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HomeMy WebLinkAbout09-09-2008 Agenda Packet--- ..if-__ , Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) September 9, 2008 AGENDA I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held August 12, 2008 III. OLD BUSINESS IV. NEW BUSINESS A. Villa Roma 1. Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. September Calendar VI. ADJOURNMENT O:\P & Z\Agendas\2008\September 9, 2008 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 yJHI O &I Principal Planner Fabre NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 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 August 12, 2008 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, AUGUST 12, 2008 CALL TO ORDER Chairman Sills called the meeting to order at 7:09 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Sills, Members Campbell, Dillard, McKey, and West. Also present were City Attorney Palmer, Planning Director Wagner, Development Services Director Shadrix, Senior Planner Howell, Principal Planner Rumer, and Deputy City Clerk Sibbitt. ABSENT: Vice Chair Golden, Members Morris and Rhodus were absent excused. Member Conkling was absent unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, July 8, 2008. Member Campbell, seconded by Member McKey, moved to accept the Minutes of the July 8, 2008, Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS — None NEW BUSINESS HAMPTON INN OCOEE — LARGE SCALE PRELIMINARY/FINAL SITE PLAN Senior Planner Howell gave a brief presentation on the project and stated that the Large -Scale Preliminary/Final Site Plan proposes the construction of a 4-story Hampton Inn hotel that is 61,489 square feet in area. The proposed hotel will have 101 rooms, with on -site amenities including a swimming pool. The plan has been designed in accordance with all applicable requirements of the Land Development Code, except for those the applicant is seeking waivers from. In order to proceed with review of the Large -Scale Preliminary/Final Site Plan, the applicant has requested the following three waivers from the requirements of the Land Development Code: ➢ First Waiver - Table 5-2 in article V of the LDC permits a maximum building height of 45-feet in the C-3 (General Commercial) zoning district. The applicant has requested a waiver to permit a maximum height of 55-feet. Planning and Zoning Commission Regular Meeting August 12, 2008 The architectural elevations indicate a proposed maximum height of the building of 52.5-feet, with this height being on the main design feature on the front facade of the building. Section 5-5 (A) of the LDC permits a 10-percent increase for portions of the building that are not habitable. The design feature in question exceeds the 10-percent increase by 3-feet, thus the need for a height waiver. This waiver request is only for the main design feature on the front facade of the building. ➢ Second & Third Waiver — Section 6.10 B (4) (A) requires a 4:1 replacement ratio of all protected trees on a development site. Section 6.10 B (4) (D) requires: 1) replacement trees to be planted on site, 2) the donation of replacement trees, or 3) a fee paid to the City for the purpose of planting trees on public property for protected trees that are removed from a development site. The applicant has proposed the removal of five Live Oak trees on site, which are considered protected trees by the LDC. Based on the provisions on the LDC, each protected tree over 8-inches diameter breast height (dbh) that is proposed for removal is required to be replaced at a 4:1 ratio at the expense of the developer with a minimum size 2-inch dbh tree. According to staffs calculation, 20 trees with a minimum of 2-inch dbh would be required to be provided on site as replacement trees. The applicant conveyed to staff early in the review process that this waiver was being requested since the required replacement trees could not adequately be provided on site. A total of 122 new trees are being provided on site in accordance with the landscape requirements of the LDC. An examination of the landscape plan confirms that there appears to be no additional space remaining on site to provide the requisite replacement trees. Staff is recommending approval of all three waiver requests since the applicant has agreed to provide an upgraded architectural theme to the building that includes a stone veneer around the perimeter of the building. This improvement is above and beyond the architectural requirements of the LDC. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Large -Scale Preliminary/Final Site Plan for Hampton Inn Ocoee, and all three waiver requests subject to the 4 Planning and Zoning Commission Regular Meeting August 12, 2008 satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. DISCUSSION Member West inquired as to why this project was a large scale plan. Senior Planner Howell stated the Code requires that anything over 25,000-feet building area to be presented as a Large -Scale Plan. Member Campbell inquired if the architectural style would limit what else could go near there. Senior Planner Howell stated that is not necessarily the case since there are nationally recognized end -users that have upgraded architectural styles such as Texas Roadhouse. The Public Hearing was opened for Hampton Inn Ocoee Large -Scale Preliminary/Final Site Plan. J.D. Alsabbagh, Sycamore Engineer, announced to the Board that he agrees with the City and all the waivers. Member McKey inquired if the tree issue could be explained to him again. Senior Planner Howell briefly explained the tree requirements. Mr. Alsabbagh stated they tried to preserve as many trees as possible but they also had to evaluate safety issues such as fire trucks getting in. He further stated they will be providing extensive landscaping. The Public Hearing was closed for Hampton Inn Ocoee — Large -Scale Preliminary/Final Site Plan. Member Campbell, seconded by Member West, moved to recommend approval of the Large -Scale Preliminary/Final Site Plan for Hampton Inn Ocoee and all three waiver requests subiect to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission Motion carried unanimously. EAGLE CREEK OF OCOEE — PUD REZONING/LAND USE PLAN Senior Planner Howell gave a brief presentation which included a description of the proposed development and stated the applicant is proposing to rezone the property from R-1AA to Planned Unit Development (PUD) for the purpose of developing a residential community that combines townhomes and single-family detached homes in a Traditional Neighborhood Design that cannot be accomplished via the requirements of the LDC. Senior Planner Howell advised the board that the surrounding roadway networks surrounding the proposed development are over capacity and, as a result, the Planning and Zoning Commission Regular Meeting August 12, 2008 development has been determined not to be concurrent. Additional roadway improvements are necessary beyond those proposed by the developer in order to satisfy State mandated traffic concurrency requirements. The additional traffic mitigation roadway improvements identified by the developer include two turn lanes on Ocoee -Apopka Road that include a southbound left turn lane leading east onto Fullers cross Road, and a northbound right turn lane leading east onto Fullers Cross Road. These turn lanes have been estimated to cost $225,000. In addition to the necessary turn lanes, staff believes that the right turn lane at Lakewood Avenue is unnecessary. Since the developer has agreed to dedicate 20-feet of additional right-of-way beyond what is required per the existing 1999 Annexation Agreement, a $50,000 traffic mitigation credit has been proposed by staff. Based on this, it is staffs opinion that the $250,000 traffic concurrency mitigation contribution will help pay for the intersection improvements that will be necessary as a result of the impacts generated by the proposed development at Ocoee -Apopka Road and Fullers Cross Road. Staff has estimated the cost of the total required upgrades to the intersection at $500,000, The proposed upgrades will include left turn lanes on all four legs of the intersection and a traffic signal upgrade. If Eagle Creek does not commence construction within 3 years of the effective date of the Development Agreement, the developer will be required to make a cash contribution to the City in the amount of $250,000 to allow the city to undertake the required improvements. If the project commences construction within 3 years of the effective date of the Development Agreement, said improvements must be constructed by the developer. The City will contribute up to $250,000 in transportation impact fee credits to the upgrades. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the PUD Rezoning/Land Use Plan for Eagle Creek of Ocoee subject to the satisfaction of the outstanding staff comments, and any changes that were requested in the follow-up meeting to the DRC meeting being incorporated into the PUD Land Use Plan and/or the Development Agreement prior to the City Commission approval. Tracey Crowe, Land Design Innovations, Inc., stated she is happy to be able to share the design evolution of the project and briefly introduced her team. She further presented a PowerPoint with a 3-D animation of the proposed development. 