK 1477 - 15" OAK 1597 - 24" OAK 1727 - 22" OAK 1848 - 8" OAK 824 - 18" OAK 1213 - 14" OAK 1353 - 10" OAK 1478 - 12" OAK 1598 - 22" OAK 1728 - 8" OAK 1849 - 12" OAK 825 - 18" OAK 1215 - 12" OAK 1354 - 30" OAK 1480 - 24" OAK 1599 - 12" " OAK 1729 - 12" OAK 1850 - 12" OAK 826 - 17" OAK 1216 - 36" OAK 1355 - 18" OAK 1482 - 12" OAK 1600 - 11 OAK 1730 - 2-18" OAK 1852 - 26" OAK 827 - 2-20" OAK Oak Pond / Lakefront 1356 - 19" OAK 1483 - 26" OAK 1601 - 14" OAK 1731 - 3-11 " OAK 1853 - 2-15" OAK 828 - 18" OAK 1220 - 10" OAK 1357 - 1 I" OAK 1484 - 14" OAK 1602 - 20" OAK 1732 - 18" OAK 1855 - 20" OAK 829 - „ 18 OAK 1222 - 36 OAK 1358 - 9 OAK 1485 - 8" OAK 1603 - 12" OAK 1733 - 15" OAK 1856 - 15" OAK 830 - 26» OAK 1224 - 20 OAK 1359 - " 9 OAK 1486 - 2-28" OAK 1608 - 20" OAK 1734 - 10" OAK 1857 - 20" OAK 833 - 15" OAK 1225 - 9 OAK 1360 - " 18 OAK 1487 - 17" OAK 1609 - 20" OAK 1735 - 8" OAK 1858 - 15" OAK 834 - 15" OAK 1227 - 11 " OAK 1361 - 10" OAK 1488 - 12" OAK 1610 - 10" OAK 1736 - 11 " OAK 1859 - 2-24" OAK 835 - 13" OAK 1228 - 3-22" OAK 1362 - 13" OAK 1489 - 16" OAK 1611 - 22" OAK 1737 - 12" OAK 1860 - 2-34" OAK 836 - 12" OAK 1230 - 31 " OAK 1363 - 19" OAK 1490 - 2-13" OAK 1612 - 25" OAK 1738 - 36" OAK 1861 - 21 " OAK 837 - 9" OAK 1231 - 11 OAK 1364 - 20 OAK 1491 - 13 OAK 1613 - 15 OAK 1739 - 15 PALM 1862 - 75 OAK 838 - 34" OAK 1232 - 12 OAK 1365 - 22 OAK 1492 - 9 OAK 1614 - 4-13 OAK 1740 - 22 OAK 1863 - 12 OAK 839 - 8" OAK 1234 - 13" OAK 1366 - 9" OAK 1493 - 11 " OAK 1616 - 10" OAK 1741 - 12" OAK 1864 - 28" OAK 840 - 24" OAK 1235 - 22" OAK 1367 - 28" OAK 1494 - 17" OAK 1617 - 15" OAK 1742 - 18" OAK 1865 - 24" OAK 842 - 26" OAK 1236 - 12" OAK 1368 - 10" OAK 1495 - 9" OAK 1618 - 8" OAK 1743 - 20" OAK 1868 - 9" OAK 843 - 42" OAK 1237 - 8" OAK 1369 - 20" OAK 1496 - 15" OAK 1619 - 9" OAK 1744 - 13" OAK 1869 - 27" OAK 844 - 11 " OAK 1239 - 28" OAK 1370 - 9" SWEET GUM 1497 - 12" OAK 1620 - 12" OAK 1745 - 2-17" OAK 1870 - 24" OAK 845 - 13" OAK 1240 - 36" OAK 1371 - 34" OAK 1499 - 13" OAK 1621 - 13" OAK 1746 - 10" OAK 1872 - 36" OAK 846 - 14" OAK 1242 - 36" OAK 1373 - 10" OAK 1500 - 15" OAK 1622 - 12" OAK 1747 - 11 " OAK 1873 - 22" OAK 847 - 11 " OAK 1243 - 19" OAK 1374 - 18" OAK 1501 - 24" OAK 1623 - 9" OAK 1748 - 9" OAK 1874 - 38" OAK 848 - 17" OAK 1244 - 34" OAK 1375 - 10" OAK 1502 - 19" OAK 1624 - 11 " OAK 1749 - 14" OAK 1875 - 28" OAK 849 - 8" OAK 1245 - 20" OAK 1377 - 15" OAK 1503 - 13" OAK 1625 - 12" OAK 1750 - 10" OAK 1876 - 18" OAK 850 - 11 " OAK 1246 - 26" OAK 1378 - 70" OAK 1504 - 18" OAK 1626 - 10" OAK 1751 - 10" OAK 1877 - 27" OAK 851 - 11 " OAK_ 1379 - 13" SWEET GUM 1505 - 10" OAK 1627 - 15" OAK 1752 - 18" OAK 1878 - 34" OAK 852 - 12" OAK 1251 8" OAK 1381 - 19 OAK 1506 - 20" OAK 1628 - 8" OAK 1753 - 11 " OAK 1879 - 18" OAK 853 - 8" OAK 1252 - 1384 - 26" OAK 1507 - 13" OAK 1629 - 8" OAK 1754 - 12" OAK 1881 - 40" OAK 856 - 24" OAK 1253 - 12 OAK 1388 - 8" OAK 1508 - 18" OAK 1630 - 9" OAK 1755 - 18" OAK 1882 - 30" OAK 857 - 10" OAK 1254 - 12" OAK 1391 - 48" OAK 1510 - 15" OAK 1631 - 9" OAK 1756 - 18" OAK 1883 - 23" OAK 858 - 18" OAK 1255 - 12" OAK 1392 - 50" OAK 1511 - 2-18" OAK 1633 - 22" OAK 1757 - 13" OAK 1884 - 27" OAK 859 - 20" OAK 1257 - 10" OAK 1393 - 30" OAK 1512 - 18" OAK 1634 - 13" OAK 1758 - 2-12" OAK 1885 - 14" OAK 863 - 2-19" OAK 1258 - 12" OAK " 1394 - 20" OAK 1513 - 26" OAK 1635 - 13" OAK 1759 - 14" OAK 1886 - 14" OAK 864 - 2-19" OAK 1259 - 1 OAK 12 1395 - 30" OAK 1514 - 15" OAK 1636 - 10" OAK 1760 - 22" OAK 1887 - 24" OAK 866 - 40" OAK 1260 - OAK 1396 - 26" OAK 1515 - 18" OAK 1638 - 8" OAK 1762 - 10" OAK 1888 - 14" OAK 867 - 30" OAK 1261 - 10" OAK 1397 - 29" OAK 1516 - 2-15" OAK 1640 - 9" OAK 1763 - 10" OAK 1889 - 10" OAK 868 - 38" OAK 1262 - 10" OAK " 1398 - 18" OAK 1517 - 28" OAK 1642 - 22" OAK 1764 - 8" OAK 1890 - 36" OAK 869 - 38" OAK 1263 - 1 I I O 1 OAK 1399 - 22" OAK 1518 - 27" OAK 1646 - 19" OAK 1765 - 18" OAK 1891 - 24" OAK 908 - 24 OAK 1264 - 1265 - OAK 8" OAK 1400 - 36" OAK 1519 - 14" OAK 1647 - 26" OAK 1766 - 2-15" " OAK 1892 - 20" OAK 909 - 20 " OAK 1266 - 1 1 " OAK 11 1402 - 2-46" OAK 1520 - 20" OAK 1648 - 8" OAK 1767 - 11 OAK 1893 - 15" OAK 910 - 36 " OAK 1267 - OAK 1403 - 20" OAK 1521 - 18" OAK 1649 - 19" OAK 1768 - 19" OAK 1894 - 26" " OAK 1404 - 13" OAK 1522 - 18" OAK 1650 - 14" OAK 1769 - 38" OAK 1895 - 1 1 OAK 920 - 28 28" OAK 1268 - 14" OAK 1 1405 - 2-9" OAK 1524 - 19" OAK 1651 - 18" OAK 1770 - 10" OAK 1896 - 35" OAK 921 - 37"922 OAK 1269 - OAK 1406 - 23" OAK 1525 - 9" OAK 1652 - 16" OAK 1772 - 30" OAK 1897 - 30" OAK - 19" OAK 1270 - 9" OAK 1407 - 24" OAK 1526 - 2-11 " OAK 1653 - 9" OAK 1773 - 34" OAK 1898 - 10" OAK 923 - 30 OAK 1271 - 10" OAK 1408 - 9" OAK 1527 - 19" OAK 1654 - 22" OAK 1774 - 24" OAK 1899 - 20" OAK 924 - 34" OAK 1272 - 8" OAK 1409 - 9" OAK 1528 - 20" OAK 1656 - 26" OAK 1776 - 38" OAK 1900 - 22" OAK 925 - 12" OAK 1273 - 9 9" OAK 1410 - 12" OAK 1529 - 2-20" OAK 1657 - 38" OAK 1777 - 2-12" OAK 1901 - 26" OAK 926 - 24" OAK 1275 - OAK 1411 - 18" OAK 1530 - 2-20" OAK 1658 - 27" OAK 1778 - 16" OAK 1902 - 2-24" OAK 927 - 20" OAK 1277 - 36" OAK 1412 - 24" OAK 1531 - 21 OAK 1659 - 20" OAK 1779 - 10" OAK 1948 - 12" OAK 929 - 20 OAK 1279 - 32" OAK 1413 - 12" OAK 1532 - 18" OAK 1660 - 12" OAK 1780 - 20" OAK 1949 - 34" OAK 932 - 1 1 " OAK 1281 - 9" OAK 1414 - 22" OAK 1533 - 8" OAK 1661 - 25" OAK 1781 - 24" OAK 1954 - 27" OAK 933 - 18" OAK 1282 - 11 " OAK 1415 - 24" OAK 1534 - 14" OAK 1666 - 26" OAK 1782 - 19". OAK 1955 - 18" OAK 934 - 20 OAK 1285 - 9 OAK 1416 - 3-12" OAK 1535 - 9 OAK 1667 - 10 OAK 1785 - 17 OAK 1956 - 24 OAK 935 - 25" OAK 1286 - 10" OAK 1417 - 12" OAK 1536 - 11 " OAK 1668 - 11 " OAK 1788 - 3-15 OAK 1957 - 13" OAK 936 - 29" OAK 1288 - 8" OAK 1418 - 2-18" OAK 1538 - 11 " OAK 1669 - 19" OAK 1792 - 12 OAK 1959 - 30" OAK 937 - 13" OAK 1289 - 2-8" OAK 1419 - 12" OAK 1539 - 18" OAK 1670 - 19" OAK 1793 - 16 OAK 1960 - 24" OAK 938 - 8" MAGNOLIA 1290 - 15" OAK 1420 - 10" OAK 1541 - 13" OAK 1671 - 2-18" OAK 1794 - 16 OAK 1961 - 9" OAK 939 - 27" OAK 1291 - 8" OAK 1421 - 8" OAK 1547 - 36" OAK 1672 - 17" OAK 1795 - 2-20" OAK 1963 - 8" OAK 940 - 27" OAK 1292 - 8" OAK 1422 - 9" OAK 1548 - 19" OAK 1673 - 15" OAK 1796 - 10 OAK 1964 - 34" OAK 941 - 9" OAK 1293 - 8" OAK 1423 - 25" OAK 1549 - 24" OAK 1678 - 18" OAK 1797 - 15" OAK 1965 - 36" OAK 942 - 12" OAK 1294 - 2-9" OAK 1424 - 8" OAK 1550 - 22" OAK 1679 - 2-13" OAK 1798 - 19" OAK 1966 - 18" OAK 943 - 2„ 10" OAK 1295 - 8" OAK 1425 - 2-9" OAK 1552 - 8" OAK 1680 - 14" OAK 1799 - 12;; OAK 1967 - 20" OAK 947 - 8 OAK 1297 - 9" OAK 1426 - 9" OAK 1553 - 2-10" OAK 1681 - 8" OAK 1800 - 15 OAK 1968 - 19" OAK 948 - 26 OAK 1298 - 8" OAK 1427 - 22" OAK 1554 - 9" OAK 1682 - 17" OAK 1801 - 13 OAK 1969 - 15" OAK 949 - 10 OAK 1300 - 12" OAK 1428 - 50" OAK 1555 - 36" OAK 1683 - 17" OAK 1802 - 10 OAK 1972 - 2-8" OAK 950 - 9 OAK 1301 - 14" OAK 1429 - 72" OAK 1556 - 9" OAK 1684 - 2-14" OAK 1803 - 19 OAK 1975 - 28, OAK 951 - 9;; OAK 1305 - 8" SWEET GUM 1430 - 80" OAK 1557 - 21 " OAK 1685 - 2-12" OAK 1804 - 15;; OAK 1976 - 2-27" OAK 952 - 9 OAK 1306 - 10" OAK 1432 - 12" OAK 1558 - 2-26" OAK 1686 - 12" OAK 1806 - 12 OAK 1979 - 20" OAK 953 - 20 OAK 1308 - 18" OAK 1433 - 3-12" OAK 1559 - 2-18" OAK 1687 - 10" OAK 1809 - 12 OAK 1980 - 36 OAK 954 - 23" OAK 1309 - 9" OAK 1434 - 22" OAK 1560 - 20" OAK 1688 - 15" OAK 1810 - 30" OAK 1981 - 22" OAK 955 - 15 OAK 1310 - 21 " OAK 1435 - 10" OAK 1561 - 8" OAK 1689 - 15" OAK 1811 - 26" OAK 1982 - 26" OAK 957 - 30 OAK 1312 - 25" OAK 1436 - 2-13" OAK 1562 - 20" OAK 1690 - 15" OAK 1812 - 12 OAK 1983 - 12 OAK 958 - 36" OAK 1313 - 14" OAK 1437 - 2-15" OAK 1563 - 24" OAK 1691 - 2-10" OAK 1813 - 15" OAK 1984 - 3-20" OAK 959 - 36" OAK 1314 - „ 12 OAK 1439 - » 12 OAK 1564 - 8 OAK 1692 - „ 15 OAK 1814 - 24" „ OAK 1985 - 40" OAK 960 - „ 30 OAK 1315 - 19" OAK 1440 - 19" OAK 1565 - 18" OAK 1695 - 12" OAK 1815 - 15 OAK 1987 - 21 " OAK 961 - 30;; OAK 1316 - 22" OAK 1441 - 19" OAK 1566 - 13" OAK 1696 - 14" OAK 1816 - 9" OAK 1988 - 18" OAK 962 - 30 OAK 1317 - 9" OAK 1443 - 20" OAK 1567 - 15" OAK 1697 - 11 " OAK 1817 - 2-14 OAK 1989 - 30" OAK 963 - 32;; OAK 1320 - 1 1 " OAK 1444 - 20" OAK 1568 - 16" OAK 1698 - 12" OAK 1818 - 12;; OAK 1990 - 34" OAK 964 - 32 OAK 1321 - 24" OAK 1445 - 11" OAK 1569 - 18" OAK 1699 - 9" OAK 1819 - 20 OAK 1991 - 34" OAK 965 - 14 OAK 1322 - 28" OAK 1448 - 8" OAK 1570 - 22" OAK 1700 - 2-10" OAK 1820 - 14 OAK 1998 - 24" OAK 966 - 15" OAK 1323 - „ 30 OAK 1449 - » 11 OAK 1571 - 23 OAK 1701 - „ 12 OAK 1821 - 16 OAK 2001 - „ 34 OAK 968 - „ 8 OAK 1324 - 24» OAK 1450 - 15 OAK 1572 - 19 OAK 1702 - 15 „ OAK 1822 - 12 OAK 2002 - „ 2-28 OAK 969 - 26„ OAK 1325 - 36” OAK 1451 - 19" OAK 1573 - 18" OAK 1703 - 2-12" OAK 1823 - 12 OAK 2003 - 10" OAK 970 - 18 OAK 1326 - 22" OAK 1452 - 14" OAK 1574 - 9" OAK 1704 - 14" OAK 1824 - 11 OAK 2004 - 15" OAK 972 - 20" OAK 1327 - 29" OAK 1453 - 6-12" OAK 1575 - 20" OAK 1705 - 14" OAK 1825 - 18" OAK 2005 - 30" OAK 973 - 18" OAK 1328 - 10" OAK 1455 - 8" OAK 1576 - 2-15" OAK 1706 - 20" OAK 1826 - 13" OAK 2006 - 30" OAK 974 - 15;; SWEET GUM 1329 - 19" OAK 1456 - 9" OAK 1577 - 14" OAK 1707 - 9" OAK 1827 - 24" OAK 2008 - 36" OAK 976 - 15 OAK 1330 - 24" OAK 1457 - 18" OAK 1578 - 20" OAK 1708 - 12" OAK 1828 - 2-12 OAK 2012 - 34" OAK 978 - 48" OAK 1331 - 12" OAK 1458 - 18" OAK 1579 - 16" OAK 1709 - 15" OAK 1829 - 20" OAK 2013 - 34" OAK 979 - 34" OAK 1332 - 15" OAK 1459 - 19" OAK 1580 - 1 1 " OAK 1710 - 14" OAK 1830 - 12" OAK 2014 - 24" OAK 980 - 12 OAK 1334 - 20" OAK 1460 - 14" OAK 1581 - 9" OAK 1711 - 1 1 " OAK 1831 - 2-20 OAK 2015 - 24" OAK 1 181 - 27" OAK 1335 - 22" OAK 1461 - 2-12" OAK 1582 - 2-18" OAK 1712 - 18" OAK 1832 - 18 " OAK 2016 - 26" OAK 1 182 - 33" OAK 1336 - 15" OAK 1462 - 10" OAK 1583 - 2-15" OAK 1713 - 15" OAK 1833 - 1 1 " OAK 2017 - 22" OAK 1 183 - 30" OAK 1337 - 13" OAK 1463 - 15" OAK 1584 - 17" OAK 1714 - 12" OAK 1834 - 1 1 OAK 2018 - 8" OAK 1 186 - 8" OAK 1338 - 26" OAK 1464 - 21 " OAK 1585 - 10" OAK 1715 - 10" OAK 1835 - 8" OAK 2026 - 39" OAK 1 187 - 36" OAK 1339 - 2-17" OAK 1466 - 14" OAK 1586 - 12" OAK 1716 - 10" OAK 1836 - 8" OAK 2027 - 40" OAK 2062 - 28 OAK 2068 - 42" OAK 2072 - 12" OAK 2086 - 20" OAK 2087 - 48 " OAK 2088 - 36 " OAK 2090 - 56" OAK 2096 - 40 OAK 2097 - 15 OAK 2099 - 10" OAK 2100 - 14" OAK 2102 - 42 OAK 2104 - 26"OAK 2105 - 22 " OAK 2112 - 10" OAK 2115 - 9 " OAK 2122 - 12" OAK 2123 - 38 " OAK 2125 - 9" OAK 2131 - 8" OAK 2132 - 12" OAK 2134 - 12" OAK 2135 - 8 " OAK 2136 - 18" OAK 2137 - 18" OAK 2138 - 10" OAK 2139 - 9" OAK 2140 - 36" OAK 2143 - 39 OAK 2145 - 15" OAK 2146 - 21" OAK 2147 - 8" OAK 2150 - 43" OAK 2155 - 40" OAK 2156 - 2-22" OAK 2157 - 20" OAK 2159 - 19" OAK 2160 - 28" OAK 2162 - 46" OAK 2163 - 20" OAK 2165 - 28 " OAK 2166 - 40" OAK 2167 - 12" OAK 2168 - 11 OAK 2169 - 12" OAK 2170 - 10" OAK 2171 - 15" OAK 2174 - 12 OAK 2410 - 36 OAK 2411 - 8" OAK 2412 - 11 OAK 2413 - 24" OAK 2414 - 10" OAK 2415 - 12" OAK 2416 - 2-9" OAK 2425 - 12" OAK 2426 - 10" OAK 2427 - 17" OAK 2428 - 25 " OAK 2430 - 2-10" OAK 2431 - 20" OAK 2432 - 2-8" OAK 2433 - 8" OAK 2434 - 24" OAK 2440 - 24" OAK 2445 - 11" OAK 2447 - 12" OAK 2448 - 12" OAK 2454 - 12" OAK 2455 - 11 " OAK 2456 - 18" OAK 2458 - 15" OAK 2460 - 12" OAK 2462 - 1 1 " OAK 2463 - 12" OAK 2465 - 10" OAK 2466 - 9" OAK 2467 - 15" OAK 2468 - 20" OAK 2469 - 13" OAK 2470 - 13" OAK 2472 - 15 OAK 2473 - 10" OAK 2474 - 2-11 " OAK 2475 - 13" OAK 2476 - 12" OAK 2477 - 17" OAK 2479 - 10" OAK 2480 - 18" OAK 2481 - 2-11 " OAK 2482 - 2-10" OAK 2483 - 11 " OAK 2486 - 10" OAK TREES TO BE SAVED Tree No DBH Species Location 214 48 Oak Pond / Lakefront 222 19 Oak Pond / Lakefront 223 54 Oak Pond / Lakefront 225 49 Oak Pond / Lakefront 825 18 Oak Bluford Ave buffer 826 17 Oak Bluford Ave buffer 827 (2) 20 Oak Bluford Ave buffer 920 28 Oak SR 50 buffer 922 19 Oak SR 50 buffer 929 20 Oak SR 50 buffer 940 27 Oak SR 50 buffer 1392 50 Oak Pond I Lakefront 1393 30 Oak Pond / Lakefront 1394 20 Oak Pond / Lakefront 1395 30 Oak Pond / Lakefront 1396 26 Oak Pond / Lakefront 1397 29 Oak Pond / Lakefront 1398 18 Oak Pond / Lakefront 1399 22 Oak Pond / Lakefront 1400 36 Oak Pond / Lakefront 1402 (2) 46 Oak Pond / Lakefront 1423 25 Oak Pond / Lakefront 1424 8 Oak Pond / Lakefront 1425 (2) 9 Oak Pond / Lakefront 1426 9 Oak Pond / Lakefront 1428 50 Oak Pond / Lakefront 1429 72 Oak Pond J Lakefront 1430 80 Oak Pond / Lakefront 1432 12 Oak Pond / Lakefront 1435 10 Oak Pond / Lakefront 1436 (2) 13 Oak Pond / Lakefront 1437 (2) 15 Oak Pond / Lakefront 1439 12 Oak Pond / Lakefront 1531 21 Oak Pond / Lakefront 1532 18 Oak Pond / Lakefront 1533 8 Oak Pond / Lakefront 1534 14 Oak Pond / Lakefront 1535 9 Oak Pond / Lakefront 1536 11 Oak Pond / Lakefront 1538 11 Oak Pond / Lakefront 1539 18 Oak Pond / Lakefront 1592 (2) 19 Oak Pond / Lakefront 1593 19 Oak Pond / Lakefront 1594 24 Oak Pond / Lakefront 1595 20 Oak Pond / Lakefront 1596 19 Oak Pond / Lakefront 1597 24 Oak Pond / Lakefront 1598 22 Oak Pond / Lakefront 1599 12 Oak Pond / Lakefront 1600 11 Oak Pond / Lakefront 1601 14 Oak Pond / Lakefront 1602 20 Oak Pond / Lakefront 1603 12 Oak Pond / Lakefront 1609 20 Oak Pond / Lakefront 1610 10 Oak Pond / Lakefront 1611 22 Oak Pond / Lakefront 1612 25 Oak Pond / Lakefront 1613 15 Oak Pond / Lakefront 1614 (4) 13 Oak Pond / Lakefront 1616 10 Oak Pond / Lakefront 1617 15 Oak Pond / Lakefront 1618 8 Oak Pond / Lakefront 1619 9 Oak Pond / Lakefront 1620 12 Oak Pond / Lakefront 1626 10 Oak Pond / Lakefront 1627 15 Oak Pond / Lakefront 1628 8 Oak Pond / Lakefront 1629 8 Oak Pond / Lakefront 1630 9 Oak Pond / Lakefront 1631 9 Oak Pond / Lakefront 1638 8 Oak Pond / Lakefront 1640 9 Oak Pond / Lakefront 1642 22 Oak Pond / Lakefront 1689 15 Oak Bluford Ave buffer 1738 36 Oak Bluford Ave buffer 1740 22 Oak Bluford Ave buffer 1749 14 Oak Bluford Ave buffer 1750 10 Oak Bluford Ave buffer 1751 10 Oak Bluford Ave buffer 1752 18 Oak Bluford Ave buffer 1753 11 Oak Bluford Ave buffer 1754 12 Oak Bluford Ave buffer 1755 18 Oak Bluford Ave buffer 1820 14 Oak Bluford Ave buffer 1821 16 Oak Bluford Ave buffer Total trees to be saved = 85 trees U � c o � U a) o a� Q� Qo E � a� ro � �o U CU� U O 0 ._ o m U- Z3 a� 0 70 co rnrn U 0 o „` W T ro a n J (n 7 d) -0 ro o a. U J C m r T T C) ,- o O N 06 q N O O CV 0 0 �O z o o (D o N w cn d E E E E w 0 U U 0 O n T T T T Q W N O N M N Q 0 0 o m ItT c') N '— W U � t0 �O L - V3 D- CL O N •> c: o UL c: :3 m U) c N � O � = O • co6 _ �- E 4) p O PROJECT NO. 1015 SCALE nts DATE Jan 2011 SHEET AP -3 PublicI 10' Setback Right of Way I I I I 12 2 I ginn hanrnl 1 Fcf Marquee Project Sign T scale: nts Public_ Proj1ect_ Right of Way 3'-f W OJYJ I rai lul Obi ®Sign Panel 3sf Directional Signage Type B scale: nts Project ID panel 12 sf r1 R A -- Project ID Sign Type C scale: nts Public ________-10'Setback -----4 Right of Way Sign Panel 36sf *See General Note 3 Garden wall 3'+/- garden wall Planter wall a 15' Utility Easement i� I —__Public \1 ------ 10'Setback----- \L_ Right of Way I\ I\ I I I I I I I I I I I I 10' Sign Panel 36sf 10' Phase II Sign Panel .I_JL--- 1. If phase III (lot 6) is later subdivided into multiple lots, then each lot fronting on Maine Street or Bluford Ave shall be allowed one freestanding ground sign consistent with Phase I signage. 