4 Planning and Zoning Commission Regular Meeting August 12, 2008 Member West inquired if the community was going to be gated. Ms. Crowe stated it is not a gated community. DISCUSSION The Public Hearing was opened for Eagle Creek of Ocoee — PUD Rezoning/Land Use Plan. Member Campbell inquired about the Sewer Refunding Agreement and if there would be a septic system on all the homes. Senior Planner Howell stated they are still working on that with the City Engineer but the development would be on City sewer and not on septic. City Attorney Palmer briefly explained that the Sewer Refunding Agreement would provide for the developer to get reimbursed by future developments that tie into their line, since they are essentially paying for the installation of the line. Member West inquired as to where the sewer line would be coming from. Senior Planner Howell stated the City Engineer would have to answer that question and unfortunately he is not present. Carolyn Seifert, 1744 Crown Point Woods Circle, stated her home is just north of the terrible curve on Ocoee -Apopka Road and over the last eighteen years of living there they have witnessed greater than 12 serious accidents a year. She stated she feels the road will need to be improved before any further traffic is brought to that road. Ocoee High School has a big impact on that road. She stated another problem that they have experienced is a lot of brownouts, which leads her to believe that there is an electrical problem in that area. Ms. Seifert stated she knows this property has come up for development many times and knows that there was an arsenic problem with the land. The Public Hearing was closed for Eagle Creek of Ocoee — PUD Rezoning/Land Use Plan. Member McKey inquired about the arsenic problem. Senior Planner Howell stated the applicant has provided some information from an environmental assessment that says the arsenic will be cleaned up and remediated. Member McKey inquired about the curve in question. Senior Planner Howell stated they can contact the Renaissance Planning Group to provide a report on fatalities and so forth. Member West stated he is hoping that with the widening of West Road and the proposed improvements at the Fullers Cross Intersection it should help with the traffic and help the area. 5 Planning and Zoning Commission Regular Meeting August 12, 2008 Member McKey inquired from Ms. Carla Baker about the arsenic. Carla Baker, Chevron Land and Development Company, stated they will be cleaning up the arsenic contamination on the site to above State standards and wherever they put a home it will be on clean fill. She briefly explained the history of arsenic contamination in that area which was generated from farmers. Member Campbell inquired if that will be done before the first house goes up. Ms. Baker stated it is done in the first phase when dirt is moved. Chairman Sills stated at one time Ocoee -Apopka Road was proposed for widening and then it was put on the back burner. Planning Director Wagner stated that they have right-of-ways that they have currently acquired from several developers but they have to get little pieces from all developers before they can move forward to go to the County to work up a partnership. Right-of-ways are at least half of the cost of the project so it is huge that they are acquiring bits and pieces now. Member West, seconded by Member McKey, moved to recommend approval of the PUD Rezoninq/Land Use Plan for Eagle Creek of Ocoee subject to the satisfaction of the outstanding staff comments, and any changes that were requested in the follow-up meeting to the DRC meeting being incorporated into the PUD Land Use Plan and/or the Development Agreement prior to the Citv Commission action. Motion carried unanimously. 14" AMENDMENT TO CITY OF OCOEE/ORANGE COUNTY JOINT PLANNING AREA AGREEMENT Principal Planner Rumer gave a brief presentation on the project and stated that staff is proposing an amendment to the City of Ocoee/Orange County Joint Planning Area to expand the existing JPA boundary to include property known as Rose Hill. The JPA with Orange County essentially creates a boundary for further annexations and provides land uses for annexed land. The Rose Hill subdivision is comprised of three phases with 130 acres and has 374 single-family units. The proposed changes are three fold. First, the area of Rose Hill that includes Phases 1-3 are proposed to be added to the JPA. Second, the JPA Future Land Use Map will be revised to provide the designation of "Low Density Residential" to the additional lands. Lastly, changes to the text of the JPA Agreement are proposed. The changes to the agreement revise language dealing with annexations, infrastructure, and enclaves. The request for the annexation of Rose Hill subdivision into Ocoee City limits was brought to staff in 2007 by the Phase 3 HOA President and Vice President. STAFF RECOMMENDATION 6 Planning and Zoning Commission Regular Meeting August 12, 2008 Staff respectfully recommends that the Planning and Zoning Commission/Local Planning Agency recommend approval of the proposed 14th Amendment to the Joint Planning Area Agreement between the City of Ocoee and Orange County providing for amendments to the JPA Boundary by adding in the area known as Rose Hill phases 1-3 and amending the JPA Land Use Map. DISCUSSION Member McKey inquired who would assume the fire protection. Principal Planner Rumer stated under the JPA the fire protection would be under the current Joint Agreement but once they are annexed it would be the City of Ocoee. Member McKey further inquired about sewer and water. Principal Planner Rumer stated this property is not located in the City's sewer/utility boundary so they would not be connecting to City water or sewer. Chairman Sills inquired if some of the homes were on septic. Principal Planner Rumer stated the subdivision has water service from Orange County and some are on septic. Member West inquired what the advantage to Rose Hill and the City is if they annexed since they are not switching them onto City water/sewer. Principal Planner Rumer stated he could not answer on behalf of the City and the issue before them tonight is not to annex but to amend the JPA. The Public Hearing was opened for the 14th Amendment to City of Ocoee/Orange County Joint Planning Area Agreement. Shawn Jensen, 1040 Yellow Rose Drive, stated he is President of the Rose Hill HOA for Phase I and according to the letter they received the discussion at tonight's meeting was to include possible action regarding certain properties of Rose Hill into the Joint Planning Agreement. He further stated he would like for it to be clearly understood that while from a map or Arial view Rose Hill may seem like a single subdivision; they in fact are not a unified group and each phase has their own HOA. Mr. Jensen respectfully announced to the board that Phase I objects to being included in the JPA and are opposed to annexation. They see no value or benefit of the annexation of Phase I into the City of Ocoee. Mr. Jensen presented a petition and further explained objection to being annexed. Bruce Fraser, 957 Yellow Rose Drive, stated he moved into Rose Hill in 1985 and in the 23 years he has lived in Rose Hill he has been satisfied with the service he has received from Orange County and does not see any advantage in coming into Ocoee. He briefly summarized his objection and respectfully requested denial of being annexed into the Ocoee City limits. Nancy Berube, 8937 Rose Hill Drive, stated she had received the letter regarding the JPA and in the very 1st paragraph it mentioned annexation. Ms. Berube 7 Planning and Zoning Commission Regular Meeting August 12, 2008 briefly summarized her objection and stated that she too sees no benefit to becoming part of Ocoee and feels the City should continue with Phase II & III since they have shown interest. Anthony Adams, 9111 Pristine Circle, stated he is HOA President of Phase III of Rose Hill and it was their Phase that sought out the annexation from the City. He briefly summarized his efforts in the possibility of annexing Rose Hill into Ocoee City limits. He stated for over a year they have been passing around information about coming into Ocoee and the majority of the residents do agree. Tim Swope, 9166 Pristine Circle, stated he is the HOA Secretary of Phase III and they put together a volunteer committee who put together a vote and went door-to- door to collect approval for annexation into Ocoee. He briefly stated they did not direct anyone to vote in favor of the annexation. Mr. Swope stated that he feels they would get better service from the City of Ocoee and feels it was a fair process in getting the approval from residents of Phase III. Evelyn Marks, 1016 Red Dandy Drive, stated she lives in Phase II and has lived in her home for 19 years. She further stated she has never heard of any of the reasons as to why Rose Hill would like to annex into Ocoee and she does not know how this move will benefit her. Kevin Gilbert, 9131 Mr. Lincoln Court, stated he is President of Phase II of Rose Hill and he has heard some people say that they have not spoken of annexation before. At their annual meetings they have spoken about the annexation but unfortunately their meetings only consist of 4-5 people. They have sent out packets as well as ballots regarding this issue. He further stated if the residents of Phase II did not answer their mail or door then it is possible they do not know what was going on. Mr. Gilbert stated out of 129 homes they had approximately 87 homes in favor of the annexation and his job as president is to go toward the direction the residents would like to go. Member West stated they are beating a dead horse tonight because all they are doing tonight is approving the amendment to the JPA. Tonight's meeting has nothing to do with annexation at this time. Commissioner Anderson explained to the residents that if they decide to annex they would be in his district. He stated that the only thing that is being presented tonight is putting Rose Hill Phase II and Phase III into the JPA, which does not have anything to do with annexing. He briefly summarized the benefits of being in the City limits versus being in Orange County. 