2. Phase III will be granted one (1) marquee project sign on Bluford Ave. 3. Freestanding sign for convenience stores with gasoline sales may be 50 square feet. 4. All signage within this development will comply with the elevations and information shown on this plan. Final hardscape plans for signage will be submitted with the Phase I Final Subdivision Plans. These hardscape plans will identify height, length finishes and colors to be utilized for all free standing signs within the development. All signage identified on this plan and the Phase I Final Subdivision Plans must comply with the information shown on these plans. Phase II Sign Panel Phase Line a SR 50 Proposed Master Sign Plan scale: 1"=100' Freestanding Ground Sign Type D Bluford Ave scale: nts 6' 3'+/- garden wall Lake Bennett a, 0 rn U v o o� (o E � m� c � U �v UCC O:) Q) 0 O 0C CO �O (3) T Q- 3 cn (n c _ J a-+ 7 c� ro o a U 7C) J0 E E I E E m r r r LOr r r O r r N O N � 'a' N N N O O E o a) p Z O 0 p t6 O U fn E ami aa) c 0 o E E w U U U 0 IL o U a`) (D L ivCL CL r IL r r r r r r r r r O W N N O N Cr7 o Q M r -CO In N CD o M LO ',T CO N V W 'o CO L CL n O (D U) U j ai U)(0: CUdo Q U O PROJECT NO. 1015 SCALE 1 "=100' DATE Jan 2011 SHEET SP -1 Az, TA/A csM LAND TITLE SURVEY OESCR/P7NJN PARCEL 1A.- COMMENCE A: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN NORTH A DISTANCE OF 514.99 FEET, • THENCE RUN EAST A DISTANCE OF 1322.51 FEET,• THENCE RUN SOUTH A DISTANCE OF 513.48 FEET TO THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE RUN WEST A DISTANCE OF 1321.54 FEET TO THE POINT OF BEGINNING; LESS ROAD RIGHT OF WAY FOR STATE ROAD NO. 50. PARCEL 2A - COMMENCING -COMMENCING AT A POINT 7.78 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN NORTH A DISTANCE OF 4.18 CHAINS; THENCE RUN EAST A DISTANCE OF 20 CHAINS, THENCE RUN SOUTH A DISTANCE OF 4.18 CHAINS; THENCE RUN WEST A DISTANCE OF 20 CHAINS TO THE POINT OF BEGINNING. PARCEL 3A: ALL OF THE PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, SITUATED AND LYING BETWEEN THE FOLLOWING DESCRIBED PARCELS IN ORANGE COUNTY, FLORIDA: (a) THE NORTH PARCEL BEING 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 THE SOUTH 1.96 CHAINS. (b) THE SOUTH PARCEL BEGINNING 7.78 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST,• RUN THENCE NORTH 4.18 CHAINS, THENCE EAST 20 CHAINS, THENCE SOUTH 4.18 CHAINS; THENCE WEST 20 CHAINS TO THE POINT OF BEGINNING. PARCEL 1: WITH A BEARING OF WEST ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEGIN AT A POINT SITUATED 478.8 FEET NORTH AND 6 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE RUN PARALLEL TO SAID SECTION LINE WEST 362.4 FEET TO THE EAST RIGHT OF WAY LINE OF STATE ROAD; THENCE RUN SOUTH 39'47'10" EAST ALONG SAID RIGHT OF WAY LINE 527.36 FEET; THENCE RUN SOUTH 89'56'10" EAST, 29.05 FEET TO A POINT 73.49 FEET NORTH AND 4.5 FEET WEST OF THE SAID SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, • THENCE RUN NORTH 00'10'50" WEST 405.31 FEET TO THE POINT OF BEGINNING. PARCEL 2. WITH A BEARING OF WEST ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEGIN AT A POINT SITUATED 478.8 FEET NORTH AND 6 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN PARALLEL TO SAID SECTION LINE WEST 362.4 FEET TO THE EAST RIGHT OF WAY LINE OF STATE ROAD; THENCE RUN NORTH 39'47'10" WEST ALONG SAID RIGHT OF WAY LINE 210.3 FEET, • THENCE RUN ALONG THE ARC OF CURVE TO THE RIGHT WITH A RADIUS OF 5304 FEET, A DISTANCE OF 25.46 FEET, THENCE RUN EAST PARALLEL WITH SAID SECTION LINE 513.11 FEET, THENCE SOUTH 00-10'50" EAST 181.2 FEET TO THE POINT OF BEGINNING. PARCEL 3. BEGINNING AT A POINT 10 CHAINS EAST OF A POINT 20.99 CHAINS NORTH OF THE SOUTHWEST CORNER OF SECTION 20 TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND RUN EAST 10 CHAINS; SOUTH 10.43 CHAINS; WEST 10 CHAINS, NORTH 10.68 CHAINS TO THE POINT OF BEGINNING, LESS THE RIGHT OF WAY FOR A.C.L. RAILROAD AND RIGHT OF WAY FOR STATE ROAD. LESS AND EXCEPT THEREFROM THAT PART THEREOF LYING NORTH OF THE NORTH LINE OF THE SOUTH 1.96 CHAINS OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. PARCEL 4: TOGETHER WITH THE WEST ONE—HALF OF RICHMOND AVENUE VACATED BY RESOLUTION RECORDED FEBRUARY 23, 1999 IN OFFICIAL RECORDS BOOK 5689, PAGE 830, LYING EASTERLY AND CONTIGUOUS TO SUBJECT PROPERTY, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. GAP PARCEL: THAT PORTION OF THE EAST HALF OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 LYING EASTERLY OF BLUFORD AVENUE LESS ANY PORTION LYING IN THE FOLLOWING DESCRIBED PARCELS: WITH A BEARING OF WEST ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEGIN AT A POINT SITUATED 478.8 FEET NORTH AND 6 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN PARALLEL TO SAID SECTION LINE WEST 362.4 FEET TO THE EAST RIGHT OF WAY LINE OF STATE ROAD; THENCE RUN SOUTH 39'47'10" EAST ALONG SAID RIGHT OF WAY LINE 527.36 FEET; THENCE RUN SOUTH 89'56'10" EAST, 29.05 FEET TO A POINT 73.49 FEET NORTH AND 4.5 FEET WEST OF THE SAID SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST,• THENCE RUN NORTH 00'10'50" WEST 405.31 FEET TO THE POINT OF BEGINNING. AND. WITH A BEARING OF WEST ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEGIN AT A POINT SITUATED 478.8 FEET NORTH AND 6 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN PARALLEL TO SAID SECTION LINE WEST 362.4 FEET TO THE EAST RIGHT OF WAY LINE OF STATE ROAD; THENCE RUN NORTH 39'47'10" WEST ALONG SAID RIGHT OF WAY LINE 210.3 FEET; THENCE RUN ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 5304 FEET, A DISTANCE OF 25.46 FEET; THENCE RUN EAST PARALLEL WITH SAID SECTION LINE 513.11 FEET,• THENCE SOUTH 00'10'50" EAST 181.2 FEET TO THE POINT OF BEGINNING. AND BEGINNING AT A POINT 10 CHAINS EAST OF A POINT 20.99 CHAINS NORTH OF THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AND RUN EAST 10 CHAINS, SOUTH 10.43 CHAINS, WEST 10 CHAINS; NORTH 10.68 CHAINS TO THE POINT OF BEGINNING; LESS THE RIGHT OF WAY FOR A.C.L. RAILROAD AND RIGHT OF WAY FOR STATE ROAD. TOGETHER WITH THE WEST HALF OF VACATED RICHMOND AVENUE LYING TO THE EAST OF DESCRIBED PROPERTY, SAID PARCELS 1A, 2A, 3A, 1, 2, 3, 4, AND GAP PARCEL BEING MORE PARTICULARLY DESCRIBED AS "OVERALL PARCEL" AS FOLLOWS: OVERALL PARCEL: A PARCEL OF LAND BEING IN THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT A RAILROAD SPIKE IN CUT (NO I.D.) MARKING THE SOUTHWEST CORNER OF SAID SECTION 20, THENCE NORTH 89'44'53" EAST, 1306.37 FEET ALONG THE SOUTH LINE OF SAID SECTION 20; THENCE DEPARTING SAID SECTION LINE, RUN NORTH 00-15'07" WEST 73.66 FEET TO THE INTERSECTION OF THE EXISTING NORTHERLY RIGHT OF WAY LINE OF STATE ROAD 50 (COLONIAL DRIVE) (150.00 FOOT WIDE RIGHT OF WAY) WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF BLUFORD AVENUE (RIGHT OF WAY WIDTH VARIES) AND POINT OF BEGINNING, THENCE NORTH 40'03'24" WEST 716.68 FEET ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT (CONCAVE NORTHEASTERLY); THENCE (FROM A CHORD BEARING OF NORTH 38'4922" WEST) NORTHWESTERLY ALONG SAID RIGHT OF WAY LINE AND THE ARC OF SAID CURVE, HAVING A RADIUS OF 5735.72 FEET, FOR A DISTANCE OF 247.02 FEET, THROUGH A CENTRAL ANGLE OF 02'28'03" TO THE WESTERLY EXTENSION OF THE NORTH LINE OF THE SOUTH 1.96 CHAINS OF THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE SOUTH 89'56'50" EAST, ALONG SAID WESTERLY EXTENSION, 633.27 FEET TO THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SOUTHWEST 1/4 OF SECTION 20; THENCE CONTINUE SOUTH 89'56'50" EAST, ALONG THE NORTH LINE OF SAID SOUTH 1.96 CHAINS OF THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, 1330.12 FEET TO THE EAST LINE OF SAID SOUTHWEST 1/4 OF SECTION 20; THENCE SOUTH 00'32'52" EAST 734.66 FEET ALONG SAID EAST LINE OF SAID EXISTING NORTHERLY RIGHT OF WAY LINE OF STATE ROAD 50; THENCE SOUTH 89'4826" WEST 1354.35 FEET ALONG SAID RIGHT OF WAY LINE TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PART THEREOF CONVEYED TO THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FOR RIGHT OF WAY BY WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 9288, PAGE 4837, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CAMBRIA PARCEL - FROM THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG THE SOUTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF 290.79 FEET TO THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH 54'32'54" EAST 36.39 FEET; THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE BEING CONCAVE TO THE SOUTH, HAVING A RADIUS 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS 640.78, A CENTRAL ANGLE OF 04'01'45", AN ARC DISTANCE OF 45.06 FEET,• THENCE SOUTH 00' 12'59" WEST, A DISTANCE OF 408.92 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET, • THENCE FROM A TANGENT BEARING OF NORTH 36' 18'43" WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT OF WAY LINE 96.73 FEET THROUGH A CENTRAL ANGLE OF 00'57'58" TO THE POINT OF TANGENCY, • THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE 353.96 FEET TO THE POINT OF BEGINNING. COLBURN PARCEL: FROM THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG THE SOUTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF 290.79 FEET TO THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE 190.92 FEET, THENCE NORTH 54'32'54" EAST, 36.39 FEET, • THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE, • THENCE EASTERLY ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 640.78 FEET, A CENTRAL ANGLE OF 04'01'45", AN ARC DISTANCE OF 45.06 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE EASTERLY ALONG SAID CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 640.78 FEET, A CENTRAL ANGLE OF 11'08"39", AN ARC DISTANCE OF 124.63 FEET,• THENCE SOUTH 88'47'11" EAST 541.27 FEET, • THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, A DISTANCE OF 434.56 FEET; THENCE NORTH 89'13'59" WEST ALONG THE NORTH LINE OF THE SOUTH 1.96 CHAINS OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, A DISTANCE OF 632.63 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET,• THENCE FROM A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT OF WAY LINE 53.98 FEET THROUGH A CENTRAL ANGLE OF 00'3221"; THENCE NORTH 00-12'59" EAST, 408.92 FEET TO THE POINT OF BEGINNING. SAID CAMBRIA AND COLBURN PORTION ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: CAMBRIA COLBURN PARCEL: FROM THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00-14'15" EAST ALONG THE WEST LINE OF SAID SECTION 20, A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG THE SOUTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF 290.79 FEET TO THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH 54'3254" EAST, 36.39 FEET; THENCE EASTERLY ALONG THE ARC OFA TANGENT CURVE, BEING CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS 640.78 FEET, A CENTRAL ANGLE OF 15'10'24", AN ARC DISTANCE OF 169.69 FEET,• THENCE SOUTH 88'47'11" EAST, 541.27 FEET,• THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, A DISTANCE OF 434.56 FEET, THENCE NORTH 89'13'59" WEST ALONG THE NORTH LINE OF THE SOUTH 1.96 CHAINS OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, A DISTANCE OF 632.63 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS 5735.72 FEET,• THENCE FROM A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT OF WAY LINE 150.71 FEET THROUGH A CENTRAL ANGLE 01 '30'20" TO THE POINT OF TANGENCY,• THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE 353.96 FEET TO THE POINT OF BEGINNING. CONTAINS 1,571,722 SQUARE FEET OR 36.082 ACRES MORE OR LESS. THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO fa [ S SECTION 472.027 OF THE FLORIDA STATUTES. of OvIctn,do IrLc., LB 4475 2012 .E. Ro birison St. Orla,,ndo, Floridu 32803 PHONE FAX TAMES D. BRAY PSM 6507 (4 0 7) 894-6314 (4 0 7) 897-3777 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." PLOT DATE: Plotted. Jun 29, 2011 — 9:17am FILE NAME: S:\0R4NGE\20-22-28\Parce1s 020 & 068\20-22-28PARCEL20AND68.dwg SCHEDUBLE 11 — EASEMENTS AND EXCEPTIONS: 5. UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY, INC., RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE 2167, AS ASSIGNED TO THE CITY OF OCOEE BY ASSIGNMENT RECORDED IN OFFICIAL RECORDS BOOK 3947, PAGE 739. (AS TO PARCELS 3 AND 4) (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.) 6. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN SEWER SERVICE TERRITORIAL AGREEMENT, CONTRACT NO. S-87-8, RECORDED IN OFFICIAL RECORDS BOOK 3894, PAGE 1363, AS AMENDED BY AMENDMENTS RECORDED IN OFFICIAL RECORDS BOOK 4702, PAGE 2589, OFFICIAL RECORDS BOOK 4476, PAGE 1320, OFFICIAL RECORDS BOOK 5896, PAGE 3531 AND IN OFFICIAL RECORDS BOOK 6432, PAGE 2130. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDMONS SET FORTH — NOT PLOTTABLE) 7. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN WASTE WATER DEVELOPER'S AGREEMENT NO. OWW-87-10, RECORDED IN OFFICIAL RECORDS BOOK 3947, PAGE 1188, AS AMENDED BY AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 4476, PAGE 1320. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND COND/IIONS SET FORTH — NOT PLOTTABLE) 8. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN, WATER SERVICE TERRITORIAL AGREEMENT, CONTRACT NO. W-88-06 RECORDED IN OFFICIAL RECORDS BOOK 4034, PAGE 291, RE—RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 367, AS AMENDED BY AMENDMENTS RECORDED IN OFFICIAL RECORDS BOOK 4702, PAGE 2576 AND OFFICIAL RECORDS BOOK 4702, PAGE 2576 AND OFFICIAL RECORDS BOOK 6432, PAGE 2116. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE) 9. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN CONSTRUCTION AGREEMENT BY RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 336. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE) 10. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EASEMENT AGREEMENT BY AND BETWEEN, WILLIAM E COLBURN AND LIESER M. COLBURN, HIS WIFE AND THE CITY OF OCOEE, RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2317 (AS TO PARCELS 1, 2, 3 AND GAP PARCEL) (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.) 11. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 5623, PAGE 2313. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE) 12. EASEMENT AS RESERVED IN THAT CERTAIN RESOLUTION NO. 99-08, BY AND IN FAVOR OF THE CITY OF OCOEE, RECORDED IN OFFICIAL RECORDS BOOK 5689, PAGE 830. (AS TO ALL PARCELS) (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.) 13. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN SPECIAL SEWER SERVICE AVAILABILITY AGREEMENT, CONTRACT NO. S-86-14, BY AND BETWEEN PRIMA VISTA UTILITY COMPANY, INC. AND WILLIAM F. COLBURN AND LIESER M. COLBURN RECORDED IN OFFICIAL RECORDS BOOK 3889, PAGE 330. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE) 14. EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3556, PAGE 1437 AND TEMPORARY UTILITY EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3556, PAGE 1434, BOTH IN FAVOR OF PRIMA VISTA UTILITY COMPANY, INC., AS ASSIGNED TO THE CITY OF OCOEE BY ASSIGNMENTS OF EASEMENTS RECORDED IN OFFICIAL RECORDS BOOK 3947, PAGE 739. (AS TO PARCELS 1A, 2A AND 3A) (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON, OFFICIAL RECORDS BOOK 3947, PAGE 739 IS SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE.) 15. DISTRIBUTION EASEMENT 1N FAVOR OF FLORIDA POWER CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 3756, PAGE 663. (AS TO PARCELS 1A, 2A AND 3A) (AFFEC7S SUBJECT PROPERTY AS SHOWN HEREON.) 16. PRIMA VISTA UTILITY COMPANY, INC./BML INVESTMENTS/JEROME FEINSTEIN SEWER SERVICE AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3854, PAGE 2564. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE) 17. CITY OF OCOEE WASTE WATER DEVELOPER'S AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3947, PAGE 1429, AS AMENDED BY AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 4476, PAGE 1320. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDMONS SET FORTH — NOT PLOTTABLE.) 18. CITY OF OCOEE DEVELOPMENT AGREEMENT CONTRACT NO. D88-14 RECORDED IN OFFICIAL RECORDS BOOK 4085, PAGE 105. (AS TO ALL PARCELS) (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOTTABLE.) 19. TEMPORARY UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY, INC. RECORDED IN OFFICIAL RECORDS BOOK 3576, PAGE 1180. (AS TO PARCEL 3A) (AFFECTS SUBJECT PROPERTY AS SHOWN HERE ON.) 20. UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY, INC. RECORDED IN OFFICIAL RECORDS BOOK 3576, PAGE 1183, (AS TO PARCEL 3A) (AFFECTS SUBJECT PROPERTY AS SHOWN HERE ON.) 21. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EASEMENT AGREEMENT BY AND BETWEEN CAMBRIA, A FLORIDA GENERAL PARTNERSHIP, AND THE CITY OF OCOEE RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2313. (AS TO CAMBRIA PORTION OF PARADISE PURCHASE ONLY) (AFFECTS SUBJECT PROPERTY AS SHOWN HERE ON.) 22. TERMS AND CONDITIONS OF REAFFIRMATION AND POST CLOSING AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7951, PAGE 3163. (SUBJECT TO THE TERMS AND CONDITIONS SET FaRTH — NOT PLOTTABLE) 23. TERMS AND CONDITIONS INCLUDING PROVISION FOR EASEMENTS AND ASSESSMENTS AS SET FORTH IN RECIPROCAL EASEMENT AGREEMENT WITH COVENANTS, CONDITIONS AND RESTRICTION RECORDED IN OFFICIAL RECORDS BOOK 7825, PAGE 3817. (AFFECTS SUBJECT PROPERTY AS BLANKET TYPE EASEINENTB FOR INGRESS, EGRESS, DRAINAGE AND U77LMES — NOT PLOTTABLE.) 24. UNRECORDED LEASE, DATED SEPTEMBER 14, 2004, BY AND BETWEEN WIN—OCOEE, LTD., A FLORIDA LIMITED PARTNERSHIP, LANDLORD AND OUTBACK STEAKHOUSE OF CENTRAL FLORIDA — 11, LTD. A FLORIDA LIMITED PARTNERSHIP, TENANT, AS DISCLOSED BY SUBORDINATION, NON—DISTURBANCE AND ATTORNMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7825, PAGE 3909. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH — NOT PLOT1ABLE) NOTES. 1. BEARING STRUCTURE IS BASED ON THE SOUTH LINE OF SECTION 20 BEING: N89'4453"E AS DESCRIBED. 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 AS LOCATED BY SUNSHINE UTILITIES LOCATING SERVICE TICKET NO. 117002265, 117002315, 117002363 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 SITE IS IN A FLOOD PRONE AREA, IT IS IN ZONE "AE", AN AREA OF MINIMAL FLOODING BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 12095CO220F, HAVING AN EFFECTIVE DATE 09/25/2009, CITY OF OCOEE, ORANGE COUNTY, FLORIDA. 5. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK #51529020 HAVING AN ELEVATION OF 117.980 FEET, (NAVD 88). 6. 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. 7. THIS SURVEY MADE WITH BENEFIT OF COMMITMENT FOR TITLE ORDER NO. 3082076 EFFECTIVE. MARCH 16, 2010, ISSUED BY CHICAGO TITLE INSURANCE COMPANY. 8. DIRT TRAILS NOT SHOWN. SURVEYOR'S CERTIFICATE TO: RAM DEVELOPMENT COMPANY, COLONIAL BLUFORD LLC, CHICAGO TITLE INSURANCE COMPANY, AND GUNSTER, YOAKLEY & STEWARD, P.A.. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6, 7(A), 7(B1), 7(C), 8, 9, 10 AND 11(A) OF TABLE A THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. DATE: SHEETS: 1. LEGAL DESCRPTION AND NOTES. 2. BOUNDARY SURVEY. 3. TREE SURVEY. 4. TOPOGRAPHIC SURVEY. 5. ADDITIONAL TREE AND LOCATION TO THE NORTH. SHEET VICINITY MAP N. T. S. Butterfly m n Sabinal St B Story Rd E Geneva 8 Q Ocoee N Cemetery I'D 71- (p m a MasU%�e 439 Q R7 Maine St Ocoee SO dalia St a �a R _ Mtnorv�le' � Col miai Dr W Colonial Dr __ 50 50 - 0/a O SI TE _ �'f�, . <. N Professional Pky Garden Rd 526 b Grove St m Jane St -- 439 iia s � 0 o . o Q � myn lvd b Be Ihav� "i17 rq 3 Crystal St d�4�6Q m Broadway St '4 LEGEND – AIR RELEASE VALVE – AUTO SPRINKLER Be – BOTTOM OF BANK BC – BACK OF CURB ►f- – BACK FLOW PREVENTER BLK – BLOCK m – BENCHMARK 0 – BOLLARD BPC – BURIED POWER CABLE CALC – CALCULATED C&M – CALCULATED & MEASURED – CENTRAL ANGLE CBW – CONCRETE BLOCK WALL CC – COVERED CONCRETE CF – CONCRETE FLUME CHW – CONCRETE HEAD WALL CLF – CHAIN LINK FENCE – CENTERLINE CM – CONCRETE MONUMENT CMP – CORRUGATED METAL PIPE oCo – CLEAN OUT CONC – CONCRETE COVD – COVERED CP – CONCRETE PAD CW – CONCRETE WALKWAY D&M – DEED/DESC & MEASURED DE – DRAINAGE EASEMENT DESC – DESCRIPTION – DOT INLET DP – DUMPSTER PAD DW – DRIVEWAY © – ELECTRIC METER to – ELECTRICAL BOX ESMT – EASEMENT E/P – EDGE OF PAVEMENT FIRM – FLOOD INSURANCE RATE MAP FFE – FINISHED FLOOR ELEVATION b -FH – FIRE HYDRANT 'Z'Y – FLOOD LIGHT FND – FOUND FOC – FIBER OPTIC CABLE 0F? – FLAG POLE –G– – GAS LINE QND – GAS METER – GUY WIRE ANCHOR – HANDICAP PARKING HDPE – HIGH DENSITY POLYETHYLENE INV – INVERT ELEVATION IP – IRON PIPE IR – IRON ROD L – ARC LENGTH LB – LICENSE BUILDER 3F – LIGHT POLE LS – LICENSE SURVEYOR LSA – LANDSCAPED AREA MEAS – MEASURED MF – METAL FENCE ML – METAL LID MS – METAL SHED – MITERED END SECTION Q – MONITORING WELL N&D – NAIL & DISK NGVD – NATIONAL GEODETIC VERTICAL DATUM NTS – NOT TO SCALE OHE – OVERHEAD ELECTRIC OL – ON LINE 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 POC – POINT OF COMMENCEMENT PRC – POINT OF REVERSE CURVATURE PS – PARKING SPACES PSM – PROFESSIONAL SURVEYOR AND MAPPER PT – POINT OF TANGENCY PVC –PLASTIC PIPE R – CURVE RADIUS RCP– REINFORCED CONCRETE PIPE R/W – RIGHT OF WAY O – SANITARY MANHOLE SAN – SANITARY LINE SDO – SHOWN FOR DIRECTION ONLY SN – SIGN SWF – STOCK WIRE FENCE 00.00 – SPOT ELEVATION –SD– – STORM/DRAIN LINE O – STORM MANHOLE –T– – UNDERGROUND TELEPHONE 01 – STORM INLET TB – TOP OF BANK TP – TRAFFIC POLE – TRAFFIC SIGN – TRANSFORMER/JUNCTION BOX ® – TELEPHONE RISER FS� – TRAFFIC SIGNAL BOX TSW – TRAFFIC SIGNAL WIRE ® – CABLE TV RISER TYP – TYPICAL UE – UTILITY EASEMENT OUP – UTILITY POLE –W— WATER LINE WF – WOOD FENCE WS – WOOD SHED ►� – WATER VALVE �– – WATER METER ® – EASEMENT NUMBER BOUNDARY SURVEY DATE: 5113110 per 5J -17.051(3)(b)3 Florido Administrotive Code DATE. REVISION BY: 612110 CLIENT COMMENTS SAH 10121110 ADDITIONAL LOCATION TO THE NORTH SAH BOUNDARY, TOPOGRAPHIC & TREE SURVEY SCALE. 1 " = 100' CF #20-22-28PARCEL20AND68 FIELD DATE. 05-13-10 PREPARED FOR:INTERPLAN, LLC LOCATION: 10711 W. COLONIAL DRIVE, OCOEE, FLORIDA 1 OF 5 SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST FILE NUMBER: 20-22-28 PARCELS 020 & 068 Q Mt F - 82 63 LARD RAIL KF - GUARD RAIL KF - 84 CL t J MIF - 85- StrID 104'E 30�7 - w - Be KF - W-' IO'Z4E 1�7'4a'4!1I i I S67'T7'28'E IMF - 86 4,2.66' MIF - B7 o \ KF - I eR�ck RO.9 O \ F \4' BARBED WIRE FENCE F F � _RETEATTION POND CSm MF_ 8,7 Nff3r3o"w 4036• F - 8 MI16 ,_- L!i= LMLF - 813 10,4• IMF - 612 LIFT STATION LAND TITLE SURVEY 0 3 O _ P POD OWNER: MCCORMICK ROAD LLC p a PARCEL ID: 20-22-28-0000-00-054 (PARCEL 3) MAI 60 H E" /P MAINE STR.E'ET OWNER: CITY OF OCOEE I° ' I E--------- �30' --- I------------� Gq GAP PARCEL - LESS (AND 2))1 9t BRICK ROAD P/ / R __ ___ _ i L�_IQ ASPHALT - - - JOO JO V I G LyLi. / y U \ \ - �=_ - - - - - - - - - - - - - - - - - - - - - - - (COLBURN PARCEL) SW CORNER, S. 112 I S. UNE S. 112 \ I __BAST .10 CHAINS DESC E/P NW 14, SW 1 4, SECTION 20 NW 114, SW 114 FND. 1/2" IR I PARCEL ID: 20-22-28-0000-00-018 / / I LS 4334 OWNER: CITY OF OCOEE O # FND. 1/2" IR O \ FND. 1/2" IR i LS #4334 o LS #4334 1 3 Ci ► C S89'27'02"E 540.42' MEAS SET1/2" I.R. C4S89'30'02"E 541.27' CALC LB #4475 POB 1 0- 1 11 1 JL 10UTILITY EASEMENT (CAMBRIA PARCEL) (CAMBRIA COLBURN PARCEL) FND. 1/2" IR 0* LS #4334 / CS S88 47 11 E-541,27-DESC o ORB 3673, PG 2167Q I 10' BUILDING SETBACK PARCEL 4 ORB 3576, PG 1183 p \ APPROXIMATE LOCATION O (CAMBRIA PARCEL) I OF VACATED RICHMOND AVENUE N ' I AND PUB 5689T I I T 8 EASEMENT ORB z ods. U U I I U O PARCEL ID: 20-22-28-0000-00-021 W �y U) V) Y z OWNER: MCCORMICK ROAD LLC uPCP _p Lu Lu IN CAMBRIA COLBURN PARCEL m�Q CO \O 02F NN IW ( WN Lo 't I() N I FLOOD LINE cd c i cn PARCEL 3 z 0 GAP PARCEL - LESS (AND 2 m ��� z SCALED PER FlRM o � Zz NORTH PARCEL � CAa \ I mm i� (COLBURN PARCEL) O N 2pNe AE PARCEL 3 - LESS AND EXCEPT 1o(0'M N. 112, SE 114, SW 114, SECTIOIIN 20 'c9 LA. � (n L 1 • / Z C) I U W 00 oa Q W Im � U I� N Q in N 0 �1� X1p �• i AS OF 5/13/10 I a� `o � EDGE OF WATER I W Q TEMPORARY CONSTRUCTION EASEMENT N. LINE, S. 1.9 6 CHAT NS � - ELEVATION = 114.9'f I aZ. UP ORB 3556, PG 1434(Z4 N. 112, SE 114, SW 114, SE -CTION 20 \ ORB 3576, PG 1 180 1 g WITNESS MONUMENT I w N. LINE SOUTH 1.96 CHAINS, N. 1/2, SW 1/4, SW 1/4,SECTI N 20 I.R. FND. 5/8" IR '--- z SET I LB #4475 S89!56E 1330.76' CALC LB #2648 0 FND. 1/2" IR I S89°56'50"E 633.27' DESC '80"OFFSET 542.67' W LB #68 UP S89°56'50"E 788.09' MEAS ,' - - - - p Q „ , - - ABANDONED S89°56'50"E 1330.12' DES _p�RCEI .3A G� N89° 13 59 W 632.•63 DESC LIFT sranoN _�'�; - - - - - - �O W'ERLY EXTENTSION N. LINE, S. 1.96 CHAINS 6'CLF ------------------- ------------ I N. 112, SE 114, SW 114, SECTION 20 �; EAST 20 CHAINS DESC ,E 20' BUILDING SETBACK O rd Lu UP LIFT STATION EASEMENT - L y�`H PARCEL 3 0 ORB 3556, PG 1437(&M ® MEASURED 100,//YEAR "� - Al ° KF - ;. 7 cn LESS R W \ �. 0 MIF - Al( Nt3'64�d2'E W �� �� �� �� C-0 ORB ' 3576, PG 1 183 20 FLOOD CONTOUR ,• o rte, z ( \ ��, Qc� EUVAT70N - 117.4- N4 4& ; µ 31'42'E v� - - - - - WEST 10 CHAINS DESC - - �Q - - - TEMPORARY CONSTRUCTION EASEMENT I KF - A14 3°07' Z s C GAP PARCEL �� o ORB 3556, PG 1434 14 SE 1/4 W �/4, SECTION 20 - - - - - - - - - - - _ I -- � o • '�� P° � S. LINE, N. 112, <L �rd� O - ------------��$0- �� --- o--Z---------------------�- ------ -- ----------------- --- PARCEL ID: 20-22-28-4238-00-001 ✓� °' EAST 513.11' ESC GPS, I =U / OWNER: HUD TWENTY-FIVE OCOEE LLC C9 e I o U W SOUTH PARC,/EL KF _ AtZ 4ao�E °0 KF A13 PARCEL 2 0 z �� PARCEL �%A „� _ Al N47'31'43'E --T I \ GAP PARCEL NW54WE _ FLOOD LINE / 3IL12' 1141"9 �•E ~ OVERAL�1 PARCEL z I-yF\\ a�'o; LESS (AND 1) N i I SCALED PER FIRM Nw'OE°Q�1' O O FND. 1 /2 IR PARCEL 1 I LS #6s \ sC,� o I 41°E✓i' IKF - A10 `v I I � PARCEL 1A I SIGN � CO, uP 2O , WNF - C) z Q \ GAP PARCEL I I DETAIL I \ I LESS HF �L - - - W ST CHAT o O U - - - - - - - - - - - \ \ -I GAP PARCEL SCALED: NTS I ® tiyT�\ \ - WEST -362 4' DESC - - - - L4 I I POB 'ZONE A�. '�� PAREAST 1322.51 ' DESC � OVERALLr CEL I (PARCEL 2A) � - n M \ 8 S09 482drW 551.37' cuc I �� POB I �`' c N - S89'48'53"W 400.46' MEAS !. 10' UTILITY EASEMENT I N •#80D NAIL \� .. 5 _ LESS R/W PER ORB 9288, PG 483 i 5 CW tiF \ gyp° �oPo (PARCEL 2PARCEL ) I ORB 3556, PG 1437 ORB 3673, PG 2167 N!F 1 W E��v ��Q ¢ W W l APPROXIMATE o ( ) L�1K�' FND. 80D NAIL \ �� GAP PARCEL ORB 3756, PG 663 15 N20'Of 04'E mIN ® NO # SAN ® SAN I WESTERLY \ �� (LESS) ORB 3576, PG 1 183 0 50'� V B.L/NN�'T SAN SANT I I R/W LINE �` \ply �'y� q��(LESS (AND 1))w I I � _ J��' ��li z o Z o ���. ' o ��s�v� I I �' N16'62'24'E O� POB -' I I I I w U '°;°a' vv m cn (OVERALL PARCEL) ( N i i�7t00, � Nc \ \ ``SCP=�c'`s i I UD u Lu II �V� PARCEL ID: 20-22-28-4238-00-030 \ KF -f A OWNER: HUD TWENTY-FIVE CO ( --E. LINE, SW 1/4. SW 1/4. SECTION 20 I `yy \ �G O E 0 EE LLC � s' CW s� S �o d' I I NO3'43$o`E ��/� � ----------- 6, !2 \ \� ---------� I - s PARCEL 1 A POB I `� �. PAY PHONE �sc�j�9° s'F� mss' I U i PARCEL ID: 20-22-28-0000-00-023 >, SIGN �, Q� 0 I z� DO IRF - , OWNERS: PIGNONE FRANCES S (PARCEL 1 A) I �� �� \ �� L0 I z i A3 = SHARP FRANK J 111 SHARP JOHN J TR \ POC I �9 o �� \ (I a = N10'33'3d' F z ,�Q1 SIMPSON RITA S I SW CORNER, SE 114 I s s� y1 \ O I I g � � _ � I EDGE OF WATER O SE CORNER LOT 3 SW 1 4 SECTION 20 FUEL TANK VENT \ O I 8 I- O WITNESS MONUMENT I AS of 5/13/10 LAKE BENNET CENTRE Q SET 1 /2" I.R. I Z I Z ELEVATION = 114sf LOTS 2, 3, 4 AND 5 REPEAT coNc o o O LB 4475 PB 42, PG 36 I (PARCEL 2A)/ I 6' CONC CURB I I Z oz o # Nts1 w z OFFSET 151.23' W FND. N&D (PARCEL 1) I �y \-4 to EDGE OF WATER NO # (PARCEL 2) I LESS R/W PER ORB 9288, PG 4831 _ Aj' AS OF 5/13/10 N89'18'10"E 1467.04' MEAS (GAP PARCEL - LESS) I FOC MARKER ��y� `o�yF �\ I Z S89'48'26"W 551.37' CALC-� ts41Yo w L6 1 7. 