8 Planning and Zoning Commission Regular Meeting August 12, 2008 Jeanne Bellochi, 9126 Queen Elizabeth Court, stated that Phase II & III has worked very hard to try to bring Phase I on board with the annexation. She further stated even though there are three phases she feels they are one community. She would not like to see the subdivision pulled apart over this and feels it's important to be more proactive with the community meetings. The Public Hearing was closed for the le Amendment to City of Ocoee/Orange County Joint Planning Area Agreement. of the proposea 74 Hmenarrlerll U1 L11V ✓w11L r-Id/I11111L rvca r,yiccI�lcni ucLvvccII Ullu City of Ocoee and Orange Countyproviding for amendments to the JPA Boundary by adding in the area known as Rose Hill phases 1-3 and amending the JPA Land Use Map Motion carried 4-1 with Member McKey opposing. MISCELLANEOUS — No discussion. ADJOURNMENT The meeting adjourned at 8:47 p.m. Attest: Melanie Sibbitt, Deputy City Clerk 9 APPROVED: Jim Sills, Chairman ITEM NUMBER IV. A. VILLA ROMA 1. Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planne THROUGH: Craig Shadrix, Development Services Director DATE: September 3, 2008 SUBJECT: Villa Roma - Final Subdivision Plan Project # LS-2008-003 Commission District # 4 — Joel F. Keller ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Villa Roma? BACKGROUND: The Villa Roma is a townhome development that is situated in. the existing Prairie Lake PUD Track "G". Specifically, the property is located on the southwest corner Hackney Prairie Road and Clarke Road and is approximately 21.13 acres in size. The subject site is currently undeveloped with a variety of trees, wetlands and 100-year floodplain areas. A significant portion of this site utilizes land within the 100-year floodplain per the approved PUD. The existing land use to the east is single family residential & townhome (Westchester & Wentworth) developments zoned Medium Density PUD; to the south, there is a townhome/single-family (Reserve at Meadow Lake) residential development currently being developed which is zoned Medium Density PUD. To the north is an unincorporated parcel (+/- 36 acres) which is heavily treed and currently undeveloped, zoned (Orange County) A-1. Lake Meadow and its associated wetlands are on the property's western boundary. Additionally, a water retention pond owned by the City is situated west and adjacent to the subject property. Currently, it is being utilized for stormwater abatement for Clarke Road. The Future Land Use designation for the subject site is "Medium Density Residential" which allows up to 8 dwelling units per acre. The surrounding future land uses are "Low Density Residential" to the north and "Medium Density Residential" to the east. To the south and west there is a "Conservation/Floodplains" future land use designation that is mostly associated with the Lake Meadow basin. On November 6, 2007, the City Commission reviewed and approved the Preliminary Subdivision Plan (PSP) for Villa Roma. The Final Subdivision Plan as proposed is consistent with the Preliminary Subdivision Plan. The Planning and Zoning Commission Meeting Date September 9, 2008 Page 2 of 2 DISCUSSION: The Villa Roma project will be developed as a private, gated townhome community with fee simple ownership of the units. The Preliminary Subdivision Plan proposes a total of 52 townhome units on approximately 21.13 acres. Consistent with City policy, the wetlands (Tract "E") approximately 6.39 acres will not be developed and will ultimately be dedicated to the City. The proposed amenity package consists of a swimming pool, pool cabana, tot -lot and off-street visitor's parking. The townhome lots will be approximately 23-feet wide by 100 feet in depth. The townhome units have been designed to allow one car to park in the driveway and one car to park in the garage. The rest of the required parking spaces will be provided within off-street parking bays. As shown on the Final Subdivision Plan, Villa Roma 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 emergency exit only gate. The plans also indicate that 25 feet of road right-of-way will be dedicated on the north side. This new right- of-way will be utilized for a Hackney Prairie Road extension, access into the subject site and future access to the property to the north. This Hackney Prairie/Clarke Road intersection is projected in the future to be a signalized intersection. There will be a 6-foot high brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Clarke Road and westward along the new right-of-way of Hackney Prairie Road. The applicant will be dedicating a 10 foot wide recreational trail along the northern property line in order to have access to the lake and an 8 feet wide sidewalk along the project frontage. The major off -site improvement proposed for the project is a northbound left turn lane on Clarke Road for traffic entering into the site and a southbound turn lane (stripping only) to better facilitate traffic entering Westchester residential development. The City is being requested to venture with the applicant concerning the City's owned water retention pond property. This would be consistent with the original PUD approval and associated Development Agreement. Essentially, a portion of the proposed development encroaches on the City owned pond property. The City will ultimately grant an ingress/egress and utility easement to the HOA for utilization over the City -owned property. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Villa Roma Final Subdivision Plan on August 27, 2008. There were several minor technical issues to be addressed from the Engineering Department and the City Attorney's Office that were identified in written staff comments and presented verbally. All of the 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 Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting before the Ocoee Planning & Zoning Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Villa Roma Final Subdivision Plan date stamped received by the City on July 28, 2008. Attachments: Location Map; Future Land Use Map; Aerial Map; Zoning Map; Villa Roma Final Subdivision Plan, date stamped July 28, 2008. —0) —C? ry L� C� L-L a) ry ti E M CD a) E It Ce) M 0 :5 co o6 E 0 ID ta=) a) 0 E 0 o0 D- 2�, 2�2� , , E ':03 —a) a) E E 0 'o 0 0 0 a- w E m LL u to w CL (2) d, d) a) a) 3- -T au), -C a) a) a) a) 00 CU a) — E c E 3: -C d) R3 :5 — .2) -0 _le_ 0 0 a) (D m c c 0 a) a) 0 0 2) C: (D W o6 (D C) -j 5 U) 0) (D U) U) (T) 05 0 5 Z C) 'al milli POWER PROGRESS ENERGY 452 E. CROWN POINT RD. WINTER GARDEN, FL 34787 CONTACT: JEFF ZAHARIS (407) 905-3303 GAS LAKE APOPKA NATURAL GAS 1320 S. VINELAND RD. MAILING P.O. BOX 783007 WINTER GARDEN, FL 34778-3007 CONTACT: JOHN FRAVELL (407) 656-2734 WATER SERVICE CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FL 34761 CONTACT: DAVID A. WHEELER, P.E. (407) 905-3100 Service Providers SEWER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FL 34761 CONTACT: DAVID A. WHEELER, P.E. (407) 905-3100 TELEPHONE SPRINT ENGINEERING DEPARTMENT P.O. BOX 110339 WINTER GARDEN, FL 34777 CONTACT: CHRIS LOVE (407) 814-5271 CABLE SERVICE BRIGHTHOUSE 844 MAGUIRE ROAD OCOEE, FL 34761 CONTACT: MARVIN USRY (407) 532-8509 STORM WATER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FL 34761 CONTACT: DAVID A. WHEELER, P.E. (407) 905-3100 REUSE WATER SERVICE FIRE SERVICE CITY OF OCOEE CITY OF OCOEE FIRE DEPARTMENT 150 NORTH LAKESHORE DRIVE 563 S. BLUEFORD AVE. OCOEE, FL 34761 OCOEE, FL 34761 CONTACT: DAVID A. WHEELER, P.E. CONTACT: BUTCH STANLEY (407) 905-3100 (407) 905-3140 VILLA R OCOEE7 I M LIA wAeAwA476M6 I 016=616=ln 100 CITY OF _ ' I ---tFLORIDA MARCH 2008 Pro iect Tec PRJ, LLC Major Incorporated P.O. BOX 1186 of Orange County OCOEE, FLORIDA 34761 Michael A. Studney, P.E. Phone: 407-654-0999 Chad S. Linn, P.E. Fax: 407-654-1274 P.O. Box 140024 Email: empark@msn.com Orlando, FL 32814-0024 Phone: 407-252-6433 Fax: 407-661-1157 m N.T.S. Land Survevor: MIMS Surveying & Mapping, INC. - LB7076 Contact: Dan Mims 8238 Fort Thomas Way Orlando, FL 32822 Phone: 407-275-6691 Fax: 407-275-5581 Email: wmims1@cfl.rr.com Landscape. Architect: Arch itect: Aloha Pacifica, LLC John D. Youngman Greg A. Reynolds, RLA Architect AR9601 200 North Denning Dr., Suite 9 370 Center Pointe Circle, Suite 1130 Winter Park, FL 32789 Altamonte Springs, FL 32701 Phone: 407-691-0002 Phone: 407-834-7830 Fax: 407-691-0008 Fax:: 407-834-2047 EMAIL: alohapacificallc@eorthlink.net Email: joungman@emerson—us.com SHEET NO. 1 of 38 2 of 38 3 of 38 4 of 38 5 of 38 6 of 38 7-8 of 38 9 of 38 10-11of 38 12 of 38 13-14 of 15-16 of 17 of 38 18-19 of 20 of 38 21-22 —23 24 of 38 25-26 of 27 of 38 28 of 38 29-30 of 31 of 38 32 of 38 33-34 of 35-36 of 37 of 38 38 of 38 SECTION 4 Al TOWNSHIP 22 RANGE 28 If; WSJ of 38 w w:l C1 C2 C2A C3 C4 C4A C5A—05B C6 C7—C8 C9 C10—Cl1 C12—C13 C14 C15—C16 C17 C18—C20 R1 RT-1-2 SWPPP-1 SWPPP-2 EL-1-2 EL-3 L1 L2-L3 L4-L5 LP S1 N T, -COVER SHEET CONDITIONS OF APPROVAL GENERAL NOTES TRACT PLAN EXISTING_ CONDITIONS AERIAL OVERLAY TREE REMOVAL PLAN OVERALL GEOMETRY PLAN SITE DIMENSION PLAN STRIPING PLAN PAVING, GRADING AND DRAINAGE PLAN UTILITY PLAN OFFSITE ROAD IMPROVEMENTS CONSTRUCTION DETAILS SECTION DETAILS PLAN AND PROFILES ROADWAY PLAN RETAINING WALL AND SCREEN WALL DETAILS STORMWATER POLUTION PREVENTION NOTES STORMWATER POLUTION PREVENTION PLAN TOWN HOME ELEVATION POOL CABANA ELEVATION HADSCAPE ELEVATIONS PLAN LANDSCAPE PLANS IRRIGATION PLANS PHOTOMETRIC PLAN SURVEY REVISED PER CITY OF OCOEE COMMENTS — 7125108 & DETAILS zLL% 0�MA, VRC Michael A. Studney, P.E. FI. Reg No. 58187 ENGINEER'S PROJECT NO.: 049100026 VILLA ROMA 1) THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUES, 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 SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2) NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE OCOEE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 3) ALL BUILDING PAD ELEVATION SHALL EXCEED THE 100—YEAR FLOOD ELEVATION BY A MINIMUM OF TWO FEET. 4) DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATIONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 5) ALL WALL AND, LANDSCAPE EASEMENTS AND TRACTS SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 6) ALL UTILITIES INCLUDING ELECTRICAL, CABLE, AND TELEPHONE AND INCLUDING ON —SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 7) FACILITIES WITHIN THE PARK SITE (TRACT "D") SHALL BE TOT LOT, COMMUNITY MEETING ROOM, AND SWIMMING POOL. 8) ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALL, LANDSCAPING AND SIDEWALK ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE CORRESPONDING PHASES. 9) THE SUBDIVISION PLAT SHALL PROVIDE THAT ALL SUBDIVISION LOTS FOR MULTI —FAMILY DWELLING UNITS SHALL NOT HAVE DIRECT VEHICULAR ACCESS TO CLARKE ROAD. 10)THE WALL AND LANDSCAPE BUFFER AREA TRACTS ALONG CLARKE ROAD SHALL HAVE SHADE TREES PLANTED EVERY 50 FEET AND SHRUBS PLANTED ALONG AT LEAST 25% OF THE LENGTH OF THE WALL. THE WALL AND TREES SHALL BE PLACED AT LEAST 5 FEET BACK FROM THE ROAD RIGHT OF WAY. 11) THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL PLAN. 12)A PERPETUAL, NON—EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FROM WITH RESPECT TO THE FOREGOING. 13)ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS AND DEEDS CONVEYING PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATION SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL AND SHALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCH INSTRUMENT. 14) ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE. 15) A HOMEOWNER'S ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE NOTED. 16) ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, GREENHOUSES, BILLBOARDS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 17)THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHT—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, 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 PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 18) THE DEVELOPER SHALL COMPLY WITH SECTION 6-9 OF THE OCOEE LAND DEVELOPMENT CODE REGARDING COMMUNITY MEETING ROOMS REQUIREMENTS FOR RESIDENTIAL SUBDIVISIONS. 19) STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMON AREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION'S AT THE DEVELOPER'S EXPENSE AND THE COST TO THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH SECTION 6-8(D) OF THE OCOEE LAND DEVELOPMENT CODE. IF APPLICABLE, THE DEVELOPER AND THE PROPERTY OWNERS ASSOCIATION WILL BE REQUIRED TO COMPLETE AND EXECUTE A CITY OF OCOEE DEVELOPERS AND HOMEOWNERS ASSOCIATION AGREEMENT FOR UPGRADED STREET LIGHTS, AS FOUND IN THE OCOEE LAND DEVELOPMENT CODE, FORM 12. 20)PURSUANT TO SECTION 4-4(G) (7) OF THE OCOEE LAND DEVELOPMENT CODE ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITHOUT THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 21)ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 30 FEET FROM TOP OF BANK. 22)ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION OR THE CITY SHALL BE CONVEYED TO THE PROPERTY OWNERS ASSOCIATION OR THE CITY BY WARRANTY DEED AT THE TIME OF PLATTING. 23)ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: i) PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. ii) PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE STORMWATER MANAGEMENT SYSTEM ("SWMS") AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (II) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. iii) THE PROPERTY OWNERS ASSOCIATION IS DESIGNED 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) PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. v) PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS 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 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 FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. vi) PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. vii) PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. viii)THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. ix) NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION, OR AN PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS (i) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUES BY BOTH THE CITY AN ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), (ii) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE PROPERTY OWNERS ASSOCIATION, (iii) THE PROPERTY OWNERS ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD, (iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TOT THE SWMS, AND (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE PROPERTY OWNERS ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE PROPERTY OWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE OF THE SWMS. II 24)UNLESS f; THERWISE NOTED, A 5' UTILITY AND DRAINAGE 'EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT—OF—WAY; SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 25)ALL UNDERGROUND UTILITIES SHALL COMPLY WITH SECTION 6-8(C) OF THE OCOEE LAND DEVELOPMENT CODE, WHICH REQUIRES PEDESTAL —MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT—OF—WAY LINE. 26)UNLESS OTHERWISE NOTED ALL DRAINAGE, UTI �I ITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOMEOWNER'S ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. THE DRAINAGE AND UTILITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 27)EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKERS SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LAND CLOSEST TO EACH HYDRANT. 28)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 MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE TREES ON SITE. 29)EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG 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. 30) a) ALL MULTIFAMILY RESIDENTIAL BUILDINGS COMPOSED OF THREE OR MORE DWELLING UNITS, REGARDLESS OF SQUARE FOOTAGE OR NUMBER OF STORIES, WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS. b) THE PROJECTS WILL BE DEVELOPED IN ONE PHASE. c) WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO THE CITY OF OCOEE. d) THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES, FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS AS ISSUED FOR THOSE LOTS. e) REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT—OF—WAY ANDI RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. f) IN ORDER TO INSURE 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 PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. g) THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. h) RECLAIMED WATER WILL BE USED FOR IRRIGATION PURPOSES. A MASTER IRRIGATION SYSTEM WILL BE INSTALLED TO SERVICE ALL COMMON AREAS AND RESIDENTIAL LOTS. THIS MASTER SYSTEM WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. i) ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT OR WITHIN THE R—O—W AND WILL BE CONSTRUCTED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. j) A PROPERTY OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPEARANCE FREE OF REFUSE AND DEBRIS. k) ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 1) PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. m) THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES, AND STRUCTURES, TOGETHER WITH TRACTS B (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. n) 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. o) ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. p) FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT SUBMITTAL. q) ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. r) OPEN SPACE BETWEEN TOWNHOUSE UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. s) THE DEVELOPMENT WILL COMPLY WITH SECTION 6-15 OF THE OCOEE LAND DEVELOPMENT CODE REGARDING MULTI —FAMILY DEVELOPMENT STANDARDS. t) ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: i. PROVISION PROVIDING THAT SHORT TERM RENTAL (RENTAL TERM LESS THAN 6 MONTHS) SHALL BE PROHIBITED AND PROVIDING THAT THIS PROVISION MAY BE ENFORCED BY THE CITY. ii. PROVISION REQUIRING THAT GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE PRIVATE STREETS, EXCEPT IN DESIGNATED OFF—STREET PARKING SPACES. iii. PROVISION PROHIBITING RV AND BOAT PARKING WITHIN THE SUBDIVISION. iv. PROVISION REQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE THEY SHALL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. v. PROVISION REQUIRING A 6' PRIVACY FENCE ON ALL THREE SIDES OF ANY LOT WITH AN ACCESSORY STRUCTURE, PER SECTION 5-6 B OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. vi. PROVISION REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN CERTAIN REAR YARDS. vii. PROVISION REQUIRING THAT TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT AND THAT NO DUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL viii.PREVISION REQUIRING ALL LOTS WITH FENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. U. THE FOLLOWING OFF —SITE IMPROVEMENTS WILL BE CONSTRUCTED BY THE DEVELOPER IN THE FIRST PHASE AND WILL CONSIST OF THE R—O—W OF CLARKE ROAD ON THE WEST SIDED TO BE FILLED TO THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS AND CONSTRUCTION OF TURN LANES ON CLARK ROAD. 31)ALL INTEGRAL STREETS, DRIVES AND PARKING AREAS SHALL BE DESIGNED WITH FDOT TYPE "D" CURB TO PROTECT LANDSCAPE AREAS. 