25' BUILDING SETBACK ELEvanoN = 114.sf N89'17'51"E 1466.02' CALC I Q 4 - I S89°48'53"W 400.46' MEAS X89' 8.90' CALC 5' CW - GL MARKER - - - - - - - - - \\ s7°3k - Q - SE CORNER, SE 1/4 E/P w w 9J� AW-- W S89°48 26"W 1354.35 DESC N. R/W LINE`-sw 1 4 SECTION 20 GUARD RAIL SDO SAN SAN I SB S00 SAN SAN SANj F OC w' w w w SAN SAN Aly i WHITE LINE /P /��53, I I gyp^• WHITE' LINE EAST 10 CHAINS DESC _ -�_ TYE_ST_COLO_NIAL_DRIVE YELLOW L'"E // ( --o- N� - -- LLOWLINE - ---------- -� ��IA�-----EP--- NB9°44'53'E 1306.3T DESC (R/OrVARIES) SEE DETAIL WHITE E/p - - - - - - S. LINE SECTION 20 -f oy /p / S 7 E/P WHITE LINE Z STOP S, - POC (BEARING BASIS) IIIIIIII- ' I "-I, GUARD RAIL I111�1 1y S SD r EDGE OF WATER SW CORNER, SW 114 SECTION 20-22-28 (PARCEL 3) (GAP PARCEL - LESS (AND 1)) (GAP PARCEL - LESS (AND 2)) (OVERALL PARCEL) (CAMBRIA PARCEL) (COLBURN PARCEL) (CAMBRIA COLBURN PARCEL) PLOT DATE: Plotted: Jun 29, 2011 - 9:17am FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PAKGtLZUANutiB.dwg GL MARKER5' CW ® -SDO JQ AS OF 5/13/10 SDO SO i UB P RETENTION AREA ELEVATION = 114.9'.L- RETENTION AREA FOC MARKER P�StGN RETAINING SO h� RETENTION AREA ~- WALL'CSIGN z 6" CONC CURB E/P 5' CW 6' CLF � o ASP HAL Sim �3I i STAINING WALLRI "G WALL I i ZW N O E/P _ WHITE LINE CONC MEDIAN � z � .��-�-- SD S SD S00 UP L6, Cw LEGEND - AIR RELEASE VALVE -Z - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB :fZ - BACK FLOW PREVENTER BLK -BLOCK Z - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED 0 - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE oC0 - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY © - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT '�' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE of? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS- MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED ® - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY (0- SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE -°- - TRAFFIC SIGN ❑T - TRANSFORMER/JUNCTION BOX TR - TELEPHONE RISER ®S - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE Tv - CABLE N RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W-- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED ►� - WATER VALVE -0-- WATER METER ® - EASEMENT NUMBER LINE CHART CHART LI S35°20'45"E 190.92' DESC L2 N54°32'54"E 36.39' DESC NO. ANGLE N53°50'03"E 36.39' CALC C1 N53°51 '21 "E 36.40' MEAS 199.03' L3 N00° 15'07"W 73.66' DESC L4 WEST 6.00' DESC C2 L5 S89°56'10"E 29.05' DESC L6 N00° 1 1'34"W 10.01' CALC L7 S89°48'26"W 18.84' CALC C3 169.20' S89°48'37"W 18.77' MEAS C4 L8 N65°07'06"W 24.65' CALC C5 S81 °55'10"E N65°08'10"W 24.62' MEAS C6 C7 S81 °55'50"E 169.13' MEAS C8 01 °30'20" 5735.72' C9 S36° 05'55" E 150.71' DESC C10 _ P POD OWNER: MCCORMICK ROAD LLC p a PARCEL ID: 20-22-28-0000-00-054 (PARCEL 3) MAI 60 H E" /P MAINE STR.E'ET OWNER: CITY OF OCOEE I° ' I E--------- �30' --- I------------� Gq GAP PARCEL - LESS (AND 2))1 9t BRICK ROAD P/ / R __ ___ _ i L�_IQ ASPHALT - - - JOO JO V I G LyLi. / y U \ \ - �=_ - - - - - - - - - - - - - - - - - - - - - - - (COLBURN PARCEL) SW CORNER, S. 112 I S. UNE S. 112 \ I __BAST .10 CHAINS DESC E/P NW 14, SW 1 4, SECTION 20 NW 114, SW 114 FND. 1/2" IR I PARCEL ID: 20-22-28-0000-00-018 / / I LS 4334 OWNER: CITY OF OCOEE O # FND. 1/2" IR O \ FND. 1/2" IR i LS #4334 o LS #4334 1 3 Ci ► C S89'27'02"E 540.42' MEAS SET1/2" I.R. C4S89'30'02"E 541.27' CALC LB #4475 POB 1 0- 1 11 1 JL 10UTILITY EASEMENT (CAMBRIA PARCEL) (CAMBRIA COLBURN PARCEL) FND. 1/2" IR 0* LS #4334 / CS S88 47 11 E-541,27-DESC o ORB 3673, PG 2167Q I 10' BUILDING SETBACK PARCEL 4 ORB 3576, PG 1183 p \ APPROXIMATE LOCATION O (CAMBRIA PARCEL) I OF VACATED RICHMOND AVENUE N ' I AND PUB 5689T I I T 8 EASEMENT ORB z ods. U U I I U O PARCEL ID: 20-22-28-0000-00-021 W �y U) V) Y z OWNER: MCCORMICK ROAD LLC uPCP _p Lu Lu IN CAMBRIA COLBURN PARCEL m�Q CO \O 02F NN IW ( WN Lo 't I() N I FLOOD LINE cd c i cn PARCEL 3 z 0 GAP PARCEL - LESS (AND 2 m ��� z SCALED PER FlRM o � Zz NORTH PARCEL � CAa \ I mm i� (COLBURN PARCEL) O N 2pNe AE PARCEL 3 - LESS AND EXCEPT 1o(0'M N. 112, SE 114, SW 114, SECTIOIIN 20 'c9 LA. � (n L 1 • / Z C) I U W 00 oa Q W Im � U I� N Q in N 0 �1� X1p �• i AS OF 5/13/10 I a� `o � EDGE OF WATER I W Q TEMPORARY CONSTRUCTION EASEMENT N. LINE, S. 1.9 6 CHAT NS � - ELEVATION = 114.9'f I aZ. UP ORB 3556, PG 1434(Z4 N. 112, SE 114, SW 114, SE -CTION 20 \ ORB 3576, PG 1 180 1 g WITNESS MONUMENT I w N. LINE SOUTH 1.96 CHAINS, N. 1/2, SW 1/4, SW 1/4,SECTI N 20 I.R. FND. 5/8" IR '--- z SET I LB #4475 S89!56E 1330.76' CALC LB #2648 0 FND. 1/2" IR I S89°56'50"E 633.27' DESC '80"OFFSET 542.67' W LB #68 UP S89°56'50"E 788.09' MEAS ,' - - - - p Q „ , - - ABANDONED S89°56'50"E 1330.12' DES _p�RCEI .3A G� N89° 13 59 W 632.•63 DESC LIFT sranoN _�'�; - - - - - - �O W'ERLY EXTENTSION N. LINE, S. 1.96 CHAINS 6'CLF ------------------- ------------ I N. 112, SE 114, SW 114, SECTION 20 �; EAST 20 CHAINS DESC ,E 20' BUILDING SETBACK O rd Lu UP LIFT STATION EASEMENT - L y�`H PARCEL 3 0 ORB 3556, PG 1437(&M ® MEASURED 100,//YEAR "� - Al ° KF - ;. 7 cn LESS R W \ �. 0 MIF - Al( Nt3'64�d2'E W �� �� �� �� C-0 ORB ' 3576, PG 1 183 20 FLOOD CONTOUR ,• o rte, z ( \ ��, Qc� EUVAT70N - 117.4- N4 4& ; µ 31'42'E v� - - - - - WEST 10 CHAINS DESC - - �Q - - - TEMPORARY CONSTRUCTION EASEMENT I KF - A14 3°07' Z s C GAP PARCEL �� o ORB 3556, PG 1434 14 SE 1/4 W �/4, SECTION 20 - - - - - - - - - - - _ I -- � o • '�� P° � S. LINE, N. 112, <L �rd� O - ------------��$0- �� --- o--Z---------------------�- ------ -- ----------------- --- PARCEL ID: 20-22-28-4238-00-001 ✓� °' EAST 513.11' ESC GPS, I =U / OWNER: HUD TWENTY-FIVE OCOEE LLC C9 e I o U W SOUTH PARC,/EL KF _ AtZ 4ao�E °0 KF A13 PARCEL 2 0 z �� PARCEL �%A „� _ Al N47'31'43'E --T I \ GAP PARCEL NW54WE _ FLOOD LINE / 3IL12' 1141"9 �•E ~ OVERAL�1 PARCEL z I-yF\\ a�'o; LESS (AND 1) N i I SCALED PER FIRM Nw'OE°Q�1' O O FND. 1 /2 IR PARCEL 1 I LS #6s \ sC,� o I 41°E✓i' IKF - A10 `v I I � PARCEL 1A I SIGN � CO, uP 2O , WNF - C) z Q \ GAP PARCEL I I DETAIL I \ I LESS HF �L - - - W ST CHAT o O U - - - - - - - - - - - \ \ -I GAP PARCEL SCALED: NTS I ® tiyT�\ \ - WEST -362 4' DESC - - - - L4 I I POB 'ZONE A�. '�� PAREAST 1322.51 ' DESC � OVERALLr CEL I (PARCEL 2A) � - n M \ 8 S09 482drW 551.37' cuc I �� POB I �`' c N - S89'48'53"W 400.46' MEAS !. 10' UTILITY EASEMENT I N •#80D NAIL \� .. 5 _ LESS R/W PER ORB 9288, PG 483 i 5 CW tiF \ gyp° �oPo (PARCEL 2PARCEL ) I ORB 3556, PG 1437 ORB 3673, PG 2167 N!F 1 W E��v ��Q ¢ W W l APPROXIMATE o ( ) L�1K�' FND. 80D NAIL \ �� GAP PARCEL ORB 3756, PG 663 15 N20'Of 04'E mIN ® NO # SAN ® SAN I WESTERLY \ �� (LESS) ORB 3576, PG 1 183 0 50'� V B.L/NN�'T SAN SANT I I R/W LINE �` \ply �'y� q��(LESS (AND 1))w I I � _ J��' ��li z o Z o ���. ' o ��s�v� I I �' N16'62'24'E O� POB -' I I I I w U '°;°a' vv m cn (OVERALL PARCEL) ( N i i�7t00, � Nc \ \ ``SCP=�c'`s i I UD u Lu II �V� PARCEL ID: 20-22-28-4238-00-030 \ KF -f A OWNER: HUD TWENTY-FIVE CO ( --E. LINE, SW 1/4. SW 1/4. SECTION 20 I `yy \ �G O E 0 EE LLC � s' CW s� S �o d' I I NO3'43$o`E ��/� � ----------- 6, !2 \ \� ---------� I - s PARCEL 1 A POB I `� �. PAY PHONE �sc�j�9° s'F� mss' I U i PARCEL ID: 20-22-28-0000-00-023 >, SIGN �, Q� 0 I z� DO IRF - , OWNERS: PIGNONE FRANCES S (PARCEL 1 A) I �� �� \ �� L0 I z i A3 = SHARP FRANK J 111 SHARP JOHN J TR \ POC I �9 o �� \ (I a = N10'33'3d' F z ,�Q1 SIMPSON RITA S I SW CORNER, SE 114 I s s� y1 \ O I I g � � _ � I EDGE OF WATER O SE CORNER LOT 3 SW 1 4 SECTION 20 FUEL TANK VENT \ O I 8 I- O WITNESS MONUMENT I AS of 5/13/10 LAKE BENNET CENTRE Q SET 1 /2" I.R. I Z I Z ELEVATION = 114sf LOTS 2, 3, 4 AND 5 REPEAT coNc o o O LB 4475 PB 42, PG 36 I (PARCEL 2A)/ I 6' CONC CURB I I Z oz o # Nts1 w z OFFSET 151.23' W FND. N&D (PARCEL 1) I �y \-4 to EDGE OF WATER NO # (PARCEL 2) I LESS R/W PER ORB 9288, PG 4831 _ Aj' AS OF 5/13/10 N89'18'10"E 1467.04' MEAS (GAP PARCEL - LESS) I FOC MARKER ��y� `o�yF �\ I Z S89'48'26"W 551.37' CALC-� ts41Yo w L6 1 7. 25' BUILDING SETBACK ELEvanoN = 114.sf N89'17'51"E 1466.02' CALC I Q 4 - I S89°48'53"W 400.46' MEAS X89' 8.90' CALC 5' CW - GL MARKER - - - - - - - - - \\ s7°3k - Q - SE CORNER, SE 1/4 E/P w w 9J� AW-- W S89°48 26"W 1354.35 DESC N. R/W LINE`-sw 1 4 SECTION 20 GUARD RAIL SDO SAN SAN I SB S00 SAN SAN SANj F OC w' w w w SAN SAN Aly i WHITE LINE /P /��53, I I gyp^• WHITE' LINE EAST 10 CHAINS DESC _ -�_ TYE_ST_COLO_NIAL_DRIVE YELLOW L'"E // ( --o- N� - -- LLOWLINE - ---------- -� ��IA�-----EP--- NB9°44'53'E 1306.3T DESC (R/OrVARIES) SEE DETAIL WHITE E/p - - - - - - S. LINE SECTION 20 -f oy /p / S 7 E/P WHITE LINE Z STOP S, - POC (BEARING BASIS) IIIIIIII- ' I "-I, GUARD RAIL I111�1 1y S SD r EDGE OF WATER SW CORNER, SW 114 SECTION 20-22-28 (PARCEL 3) (GAP PARCEL - LESS (AND 1)) (GAP PARCEL - LESS (AND 2)) (OVERALL PARCEL) (CAMBRIA PARCEL) (COLBURN PARCEL) (CAMBRIA COLBURN PARCEL) PLOT DATE: Plotted: Jun 29, 2011 - 9:17am FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PAKGtLZUANutiB.dwg GL MARKER5' CW ® -SDO JQ AS OF 5/13/10 SDO SO i UB P RETENTION AREA ELEVATION = 114.9'.L- RETENTION AREA FOC MARKER P�StGN RETAINING SO h� RETENTION AREA ~- WALL'CSIGN z 6" CONC CURB E/P 5' CW 6' CLF � o ASP HAL Sim �3I i STAINING WALLRI "G WALL I i ZW N O E/P _ WHITE LINE CONC MEDIAN � z � .��-�-- SD S SD S00 UP L6, Cw LEGEND - AIR RELEASE VALVE -Z - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB :fZ - BACK FLOW PREVENTER BLK -BLOCK Z - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED 0 - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE oC0 - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY © - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT '�' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE of? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS- MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED ® - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY (0- SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE -°- - TRAFFIC SIGN ❑T - TRANSFORMER/JUNCTION BOX TR - TELEPHONE RISER ®S - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE Tv - CABLE N RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W-- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED ►� - WATER VALVE -0-- WATER METER ® - EASEMENT NUMBER CURVE CHART CENTRAL ARC CHORD CHORD ANGLE RADIUS LENGTH BEARING DISTANCE 51 °49'59" 220.00' 199.03' N80°27'54"E 192.31' DESC 51°49'59" 220.00' 199.02' N79*45'03"E 192.3 1' CALC GRAPHIC SCALE N79°46'30"E 192.33' MEAS 15° 10'24" 640.78' 169.69' S81 ° 12'19"E 169.20' DESC 15° 10'24" 640.78' 169.69' S81 °55'10"E 169.20' CALC S81 °55'50"E 169.13' MEAS 01 °30'20" 5735.72' 150.71' S36° 05'55" E 150.71' DESC 0' 50"100 2 0 0 300 04°01 '45" 640.78' 45.06' S75°37'59"E 45.05' DESC 11'08'39" 640.78' 124.63' S83° 13'1 1 "E 124.44' DESC 00°32'21" 5735.72' 53.98' S36°34'55"E 53.97' DESC 1~ - 100' 00°57'58" 5735.72' 96.73' S35°49'44"E 96.74' DESC 02°28'03" 5735.72' 247.02' N38'4922"W 247.00' DESC 00° 16'30" 5304.00' 25.46' N39°38'55"W 25.46' DESC 03°58'23" 5735.72' 397.73' N38°04'13"W 397.65' CALC N38°02'35"W 397.71' MEAS _ P POD OWNER: MCCORMICK ROAD LLC p a PARCEL ID: 20-22-28-0000-00-054 (PARCEL 3) MAI 60 H E" /P MAINE STR.E'ET OWNER: CITY OF OCOEE I° ' I E--------- �30' --- I------------� Gq GAP PARCEL - LESS (AND 2))1 9t BRICK ROAD P/ / R __ ___ _ i L�_IQ ASPHALT - - - JOO JO V I G LyLi. / y U \ \ - �=_ - - - - - - - - - - - - - - - - - - - - - - - (COLBURN PARCEL) SW CORNER, S. 112 I S. UNE S. 112 \ I __BAST .10 CHAINS DESC E/P NW 14, SW 1 4, SECTION 20 NW 114, SW 114 FND. 1/2" IR I PARCEL ID: 20-22-28-0000-00-018 / / I LS 4334 OWNER: CITY OF OCOEE O # FND. 1/2" IR O \ FND. 1/2" IR i LS #4334 o LS #4334 1 3 Ci ► C S89'27'02"E 540.42' MEAS SET1/2" I.R. C4S89'30'02"E 541.27' CALC LB #4475 POB 1 0- 1 11 1 JL 10UTILITY EASEMENT (CAMBRIA PARCEL) (CAMBRIA COLBURN PARCEL) FND. 1/2" IR 0* LS #4334 / CS S88 47 11 E-541,27-DESC o ORB 3673, PG 2167Q I 10' BUILDING SETBACK PARCEL 4 ORB 3576, PG 1183 p \ APPROXIMATE LOCATION O (CAMBRIA PARCEL) I OF VACATED RICHMOND AVENUE N ' I AND PUB 5689T I I T 8 EASEMENT ORB z ods. U U I I U O PARCEL ID: 20-22-28-0000-00-021 W �y U) V) Y z OWNER: MCCORMICK ROAD LLC uPCP _p Lu Lu IN CAMBRIA COLBURN PARCEL m�Q CO \O 02F NN IW ( WN Lo 't I() N I FLOOD LINE cd c i cn PARCEL 3 z 0 GAP PARCEL - LESS (AND 2 m ��� z SCALED PER FlRM o � Zz NORTH PARCEL � CAa \ I mm i� (COLBURN PARCEL) O N 2pNe AE PARCEL 3 - LESS AND EXCEPT 1o(0'M N. 112, SE 114, SW 114, SECTIOIIN 20 'c9 LA. � (n L 1 • / Z C) I U W 00 oa Q W Im � U I� N Q in N 0 �1� X1p �• i AS OF 5/13/10 I a� `o � EDGE OF WATER I W Q TEMPORARY CONSTRUCTION EASEMENT N. LINE, S. 1.9 6 CHAT NS � - ELEVATION = 114.9'f I aZ. UP ORB 3556, PG 1434(Z4 N. 112, SE 114, SW 114, SE -CTION 20 \ ORB 3576, PG 1 180 1 g WITNESS MONUMENT I w N. LINE SOUTH 1.96 CHAINS, N. 1/2, SW 1/4, SW 1/4,SECTI N 20 I.R. FND. 5/8" IR '--- z SET I LB #4475 S89!56E 1330.76' CALC LB #2648 0 FND. 1/2" IR I S89°56'50"E 633.27' DESC '80"OFFSET 542.67' W LB #68 UP S89°56'50"E 788.09' MEAS ,' - - - - p Q „ , - - ABANDONED S89°56'50"E 1330.12' DES _p�RCEI .3A G� N89° 13 59 W 632.•63 DESC LIFT sranoN _�'�; - - - - - - �O W'ERLY EXTENTSION N. LINE, S. 1.96 CHAINS 6'CLF ------------------- ------------ I N. 112, SE 114, SW 114, SECTION 20 �; EAST 20 CHAINS DESC ,E 20' BUILDING SETBACK O rd Lu UP LIFT STATION EASEMENT - L y�`H PARCEL 3 0 ORB 3556, PG 1437(&M ® MEASURED 100,//YEAR "� - Al ° KF - ;. 7 cn LESS R W \ �. 0 MIF - Al( Nt3'64�d2'E W �� �� �� �� C-0 ORB ' 3576, PG 1 183 20 FLOOD CONTOUR ,• o rte, z ( \ ��, Qc� EUVAT70N - 117.4- N4 4& ; µ 31'42'E v� - - - - - WEST 10 CHAINS DESC - - �Q - - - TEMPORARY CONSTRUCTION EASEMENT I KF - A14 3°07' Z s C GAP PARCEL �� o ORB 3556, PG 1434 14 SE 1/4 W �/4, SECTION 20 - - - - - - - - - - - _ I -- � o • '�� P° � S. LINE, N. 112, <L �rd� O - ------------��$0- �� --- o--Z---------------------�- ------ -- ----------------- --- PARCEL ID: 20-22-28-4238-00-001 ✓� °' EAST 513.11' ESC GPS, I =U / OWNER: HUD TWENTY-FIVE OCOEE LLC C9 e I o U W SOUTH PARC,/EL KF _ AtZ 4ao�E °0 KF A13 PARCEL 2 0 z �� PARCEL �%A „� _ Al N47'31'43'E --T I \ GAP PARCEL NW54WE _ FLOOD LINE / 3IL12' 1141"9 �•E ~ OVERAL�1 PARCEL z I-yF\\ a�'o; LESS (AND 1) N i I SCALED PER FIRM Nw'OE°Q�1' O O FND. 1 /2 IR PARCEL 1 I LS #6s \ sC,� o I 41°E✓i' IKF - A10 `v I I � PARCEL 1A I SIGN � CO, uP 2O , WNF - C) z Q \ GAP PARCEL I I DETAIL I \ I LESS HF �L - - - W ST CHAT o O U - - - - - - - - - - - \ \ -I GAP PARCEL SCALED: NTS I ® tiyT�\ \ - WEST -362 4' DESC - - - - L4 I I POB 'ZONE A�. '�� PAREAST 1322.51 ' DESC � OVERALLr CEL I (PARCEL 2A) � - n M \ 8 S09 482drW 551.37' cuc I �� POB I �`' c N - S89'48'53"W 400.46' MEAS !. 10' UTILITY EASEMENT I N •#80D NAIL \� .. 5 _ LESS R/W PER ORB 9288, PG 483 i 5 CW tiF \ gyp° �oPo (PARCEL 2PARCEL ) I ORB 3556, PG 1437 ORB 3673, PG 2167 N!F 1 W E��v ��Q ¢ W W l APPROXIMATE o ( ) L�1K�' FND. 80D NAIL \ �� GAP PARCEL ORB 3756, PG 663 15 N20'Of 04'E mIN ® NO # SAN ® SAN I WESTERLY \ �� (LESS) ORB 3576, PG 1 183 0 50'� V B.L/NN�'T SAN SANT I I R/W LINE �` \ply �'y� q��(LESS (AND 1))w I I � _ J��' ��li z o Z o ���. ' o ��s�v� I I �' N16'62'24'E O� POB -' I I I I w U '°;°a' vv m cn (OVERALL PARCEL) ( N i i�7t00, � Nc \ \ ``SCP=�c'`s i I UD u Lu II �V� PARCEL ID: 20-22-28-4238-00-030 \ KF -f A OWNER: HUD TWENTY-FIVE CO ( --E. LINE, SW 1/4. SW 1/4. SECTION 20 I `yy \ �G O E 0 EE LLC � s' CW s� S �o d' I I NO3'43$o`E ��/� � ----------- 6, !2 \ \� ---------� I - s PARCEL 1 A POB I `� �. PAY PHONE �sc�j�9° s'F� mss' I U i PARCEL ID: 20-22-28-0000-00-023 >, SIGN �, Q� 0 I z� DO IRF - , OWNERS: PIGNONE FRANCES S (PARCEL 1 A) I �� �� \ �� L0 I z i A3 = SHARP FRANK J 111 SHARP JOHN J TR \ POC I �9 o �� \ (I a = N10'33'3d' F z ,�Q1 SIMPSON RITA S I SW CORNER, SE 114 I s s� y1 \ O I I g � � _ � I EDGE OF WATER O SE CORNER LOT 3 SW 1 4 SECTION 20 FUEL TANK VENT \ O I 8 I- O WITNESS MONUMENT I AS of 5/13/10 LAKE BENNET CENTRE Q SET 1 /2" I.R. I Z I Z ELEVATION = 114sf LOTS 2, 3, 4 AND 5 REPEAT coNc o o O LB 4475 PB 42, PG 36 I (PARCEL 2A)/ I 6' CONC CURB I I Z oz o # Nts1 w z OFFSET 151.23' W FND. N&D (PARCEL 1) I �y \-4 to EDGE OF WATER NO # (PARCEL 2) I LESS R/W PER ORB 9288, PG 4831 _ Aj' AS OF 5/13/10 N89'18'10"E 1467.04' MEAS (GAP PARCEL - LESS) I FOC MARKER ��y� `o�yF �\ I Z S89'48'26"W 551.37' CALC-� ts41Yo w L6 1 7. 25' BUILDING SETBACK ELEvanoN = 114.sf N89'17'51"E 1466.02' CALC I Q 4 - I S89°48'53"W 400.46' MEAS X89' 8.90' CALC 5' CW - GL MARKER - - - - - - - - - \\ s7°3k - Q - SE CORNER, SE 1/4 E/P w w 9J� AW-- W S89°48 26"W 1354.35 DESC N. R/W LINE`-sw 1 4 SECTION 20 GUARD RAIL SDO SAN SAN I SB S00 SAN SAN SANj F OC w' w w w SAN SAN Aly i WHITE LINE /P /��53, I I gyp^• WHITE' LINE EAST 10 CHAINS DESC _ -�_ TYE_ST_COLO_NIAL_DRIVE YELLOW L'"E // ( --o- N� - -- LLOWLINE - ---------- -� ��IA�-----EP--- NB9°44'53'E 1306.3T DESC (R/OrVARIES) SEE DETAIL WHITE E/p - - - - - - S. LINE SECTION 20 -f oy /p / S 7 E/P WHITE LINE Z STOP S, - POC (BEARING BASIS) IIIIIIII- ' I "-I, GUARD RAIL I111�1 1y S SD r EDGE OF WATER SW CORNER, SW 114 SECTION 20-22-28 (PARCEL 3) (GAP PARCEL - LESS (AND 1)) (GAP PARCEL - LESS (AND 2)) (OVERALL PARCEL) (CAMBRIA PARCEL) (COLBURN PARCEL) (CAMBRIA COLBURN PARCEL) PLOT DATE: Plotted: Jun 29, 2011 - 9:17am FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PAKGtLZUANutiB.dwg GL MARKER5' CW ® -SDO JQ AS OF 5/13/10 SDO SO i UB P RETENTION AREA ELEVATION = 114.9'.L- RETENTION AREA FOC MARKER P�StGN RETAINING SO h� RETENTION AREA ~- WALL'CSIGN z 6" CONC CURB E/P 5' CW 6' CLF � o ASP HAL Sim �3I i STAINING WALLRI "G WALL I i ZW N O E/P _ WHITE LINE CONC MEDIAN � z � .��-�-- SD S SD S00 UP L6, Cw LEGEND - AIR RELEASE VALVE -Z - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB :fZ - BACK FLOW PREVENTER BLK -BLOCK Z - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED 0 - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE oC0 - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY © - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT '�' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE of? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS- MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED ® - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY (0- SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE -°- - TRAFFIC SIGN ❑T - TRANSFORMER/JUNCTION BOX TR - TELEPHONE RISER ®S - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE Tv - CABLE N RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W-- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED ►� - WATER VALVE -0-- WATER METER ® - EASEMENT NUMBER WW 3379 a 3424 28 3442 � 3350 " 2464 42461 3381 339697 a 3401 34183 3427 ALTAIACSM LAND TITLE \ � 31'2 3345 n h 3382 o p� �• 3398 � 3420 3419 3419 W �2 3111 ® ® y�`p(�}�j 2485�_ f®l.`, 2486��t®'�-1, 22462 3384 3383 I 3402Lo 1 �fi"k ?.req 3425 +34t3�0O 9 3443 3441 ' 2483 t� W 2405 2459 0 2453 �W1f�� 7 a 3405 `t.t.� ��Cx, 3 3431 ! " 7 3403�rr� 34 7a�3421 3348 33404 7 ® 2481 2478 335 e 2460 2458 a x2452 2450^2449 �t.•a 3406 f�L2 a3432 v 3349 2484 2482 2479 0 �� �B °j 2 e 3410 n 03408 3422 0 r1�2112 0 3436 3435 � � �0 0 2480 2474 1t (?2467 Lts' 341 tic `Cjj v✓ a 2455 2448 a 3409 epvw-hd 2080 d 3438 20� 204 3465 3482 ,11 4 P 6 476 2429454 2456 2447 3423rd, 2473 �k^ 2469 2433 2457 2445 2130 a d 129 2111 a 21pgsa C o 0 2082 077 d 2047 3466 n 2040 432,�,2 `�•�' TREE CHART (CONTINUED) 2470° 2468 2434 ti tr (44 2446 2121 °+ n 0 2072 2051 a a 44, Lts' • n 2 a 2044 2428 2431 d 2946%24q443o, 0 2126 2124 212 2113 d a 2081 N 2073 2050 a 2048 d 203 1988 - 18" OAK 2065 - 10" CHINA BERRY 2132 - 12 OAK a 2x71 2439 u 2131 2132 �`y,�' �t 2116 a 2063 a 1989 - 30" OAK 2066 - 14" CHINA BERRY 2133 - 10" CHINA BERRY 2414 2410 2472 242 2 1 N �2133 2125 2123 d a 2043 2030 1990 - 34" OAK 2067 - 8" CHINA BERRY 2134 - 12" OAK 2171 �1a a ; '¢a ztto 1991 - 34" OAK 2068 - 42" OAK 2135 - 8" OAK GAO 24ts(re �1-� 4�s' 2i� - 2084 2071 2049 a 2032 1992 - 12" EAR 2070 - 12" CHERRY 2136 - 18" OAK 2412 %24,1 1 2170 `�i 3 . 2119 2114 1993 - 2-10" EAR 2071 - 12" CHINA BERRY 2137 - 18" OAK 241 o 2168 r�2,136 2138 N 2115 a 034 2418 2426 au 2167 4��2085 1994 - 10" EAR 2072 - 12" OAK 2138 - f0" OAK 242x25 243 a 2 4 2135 "GJ 2116 2102 2033 2035 1995 - 8" CHERRY 2073 - 2-9" CHINA BERRY 2139 - 9" OAK a � a 2137 2141 2104 � 1996 - 10" CHERRY 2074 - 9" CHINA BERRY 2140 - 36" OAK 2436 d j 12 3 I 2172 a s 2173 `u t' a q3 d 2036 z 1 410 2420 2437 2139 2705 LJ 2037 APPROXIMATE LOCATION 1998 - 24" OAK 2076 - 12" CHERRY 2141 - 8" CHERRY 1216 a 2142 2070 2068 2038 d 2001 - 34" OAK 2077 - 12" CHERRY 2142 - 14" CHERRY TREE CHART UP 2424 �Lc+tf� l X2140 e 103 f�2,087 e 2022 QOF VACATED RICHMOND AVENUE 2002 - 2-28" OAK 2078 - 9" CHINA BERRY 2143 _ 39" OAK 203 - 2-15" OAK 1211'4 2438 ( t 17 2166 Vii) 1%2150 � 202* �' AND PUBLIC UTILITY EASEMENT 2003 - 10" OAK 2079 - 9" CHINA BERRY 2144 3" CHINA BERRY 209 - 24" OAK a e1p2118 ,• ,�r���, LJ 2086 2023 2004 - 15" OAK 2080 - 14" CHERRY 2145 - 15" OAK 214 - 46" OAK 1210 `i3122o 1l3 2088 2os7 202 % Z ORB 5689, PG 830 � 2 2005 - 30" OAK 2081 - 9" CHINA BERRY 2146 - 21" OAK 215 - 20" OAK ju s' °' 21� 2164 • 21p0 Q 2006 - 30" OAK 2082 - 10" CHINA BERRY 2147 - 8" OAK 1219 v> 2007 - 9" CHERRY 2083 - 9" CHINA BERRY 2148 - 10" CHINA BERRY 216 - 9" OAK 22a a , �,, 24211222 a ua 2069 toss 2024 2008 - 36" OAK 2084 - 13" CHINA BERRY 2149 - 11" CHINA BERRY 217 - 9" CAMPHOR ma�y, 2175em • W 2149 w 2009 - 10" EAR 2085 - 8" CHINA BERRY 2150 - 43" OAK 218 - 42" OAK `mss 2422 1208 1225 Lutst'1�3 2163 145 2148`u� 2010 - 10" EAR 2086 - 20" OAK 2151 - 15" CHINA BERRY 219 - 46" OAK 220 - 36" OAK 2174 � 2096 2025 � a '� 2012 - 34" OAK 2087 - 48" OAK 2152 - 11" CHINA BERRY 221 - 20" OAK r� 2144 •�• ® 2013 - 34" OAK 2088 - 36" OAK 2153 - 11" CHINA BERRY 1 Y 3 2026 2014 - 24" OAK 2089 - 11" CHINA BERRY 2155 - 40" OAK 222 - 19" OAK 2146 2018 223 - 54" OAK s 22 2015 - 24" OAK 2090 - 56" OAK 2156 - 2-22' OAK 224 - 12" PALM �m ,rn1218 21st ae 2160 2090 2016 - 26" OAK 2091 - 9" CHINA BERRY 2157 - 20" OAK 225 - 49" OAK 1245 - 20" OAK `G3 2161 2017 2017 - 22" OAK 2092 - 2-8" CHINA BERRY 2158 - 9" CHINA BERRY ��� 2147 a 2065 2018 - 8" OAK 2093 - 11" CHINA BERRY 2159 - 19" OAK 823 - 12" PALM 1246 - 26" OAK q 2 12� a f 205 Q 2020 - 15" CHERRY 2094 - 15" CHINA BERRY 2160 - 28" OAK 824 - 18" OAK 1249 - 11 " CAMPHOR 2159 825 - 18" OAK 1250 - 10" CHERRY ,x,,1203 • 2016 1� 2021 - 2-8" EAR 2095 - 10" CHINA BERRY 2161 - 14" CHINA BERRY 826 - 17' OAK 1251 - 8" OAK ? a 1207 Ig+u"'j 2os7 2096 'd 2064 2022 - 8" CHINA BERRY 2096 - 40" OAK 2162 - 46" OAK k, 827 - 17" O OAK 1252 - 42" OAK > �� �y 2023 - 11" CHINA BERRY 2097 - 15" OAK 2163 - 20" OAK 828 - 18" OAK 1253 - 12" OAK ©��r 1204 1201 230 r 239 , 3os2 (;2062 2015 2024 - 11" CHERRY 2099 - 10" OAK 2164 - 18" CHERRY 829 - 18" OAK 1254 - 12" OAK 12001 C,tia�' d w 2014 2025 - 9" CHERRY 2100 - 14" OAK 2165 - 28" OAK 1 iiAs' pus' 2061 2026 - 39" OAK 2102 - 42" OAK 2166 - 40" OAK 830 - 26" OAK 1255 - 12" OAK 1238 158 2027 - 40" OAK 2103 - 12" CHINA BERRY 2167 - 12" OAK 1235 2157 2091 2031 - 12" CHINA BERRY 2104 - 26" OAK 2168 - 11" OAK 833 - 15" OAK 1257 - 10" OAK Ly 1166 1232 d 834 - 15" OAK 1258 - 12" OAK Ilse C�? ,4r�{ 2065 2027w 2032 - 8" CHINA BERRY 2105 - 22" OAK 2169 - 12" OAK 835 - 13 OAK 1259 - 12" OAK ( 123 ' w a a 2060 836 - 12" OAK 1260 - 9" OAK 1167 •ti3 2094 2033 - 2-9" CHINA BERRY 2106 - 9" CHINA BERRY 2170 - 10" OAK Its 1236 2034 - 8" CHINA BERRY 2107 - 9" CHERRY 2171 - 15" OAK 837 - 9" OAK 1261 - 10" OAK a n 1240 2156 10' UTILITY EASEMENT 2035 - 2-10" CHINA BERRY 2109 - 10" CHERRY 2172 - 12" CHINA BERRY 838 - 34" OAK 1262 - 10" OAK 1195 � 1233 � W Y1r�r �a 2151 2012 2of3 ORB 3673, PG 2t67Q5 2036 - 3-8" CHINA BERRY 2110 - 11" CHINA BERRY 2173 - 9" CHINA BERRY 839 - 8" OAK 1263 - 11" OAK f 4 1237 `Cjj [� �a'{' ORB 3576, PG 1183 2037 - 2-8" CHINA BERRY 2111 - 9" CHINA BERRY 2174 - 12" OAK 840 - 24" OAK 1264 - 2-13" OAK 1192 1190 v a us2152�2006 2038 - 11" CHINA BERRY 2112 - 10" OAK 2175 - 29" CHINA BERRY 842 - 26" OAK 1265 - 8" OAK C �;, W1189 � W1242 2153 ra�2007 `Ci3 2039 - 11" CHINA BERRY 2113 - 12" CHINA BERRY 2410 - 36" OAK 843 - 42" OAK 1266 - 11" OAK fy�3 v.� `u� 2006 • `tA 2040 - 9" CHINA BERRY 2114 - 2-9" CHINA BERRY 2411 - 8" OAK 844 - 11" OAK 1267 - 9" OAK 2004 2041 - 2-10" CHINA BERRY 2115 - 9" OAK 2412 - 11" OAK 845 - 13" OAK 1268 - 14" OAK 1191 1167 2042 - 2-8" CHINA BERRY 2116 - 10" CHINA BERRY 2413 - 24" OAK 846 - 14" OAK 1269 - 8" OAK 2003 2043 - 2-9" CHINA BERRY 2117 - 2-9" CHINA BERRY 2414 - 10" OAK 847 - 11" OAK 1270 - 9" OAK 1427 - 22" OAK I 1186 TEMPORARY CONSTRUCTION EASEMENT 2044 - 10" CHINA BERRY 2118 - 11" CHERRY 2415 - 12" OAK 848 - 17" OAK 1271 - 10" OAK 1428 - 50" OAK .2009 2002 ORB 3556, PG 1434 14 2046 - 10" CHINA BERRY 2119 - 15" CHINA BERRY 2416 - 2-9" OAK 849 - 8" OAK 1272 - 8" OAK 1429 - 72" OAK 1213 2010 850 - 11" OAK 1273 - 9" OAK 1430 - 80" OAK I 11855 1963e ORB 3576, PG 1180 19 2047 - 10" CHERRY 2121 - 12" CHINA BERRY 2417 - 9" CHERRY 851 - 11" OAK 1275 - 2T OAK 1431 - 10" EAR p 2001 2048 - 2-9" CHINA BERRY 2122 - 12" OAK 2418 - 8" CHERRY 852 - 12" OAK 1276 - 26" EAR 1432 - 12" OAK 1992 n 2049 - 11" CHINA BERRY 2123 - 36" OAK 2419 - 8" CHERRY 8 1183 12 12 1991 1998 ° UP 2050 - 10" CHINA BERRY 2124 - 2-9" CHINA BERRY 2420 - 8" CHERRY 853 - 8" OAK 1277 - 36" OAK 1433 - 3-12" OAK 12 1993 996 1982 ti N 856 - v,1 24" OAK 1279 - 32" OAK 1434 - 22" OAK a 2-10" OAK 2061 - }1994 �r� `"- 10A ,r}, `Ci 3 2424 - 2005 W a 857 - 10" OAK 1280 - 22" EAR 1435 - 10" OAK if84 LIFT STATION EASEMENT 2064 - 1995 ti 3 6" OAK 2426 - 10" OAK 858 - 859 - 863 - 16" OAK 20" OAK 2-19" OAK 1281 - 1282 - 1283 - 9" OAK 11" OAK 10" CHERRY 1436 - 1437 - 1438 - 2-13" OAK 2-15" OAK 10" CHERRY 1182 � 18731988 -1 B ' S ORB 3576, PG 1183 O 1872 1990 (;?J d� 1988 51_985 10" CHINA BERRY 1981 w Dj 2448 - 12" OAK 2449 - 13" PALM 1439 - 12" OAK 1C 10" CHERRY 2453 - 19899P w 12" OAK 2455 - CCJ 864 - 2-19" OAK 1284 - 11" CHINA BERRY 2458 - 15' OAK 1874 15" OAK 2460 - 12" OAK 2461 - 15' CHERRY 2462 - 0 866 - 867 - 40" OAK 30" OAK 38" 1285 - 1286 - 1288 9" OAK 10" OAK 8" OAK 1440 - 1441 - 1442 - 19" OAK1987rlyi 19" OAK 9" CHERRY I 1875 2467 - 15" OAK *1977 1975 ��}},, • 1980 1979 13" OAK 868 - OAK - 9" CHERRY 1443 20" OAK 2473 - 10" OAK 2474 - 2-11" OAK 1973 13" OAK 2476 - UP 869 - 870 - 908 - 38" OAK 9" EAR 24" OAK 11 1289 - 1290 - 1291 - 2-8" OAK 15" OAK 8" OAK - 1444 - 1445 - 20" OAK 11" OAK 1893 1892 ( c 1876 �87o `ti.3 T9 -72C '�' t97� w 1976 2483 - e W1959% N 2427 - 2051 - 2060 - 13 CHINA BERRY 9" CHINA BERRY 2125 - 2126 - 9 OAK 10" CHERRY 2421 - 2422 - 2-12 CHERRY 12" CHERRY 2-10" OAK 2061 - 2-11" CHINA BERRY 2129 - 6" CHERRY 2424 - 2-9" CHERRY 2434 - 2062 - 28" OAK 2130 - 8" CHERRY 2425 - 12" OAK LIFT STATION EASEMENT 2064 - 10" CHINA BERRY 2131 - 6" OAK 2426 - 10" OAK ORB 3556, PG 143714 2-13" CHINA BERRY 2442 - 14" CHERRY 2443 - 8" CHINA BERRY 2444 - ORB 3576, PG 1183 O 2445 - 11" OAK 2446 - 10" CHINA BERRY 2447 - 12" OAK 2427 - 17" OAK 2428 - 25" OAK 2429 - 8" CHERRY 2430 - 2-10" OAK 2431 - 20" OAK 2432 - 2-8" OAK 2433 - 8" OAK 2434 - 24" OAK 2435 - 8" CHINA BERRY 2436 - 9" CHINA BERRY 2437 - 8" CHINA BERRY 2438 - 15" CHERRY 2439 - 10" CHINA BERRY 2440 - 24" OAK 2441 - 2-13" CHINA BERRY 2442 - 14" CHERRY 2443 - 8" CHINA BERRY 2444 - 8" CHINA BERRY 2445 - 11" OAK 2446 - 10" CHINA BERRY 2447 - 12" OAK 2448 - 12" OAK 2449 - 5-12" CHINA BERRY 2450 - 10" CHINA BERRY 2452 - 10" CHERRY 2453 - 9" CHERRY 2454 - 12" OAK 2455 - 11" OAK 2456 - 16" OAK 2457 - 11" CHINA BERRY 2458 - 15' OAK 2459 - 15" OAK 2460 - 12" OAK 2461 - 15' CHERRY 2462 - 11" OAK 2463 - 12" OAK 2464 - 11" CHERRY 2465 - 10" OAK 2466 - 9" OAK 2467 - 15" OAK 2468 - 20" OAK 2469 - 13" OAK 2470 - 13" OAK 2471 - 9" CHERRY 2472 - 15' OAK 2473 - 10" OAK 2474 - 2-11" OAK 2475 - 13" OAK 2476 - 12" OAK 2477 - 17" OAK 2478 - 9" CHERRY 2479 - 10" OAK 2480 - 18" OAK 2481 - 2-11" OAK 2482 - 2-10" OAK 2483 - 11" OAK 2484 - 19" OAK 2485 - 24" OAK 2486 - 10" OAK lid GRAPHIC SCALE 0' 30"60" 120 ' 180 1" = 60' 909 - 20 OAK 1292 - 8 OAK 1446 - 10 CHERRY 894 1891 1671 1675 1553 1610 910 - 36" OAK 1293 - 8" OAK 1447 - 8" CHERRY a - f 70 1673 1560 1558 1557 1549 1548 t��f�, 1544 1609 1612 911 - 2-8" EAR 1294 - 2-9" OAK 1448 - 8" OAK �y (i 186 1961 --1666 1 C __y�� -X1559-- - (- -° - 1555j- - 912 - 14" EAR 1295 - 8" OAK 1449 - 11" OAK 1580 - 11" OAK 1860 1877 te78 16601 1672 w 16741'' 1561 1562 C 1 1550 t 1614 1889 197�0 ,� 1665 1667 1669 1556 1611 1613 913 - 10" CAMPHOR 1296 - 18" CAMPHOR 1450 - 15" OAK 1581 - 9" OAK f8 !l 1962 ® 662 1619 1618 915 - 14" EAR 1297 - 9" OAK 01 1451 - 19" OAK 1582 - 2-18" OAK %1866 1969 1967 1948 1664 a d 16.59 1658 1563 1578 1579 1616 r-h�jj ( Cs�X�},{ f� (? `,c�'}S� �c1s�y,1 572 1592 1594 ��1l}1,t597 16h2r2�9ft��'{,4`��yGl)? 