32)ALL OUTSIDE ELECTRTICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF MOUNTED ON BUILDING, THEN THE SAME COLOR OF THE BUILDING WILL APPLY. 33) a) THE PROJECT IS TO BE DEVELOPED AS A PRIVATE GATED COMMUNITY AND SHALL COMPLY WITH ALL APPLICABLE ORANGE COUNTY ORDINANCES AND RESOLUTIONS WITH RESPECT TO GATED COMMUNITIES, INCLUDING BUT NOT LIMITED TO ARTICLE VIII, CHAPTER 34 OF THE ORANGE COUNTY CODE, AS WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT MAY BE ENACTED THERETO. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. IN THE EVENT THAT THE CITY ADOPTS AN ORDINANCE REGARDING GATED COMMUNITIES PRIOR TO PLAT APPROVAL FOR THIS PROJECT, THEN THE PROJECT SHALL COMPLY WITH THIS ADOPTED ORDINANCE. b) THE PROJECT IS A PRIVATE COMMUNITY WITH A MANDATORY HOMEOWNERS ASSOCIATION OWNING AND MAINTAINING THE PRIVATE STREETS AND DRAINAGE FACILITIES. PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT WILL BE GRANTED TO ALL UTILITY SUPPLIERS FOR INGRESS AND EGRESS OVER THE PRIVATE STREET TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES AND TO THE CITY OF OCOEE LAW ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. c) TRACT "A", ACCESS ROAD THROUGH THE PROPERTY, IS A PRIVATE ROAD OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION, WITH ACCESS AND UTILITY EASEMENTS GRANTED TO THE CITY OF OCOEE. 34. The portion of the City owned retention pond not needed by the City and being used by the Developer as shown on the plan will be designated as a separate Tract on the final subdivision plan and will be conveyed by the City to the Developer or the Homeowner Association at the time of platting. The exact boundary line of the land to be conveyed by the City will be subject to the approval of the City as part of the final subdivision plan approval. 35. The City owned retention pond tract and access road (less the portion to be conveyed to the Developer or homeowner association) 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 and utility 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. 36. The reuse irrigation pump will be provided by the Developor and installed by the contractor and owned and maintained by the City of Ocoee. 00 o w LO Q cn z 0 cn > w 5 r W w z Q � z I— z w z w U� Q J III o d LLJ —0z of 00 Ln J W � Q = Q 0 N �, 0 U _ 0 o L, o W 0 z (n Q w � vn 0 m 0 w z _ Q 0 m z Ln _2 >- m 0 w Li(n U W 0 0 U J Q 0 n n U_ 0 a • w w O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C2 2 of 38 GENERAL NOTES: PAVING AND GRADING NOTES: I. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE 11. SANITARY SEWER MAINS SHAD. HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST WATER SYSTEM NOTES: FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TiME OF EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER, THE 18 INCHES ABOVE THE MAIN LINES. PREPARATION OF THESE PLANS. THE EXSITiNG UTILITY INFORMATION SHOWN IS BASED ON THE OWNERS ENGINEERS, OR OWNERS SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE ��//�//�//, /'- /,>/ - / ,,-,,�/�.7Z-7 BOUNDARY SURVEY PROVIDED BY CUMMINS SURVEYING AND MAPPING. ALL EXISTING UTILITIES HAVE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OOVER. EXCAVATED AREAS ARE TO 12 FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES SANITARY GRAVITY SEWER OR ' MINIMUM BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AREAS OF INTEREST. BE BACKFIUED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. ABOVE THE WATER MAIN. SANITARY FORCE MAIN 6' MINIMUM 2. PRIOR TO THE INI11AilON OF SITE CON5IRUCTiON, THE CONTRACTOR SHAH VERIFY ANY EXISTING CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING UTILITIES INCLUDING GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND DELETERIOUS MATERIAL FROM THE SITE. 13. ON SITE WASTEWATER COLLECTION SYSTEM AND PUMP STATION IS PRIVATELY OWNED AND MAINTAINED. STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY. 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE 14. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE WATER MAIN 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE EXISTING FACILITIES, ABOVE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. OR BELOW GROUND, THAT MAY OCCUR A5 A RESULT OF THE WORK PERFORMED, BY THE 1. A MINIMUM HORIZONTAL SEPARATION OF SIX (6) FEET [TEN (10) FEET PREFERRED] OUTSIDE TO OUTSIDE SHALL BE MAINTAINED CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHAD_ CONSIST BETWEEN WATER MAINS AND SANITARY GRAVITY SEWER OR SANITARY FORCE MAINS. OF MATERIAL SPECIFIED BYTHE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND AND COMPACTED ACCORDING TO THESE PLANS. TESTING AND INSPECTION REQUIREMENTS (SANITARY 2. A MINIMUM HORIZONTAL SEPARATION OF THREE (3) FEET OUTSIDE TO OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAINS AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. STORM SEWERS OR RECLAIMED WATER LINES CARRYING UNRESTRICTED PUBLIC ACCESS REUSE WATER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S INSPECTIONS ACCORDING TO AGENCY INSTRUCTiON/REQUIREMENTS. UNLESS OTHERWISE NOTED. ENGINEER AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT HOURS IN ADVANCE TO SCHEDULE INSPNSPEC(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR \// / /\// / / / / / / / COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) Of THE PROPOSED GRAVITY SEWER LINE /` �` �` /` /` /` /` / TO THE OWNER'S ENGINEER FOR APPROVAL FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE 3' MINIMUM MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PRIOR TO ANY ELEVATION CHANGES. ENGINEER, THE OWNER AND THE APPLICABLE MUNIgPAUTY%A(;EF1CY. WATER MAIN 6. ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER, etc.) ARE TO BE INSTALLED WITHIN 6. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW 2 THE CONTRACTOR SHALL PERFORM AN INFlLTRAliON/EXFlLTRATON TEST ON ALL GRAVITY 5' OF BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. PAVEMENT MEETS EXISTING PAVEMENT. SEWERS IN ACCORDANCE NTH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO SANITARY SEWER, BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR STORM SEWER, OR 6' MINIMUM 7. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. APPROVAL THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE RECLAIMED WATER 12' PREFERED NECESSARY RELOCATiON(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE REFER TO THE LATEST EDITION OF F.D.O.T. 'ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR CONTRACTOR'S RESPONSIBILITY. LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES. DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 8. Si B. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED 3. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 3. IN AREAS WHERE IT 15 NOT PRACTICAL TO MAINTAIN THE REQUIRED SEPARATION, THE WATER MAIN MUST 8E LAID IN A SEPARATE JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL A. THE LEAKAGE EXFTLTRATiON OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY GRAVITY SEWER, STORM SEWER OR REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE 9. CONTRACTOR TO PROVIDE A 1 2° TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER B. EXALTRATiON OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF RECLAIMED WATER LINE AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX (6) INCHES ABOVE THE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF AT .CONTENT CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED 2 FEET. TOP OF THE OTHER LINE. HIS/HER PERSONNEL. )I C. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM 10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC 4. IF THE MINIMUM ALLOWABLE SIX (6) FOOT HORIZONTAL SEPARATION OR SIX (6) INCHES VERTICAL SEPARATION IN A SEPARATE B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. #17346 PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. TRENCH CANNOT BE MAINTAINED. UPGRADE THE WATER MAIN TO DUCTILE IRON IF THE OTHER LINE IS A STORM SEWER. 11. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS 5. IF THE NON -CONFORMING LINE IS A GRAVITY SANITARY SEWER, AND SIX (6) FOOT HORIZONTAL SEPARATION OR SIX (6) INCHES C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF 'THE STATE OF ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION TESTS FOR ALL FLEXIBLE PIPE. NESTING IS VERTICAL SEPARATION IN A SEPARATE TRENCH CANNOT BE MAINTAINED. UPGRADE THE GRAVITY SANITARY SEWER (IF BEING NEWLY FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT INSTALLED) TO AWWA C-900, D.R. 18 PVC AND HYDROSTATICALLY TEST IT TO 150 PSI, CONSTRUCTION, MAINTENANCE AND UTILITY OPERAliONS' SHALL BE FOLLOWED IN THE DESIGN, CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, IRRIGATION REQUIREMENTS. A. NO PIPE SHALL EXCEED A DEFLECTION Of 5%. 6. IF THE OTHER LINE IS A RECLAIMED WATER LINE AND THE ABOVE SEPARATION REQUIREMENTS ARE NOT MET, UPGRADE THE WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION B. USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS RECLAIMED WATER LINE MATERIAL TO DUCTILE IRON OR ENCASED THE PIPE IN CONCRETE, PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. 12. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, CONDITION THAN EXISTING PRIOR TO START OF CONSTRUCTION. DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE 7. DEVIATIONS AND OTHER ALTERNATIVES SHALL BE CONSIDERED ON CASE -BY -CASE BASIS AND MUST RECEIVE SPECIFIC APPROVAL D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. BY D.E.P. PRIOR TO IMPLEMENTATION. FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT 13. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 8. THERE SHALL BE AT LEAST A SIX (6) FOOT SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS WITHOUT E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE 'TRENCH SAFETY ACT". THE 14. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL EXCEPTION. FIELD PROBLEMS SHALL BE REPORTED TO THE ENGINEER. SPECIAL SOLUTIONS MUST BE ACCEPTED BY D.E.P. PRIOR TO CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN BE REPLACED UPON COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR. 5. CONTRACTOR TO INSPECT do TEST MANHOLE FOR WATERTIGHTNESS OR DAMAGE PRIOR TO IMPLEMENTATION. PLACING INTO SERVICE. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, SHALL COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS MALL BE GRADED TO DRAIN AWAY CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 9. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE OR STORM SEWERR IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL FROM THE BUILDINGS. STRUCTURE. APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL TESTING AND INSPECTION REQUIREMENTS (PAVING/GRADING) INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN "ON -SITE PIPING PERMIT" 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS WATER MAIN (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK CROSSING HAZARD C7 THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STALING 12' MINIMUM F NIMUMA DULY LICENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PRIOR TO THE THAT ALL REQUIREMENTS HAVE BEEN MET CROSSING HAZARD REFERED) 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, WATER MAIN2, A QUALIFIED TESi1NG LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE 0: - ___ 11 6 10. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION COMPLIANCE OF THE IN -PLACE MATERIALS AS REQUIRED BY THESE PLANS, THE VARIOUS AGENCIES T BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND PERMIT CONDITIONS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. 10. A MINIMUM OF VERTICAL SEPARATION OF SIX (6) INCHES [TWELVE (12) INCHES PREFERRED] OUTSIDE TO OUTSIDE SHALL BE CONSTRUCTION PURPOSES. 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 11. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST STORM DRAINAGE SYSTEM NOTES: REVISION. 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 12. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. 'ROADWAY AND TRAFFIC DESIGN PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF AND SURFACE CONSTRUCTION. STANDARDS.' 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 ON THE 13, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER 2, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. MAIN. COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. HIS/HER ACTIVITIES ACCORDINGLY. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM 3, PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WiTH THE POINT OF CROSSING (Le. PIPES CENTERED ON THE CROSSING). 14. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFILLED THE EXCEPTION OF MITERED END AND FLARED END SECTIONS, WHICH ARE NOT INCLUDED IN LENGTHS. WITH GRANULAR MATERIAL IN TWELVE INCH (12') LAYERS AND COMPACTED TO NINETY EIGHT 11. WHEN THERE IS LESS THAN 6' VERTICAL CLEARANCE BETWEEN THE WATER MAIN AND STORM SEWER. THE WATER MAIN SHALL PERCENT 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL BE BE UPGRADED TO DUCi1LE IRON. ONE FULL LENGTH OF PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. c (98 %) MAXIMUM DENSITY AS DETERMINED BY AASHTO T-19 OR T-238. TRAFFIC RATED FOR H-20 LOADINGS. THE CONTRACTOR MALL BE RESPONSIBLE FOR ANY 12 IF THE NON -CONFORMING LINE IS A SANITARY GRAVITY SEWER WHERE THERE IS LESS THAN SIX (6) INCHES VERi1CAL CLEARANCE NECESSARY UPGRADES TO EXISTING DRAINAGE STRUCTURES. FROM THE WATER MAIN, UPGRADE THE SANITARY GRAVITY SEWER TO AWWA C-90 D.R. 18 PVC AND HYDROSTATICALLY TEST IT 1>] aD 5. CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL 150 PSI. PIPE SHALL BE LOCATED SO THAT JOINTS ARE AS FAR AS POSSIBLE FROM EACH OTHER. L_ :BACK 7ATND STORM STRUCTURES (INLET/MANHOLES WITHIN ROADWAY TO 3' DISTURBED AREAS STABILIZED IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR [INWITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR TO ANY OF THE FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF 13. IF THE OTHER LINE IS A RECLAIMED WATER LINE AND THE ABOVE MINIMUM SEPARATION IS NOT MET, UPGRADE THE RECLAIMED �, PER AASHTO-180 (MODIFIED) IS REQUIRED. INTENDED USE OF THE INFRASTRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF WATER LINE MATERIAL TO DUCTILE IRON OR ENCASE THE PIPE IN CONCRETE. THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY. 14. SPECIAL STRUCTURAL SUPPORT OR CONCRETE SADDLES MAY BE NECESSARY AT THE CROSSING LOCATION. ° CLEARING AND SITE PREPARATION NOTES: 6. NON -MUCK CITY. SOD WILL BE UTILIZED FOR STABILIZATION A THE PROPOSED STOINTO THE 15. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE CROSSING HAZARD. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, RETENTION FACILITY: MUCK-GIROWN SOD MAY IMPEDE THE PERCOLATION OF RUNOFF INTO THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE tROSi(NJ GSTORMWATERillIS NOT EC O M QED FOR THE STABILIZATION OF R 1ION OND BO OM THE MINIMUM VERTICAL SEPARATION IS TWELVE (12) INCHES. CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR PIPE J(XNTS ARE TO BE WRAPPED WW1H FILTER FABRIC.DEMOLITION. REFER TO THE "EROSION CONTROL NOTES' SECTION CONTAINED HEREIN FOR ADDITIONAL 16. DEVIATIONS AND OTHER ALTERNATIVES MALL BE CONSIDERED ON CASE- BY -CASE BASIS AND MUST RECEIVE SPECIFIC EREQUIREMENTS. RM STRUCTURES ARE TO BE PLACED ON A 12" BED OF CRUSHED STONE OR EQUAL AS APPROVAL BY D.E.P. PRIOR TO IMPLEMENTATION. Q- 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED OTN THE BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. 17. THERE SHALL BE A SIX (6) INCH VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS AT Ln CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND CROSSINGS WITHOUT EXCEPTION. CONFLICTS WITH EXISTING LINES, WHERE IT IS NOT POSSIBLE TO MAINTAIN THE REQUIRED N DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A A SEPARATION, SHALL BE REPORTED TO THE ENGINEER. SPECIAL SOLUTIONS MUST BE ACCEPTED BY D.E P. PRIOR TO IMPLEMENTATION. THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT 18 ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER. WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ACTIVITIES. OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 0 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 19. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO 0 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFEC110N/CHLORINATION. N FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, SODDED OR PLANTED WITH 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE 20. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SEC11ON OF THE LATEST AWWA SPECIFICATION d� REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY C651 AND CITY OF OCOEE WATER DEPARTMENT SPECIFICATIONS. N 4. THE TOP 4' TO 6" OF GROUND REMOVED DURING CLEARING AND (RUBBING ACTIVITIES SHALL PURPOSES. THE CONTRACTOR MAY BE REWIRED TO RECLEAN PIPES AND INLETS FOR THESE BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE PURPOSES. 21. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC. AS SHOWN ON THE PLANS HAVE BEEN D OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE _,D IS TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE SANITARY SYSTEM NOTES: z2.QE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE W RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION f- MATERIAL FROM THE SITE 1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBUC O WATER MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS AND STORM SEWERS, AT OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST z 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE CROSSING OF WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL i OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINESIN THE AREA OF THE PROPOSED EXCAVATION." MATERIAL SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER I THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, J REGULATORY AGENCY REQUIREMENTS. IPIPE, WHENEVER POSSIBLE. THE CROSSING SHALL BE ARRANGED TO THAT THE SEWER JOINTS AND ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFlLLING, DEMOLITION, GRADING, DITCHING, DRILLING, Q WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 � 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES BETWEEN ANY TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS SUNDAYS, AND LEGAL HOLIDAYS). OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 12 W INCHES MUST BE MAINTAINED AT THE CROSSINGS. TRENCH SAFETY CD 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT AROUND ENTIRE PERIMETER OF PROPERTY. TYPE OF FENCE TO BE SUBMITTED BY CONTRACTOR TO FOR MINIMUM EIS NO OF A INCHES BETWEEN USES, AND 10 FEET BETWEEN MAINS, T, CENTERED REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, Q ENGINEER FOR APPROVAL FLORIDA STATUTES. AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE U 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 SHALL BE 23. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACICFILLED WiTH GRANULAR MATERIAL IN TWELVE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT INCH (12') LAYERS AND COMPACTED TO NINETY EIGHT PERCENT (98%) MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. m 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 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 (20%) MORE OR LESS OF V) SEWER (INCLUDING FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557 ALL UNSUITABLE MATERIALS UNDER W INSTALLATIONS WHENEVER POSSIBLE THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO ) WATER PIPES TRAILS NOT UNDER PAVEMENT SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL COMPACTED TO O EDGE. NINETY-FIVE PERCENT (95%) OF ITS MAXIMUM DENSITY AT TWO PERCENT (20%) MORE OR LESS OF OPTIMUM MOISTURE CONTENT AS z IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557). . WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, Q LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM 25. ANY DAMAGE TO UNDERGROUND UTILITIES AND/OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ry OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER LINE AND WATER AND W SEWER JOINTS SHALL BE STAGGERED. 26. ALL MATERIALS AND CONSTRUCTION ARE TO BE IN ACCORDANCE WITH THE CURRENT CITY OF OCOEE STANDARDS AND z SPECIFICATIONS. ill O I SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (i.e. THE WATER MAIN SHOULD ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN 27. WHERE APPLICABLE, SIX INCH (6') POLYVINYL CHLORIDE SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF ONE PERCENT Q STAGGERED JOINTS). (1.0%). 0 3. ALL PYC PIPE SHAD. BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 28. FIRE SERVICE PIPE SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE CONFORMING TO AWWA C900 WITH DIMENSION RATIO (DR) OF j 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM D 3034. FOURTEEN (14) AND A MINIMUM PRESSURE CLASS OF TWO HUNDRED POUNDS PER SQUARE INCH (200 P.S.i.). WATER SERVICE PIPE MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6" SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE CONFORMING TO AWWA C900 WITH DIMENSION RATIO (DR) OF EIGHTEEN (18) AND A O j DIAMETER. MINIM UM PRESSURE CLASS OF ONE HUNDRED FIFTY POUNDS PER SQUARE INCH (150 P.S.I.). ALL CITY OWNED WATER At TO BE Z O 4. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS 01HERWWSE NOTED ON PLANS U 29. ALL WATER PIPES WITH A DIAMETER EQUAL OR LESS THAN 4' SHALL BE AWWA C-901 POLYNBING. J 5. ALL GRAVITY SEWERS MUST BE SDR 35 PVC, EXCEPT FOR PIPE DEEPER THAN 14 FEET, IN 30. ALL WATER PIPE SHALL BE DISINFECTED AND HYDROSTATIC ALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS C651, 0600, > WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS SHALL BE U71UZED FOR OR M23 FOR POLYVINYL CHLORIDE AND CITY SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, ALL NECESSARY PVC PIPE, AND SHALL COMPLY WITH ASTM 17477, ASTM D3034 do ASTM F679. JOINTS SHALL COMPLY TESTING EQUIPMENT, PRESSURE GAUGES, WATER METERS AND FACILITIES REQUIRED FOR PRESSURE AND LEAKAGE TESTING. 1-1 WITH ASTM D3212. 0 31. ALL ON -SITE WATER, SANITARY SEWER AND STORMWATER IMPROVEMENTS SHALL BE INSTALLED AND MAINTAINED BY THE OWNER 0 6. ALL ON -SITE PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4' IN CONFORMANCE WITH THE CITY OF OCOEE STANDARDS. Q DIAMETER, AND CLASS 150 DR 18 FOR 6' TO 12' DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 i U STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4' DIAMETER SHALL BE CLASS 200, SDR 21, IN I 32. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT MANHOLES, CATCH BASINS, 1-11 0 ACCORDANCE WITH ASTM D 2241. FORCE MAIN SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. - GREEN STICK -ON VINYL TAPE. FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE (LASS 52 DIP, MINIMUM 4' DIAMETER. 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 PITH THE ENIITiES INVOLVED. C 7. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL N CONFORM TO THE DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. 34. ALL UTILITIES CONSTRUCTION CONNECTING TO THE CITY OF OCOEE SYSTEM SHALL CONFORM TO THE CITY OF OCOEE MANUAL OF O STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 0 8. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE 0 FOLLOWING MINIMUM GRADES: 4' 0 200% 6' 01,00% ; AND 8" 0 OAOX 35. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY t UTILITIES CONSTRUCTION. U 9. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE CITY OF OCOEE UTILITIES 1-11 DEPARTMENT STANDARDS AND SPECIFICATIONS. 36. ALL ABOVE GROUND EQUIPMENT NOT MOUNTED ON THE BUILDING MUST BE PAINTED BLACK AND SCREENED NTH LANDSCAPE, F- I EXCEPT BAC KFLOW PREVENTORS ARE TO BE COMPLETELY PAINTED THE COLOR OF THE CORRESPONDING UTILITY. POTABLE WATER IS 10. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING BLUE, RECLAIMED WATER IS PURPLE, AND FIRE IS RED. v LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATiON(S) OF E EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR 0 DISCREPANCIES. c I c a L WATER SYSTEM NOTES CONTINUED: 43. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFlLLED WITH GRANULAR MATERIAL IN TWELVE INCH (10) LAYERS AND COMPACTED TO NINETY EIGHT PERCENT (98%) MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 44. ALL UNSUITABLE MATERIALS UNDER WATER PIPES SHALL BE REMOVED AND REPLACED NTH I (/) SELECTED BACKFILL COMPACTED TO NINETY-FIVE PERCENT (95%) OF ITS MAXIMUM DENSITY AT TWO [-- PERCENT (20X) MORE OR LESS OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED z PROCTOR TEST (ASTM D7557). W_2 45. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT p MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, U z Z WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. 46. A SIGN SHALL BE PLACED AT IRRIGATED AREAS WITH THE WORDS 'IRRIGATION ON BY REUSE WATER. W ill _O cn DO NOT DRINK". U > 47. CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE PUBLIC UTILITIES CONSTRUCTION DEPARTMENT O 0 � 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. O TESTING AND INSPECTION REQUIREMENTS (WATER): 0 I. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND 17�1 Li VALVES SHALL REMAIN UNCOVERED UNi1L PROPERLY PRESSURE TESTED AND ACCEPTED BY THE IEEWz6 D- 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 -BUILT INFORMATION: AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A. SANITARY SEWER i. 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 LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TiES. W w B. STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER z D m :E z STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). F- z 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. � o � 3. INVERTS OF ALL MITERED END SECTIONS. J 4. ACTUAL GRADE OF PIPE BETWEEN STRUCTURES. S. INVERT ELEVATTON AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL z z Q � W Li STORM STUB- OUTS. J Lin w C. WATER SYSTEM AND FORCE MAINS w W Q Li 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. l _ o 2. LOCATE WITH MEASURMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES w U 2 p NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TiES). _j 3. UST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS -1 U _ Q V) Q rc<70-n m m >_ >_ m o w m o w Y DEVELOPMENT NOTES: � 0 `� 0 v> w � Q m w = " 1. EXISTING ZONING: PUD 2. TOTAL OWNED AREA: 21.13 AC 3. OPEN SPACE REQUIRED: 5.28 AC (25% OF THE TOTAL LAND GROSS AREA) 4. OPEN SPACE PROVIDED: 17.711 AC 83.82% 5. IMPERVIOUS SURFACE: 3.419 AC 16.18% 6. AREA BELOW 100 YR FLOOD EL. 86.0 : 11.25 AC ZONE AE 7. AREA ABOVE 100 YR FLOOD EL. 86.0 : 3.64 AC ZONE X 8. FUTURE LAND USE DESIGNATION: RESIDENTIAL W 9. EXISTING ZONING: PUD (MEDIUM DENSITY) 10. MAX. ALLOWABLE DENSITY: 7 DU/AC PER PRAIRIE LAKE PUD LAND USE PLAN (REVISED 9/10/03) ui 11. MAXIMUM ALLOWABLE UNITS: 80 UNITS O 12. PROVIDED UNITS: 52 UNITS 12. LIVING AREA REQUIREMENTS: TOWNHOME MINIMUM 1,538 SQFT Z 13. MAXIMUM BUILDING HEIGHT: 35' 14. BUILDING SETBACK: CLARKE ROAD (FRONT): 50' < PERIMETER (SIDES): 25' W LAKE MEADOW (REAR): 50' W 15. TOWNHOME PARKING: .REQUIRED PARKING: 117 (2.25 PARKING SPACES PER UNIT) 7 Z TOTAL PARKING PROVIDED: 117 SPACES W 16. TRAFFIC (BASED ON MAXIMUM UNITS): DAILY TRIPS: 553 (D PM PEAK TRIPS: 52 ENTERING: 26 EXITING: 26 17. SCHOOLS: TOTAL POPULATION: 104 RESIDENTS (2 RES. /TOWNHOME) SCHOOL AGE POPULATION: 21 SCHOOL AGE CHILDREN (20% OF TOTAL POPULATION) DISTRICT SCHOOLS: CLARCONA ELEMENTARY, OCOEE MIDDLE, WEST ORANGE HIGH. 18. WATER PROVIDER: CITY OF OCOEE TOTAL WATER: ADF = 15,600 GPD (BASED ON 300 GPD) 19. WASTEWATER PROVIDER: CITY OF OCOEE [ Q 1 TOTAL WASTEWATER: ADF = 15,600 GPD (BASED ON 300 GPD) 0 20. SOLID WASTE SERVICE: CITY OF OCOEE Fy O SOLID WASTE: 624 POUNDS (6.0 POUNDS PER CAPITA) 1 21. SOILS: TAVARES NO. 46 ST. JOHNS NO. 37 BASINGER NO. 2 CANDLER NO.4 CANDLER-APOPKA NO, 6 SEFFNER NO.43 G V SITE DATA: I 0 �_ ryU BUILDING AREA (INCLUDING FRONT AND BACK PORCH) = 69,742 SF Q BUILDING CONCRETE AREA (SIDEWALK AND DRIVEWAY) = 19,065 SF W CONCRETE SIDEWALK THROUGHOUT SUBDIVISION = 6,900 SF J PARKING IMPERVIOUS AREA=12,130 SF DRIVE ISLE IMPERVIOUS AREA = 41,090 SF > TOTAL IMPERVIOUS AREA = 148,927 SF = 3.419 ACRES Call 48 Hours' before you dig It's the Law! 1-800-432-4770 Sunshine State One Call of Florida, Inc. W W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C2A 3 of 38 El"Elmil POND + + + + + + + + + + + o. + + + . + + + + + + + + + + + + + + + + t6. �8' + + + + + + + + + + 