916 - 8" EAR 1298 - 8" OAK 1452 - 14" OAK 1583 - 2-15" OAK 1895rV4 1879 'W9� 1964 19 iTJ 1949v-^ U a a t t� LJ i 7 1656 15 (x) 1571 C ( 5� t5st W ( s ts24[.YS 1620 0 917 - 9" EAR 1299 - 11 " CHERRY 1453 - 6-12" OAK 1584 - 1 %' OAK cam• j w L 918 - 13" EAR 1300 - 12" OAK 1454 - 15" CHERRY 1585 - 10 OAK 1968 1953 fess 1660 1570 1593 1621 W 1617 919 - 15" EAR 1301 - 14" OAK 1455 - 8" OAK 1586 - 12" OAK 896 1x87 1952 Q 156e 1575 1577 1581 "aj �' 1588 1638 1640 920 - 26" OAK 1302 - 2-10" CAMPHOR 1456 - 9" OAK 1587 - 12" OAK 1897 1898 1865 d Z 164 imp 1653 1654 156 a 587 589 1598 921 - 37" OAK 1303 - 9" CHERRY 1457 - 18" OAK 1588 - 18" OAK (qJ , 1885 -1965 �^' G t " • °� 1565 1569 1574 jj ^1586 (11590 1595 "� m 1625• 1626 922 - 19" OAK 1305 - 8" SWEET GUM 1458 - 18" OAK 1589 - 13" OAK 1886 1864 1957 1954 N � 1646 1640648 652 1567 157 1576 1582 1585 923 - 30" OAK 1306 - 10" OAK 1459 - 19" OAK 1590 - 21 OAK Ij° ��i+�"7�11950 �d TEMPORARY CONSTRUCTION EASEMENT 1537 540 924 - 34" OAK 1307 - 24" CHINA BERRY 1460 - 14" OAK 1591 - 15" CHERR • � 186 1956 7955 �+' N ORB16556, PG 143��� 1519 t521 t5�r 1524 1525 ,�}� 1530 _'r 1 a^vJ%15M ��1 1627 925 - 12" OAK 1308 - 18" OAK 1461 - 2-12" OAK 1592 - 2-19" OAK 1899 1884 1883 eco, _ � C e C: �;.3 �(�� }j 1539 ] 1634`(] j 1628 �,,r-� ' 926 - 24" OAK 1309 - 9" OAK 1462 - 10" OAK 1593 - 19" OAK a�- j V. (e 1518 � • 1527 1528 1541 '630 927 - 20" OAK 1310 - 21" OAK 1463 - 15" OAK 1594 - 24" OAK oa- - 1 m 1514 1520 1526 928 - 12" PALM 1312 - 25" OAK 1464 - 21" OAK 1595 - 20" OAK 1901 ,�}� ^ 0 1515 1629 929 - 20" OAK 1313 - 14" OAK 1466 - 14" OAK 1596 - 19 OAK I `(1 .3 1881`'' R $ 1505 1504 1501 498 1495 1533MY 536 1599 ts3t 1511 1510 1497 1902 1882 1859 U-)" 1529 930 - 26" OAK 1314 - 12" OAK 1467 - 10" OAK 1597 - 24" OAK (� 18605 1500 1494 W 1534 ♦♦ �- 931 - 15" OAK 1315 - 19" OAK 1468 - 12" OAK 1598 - 22" OAK 1862 1762 1513 151 1506 150 499 1496 1493 602 932 932 - 11" OAK 1316 - 22" OAK 1469 - 9" OAK 1599 - 12 OAK I - - tse2 -- -,r}- - 933 - 18" OAK 1317 - 9" OAK 1470 - 28" OAK 1600 - 11" OAK 1881 Apt 14861491 1446 11� 1440 1535 X7600 ,2 934 - 20" OAK 1319 - 12" CAMPHOR 1471 - 9" OAK 1601 - 14" OAK ,176H 483 j�5 ,�?� f r� a t 1 � • 1601 CL�.1? (&3� +1431 935 - 25" OAK 1320 - 11 " OAK 1472 - 3-11 " OAK 1602 - 2d' OAK \ 1856 1482 C + 14860) 1487 1 W 1442 1441 936 - 29" OAK 1321 - 24" OAK 1473 12" OAK 1603 12" OAK 1833�r}, 835 1490 1492 1g X430 937 - 13" OAK 1322 - 28" OAK 1474 - 11" CHERRY 1608 - 20" OAK LL 4v-�� •;{ 1850�j �9 ,r�,8� ( w 17ss 1767 1766 t '° a 1444 a t 437 ,rte �[i.3 938 - 8" MAGNOLIA 1323 - 30" OAK 1475 - 42" OAK 1609 - 20" OAK I P "1 '�70 1787 (i�j ?31I 453/ fy 1448 "r .� �h 1435 � `W 939 - 27" OAK 1324 - 24" OAK 1476 - 8" OAK 1610 - 10" OAK 834 18434 1857 , 1855 a 1768Ci1 I f� fy, t456� 1455 1.52jjJ *111: ,.101, (•� ^�^ 14.47 `Li3 1438 1�sGG 1434 1433 940 - 27" OAK 1325 - 36" OAK 1477 - 15" OAK 1611 - 22" OAK 1832 183 1847 1852 CLe(w a t 786 �W 14,59 • l�!i� l CLi�.�J �1 �!�j L.� 941 - 9" OAK 1326 - 22" OAK 1478 - 12" OAK 1612 - 25" OAK I \ 1837 t� �°t 1457 1339 1417 1423 1425 1429 •� 942 - 12" OAK 1327 - 29" OAK 1479 - 15" CHERRY 1613 - i5" OAK ( \ 1831 ,,4 842 �f84s 1853 1781 1785 1784 Ind 146 1462 raj, ;R � t�• 1420 943 - 2-10" OAK 1328 - 10" OAK 1480 - 24" OAK 1614 - 4-13" OAK C, ? 1828 1826 19 1 176y ° �f L 1 944 - 20" OAK 1329 - 19" OAK 1481 - 11" CHINA BERRY 1616 - 10" OAK 4r- u1�,j827 1824 1844 a • ( ° 1467 1468 1415 fats f4v 945 - 20" OAK 1330 - 24" OAK 1482 - 12" OAK 1617 - 15" OAK` 3 A.' 1854 1782 1460 1463 ,(}� 1424 1426 946 - 17" OAK 1331 - 12" OAK 1483 - 26" OAK 1618 - 8" OAK ' \ 1 1825 1810 1780 1772 1422 1815 1472 f}1�471 X1469 f}1�334 1412 1411 947 - 8" OAK 1332 - 15" OAK 1484 - 14" OAK 1619 - 9" OAK m c� 1823 181,j, 1789 a 1783 rr}� (( 1473 /� 1 41!yS Ci ! r,}! St341 F7� 1428 Ci 1 948 - 26 OAK 1334 - 20" OAK 1485 - 8" OAK 1620 - 12" OAK \ �^ 8221 1809 1773�i3 `Ci3 ( L1J 1335CWj CLLL�fyyy7"`f `(j3 421 L1 1603 949 - 10" OAK 1335 - 22" OAK 1486 - 2-28" OAK 1621 - 13" OAK • 818 1812 1790 1474 1470 1342 1413 950 - 9" OAK 1336 - 15" OAK 1487 - 1T OAK 1622 - 12" OAK 1719 - 11" OAK p8 1807 ( 1410 IA07 1 1104 951 - 9" OAK 1337 - 13" OAK 1488 - 12" OAK 1623 - 9" OAK 1720 - 14" OAK // \ 1817 1314 1336 • 952 - 9" OAK 1338 - 26" OAK 1489 - 16" OAK 1624 - 11" OAK 1721 - 15" OAK /// 1816 e t7 4 UP 1312 (• taf4 1409 1103 q t4pp 953 - 20" OAK 1339 - 2-17" OAK 1490 - 2-13" OAK 1625 - 12" OAK 1722 - 2-15" OAK I \ n 1814 1796 � 1313 1315 402 ���111,,, n / n n 1813 1791 "' 1408 1406 �w1� 1386`. j" +j9� 954 - 23" OAK 1341 - 2-12" OAK 1491 - 13" OAK 1626 - 10" OAK 1723 - 9" OAK // _t7 rtl� 1785'x? 1+76 1329p W 955 - 15" OAK 1342 - 12" OAK 1492 - 9" OAK 1627 - 15" OAK 1725 - 20" OAK // ^ ^ 3 feo C> e,n3} - - - - - - - - - -t 1- - - - - 957 - 30" OAK 1344 - 18" OAK 1493 - 11" OAK 1628 - 8" OAK 1726 - 18" OAK >�17so 1792 1475 1180 1327 1332 1387 1389w 1397 958 - 36" OAK 1345 - 9" OAK 1494 - 17' OAK 1629 - 8" OAK 1727 - 22" OAK �yM1 1759 1805 1797 17944r��,i ° 1478 d 1481 1386 959 - 36 OAK 1346 - 10" OAK 1495 - 9" OAK 1630 - 9" OAK 1728 - 8" OAK b`� te04 1798 `"'��}}�� ( 1391 EB n1747 1800 `tj,31793 147,r�n,� d 1388 960 - 30" OAK 1347 - 12" OAK 1496 - 15" OAK 1631 - 9" OAK 1729 - 12" OAK 749 ^ 1726 1799, 961 - 30" OAK 1348 - 16" OAK 1497 - 12" OAK 1632 - 2-18" EAR 1730 - 2-18" OAK „�17�5_ --272 147,19% t3t0ti3ti3'3os 1325 11390 962 - 30" OAK 1349 - 13" OAK 1498 - 9" OAK 1633 - 22" OAK 1731 - 3-11 " OAK t7 1776 1266 300 1326 S LLJJ �. R.1 1394(&3 963 - 32" OAK 1350 - 12" OAK 1499 - 13" OAK 1634 - 13" OAK 1732 - 18" OAK • • 346 964 - 32" OAK 1351 - 15" OAK 1500 - 15" OAK 1635 - 13" OAK 1733 - 15" OAK 1740 t 744 t 730 17231722'bo3 ro ^' 777 1297 1298 w 1347 1 �^' 1 1393 965 - 14" OAK 1353 - 10" OAK 1501 - 24" OAK 1636 - 10" OAK 1734 - 10" OAK 1810 - 30" OA 7 t73s 3 1729 • e I I i( , 1324 966 - 15" OAK 1354 - 30" OAK 1502 - 19" OAK 1638 - 8" OAK 1735 - 8" OAK 1811 - 26" OAK' 1721 • 1294 1285 1301 967 - 18" OAK 1355 - 18" OAK 1503 - 13" OAK 1640 - 9" OAK 1736 - 11" OAK 1812 - 12" OAK Q 17 71735 7734 /731 1720 I ,ry, ,t�'_ta13p3 1323 733 ,r}� 1709 1779 �, j� �+� 1322 1392 968 - 8" OAK 1356 - 19" OAK 1504 - 18" OAK 1642 - 22" OAK 1737 - 12" OAK 1813 - 15" OAK `Ci3 1710 17127781 "� 2ss 1349(ICJt3� 225 1732 1288 • 1290 969 - 26" OAK 1357 - 11" OAK 1505 - 10" OAK 1645 - 9" CHERRY 1738 - 36" OAK 1814 - 24" OAK 1741 � 715 1719 •�59 ,�s 1302 1306 970 - 18" OAK 1358 - 9" OAK 1506 - 20" OAK 1646 - 19" OAK 1739 - 15" PALM 1815 - 15" OAK I 293 [� • 1350 •1 1742 �,r-ys 1718 1289 1321 224 223 971 - 10" CAMPHOR 1359 - 9" OAK 1507 - 13" OAK 1647 - 26" OAK 1740 - 22" OAK 1816 - 9" OAK • 1708 `?511 1283 '1 972 - 20" OAK 1360 - 18" OAK 1508 _ 18" OAK 1648 _ 8" OAK 1741 _ 12" OAK 1817 _ 2-14" OAK \ 1743 n to �j 1707 17107t 4 t 7160 • , ( ?�� d 1282 305 `Ci 3 1351 220 973 - 18" OAK 1361 - 10" OAK 1510 15" OAK 1649 19" OAK 1742 18" OAK 1818 12" OAK F \ • e 7 I 12921281 974 - 15" SWEET GUM 1362 - 13" OAK 1511 - 2-18" OAK 1650 - 14 OAK 1743 - 20 OAK 1819 - 20 OAK 975 - 26" EAR 1363 - 19" OAK 1512 - 18" OAK 1651 - 18" OAK 1744 - 13" OAK 1820 - 14" OAK 976 - 15" OAK 1364 - 20" OAK 1513 - 26" OAK 1652 - 16" OAK 1745 - 2-17" OAK 1821 - 16" OAK 978 - 48" OAK 1365 - 22" OAK 1514 - 15" OAK 1653 - 9" OAK 1746 - 10" OAK 1822 - 12" OAK -04- 979 - 34" OAK 1366 - 9" OAK 1515 - 18" OAK 1654 - 22" OAK 1747 - 11" OAK 1823 - 12" OAK 980 - 12" OAK 1367 - 28" OAK 1516 - 2-15' OAK 1656 - 26" OAK 1748 - 9" OAK 1824 - 11" OAK 1180 - 12" CHERRY 1368 - 10" OAK 1517 - 28" OAK 1657 - 38" OAK 1749 - 14" OAK 1825 - 18" OAK 1181 - 27' OAK 1369 - 20" OAK 1518 - 27' OAK 1658 - 27' OAK 1750 - 10" OAK 1826 - 13" OAK 1182 - 33" OAK 1370 - 9" SWEET GUM 1519 - 14" OAK 1659 - 20" OAK 1751 - 10" OAK 1827 - 24" OAK 1183 - 30" OAK 1371 - 34" OAK 1520 - 20" OAK 1660 - 12" OAK 1752 - 18" OAK 1828 - 2-12" OAK 1184 - 2-13" CHERRY 1372 - 9" CAMPHOR 1521 - 18" OAK 1661 - 25" OAK 1753 - 11" OAK 1829 - 20" OAK 1185 - 13" CHERRY 1373 - 10" OAK 1522 - 18" OAK 1662 - 10" CHERRY 1754 - 12" OAK 1830 - 12" OAK 1887 - 24" OA 1186 - 8" OAK 1374 - 18" OAK 1524 - 19" OAK 1663 - 8" CHERRY 1755 - 18" OAK 1831 - 2-20" OAK 1888 - 14" OAK 1187 - 36" OAK 1375 - 10" OAK 1525 - 9" OAK 1664 - 12" CHERRY 1756 - 18" OAK 1832 - 18" OAK 1889 - 10" OAK 1189 - 12" CHERRY 1376 - 20" CAMPHOR 1526 - 2-11" OAK 1665 - 10" CHERRY 1757 - 13" OAK 1833 - 11" OAK 1890 - 36" OAK 1190 - 15' CHERRY 1377 - 15" OAK 1527 - 19" OAK 1666 - 26" OAK 1758 - 2-12" OAK 1834 - 11" OAK 1891 - 24" OAK 1191 - 8" OAK 1378 - 70" OAK 1528 - 20" OAK 1667 - 10" OAK 1759 - 14" OAK 1835 - 8" OAK 1892 - 20" OAK 1192 - 24" OAK 1379 - 13" SWEET GUM 1529 - 2-20" OAK 1668 - 11" OAK 1760 - 22" OAK 1836 - 8" OAK 1893 - 15" OAK 1193 - 32" OAK 1380 - 10" CAMPHOR 1530 - 2-20" OAK 1669 - 19" OAK 1762 - 10" OAK 1837 - 12" OAK 1894 - 26" OAK 1194 - 32" OAK 1381 - 19" OAK 1531 - 21" OAK 1670 - 19" OAK 1763 - 10" OAK 1838 - 36" OAK 1895 - 11" OAK 1195 - 10" OAK 1382 - 10" CAMPHOR 1532 - 18" OAK 1671 - 2-18" OAK 1764 - 8" OAK 1839 - 10" OAK 1896 - 35" OAK 1196 - 12" OAK 1383 - 12" CAMPHOR 1533 - 8" OAK 1672 - 17' OAK 1765 - 18" OAK 1840 - 20" OAK 1897 - 30" OAK 1197 - 12" OAK 1384 - 26" OAK 1534 - 14" OAK 1673 - 15" OAK 1766 - 2-15" OAK 1841 - 10" OAK 1898 - 10" OAK 1198 - 8" OAK 1385 - 10" CAMPHOR 1535 - 9" OAK 1674 - 12" CHINA BERRY 1767 - 11" OAK 1842 - 22" OAK 1899 - 20" OAK 1199 - 9" OAK 1386 - 15" CHERRY 1536 - 11" OAK 1675 - 14" CHERRY 1768 - 19" OAK 1843 - 14" PALM 1900 - 22" OAK 1200 - 18" CHERRY 1387 - 9" CHERRY 1537 - 11" CHINA BERRY 1678 - 18" OAK 1769 - 38" OAK 1844 - 15" OAK 1901 - 26" OAK 1201 - 10" CHERRY 1388 - 8" OAK 1538 - 11" OAK 1679 - 2-13" OAK 1770 - 10" OAK 1845 - 2-22" OAK 1902 - 2-24" OAK 1203 - 2-9" CHERRY 1389 - 2-12" CHERRY 1539 - 18" OAK 1680 - 14" OAK 1772 - 30" OAK 1846 - 20" OAK 1948 - 12" OAK 1204 - 17" CHERRY 1390 - 9" CHERRY 1540 - 10" CHERRY 1681 - 8" OAK 1773 - 34" OAK 1847 - 15" OAK 1949 - 34" OAK 1205 - 8" CHERRY 1391 - 45" OAK 1541 - 13" OAK 1682 - 17' OAK 1774 - 24" OAK 1848 - 8" OAK 1950 - 2-9" CHERRY 1206 - 14" CHERRY 1392 - 50" OAK 1544 - 5-15" EAR 1683 - 17' OAK 1776 - 38" OAK 1849 - 12" OAK 1951 - 8" CHERRY 1207 - 10" CHERRY 1393 - 30" OAK 1545 - 2-18" EAR 1684 - 2-14" OAK 1777 - 2-12" OAK 1850 - 12" OAK 1952 - 9" CHERRY 1208 - 28" OAK 1394 - 20" OAK 1547 - 36" OAK 1685 - 2-12" OAK 1778 - 16" OAK 1852 - 26" OAK 1953 - 8" CHERRY 1210 - 2-12" CHERRY 1395 - 30" OAK 1548 - 19" OAK 1686 - 12" OAK 1779 - 10" OAK 1853 - 2-15" OAK 1954 - 27" OAK 1211 - 2-8" CHINA BERRY 1396 - 26" OAK 1549 - 24" OAK 1687 - 10" OAK 1780 - 20" OAK 1854 - 19" CHERRY 1955 - 18" OAK 1213 - 14" OAK 1397 - 29" OAK 1550 - 22" OAK 1688 - 15" OAK 1781 - 24" OAK 1855 - 20" OAK 1956 - 24" OAK 1214 - 8" CHINA BERRY 1.398 - 18" OAK 1552 - 8" OAK 1689 - 15' OAK 1782 - 19" OAK 1856 - 15" OAK 1957 - 13" OAK 1215 - 12" OAK 1399 - 22" OAK 1553 - 2-10" OAK 1690 - 15" OAK 1783 - 11" CHERRY 1857 - 20" OAK 1959 - 30" OAK 1216 - 36" OAK 1400 - 36" OAK 1554 - 9" OAK 1691 - 2-10" OAK 1784 - 11" CHERRY 1858 - 15" OAK 1960 - 24" OAK 1217 - 8" CHINA BERRY 1402 - 2-46" OAK 1555 - 36" OAK 1692 - 15" OAK 1785 - 17" OAK 1859 - 2-24" OAK 1961 - 9" OAK 1218 - 14" CHERRY 1403 - 20" OAK 1556 - 9" OAK 1695 - 12" OAK 1786 - 2-10" CHERRY 1860 - 2-34" OAK 1962 - e CHERRY 1219 - 10" CHERRY 1404 - 13" OAK 1557 - 21" OAK 1696 - 14" OAK 1787 - 14" CHERRY 1861 - 21" OAK 1963 - 8" OAK 1220 - 10" OAK 1405 - 2-9" OAK 1558 - 2-26" OAK 1697 - 11" OAK 1788 - 3-15" OAK 1862 - 75" OAK 1964 - 34" OAK 1222 - 36" OAK 1406 - 23" OAK 1559 - 2-18" OAK 1698 - 12" OAK 1789 - 10" EAR 1863 - 12" OAK 1965 - 36" OAK 1223 - B" CHERRY 1407 - 24" OAK 1560 - 20" OAK 1699 - 9" OAK 1790 - 15" EAR 1864 - 28" OAK 1966 - 18" OAK 1224 - 20" OAK 1408 - 9" OAK 1561 - e OAK 1700 - 2-10" OAK 1791 - 12" CHERRY 1865 - 24" OAK 1967 - 20" OAK 1225 - 9" OAK 1409 - 9" OAK 1562 - 20" OAK 1701 - 12" OAK 1792 - 12" OAK 1866 - 9" CHERRY 1968 - 19" OAK 1226 - 10" CHERRY 1410 - 12" OAK 1563 - 24" OAK 1702 - 15' OAK 1793 - 16" OAK 1868 - 9" OAK 1969 - 15" OAK 1227 - 11" OAK 1411 - 18" OAK 1564 - 8" OAK 1703 - 2-12" OAK 1794 - 16" OAK 1869 - 27" OAK 1970 - 10" EAR 1228 - 3-22" OAK 1412 - 24" OAK 1565 - 18" OAK 1704 - 14" OAK 1795 - 2-20" OAK 1870 - 24" OAK 1972 - 2-8" OAK 1230 - 31" OAK 1413 - 12" OAK 1566 - 13" OAK 1705 - 14" OAK 1796 - 10" OAK 1872 - 36" OAK 1973 - 10" CHERRY 1231 - 11" OAK 1414 - 22" OAK 1567 - 15" OAK 1706 - 20" OAK 1797 - 15" OAK 1873 - 22" OAK 1974 - 9" CHERRY 1232 -12" OAK 1415 - 24" OAK 1568 - 16" OAK 1707 - 9" OAK 1798 - 19" OAK 1874 - 38" OAK 1975 - 28" OAK 1233 - 9" CHERRY 1416 - 3-12" OAK 1569 - 18" OAK 1708 - 12" OAK 1799 - 12" OAK 1875 - 28" OAK 1976 - 2-27" OAK 1234 - 13" OAK 1417 - 12" OAK 1570 - 22" OAK 1709 - 15" OAK 1800 - 15" OAK 1876 - 18" OAK 1977 - 12" EAR 1235 - 22" OAK 1418 - 2-18" OAK 1571 - 23" OAK 1710 - 14" OAK 1801 - 13" OAK 1877 - 27" OAK 1979 - 20" OAK 1236 - 12" OAK 1419 - 12" OAK 1572 - 19" OAK 1711 - 11" OAK 1802 - 10" OAK 1878 - 34" OAK 1980 - 36" OAK 1237 - 8" OAK 1420 - 10" OAK 1573 - 18" OAK 1712 - 18" OAK 1803 - 19" OAK 1879 - 18" OAK 1981 - 22" OAK 1238 - 9" CHERRY 1421 - 8" OAK 1574 - 9" OAK 1713 - 15" OAK 1804 - 15" OAK 1881 - 40" OAK 1982 - 26" OAK 1239 - 28" OAK 1422 - 9" OAK 1575 - 20" OAK 1714 - 12" OAK 1805 - 13" CHERRY 1882 - 30" OAK 1983 - 12" OAK 1240 - 36" OAK 1423 - 25" OAK 1576 - 2-15" OAK 1715 - 10" OAK 1806 - 12" OAK 1883 - 23" OAK 1984 - 3-20" OAK 1242 - 36" OAK 1424 - 8" OAK 1577 - 14" OAK 1716 - 10" OAK 1807 - 380" CHINA BERRY 1884 - 27" OAK 1985 - 40" OAK 1243 - 19" OAK 1425 - 2-9" OAK 1578 - 20" OAK 1717 - 10" OAK 1808 - 12" CHERRY 1885 - 14" OAK 1986 - 12" CHERRY 1244 - 34" OAK 1426 - 9" OAK _ 1579 - 16" OAK 1718 - 13" OAK 1809 - 12" OAK 1886 - 14" OAK 1987 - 21" OAK PLOT DATE: Plotted: Jun 29, 2011 - 9:17am FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PARCEL20AND68.dwg (� 51 1286 1699 852LS� 853 ( ( 21.1 +1280 +1319 222 1704W ^ 1700 1698*j 850 I s 1320 1697 849 ' I w1279 �74 221W LU1- • 219 \ 1_284 � t ' 1702 1701 848 1285 c1 `e T1277 +975 �1 ,r-)-, , �14 y`� w i �i4�'r'� l t - 218w 217 214ti O v✓ 1696 • 6 Z 10' UTILITY EASEMENT rX 1276 CWi ) • 1695 846 I Q 1273 1272 ORB 3673, PG 2167 5 i" \ !y 8 8442 Vp ORB 3756, PG 6637 15• 1275 976 14 961 960• 215 Z�J n ORB 3576, PG 1183 0 • 973 972 *216 \ N (;33��!1�� 838 962 959 1692) I �(!y9�{57 958 1384 1686 836 83� 1269 }270 `^' w 1383 \O� 1691 LJ ((r 1255 1253 169(0T�1yY{ ,.,1.687 835 I Q 1257 (r0 258 1254 1252 96,�l 138 380 `y �'�9 (LTJ 1684 I �C 1260 �1�2!59f i 1251• 966 967 97 • ~�2 1688 834 I • g2 " 1381 �e l� ° 1 681 12681 e { 01263 ttc 1250 0964 9� �� 1, 970 1379 16,3 w LJ liJJ jj 0965 tW 1685 i679W 8 I 1126 N may, t• -li969 26 t 1248 1378 \ N O 1Q 12 • 91 W1353 °7 1678 3 �`w 97800 1 980 V` \ W 1377 \ 8 9 I 869 979 W +1376 1354 ft'• 828 I O 870+' y 912915 024 40 9380 1 135 (&3 3745 ( 209 827 ( C) UJ8w 910 `1�e1-1�l ^ '16 Ljj N 936 955 n0 a sl 909('- v Ce J "R M 1 e 11373 \ 85826 (25 9LLL���L11.���111 917 927 L9J39 953 1:0,1LJo ,�i 8 IO 864 1�• 935 1362L�7 1 (. 141372 \O� z 867 919 • 923 928*929• 934 950 66 1371 \ N (922 w940(�3 49 1363 1365 137 LEGEND - AIR RELEASE VALVE -S - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB F,.Z - BACK FLOW PREVENTER BLK - BLOCK Z - BENCHMARK ® - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - 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 - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY Q - ELECTRIC METER FERI - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT t5 - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE 00? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER # - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS - MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED ffD- MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY 0- SANITARY MANHOLE SAN - SANITARY LINE SOO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE -°- - TRAFFIC SIGN IZI - TRANSFORMER/JUNCTION BOX ® - TELEPHONE RISER ®s - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE ® - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W- WATER LINE WF - WOOD FENCE WS - WOOD SHED H - WATER VALVE -®- - WATER METER ® - EASEMENT NUMBER 824 920 •1 w n v 1364 136 \Q \ 866 821 0 943 • m ° • 952 1367 68 J CD - 930 42 • 932 941 951 O 931 - - - - - f f P w w SAN SAN SAN �-rw of OlarLdoInc., LB 4475 SDO SAN SAN SB SDO SAN SAN SAN SAN rIn // © ,2 t +- 01,2 H Robinn soSt. t- OrlarLdo, Florida 32803 SHEET 3 OF 5 PHONE FAX (407) 894-6314 (407) 897-3777 SURVEY ALTAIACSM z INF - Bt7 111 I x 111.8 n Ni 4055' o I I I I i n %^ / x 119.3 107.8 KF - 11615 LINE CHART CURVE CHART S50 ow 106.4 �/ i i ' i % "�' �' LI S35°20'45"E 190.92' DESC CENTRAL ARC KF - e16 ;/oP/= 42x5 / / ' / i l I L2 N54°32'54"E 36.39' DESC NO. ANGLE RADIUS LENGTH KF _ 62 107 F/INV _/ 1o�.50 08"/Pvc) / ; ° _ I N53°50'03"E 36.39' CALC CI 51 °49'59" 220.00' 199.03' 108.3 S17.19'04'E //E. ,INV A 1�04�6 �l0%'. , / /�^x � x120.3 f " f " f f N 113.0 INV = 109.86 (18" CMP) 3871 , yte.•?x N53°51 21 E 36.40 MEAS- 51"49'59 220.00 199.02 wry _ ,/ ,� ,' , �/ ,�„�� ; d L3 N00° 15'07"W 73.66 DESC SW20WE �'aP'/ / / / /, ��.01 / L4 WEST 6.00' DESC C2 15' 10'24" 640.78' 169.69' 's \ 41.47 xV1' f " . f n f f 114.2 ( °�x1 13.1 x 1 t o.6` \ 108.a \ RET-�1NTION ' ' 1 1 / SITE BENCHMARK 4 \ tozs / ' / �, , # L5 S89°56 10 E 29.05 DESC 15° 10'24" 640.78 169.69 3 0 \\ 7'0.\ .per i' / / - // �/ / // ' ^�� 1 / 1 / IELEVATION ON 122 56 L6 N00` 1 1 '34"W 10.01 ' CALC 113.0. 1x4.90 �p W. INV = 113.99 (18" CMP) �i \ 10 POND • / /� Bim ' 11%'2. / / f 1 1 I I " f " ' ' 113.2 r, � \ 513�49� w . �/ ,� ,' 'y �'$ \ \ I 921 1 / L7 S89°48 26 W 18.84 CALC C3 01 °30 20 5735.72 150.71 x 13 , , , , / \ / '3 " f f " f f '3 i 120.2 S89°48 37 W 18.77 MEAS C4 04°01 45 640.78 45.06 �' ,1 4�' L8 N65°07'06"W 24.65' CALC C5 1 1°08'39" 640.78' 124.63' 7,3 xt 1X3 ?� \ 11 �1a'10E`\ ,/ / / / ,/ ,/ 1t8.�x�� \ 20.4 12 4 71. N 2 aS \ \ x 117,3 , „ , f " f f 113• \ ''�\- ttos �` \` INF - o ' /eta/' // /' i l I N65°08 10 W 24.62 MEAS C6 00°32 21 5735.72 53.98 113.86 x721.5 " , \\ IM.F _ >o, x'10"1 g �E E ,,. ,� , 1 I Nati C7 DO°57 58 5735.72 96.73 ,15.zxN 1136\_, ��\ �. 67.x_- tO s7�•?�. • �� ' /' //,15.6 / x 11713 1 I �' CS 02°28 03 5735.72 247.02 \ x114.5 1\ sa7.2'/'2�E ?�_ o �� __wtF -m_ela Stll�'� o Bei' ?��' �,'' �/' J^ C9 00'16'30" 5304.00' 25.46' MsE- ei' - _ _ r-,o9->>�-'' 2-'' ,i /' / / TOP 121 24 _ C10 03°58'23" 5735.72' 397.73' 114.42'\--�� -_ -�'�'15 \t3 �,\" �� ,,� ,/' /' ,ry1 _ _ S. INV N 105.18 (18•' PVC) W. INV 104.89 (18" PVC) x114.6-..___-_ 'i19.0 // 120.7. x121.8 x115.5 115.44 \ o/` __ .------------- - 16.02--- _ - --- //�- ,,,e' I" TOP = 121.56 - - _ - - - _ , x Y16.o / l Qf121.9 N. INV = 105.47 (18' PVC) \ 5 7 \ ' , 6' ' SW. INV = 105.58 (18" PVC) \ � '- 116.28 x'1't�i--__ x 115.7 ,.- � �'/ �i �� �--/ 1 \i _120' � / '\\ x 116.7 - �� \ P 117,18 ---------- ��' x ��� lit 4 ---------- 11759 --------^, ---' ,-'' MAINE STLET o o , MAINE STREET _ -(6-0' Rl#r) _ \ 1�' i1B•119----------- 1 �� ��iy/122.0 1�2 -x721.5 - - - - - - - - - - - - - - (30' RIX) x �-"" ---- -��----_,,.-12' 122. - -•122.02 - - - - - - - - - - - 717.5 11' - 118_52 --- - --of&.1# - 120011 720.53 03' - 12-6 1 .3 = .2i- 2 xl ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 121.91 f21.57 - - _ 121.7 '--- - - t19'w"-- 120.14 120.63_ 121.05 -----_ 121.37 f2�� x xl2t.5 x119.3 I FND/'1'/2•, IR x120.7 � ---�'- x 121.4-------------- \\ O \\\ ^ °o, / TOP = 727.98 -L-S 4334 - - ^+ INVERTS UNATTAINABLE # /' ( FND. 112' iR x 721.5 - - - - \p x 719.9 °' 3 WELDED SHUT 2x119._ - - \ \ _ FND. 1 /?�%!f� i LS #4334 , x 122.3 j 1 \ ° Zx ` LS A3 4 ��- - - - - - - -- - - -- / �� \ I \ TOP = 122.07 \ \ 1 .3 1 x 122.3\\ -S89-27:02)'E / , „ x 22.1 1 d , \ NE. INV = 105.73 (18" PVC) C2----' S89'27 02 E 540.4 M S I / , \ INV = 105.79 (18' PVC) SET 1 2 I.R\ ,Zo, ,,z1'' �/' C4 122.9 S89z2.p 02"E 541.2,72 CALC ; / LB #4475 j \ x122.1 / 11179. 121.1. \\ 12L0 \ 121.0 /,22 / \ x 122.5 i \ 72 >s �\\ \ /x23.3 x12.z2 \\ \ \\ \\ \\ I \ \\ x 122.4 \ \20.9•' / - \ UP \\ \\ ( I \ 124.8. \\ \\ \\ \ \ \ \ U \� \ x 721.4 x122.5" - I � co 12� \\ 11 \ \\ \\ \\\ \ iW FLOOD LINE Z \ 1 11 1 ?� 4 \ \ tt SCALED PER x722`5 FlRM \ \ \ i I fl \\ x 124.8 \\ `� x 122.1 t2�•• // \ �� \\\ \\\ \\\,' \ 11 111 \\ \\\ `,�3`0\ Z TOP = 122.54 / \\ \ �� \•\ I (I n \\ \ 122.8. x122.4 BOTTOM 171.04 ppyE / INVERTS UNATTAINABLE \121.5\_�'�`�+` \\ i ( i x'^ \\ 11 ��x 1AJ FULL OF WATER l2pNF° \421.6 / AE' 122.3. i •� `� \\ 1 I I // 124.3. sx' x123.5 1 I 1� ..� • I / I -F�o W VE122.2 115.9x \ 122.3. \ Lx � \ 124.6 i 123.2x \\ 1 I \ �� \ x122.9 -123- , O ,y z Z 123.2. I I I / x 124.0 123.9 p,- Z 0 CL UP \\ � �x716.4 xtt�Z------ x1778 WITNESS MONUMENT \ x122.4 x720.7 FND. 5 8 IR ---------,,1g\ SET 1/2" I.R. • r / FND. 11129"' IR \\ 1 /' �o LB #4475 1 x,21.5 SS$ , 50"E ,8330.76, CALC L 1 #2648 / xa 1 121.5 / / �' x118.6 / 17.-;( OFFSET 542.67' W LB #68 \ ?� \ �, ���- 124.3. �" ,C"P N I x S89'56'50"E 7$$.09' MEAS ---•�-----124,o&-L------------------- �3i --------- �'TOP= 124. _--J----- l / ,� '-x .�-- � ' 122\9,.\ \ / \ I W. iNV 1098 18-"- PVC I - - - - % - - - - �t -175'3 1,ss 1 8.8 / / x SITE BENCHMARK 113 125.1 I \ N. INV 106. q9 (18 PVC) 124.3 "X -CUT ON MH i .`, N ,� ,`",$' NW42WE ELEVATION = 125.58 N UP N / , k �' 46.39' FH r T�P = 195.58 1 I MEASURED' 100/ YE0 �.1• KF - Ata KF - A17 O \ IN, \\ / x124.8 124.7 G S INV - 108.73 (G8" PVC) j ' ' ' N1.F - At NIX54 E �. �\ y �� / 12 .9 E�\INV--2108.54 (18" PVC) I , FLOOD /CONOU,i� // x 116.2 124.6x 124.3 TOP v: 124.35 1 i 1zf.2x l ELEI/ATI,bN = 1 7.4 N4557'03'E N3531.42'E 123\ �`'�r / N. INIA= 108.75 (18Y PVC) 11 I l / 1 / / 4&, / /---------------------- 12x8- ( ) / / / 3567' - S. INV 108.85 15'1 PVC 1 I l / I l x 1 17.7 / /F - A14 x \ 125.0 I l 1 ,\.1----'4---- I / f---'�-7-T---- - - - - - - - - - - - - - - 4. \ `Or \-------------------- ---/T---- 123. '\ ,1251 x125.0 N42'21'26 At2 'E 115.8 41.06 C� _ 723. x 116.2 IMLF Ata KF\\ F /A11 N47.514;3•E 120.9. \ \ I I \ \\ \ x 122.8 1 1 I 1 / / / 52.35 ? 12524 \ \ I 121.6 I • 176.7 1.6O I \\ '.� , \ I \ \ x I I I / / NOD' 2, � ii �x \'2 \\� "� 1 \\ 1\ i I SCALED PERNFIR // • f2 N4%1.�' E 125.41 FND. 1/2 iR \\ o• 1 I /N5510 E \ \ I 125.21(25.0 ( 1 \ 1 I I I l 41. 116.4. 3 I LB #68 121.a'q�\ w � ' ' I a UF� \ 1 II I I I 1 1 79 ! 115 MLF - A10 aKF \� 1i F 1 1 1 ! •.zONE' •u. / ./ L_ CHORD CHORD BEARING DISTANCE N80°27'54"E 192.31' DESC N79°45'03"E 192.3 1 ' CALC N79°46'30"E 192.33' MEAS S81.12'1 9"E 169.20' DESC S81'55'1 O"E 169.20' CALC S81 °55'50"E 169.13' MEAS S36°05'55"E 150.71' DESC S75°37'59"E 45.05' DESC S83° 13'11 "E 124.44' DESC S36°34'55"E 53.97' DESC S35°49'44"E 96.74' DESC N38°49'22"W 247.00' DESC N39°38'55"W 25.46' DESC N38°04'13"W 397.65' CALC N38°02'35"W 397.71' MEAS - - - - - - - - - - - - - - - - I \ I I ryb?\\t mac, 125.2 -�---,----'---1--- - I - , \ I I \'t \� A I r h \ \ 1 x 1 1 2p ,pp ?i \ \\ L4 (I i II 1 11 727.6 I l / �� AE" �8 2 S89.48.28'W 551.37 MC \ 126. � l 125.1 \ S89'48'53"W 400.46' MEAS I aa\ 125.53 / ( I 1 1 I 1120.9 / I 1 �` / / KF -/A7 x (v FND. 80D NAIL �I I 125.26 ? 125.2 125.2 I \ 1 1 5---------- / / L�� NO 123.5x 49.74' FND. 80D NAIL \ i BE'NN�1T NO SAN I K1zs.tx � ��, � � V25. 12s.ox ( \\ \\\ 1\ I � �' // �� // � Cp ® SAN ® �\ ?r`'fr r'r 125.2 SAN SANT I TOP = 123.62 ( \\ �e x ,2k 4$ m �`' \ !y I I \ \ \ 1 1 / I x 72\1.4 121.81 I E. iNV = 110.24 (8" PVC) I 'L 125.4 N �? 25.0 I \ \ \ x I / 24.94. n m \ \ \ I N1�t' 20 W. INV = 110.20 (12" PVC) I ��• • \\\ 61 O n.r cb \ I I ¢ TOP = 125.11 \ 1 I 1 1 TOP = 124.50 is �+ �ry6y ( h N N \ 25.7 W. INV = 109.28 15'• N. INV = 109.76 S15" PVC �9 �ryg� \ry i I S INV = 109.3 �i5" PICC) 1 1 I I �0) 1% \\ \x72 I //,o C 1 1 I I w xf 5.8 //�� 4 125.9x I \ \ 1 1 I I `V I � I E. INV = 110.72 ( 12" PVC) � 1ti k• x, r \ \ _ W. INV = 109.85 12" PVC 0 \ry y a '`tr \ I AQ ( ) I / 1%h 14,92 'A sm\' `��'\ 125.8 �\ \\ \\ 1 \I 1 (� J \ I 1 1 i3&0411 Ej 'V ----� I------------ fl� Fo \ ya I o \ \\ \\ 1 1 0 1 1 1 �\� (', x I ` WF, / • \Yk' / 1� \ x125.8 I Y I \ \ w 1 1 \ 16.2 - I lY \ \\ N \ 1 I, x 9 �e°x ?'�\ Z \ \ \ N I \ 1 \ INF A3 �j���lryk,ryk6 �ryh v x �r m y1 \ I I ¢ y \ \ 1 \ \ 1 10'S►i'3 \ x7211.8 123 a \ \ I a I x125.7 WTNE�S M�NUMEN X \I \ \\ i \ N S 1,(2' LP. I 72W.4 1 \ L # I 4475 I 11151 PVC) S. INV 1 1 1.90 (8 TOP = 118.05 OFiFSETI 151123' W 1 \ \ \ = •' \246r -.17 72\ \ I I I I 1 / \ W. INV = 111.84 (8" PVC) ,2 N� 22.2 \\ H123\3 I o I I I I 1 / 1 \ - A2 FOC ER \ � �� \I Q S89.48'2e W 5511.3 ' (AL6' II 1\ \ t54a'or'w L6 '? 72 Q' z 1 \ t (I 3• - -�.,SW -_ --p---ytZOb'T iQ35-4 . 'EQ 99. 9'" " - �89 778.90, NLC122GL MARKER � 2.. 2 4. 124.31 W SOD 123.7 123. SAN I \ \ S 0 SASji N �� 17A.` -N F 116. 116. 4 ,M1, 115.7 _ 12A -" - QC --�- W 11?24..3 24.6 - / 5 \ 1201_ - _-_ 16 124.29 -� WEST COLONIAL DRIVE 16 i " (3 1\ ! ____ N120. 120 t i (R/W VARIES) PLOT DATE: Plotted: Jun 29, 2011 - 9:17am FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PARCEL20AND68.dwg TOP = 123.89 E. INV = 109.99 (12" PVC) GL i W. INV = 110.09 (12" PVC) FOC i�-• S - - m ffS5 x 124.6% - 12�k�b IIILiII_IIU 1 - 1�8 1 4141• �..� IZ.1D_ _f.17.1D-"- .-.- - "= _ 1 i -117- '--116.67 116.58 116.2 116.1 L 15.7 i15Ox - ----'----------------115------------ _-D_= - 15.0 S - ��,�•� _ - I -----114------------ SDO = 116.4 d 113--- _-- _715-=----------- P-_ s -1 g., ------_-_--_ -_----it7---- �---- -7a1�= 114.93 %,�zD.e ------ -- BOTTOM = 107.63 120.2 120.8 ro /)3 \ INVERTS UNATTAINABLE TOP = 116.64 E. INV = 112.09 (18" HDPE) W. INV = 113.99 (18" HDPE) TOP = 120.23 S. INV = 115.48 (18" HDPE) E. INV = 115.45 (18" HDPE) GRAPHIC SCALE ��l I TI 0/ 50"100 200 300 1~ = 100' J U zo M W It U) O 0 21.69-f<�. NO # N89' 18.10"E 1467.04' MEAS N89' 17'51"E 1466.02' CALC t 123.21 Zl 121-84 121.05 120.44 \2'? SE CORNER, SE i14 .- IL -x221,8 '--- ,�-' 2 . "N 9---- �TTS�---1233-- --0'x'2 SD 13671. 77707 SITE BENCHMARK # 1 124.�SS• N&D ON MEDIAN " me 1� 3 TIO 23.86 23.52 P 3.7 V-1- - xY23:3 _ - �•- 7 -• 2 1\1 l ..... - - 1 1 b' ,x'9/2m^ 0.0`121t' 'Z 11-- 119.3XE. INV = 116.51RCP)1194 116.93 BOTTOM = 112.03 R9s s TOP = 120.46 x116 = x o N. iNV = 112.39 (8" PVC S. INV = 112.31 (8" PVC) E. INV = 112.46 (8" PVC) o N p SITE BENCHMARK # 2 N N&D IN ASPHALT 11 ELEVATION = 120.78 1 - 1�8 1 4141• �..� IZ.1D_ _f.17.1D-"- .-.- - "= _ 1 i -117- '--116.67 116.58 116.2 116.1 L 15.7 i15Ox - ----'----------------115------------ _-D_= - 15.0 S - ��,�•� _ - I -----114------------ SDO = 116.4 d 113--- _-- _715-=----------- P-_ s -1 g., ------_-_--_ -_----it7---- �---- -7a1�= 114.93 %,�zD.e ------ -- BOTTOM = 107.63 120.2 120.8 ro /)3 \ INVERTS UNATTAINABLE TOP = 116.64 E. INV = 112.09 (18" HDPE) W. INV = 113.99 (18" HDPE) TOP = 120.23 S. INV = 115.48 (18" HDPE) E. INV = 115.45 (18" HDPE) GRAPHIC SCALE ��l I TI 0/ 50"100 200 300 1~ = 100' J U zo M W It U) O 0 SHEET 4 OF 5 LEGEND - AIR RELEASE VALVE � - AUTO SPRINKLER B8 - BOTTOM OF BANK BC - BACK OF CURB :W.Z - BACK FLOW PREVENTER BLK - BLOCK Z - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED L - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC -COVERED CONCRETE CF - CONCRETE FLUME CHW -CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE f;C0 - CLEAN OUT ONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION n - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY © - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION & FH - FIRE HYDRANT `,!3' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE 01F? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS- MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY ® - SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE Q - STORM MANHOLE' -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE �- - TRAFFIC SIGN a - TRANSFORMER/JUNCTION BOX ® - TELEPHONE RISER s® - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE ©v - CABLE TV RiSER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W-- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED - WATER VALVE -�'t- - WATER METER ® - EASEMENT NUMBER ( Y/ ff/// fm [ f of 0r1urLdo Inc., LB 4475 2012 E. Robinson St. Or'lu*n.do, PLoridu 32803 PHONE FAX (407) 894-6314 (407) 897-3777 i N FND. N&D \ NO # N89' 18.10"E 1467.04' MEAS N89' 17'51"E 1466.02' CALC SE CORNER, SE i14 SW 114 SECTION 20 =Vl 77707 SITE BENCHMARK # 1 - tt6.Ts N&D ON MEDIAN " me 11778 ELEVATION = 118.25 _ - • 1 118.27 _ -- 18.27 - 117.73 'Z 11-- TOP = 116.63 116.93 BOTTOM = 112.03 4SDINVERTSSDONATTA/NABLE x116 = x SHEET 4 OF 5 LEGEND - AIR RELEASE VALVE � - AUTO SPRINKLER B8 - BOTTOM OF BANK BC - BACK OF CURB :W.Z - BACK FLOW PREVENTER BLK - BLOCK Z - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED L - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC -COVERED CONCRETE CF - CONCRETE FLUME CHW -CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE f;C0 - CLEAN OUT ONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION n - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY © - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION & FH - FIRE HYDRANT `,!3' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE 01F? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS- MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE 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 POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY ® - SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE Q - STORM MANHOLE' -T- - UNDERGROUND TELEPHONE R - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE �- - TRAFFIC SIGN a - TRANSFORMER/JUNCTION BOX ® - TELEPHONE RISER s® - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE ©v - CABLE TV RiSER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W-- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED - WATER VALVE -�'t- - WATER METER ® - EASEMENT NUMBER ( Y/ ff/// fm [ f of 0r1urLdo Inc., LB 4475 2012 E. Robinson St. Or'lu*n.do, PLoridu 32803 PHONE FAX (407) 894-6314 (407) 897-3777 i N � AL TAIA CSM LAND TITLE PLOT DATE: Plotted. Jun 29, 2011 — 9:17am 2021 — 1189 — 12" CHERRY 15" CHINA BERRY 1190 — 15" CHERRY 2022 — 1192 — 24" OAK 10" CHINA BERRY 1193 — 32" OAK 2023 — 1194 — 32" OAK 40" OAK 1195 — 10" OAK 2024 — 1196 — 12" OAK 15" OAK 1197 — 12" OAK 2025 — 1198 — 8" OAK 10" OAK 1199 — 9" OAK 2026 — 1200 — 18" CHERRY 14" OAK 1201 — 10" CHERRY 2027 — 1203 — 2-9" CHERRY 42" OAK 1204 — 17" CHERRY 2031 — 1205 — 8" CHERRY 12" CHINA BERRY 1206 — 14" CHERRY 2032 — 1207 — 10" CHERRY 26" OAK 1208 — 28" OAK 2033 — 1210 — 2-12" CHERRY 22" OAK 1211 — 2-8" CHINA BERRY 2034 — 1213 — 14" OAK 9" CHINA BERRY 1214 — 8" CHINA BERRY 2035 — 1215 — 12" OAK 9" CHERRY 1216 — 36" OAK 2036 — 1217 — 8" CHINA BERRY 10" CHERRY 1218 — 14" CHERRY 2037 — 1219 — 10" CHERRY 11" CHINA BERRY 1220 — 10" OAK 2038 — 1222 — 36" OAK 9" CHINA BERRY 1223 — 8" CHERRY 2039 — 1224 — 20" OAK 10" OAK 1225 — 9" OAK 2040 — 1226 — 10" CHERRY 12" CHINA BERRY 1227 — 11" OAK 2041 — 1228 — 3-22" OAK 2-9" CHINA BERRY 1230 — 31" OAK 2042 — 1231 — 11" OAK 9" OAK 1232 — 12" OAK 2043 — 1233 — 9" CHERRY 10" CHINA BERRY 1234 — 13" OAK 2044 — 1235 — 22" OAK 2-9" CHINA BERRY 1236 — 12" OAK 2046 — 1237 — 8" OAK 11" CHERRY 1238 — 9" CHERRY 2047 — 1239 — 28" OAK 15" CHINA BERRY 1240 — 36" OAK 2048 — 1242 — 36" OAK 12" CHINA BERRY 2006 — 30" OAK 2049 — 2007 — 9" CHERRY 12" OAK 2008 — 36" OAK 2050 — 2012 — 34" OAK 38" OAK 2013 - 34" OAK 2051 — 2014 — 24" OAK 2-9" CHINA BERRY 2015 — 24" OAK 2060 — 2016 — 26" OAK 9" OAK 2017 — 22" OAK 2061 — 2018 — 8" OAK 10" CHERRY 2020 — 15" CHERRY PLOT DATE: Plotted. Jun 29, 2011 — 9:17am 2021 — 2-8" EAR 2094 — 15" CHINA BERRY 2159 — 19" OAK 2022 — 8" CHINA BERRY 2095 — 10" CHINA BERRY 2160 — 28" OAK 2023 — 11" CHINA BERRY 2096 — 40" OAK 2161 — 14" CHINA BERRY 2024 — 11" CHERRY 2097 — 15" OAK 2162 — 46" OAK 2025 — 9" CHERRY 2099 — 10" OAK 2163 — 20" OAK 2026 — 39" OAK 2100 — 14" OAK 2164 — 18" CHERRY 2027 — 40" OAK 2102 — 42" OAK 2165 — 28" OAK 2031 — 12" CHINA BERRY 2103 — 12" CHINA BERRY 2166 — 40" OAK 2032 — 8" CHINA BERRY 2104 — 26" OAK 2167 — 12" OAK 2033 — 2-9" CHINA BERRY 2105 — 22" OAK 2168 — 11" OAK 2034 — 8" CHINA BERRY 2106 — 9" CHINA BERRY 2169 — 12" OAK 2035 — 2-10" CHINA BERRY 2107 — 9" CHERRY 2170 — 10" OAK 2036 — 3-8" CHINA BERRY 2109 — 10" CHERRY 2171 — 15" OAK 2037 — 2-8" CHINA BERRY 2110 — 11" CHINA BERRY 2172 — 12" CHINA BERRY 2038 — 11" CHINA BERRY 2111 — 9" CHINA BERRY 2173 — 9" CHINA BERRY 2039 — 11" CHINA BERRY 2112 — 10" OAK 2174 — 12" OAK 2040 — 9" CHINA BERRY 2113 — 12" CHINA BERRY 2175 — 29" CHINA BERRY 2041 — 2-10" CHINA BERRY 2114 — 2-9" CHINA BERRY 2410 — 36" OAK 2042 — 2-8" CHINA BERRY 2115 — 9" OAK 2411 — 8" OAK 2043 — 2-9" CHINA BERRY 2116 — 10" CHINA BERRY 2412 — 11" OAK 2044 — 10" CHINA BERRY 2117 — 2-9" CHINA BERRY 2413 — 24" OAK 2046 — 10" CHINA BERRY 2118 — 11" CHERRY 2414 — 10" OAK 2047 — 10" CHERRY 2119 — 15" CHINA BERRY 2415 — 12" OAK 2048 — 2-9" CHINA BERRY 2121 — 12" CHINA BERRY 2416 — 2-9" OAK 2049 — 11" CHINA BERRY 2122 — 12" OAK 2417 — 9" CHERRY 2050 — 10" CHINA BERRY 2123 — 38" OAK 2418 — 8" CHERRY 2051 — 13" CHINA BERRY 2124 — 2-9" CHINA BERRY 2419 — 8" CHERRY 2060 — 9" CHINA BERRY 2125 — 9" OAK 2420 — 8" CHERRY 2061 — 2-11" CHINA BERRY 2126 — 10" CHERRY 2421 — 2-12" CHERRY 2062 — 28" OAK 2129 — 8" CHERRY 2422 — 12" CHERRY 2064 — 10" CHINA BERRY 2130 — 8" CHERRY 2424 — 2-9" CHERRY 2065 — 10" CHINA BERRY 2131 — 8" OAK 2425 — 12" OAK 2066 — 14" CHINA BERRY 2132 — 12" OAK 2426 — 10" OAK 2067 — 8" CHINA BERRY 2133 — 10" CHINA BERRY 2427 — 17" OAK 2068 — 42" OAK 2134 — 12" OAK 2428 — 25" OAK 2070 — 12" CHERRY 2135 — 8" OAK 2429 — 8" CHERRY 2071 — 12" CHINA BERRY 2136 — 18" OAK 2430 — 2-10" OAK 2072 — 12" OAK 2137 — 18" OAK 2431 — 20" OAK 2073 — 2-9" CHINA BERRY 2138 — 10" OAK 2432 — 2-8" OAK 2074 — 9" CHINA BERRY 2139 — 9" OAK 2433 — 8" OAK 2076 — 12" CHERRY 2140 — 36" OAK 2434 — 24" OAK 2077 — 12" CHERRY 2141 — 8" CHERRY 2435 — 8" CHINA BERRY 2078 — 9" CHINA BERRY 2142 — 14" CHERRY 2436 — 9" CHINA BERRY 2079 — 9" CHINA BERRY 2143 — 39" OAK 2437 — 8" CHINA BERRY 2080 — 14" CHERRY 2144 — 3" CHINA BERRY 2438 — 15" CHERRY 2081 — 9" CHINA BERRY 2145 — 15' OAK 2439 — 10" CHINA BERRY 2082 — 10" CHINA BERRY 2146 — 21" OAK 2440 — 24" OAK 2083 — 9" CHINA BERRY 2147 — 8" OAK 2441 — 2-13" CHINA BERRY 2084 — 13" CHINA BERRY 2148 — 10" CHINA BERRY 2442 — 14" CHERRY 2085 — 8" CHINA BERRY 2149 — 11" CHINA BERRY 2443 — 8" CHINA BERRY 2086 — 20" OAK 2150 — 43" OAK 2444 — 8" CHINA BERRY 2087 — 48" OAK 2151 — 15" CHINA BERRY 2445 — 11" OAK 2088 — 36" OAK 2152 — 11" CHINA BERRY 2446 — 10" CHINA BERRY 2089 — 11" CHINA BERRY 2153 — 11" CHINA BERRY 2447 — 12" OAK 2090 — 56" OAK 2155 — 40" OAK 2448 — 12" OAK 2091 — 9" CHINA BERRY 2156 — 2-22" OAK 2449 — 5-12" CHINA BERRY 2092 — 2-8" CHINA BERRY 2157 — 20" OAK 2450 — 10" CHINA BERRY 2093 — 11" CHINA BERRY 2158 — 9" CHINA BERRY 2452 — 10" CHERRY FILE NAME: S:\ORANGE\20-22-28\Parcels 020 & 068\20-22-28PARCEL20AND68.dwg 2453 — 9" CHERRY 2454 — 12" OAK 2455 — 11" OAK 2456 — 16" OAK 2457 — 11" CHINA BERRY 2458 — 15" OAK 2459 — 15" OAK 2460 — 12" OAK 2461 — 15' CHERRY 2462 — 11" OAK 2463 — 12" OAK 2464 — 11" CHERRY 2465 — 10" OAK 2466 — 9" OAK 2467 — 15' OAK 2468 — 20" OAK 2469 — 13" OAK 2470 — 13" OAK 2471 — 9" CHERRY 2472 — 15' OAK 2473 — 10" OAK 2474 — 2-11" OAK 2475 — 13" OAK 2476 — 12" OAK 2477 — 17" OAK 2478 — 9" CHERRY 2479 — 10" OAK 2480 — 18" OAK 2481 — 2-11" OAK 2482 — 2-10" OAK 2483 — 11" OAK 2484 — 19" OAK 2485 — 24" OAK 2486 — 10" OAK NEWLY LOCATED TREES - OCTOBER 21. 2010 WWI FA mkm 3076 — 36" OAK 3333 — 24" OAK 3391 — 18" CHINA 3450 — 12" CHINA 3077 — 14" OAK 3334 — 12" OAK 3392 — 12" CHINA 3451 — 9" CHINA 3078 — 30" OAK 3335 — 2-18" OAK 3393 — 10" OAK 3452 — 11" CHINA 3079 — 8" OAK 3336 — 10" CHERRY 3394 — 15" OAK 3453 — 12" CHINA 3080 — 32" OAK 3337 — 9" CHERRY 3395 — 2-8" CHINA 3454 — 11" OAK 3081 — 15" OAK 3338 — 2-14" OAK 3396 — 20" OAK 3455 — 10" CHINA 3082 — 24" OAK 3339 — 16" OAK 3397 — 10" CHINA 3456 — 20" CHINA 3083 — 180" TREE 3340 — 16" OAK 3398 — 2-14" OAK 3457 — 2-10" CHINA 3084 — 42" OAK 3341 — 26" OAK 3399 — 10" CHINA 3458 — 30" OAK 3085 — 22" OAK 3342 — 14" OAK 3400 — 10" OAK 3459 — 8" CHINA 3086 — 8" OAK 3343 — 24" OAK 3401 — 20" CHINA 3460 — 90" TREE 3087 — 8" OAK 3344 — 180" TREE 3402 — 10" OAK 3461 — 8" CHINA 3088 — 22" OAK 3345 — 9" OAK 3403 — 10" CHERRY 3462 — 2-14" OAK 3089 — 36" OAK 3346 — 180" TREE 3404 — 12" CHERRY 3463 — 9" CHINA 3090 — 12" OAK 3347 — 8" OAK 3405 — 10" CHINA 3464 — 10" CHINA 3091 — 3-16" OAK 3348 — 8" OAK 3406 — 16" OAK 3465 — 2-8" CHINA 3092 — 30" CHERRY 3349 — 3-20" OAK 3407 — 10" CHERRY 3466 — 2-8" CHINA 3093 — 2-28" OAK 3350 — 24" OAK 3408 — 36" OAK 3467 — 8" CHINA 3094 — 10" OAK 3351 — 12" OAK 3409 — 30" OAK 3468 — 3-9" CHINA 3095 — 10" CHINA 3.352 — 14" OAK 3410 — 10" OAK 3469 — 14" CHINA 3096 — 18" OAK 3353 — 12" CHERRY 3411 — INTENTIONALLY DELETED 3470 — 8" CHINA 3097 — 10" OAK 3354 — 2-12" CHERRY 3412 — 9" CHINA 3471 — 9" CHINA 3098 — 10" OAK 3355 — 10" CHERRY 3413 — 24" CHINA 3472 — 10" CHINA 3099 — 10" OAK 3356 — 15" OAK 3415 — 20" CHINA 3474 — 3-13" OAK 3100 — 10" OAK 3357 — 16" OAK 3416 — 3-19" CHINA 3475 — 10" CHINA 3101 — 2-9" OAK 3358 — 10" OAK 3417 — 8" OAK 3476 — 2-9" CHERRY 3102 — 2-16" OAK 3359 — 3-12" OAK 3418 — 11" OAK 3477 — 10" CHINA 3103 — 8" CHERRY 3360 — 10" OAK 3419 — 10" OAK 3478 — 9" CHINA 3104 — 2-12" CHERRY 3361 — 24" OAK 3420 — 12" CHINA 3479 — 9" CHINA 3105 — 11" OAK 3362 — 10" OAK 3421 — 12" CHINA 3480 — 9" CHINA 3106 — 10" OAK 3363 — 14" OAK 3422 — 16" CHERRY 3481 — 2-8" CHINA 3107 — 15" OAK 3364 — 14" OAK 3423 — 3-9" CHERRY 3482 — 9" CHINA 3108 — 15" OAK 3365 — 10" OAK 3424 — 9" CHERRY 3483 — 90" TREE 3109 — 17" OAK 3366 — 12" OAK 3425 — 10" OAK 3110 — 2-12" OAK 3367 — 12" OAK 3426 — 6" OAK 3111 — 18" OAK 3368 — 20" OAK 3427 — 18" CHINA 3112 — 2-16" OAK 3369 — 14" OAK 3428 — 8" CHERRY 3113 — 12" OAK 3370 — 8" OAK 3429 — 9" OAK 3114 — 90" TREE 3371 — 13" OAK 3430 — 180" TREE 3115 — 90" TREE 3372 — 9" OAK 3431 — 10" CHINA 3315 — 90" TREE 3373 — 16" OAK 3432 — 12" CHINA 3316 — 3-10" OAK 3374 — 30" OAK 3433 — 9" CHINA 3317 — 8" CHERRY 3375 — 17" OAK 3434 — 9" CHINA 3318 — 24" OAK 3376 — 18" OAK 3435 — 9" CHINA 3319 — 8" OAK 3377 — 10" OAK 3436 — 9" OAK 3320 — 9" OAK 3378 — 10" OAK 3437 — 9" OAK 3321 — 30" OAK 3379 — 22" OAK 3438 — 9" CHINA 3322 — 90" TREE 3380 — 2-10" OAK 3439 — 9" CHINA 3323 — 16" OAK 3381 — 20" OAK 3440 — 2-20" CHINA 3324 — 2-16" OAK 3382 — 2-9" OAK 3441 — 28" CHINA 3325 — 10" OAK 3383 — 2-20" OAK 3442 — 2-19" OAK 3326 — 180" TREE 3384 — 15" OAK 3443 — 16" OAK 3327 — 30" OAK 3385 — 16" OAK 3444 — 2-19" CHINA 3328 — 12" OAK 3386 — 22" OAK 3445 — 9" CHINA 3329 — INTENTIONALLY DELETED 3387 — 2-34" OAK 3446 — 9" CHINA 3,330 — 54" OAK 3388 — 18" CAMPHOR 3447 — 8" CHINA 3331 — 10" OAK 3389 — 42" OAK 3448 — 9" CHINA 3332 — 12" OAK 3390 — 36" OAK 3449 — 9" CHINA ---APPROXIMATE LOCATION QOF VACATED RICHMOND AVENUE � AND PUBLIC UTILITY EASEMENT ORB 5689, PG 830 12 10' UTILITY EASEMENT ORB 3673, PG 2167(2 ORB 3576, PG 1183 i7o 0' 30"60' 120" 180 1" = 60' LEGEND — AIR RELEASE VALVE — AUTO SPRINKLER BB — BOTTOM OF BANK BC — BACK OF CURB :F,.Z — BACK FLOW PREVENTER BLK — BLOCK Z — BENCHMARK ® — BOLLARD BPC — BURIED POWER CABLE CALC — CALCULATED C&M — CALCULATED & MEASURED 16 — CENTRAL ANGLE CBW — CONCRETE BLOCK WALL CC — COVERED CONCRETE CF — CONCRETE FLUME CHW — CONCRETE HEAD WALL CLF — CHAIN LINK FENCE — 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 DEESSC — DESCRIPTION l @ \ — DOT INLET DP — DUMPSTER PAD DW — DRIVEWAY © — ELECTRIC METER FEE — ELECTRICAL BOX ESMT — EASEMENT E/P — EDGE OF PAVEMENT FIRM — FLOOD INSURANCE RATE MAP FFE — FINISHED FLOOR ELEVATION &FH — FIRE HYDRANT `*' — FLOOD LIGHT FND — FOUND FOC — FIBER OPTIC CABLE 0F? — FLAG POLE —G— — GAS LINE ® — GAS METER — GUY WIRE ANCHOR HANDICAP PARKING HDPE — HIGH DENSITY POLYETHYLENE INV — INVERT ELEVATION IP — IRON PIPE IR — IRON ROD L — ARC LENGTH LB — LICENSE BUILDER -4 — LIGHT POLE LS — LICENSE SURVEYOR LSA — LANDSCAPED AREA MEAS — MEASURED MF — METAL FENCE ML — METAL LID MS — METAL SHED — MITERED END SECTION Q — MONITORING WELL N&D — NAIL & DISK NGVD — NATIONAL GEODETIC VERTICAL DATUM NTS — NOT TO SCALE OHE — OVERHEAD ELECTRIC OL — ON LINE 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 POC — POINT OF COMMENCEMENT PRC — POINT OF REVERSE CURVATURE PS — PARKING SPACES PSM — PROFESSIONAL SURVEYOR AND MAPPER PT — POINT OF TANGENCY PVC — PLASTIC PIPE R — CURVE RADIUS RCP — REINFORCED CONCRETE PIPE R/W — RIGHT OF WAY O — SANITARY MANHOLE SAN — SANITARY LINE SDO — SHOWN FOR DIRECTION ONLY SN — SIGN SWF — STOCK WIRE FENCE 00.00 — SPOT ELEVATION —SD— — STORM/DRAIN LINE O — STORM MANHOLE —T— — UNDERGROUND TELEPHONE — STORM INLET TB — TOP OF BANK TP — TRAFFIC POLE — TRAFFIC SIGN m— TRANSFORMER/JUNCTION BOX ® — TELEPHONE RISER IT sa — TRAFFIC SIGNAL BOX TSW — TRAFFIC SIGNAL WIRE ©v — CABLE TV RISER TYP — TYPICAL UE — UTILITY EASEMENT OUP — UTILITY POLE —W— WATER LINE WF — WOOD FENCE WS — WOOD SHED — WATER VALVE —0— — WATER METER ® — EASEMENT NUMBER ( Y/ ff/// fm f f of Orlaxwtdo Inc., LB 4475 2012 E. Ro bin,sorL St. Orlax7tdo, Florida, 32803 SHEET 5 OF 5 PHONE FAX (407) 894-6314 (407) 897-3777 ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. August Calendar w N 0 O_ N O O 3 3 r -n v m 0 0 D 70C a " x 3 xx tG m (D caD 41 0 O � 7 N S D) (� C a)p C7 0 3 O 3 _O CD O) (D 3 7 7 7�' CD O 0 X ( � pY N (� o O -h O C) �% CD v 0 (A�'' p O 0 3 v_ O 7 m CD O C .• �; C 3 'O go p o CD jx N <D X O 0) �' W O 7 CD.. (O .. CD O O ear w co CD O OUl 3 � � 10 C cn N r co N crn Cl) C/) co n� x 11 N 3 Cl N ! O N O N O N. O O -1 N O O OD D L O N O N I i W O 1 j co Q 1 i i O O O (p O Q i O i O CDO N , i W O O O W 6 O N O N W O O I O N W CDC) CS O ' N O i ♦/�\ Qo 90 �coC DD °3w3 'n � �D lD3 _n _ _n-o S Tvc�'oto-oD m-u D ai° -c� X D cnDD �'� 3°3��3CM CD CD m N - - � co N 3 u? 3. C- W n m a �, a y. C. 3 M CD �, �•cr w Ca v? 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