9 ,�~ ���'��� 1 ♦ ♦ ♦ T ♦ ♦ T 7 ♦ ♦ ♦ T ♦ • T T T �T T T T ♦ ♦ T T♦ T ♦ ♦♦ T 7♦ T T T♦ _ J. � �r Y♦ T♦ T♦♦ T T♦ T T T♦ T T T T♦♦♦♦ T 7 T T • � l� � �'^ ♦ T ♦ T T 7 ♦ T ♦ T ♦ ♦ T ♦ ♦ T T ♦ T T T T ♦ ♦ ♦ ♦ *"�� �. �T ♦♦ T T Y♦ T T♦♦ T T T T T T♦ T T T 'T T T T T T T T T♦ ♦ T ��"'� '. I T T T T T ♦ ♦ ♦ T ♦ T ♦ ♦ T T ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ T T ♦ T T T ♦ T ♦ ♦ ♦ ♦ ♦ 7 '♦ ♦ ♦ T 7♦ ♦ ♦ ♦ T♦ T T T T T ♦ T♦ T T T ♦♦ T T T ♦♦ T T♦ 7 T♦ T T T♦♦ T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + D JURISDICTION LINE ♦ ♦ ♦ ♦ T ♦ ♦ 7 • ♦ ♦ ♦ T 7 7 T ♦ ♦ ♦ ♦ ♦ ♦ ♦ T ♦ T ♦ ♦ T ♦ T T ♦ ♦ ♦ ♦ T T ♦ ♦ ♦ ♦ T ♦ ♦ ♦ . ♦ T T T 7 T ♦ ♦ T ♦ T ♦ ♦ T ♦ ♦ ♦ T ♦ T T T T T ♦ Y ♦ T T T T♦ T T ♦ ♦ ♦ ► ♦ ♦ Y • T ♦ • ♦ T T ♦ ♦ T T ♦ T ♦ ♦ Y ♦ ♦ T ♦ ♦ T T ♦ ♦ ♦ ♦ T ♦ ♦ ♦ T ♦ ♦ '♦ �T T T T T ♦ ♦ T ♦ T♦♦ T T T♦ T T♦♦•♦♦♦♦♦ T♦♦ T T♦ ♦ T 7 ♦ 7 r � T T 7 7♦ ♦ 7 T ♦ ♦♦♦ T T 7 T T T T 7 ♦ ♦ ♦ T ♦♦ T ♦♦ ♦ ♦ T ♦♦ +��' ♦ ♦ T T T T ♦ T ♦ ♦ ♦ ♦ T I ♦ T ♦ ♦ T ♦ T T ♦ T T ♦ T ♦ ♦ ♦ ♦ ♦ -- �♦ ♦ ♦ T T T ♦ T 7 ♦ Y ♦ T ♦ T ♦ T 7 ♦ T ♦ ♦ ♦ T T T ♦ ♦ Y ♦ '- �� ♦ ♦ T T ♦ T • ♦ T T T ♦ T T ♦ ♦ ♦ ♦ T T T T ♦ ♦ ♦ ♦ T - � � �+� ' ♦ ♦ ♦ T 7 T ♦ ♦ ♦ ♦ ♦ T ► T T ♦ ♦ ♦ T ♦ ♦ T T T'" �" �♦ T T T ♦ ♦ T T ♦ ♦ T ♦ ♦ � � '� ♦ T T T `► T 7 T♦ T♦ � � �� TRACT MATRIX LEGEND HATCH TRACT TRACT NAME DESCRIPTION PRIVATE STREETS AND PARKING OWNED AND TRACT A MAINTAINED BY VILLA ROMA HOMEOWNERS ASSOCIATION 1.12 ACRES RETENTION POND OWNED AND MAINTAINED ° v ° TRACT B BY VILLA ROMA HOMEOWNERS ASSOCIATION 1.74 ACRES COMMON AREA OWNED AND MAINTAINED BY TRACT C VILLA ROMA HOMEOWNERS ASSOCIATION 8.95 ACRES TOT LOT AND POOL AREA OWNED AND -LLLL ALL TRACT D MAINTAINED BY VILLA ROMA HOMEOWNERS ASSOCIATION 0.11 ACRES TRACT E WETLANDS TO BE DEDICATED TO THE CITY OF OCOEE 6.39 ACRES TRACT F PROPERTY OWNED BY THE CITY OF OCOEE 3.38 ACRES TRACT G RIGHT—OF—WAY DEDICATED TO THE CITY OF OCOEE 0.123 ACRES + + + ++++++� TRACT H 25' UPLAND BUFFER AREA TO BE OWNED BY THE CITY OF OCOEE TRACT 1 10' RECREATIONAL TRACT 0 60 120 SCALE = 1" = 60' • • • r LJ m z z (- z rK z cD z w Q J LiJ Q N 3 L-' _� 00 Ln J Li 3 w o QQ z u - ly- 0 -i I— 0 z U) Liz -j U m o WLi Q m z s Q r m o y U U) o oLd d O J Li w W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C3 4 of 38 a Q_ Ln N 00 O O N N 0 z F- X w I d- U _ J i- c m U iI g2,g 00 NORTH wo 17 9 / N TOp-78• / m 1 Vv N' j iK+'".,.•".'ram m a r 0 60 120 _ / 01'/ _ Un kLi Z i l < s _ Q I SCALE = 1" - 60 _ � 5 � _ ' w �� i� away' �i�% / U In ,y ! �•.d z. ^ 407 LF OF CURB / �,..-- /w a,.. ,.-- ' / / / � O 55'-8" WATER v I SANITARY MANHOLE TOP WITH STUB Na m ' Zw'/ li �''/ 1" / / /\ w TO BE REMOVED / o -• (') --~' aw / 1 3 cA-- a Q I REMOVE EXISTING TO BE ADJUSTED SEE -�" o. a s // 6 5 S WATER a+ i/ �� / S 8 4 1 O w CURB CUT UTILITY PLAN VALVES HOLE .I TOP= 79,88 WATER MAIN - �a� - / /i / Q0 Lr � � nN NiTARY MA '� '•"'~, 16 DIP RECLAIM �s '`/ �' ''�" �`' ^a �Q REMOVE EXISTING a �5ai / O CURB CUT 12 WATER MAIN -,� �' -/ LIFT STATION U I SANITARY MANHOLE TOP N- `s Q �, EXISTING SANITARY SANITARY MANHOLE TOP �� / 2� h TO BE ADJUSTED SEE EXISTING TYPE J-5 INLET' TO BE ADJUSTED SEE 471 LF OF CURB ty"'i�s`� ---� ��'� 'R / %% �%'f' / w J I \ TOP EL. M 89.90 UTILITY PLAN SANITARY MANHOLE TO BE REMOVED -`�+ �o �` `1 `� S / 'aV' e� UTILITY PLAN S. INV. EL. = 86.49 g2.93 -� w r-. \ 40°-'8" WATER SANITARY MANHOLE TOP= 'h �''` --- -•,' `'-�/ ` 6a,JVWS TER MAIN STUB OUT 232 LF OF CURB N. INV. EL. = 85,90 52'-a" WATER INV.;= 81,03 4 a ,2h 1 ��iRw—--� -i 'o TOP= 92.03 + Gj Erb �� j o, w bti. !N4! EL. = 85.1 . MAIN STUB OUT INV.N= g - �. s ! '/ J - Z s ITH PLUG�F�ID V1 � o TO BE REMOVED INV.S= 82.18 mi (3)WATER -+a _-v 9 9 c . s Rw / 8° 9, _ WITH PLUG ENDcn QINV.E= 82.33 VALVES gto o> a +tr rg 34rk INV.W= 82.24 - b ag -R,: r.%,� 01 9cs S9z '� 34'`Z 92.80 `La +Q I > S v a i• r� s aw 9s.e4 "0 3 �� �� � o � ��� CLARKE ROAD � 9� o� �1� 9 5 awed � � g°56 / / SITE BENCHMARK ,01.21 1 S �� g�' _ -s 'R\V — — / �k�J / 8" SPIKE NAIL / 7 -g5�� O gq g® a --s ---s -e`.—s _ s 5 v+ _a TOP EL 83.11 Ord 0�9 °2`I - �= s \``��t�$ y O / �- �_� ' -Rw�� _ — -,— EXISTIi IG DRAINAGE `��\ \ _ RYJ— Rw - Tar G N 1. STA14 D �� /' / R I r L 0-- - B D TTE� / / / / 4 S�, q 0Y°10�i7' W / / °`' /399.3 ' J / / L=37.1 ' L 0.0 ' / / / a / �`A�' W w CV / / / / / /EXISTING LF OF 30 RCP 0 0-347 � �j O� J `'''-� I z SITE BENCHMARK < J % �) TOP 8" SPIKE NAIL / Ld _� II / / / / /�K / / / / 11 / ELEV 85.62 / / w Q � 00 w z W � Ln ui J / / / /��/ / / II / / / I ' / U oEXiSiIPG D�As TOP EL. = 89.85 � / o w E. INV. L. = 84.63 W. INY. EL. = 84.20 / w --I Z Un LJ cn Q Q i / / / / / 1� / I / — — _ / • t�6 52 W O U a SE m m Q o m o °0 w / z z ¢ / cCD � � ¢ U5 Q w / I cV 00 / 1634 SF OF MARSH .� / / (n � U wlll I / TO BE REMOVED / / / /"00 �0 rn °° W) /�EXISTING 100 YR. FL00b) 00I ^ / EL.6// S01.54'00"E / 38.04' / / ( _Q -END MARKED CRKION LINE / EXTI, iG 384 LF OF 36" RCP 0 0.13 -o ( yh� S01'21'27"E O 4y SITE BENCHMARK 74.34' / TOP 8" SPIKE NAIL S00 21'09";W / z ELEV 87.20 / / / � _ � � \ \ END JURISDICTION JURISDICTION LINES \ LINE FLAGGED BY AQUATIC S\YMBi TICS�NN�L _ E STING INV. EL. 83.7CD `1 / � / \ \ LINE PRO,lcCTED TO PROPERTY LINE E•IY THIS SURVEYOR FOR CLOSURE PURPOSES WETLANDS 0. EXISTING POND EXISTING NWL FOR LAKE MEADOW EL. 80.5 00 / S0219'31"E 52,58 N / S02°19'31"E / _V�,. 04' / a , h�'r w 66.58' N00°43'58'W -- - - -8i / BEGIN NEW 00 — /_jS) _- LlE•-KRO EJ CTED TO PROPERTY LINE 6Y /THIS SURVEYOR FOR CLOSURE PURPOSES BEGIN NEW WETLA14D MARKINGS 1/25/05 \ONE AE \\\ (EL. 86) ° \\\ LEGEND POINT OF BEGINNING R03 F r— �� / / N ASPHALT AND CONCRETE TO BE REMOVED SOB.33• 42" 2 80.48 s 9� WETLANDS WETLANDS N 00'46'55" E 967.94' MARSH , BE rCALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 ,.SUNSHINE STATE ONE CALL OF FLORIDA, INC. I DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C4 5 of 38 CLARKE ROAD ° BEG N t STANN Dg�— \ CU E3 D TTE ..i A d. cc)•�'Book .10 \ a _-- ' / �0 c� o ° o �a� s r �,, 6t 0a� oqk / X 1.3 a X 2 3oa 3 �0a=� ' oak 00`� Q. ° k + 2. inoa 3 Q 60 O� + oo ( winoa �0 70a °J0q 0a� �q a� o= /� k ° Ik 9oa oa% + 4oak 1 oak S�� �0 �0a + 20 .6oak 0 noak/ 4 0 �,� 50 a Ooak 1.5o k; . ° k a cp 30 0 26 0 ° 1 !'�oak/twiInd (� 14 a c ak/ °a 21 6oak 0 pi �' �o°� I 10 k .2 0 `S .2 a 300 . 1 ° k 80 3 a I oa P k 2 ak to — Z900wi ak _ k I oak) - - o O al 9oak w ° 0 5 k - __ - x r r y o k a� 70a k 7 ak y err1 0 Boo j 4oTk a / o� 0 9 / — .7twin k 9oak �� - tW�n Oq oqk / 8`s / , / C 1 a 1 ° — FOOL i a / 2 ak I� 0 k wino k_ oq oak 1 i oak oak .3oak 3 I t VV + 3 a _ — + 00 '3 od< oak so 60 q oa < o iM oa 0 ° 40 37 V/ _{ k � 3oak Qi�.Otwino + . oak I 4 + oak �oo� •4o 3oa SP R iciu .0oak k + Oa I 52 / 47 PM RSHM 0+ 3. tw" ak 70a� 40 oa I I o —' S 4 00 E -- 9twino / oak 9 oak -� / 38.04 / = oak / 4— — .8oak / oak I / / + 2. ak�0 .2oak I Z / 6oak look 7k I I / 1.1 1.6oak oq / _� o o° .4oak / �- 'E-N-D MARKED _— � 7oak / I _ JURISDICTION LINE /)(J3. 0tit�2.0 k 60 8oak / 1oak t i / / Q 00QV9ock .yak (Di 1 ok + .0o3k Ooak — / + .2 Dak 2 S i + .3C14.0ock 4oak / /// \\ \\ \ \ \ + Zoa / \ \ ~ak / \ \ D 2oak 5/Qck \ \ Z�X.9oak 1.1 oak / / \ EXISTING \\ m 1 / POND EXISTING NWL FOR L KE / I� 1 1 MEADOW EL. 80.5 w _\ui w ui \ U) ui .•- 0 40 80 SCALE = 1" = 40' z W O U z _O ED U W 0 O U W CL 0 z r W m z 0 z Imo- z Of LLJ z 0� z `d U� Q LL o Q (' w�' 00 COLLJ Li Q = v _ Q o Of o U z cf) Li U m c� w z m z m p W y Li m o o C) Q J n _! Q 0 w ry w w ry Q 0 O LL_ W W O O O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C5A 7 of 38 NORTH 0 40 80 SCALE = 1" = 40' 5 o k' Oock 27 -.1cherl 26 0 6ock erry .2 80 1. 2ch erry TREES TO REMAIN TREES TO BE REMOVED 0 al 9-o-c k 0 C\ E 3c WITBIN PROJECT: WITFUN PROJECT: rry 0- . N !�n err ------ . . . . . . . . . . . . . ... k OAKS OAKS PINE TREE 0 00 N goo 0 0 0 POOL 3t 1. 8" - 7 1. 8 1. 21 -1 k 2. W" 5 2. 1011-12 3. 1 r"- 3 3. 1111-17 TOTAL INCHES = 21" 4. 121? - 11 4. 12"-21 1311-7 5. 1311-20 BAY TREE < __j D 40 37 '�6. 14"-13 6. 14"-15-15 0 > n i 7. 16"-14 7. 16"-20 1. 121t - I 4 :E 8. 17"-7 8. 17"-18LLJ 0:� 3P 9. 18it -9 9. 1811 -11 TOTAL INCHES =12" Li :)A ICIUM 10. 1911-4 10. 1911-12 LLJ M RSH co 11. 20"-3 11. 2011-9 12. 2211-2 12. .2211-13 Lu 4'00"E Ln S 13. 2411-7 13. 231t - 4 38.04' -0 7 14. 2611-3 14. 2411-6 15. 2811-5 15. 2511-2 16. 29t? - 2 16. 2611-6 < 17. 3011-3 17. 28 18. 31" - 1 18. 2911-2 19. 351?- 1 19. 3011-4 ry - ------ 20. 4211-2 20. 311t - I E-14D -M A R K E D -,,/ 21. 4411-1 21. 34'1 - I JURISDI(7101\1 LINE 22. 54" - 2 22. 3511-2 23. 3611-5 24. 3811 25. 42 0 26. 4811-3 27. 58" - 1 > TOTAL TREES TO BE SAVED 28. 6011-1 U �\ OAKS TREES = 112 81- TOTAL TREES TO BE REMOVED OAKS TREES = 220 PINE TREES = I a- BAY TREES = I 0 E - --------- - - __j M 00 0 LO < N r- V) 0 U) u z L-Li 0 0 > U W 0 Lj- 0 v n, W EL I- LJ L u-j M Ed ,j < W 2 < c~i>co U Ld Of co Ln < < 7) Li u - 0 LLJ 0 cn <fz�c� Li -i c m 0 rLc,,,j z C) < m z U) < c) LLJ y C.) < F) < Ld (-) LLI CK V) Q 0 C.) z n 0 3; w ry w w ry I- DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C5B 8 of 38 60 L z .Q r BEGIN 1.5' STANDARD CURB AND GUTTER ,.1 I'llV DEDICATION OW CLARKE ROAD FUTURE ROAD WIDENING BY OTHERS 50' BUILDING SETBACK o o a o 60 7o a 10 110 I 14 00 0 0 0 00 o a M_ o d_ 0� � o0 o ci `� a t•y ��-�L of F -b OI ^I I a Z 2 - 1 1 `ni- 0 e�}e 23. 7' 2 67' 123.67' 2 67' I 23. 7' 2 67' 23.�7' 2 ,67' 23. 7' 123 67' 23. 7' `2 67' 21. 7' 2 .67' 08 1-I-00 N 89'06'Oa° W 381.85' 2+00 3tO0 - 4t00 cV r7 10' RECREATIONAL TRAIL EASEMENT w a yn ISITE BENCHMARK ITOP 8" SPIKE NAIL 87.20 Z IELEV >- E- z d O � U W J I n z , Q�wz LL-Oo0 F- cy 1-- W Q O m mm-jw 0 O cn 0Do F L) 0 LliDQ 71 z z O / / / NORTH / OWNER: WESTCHESTER SUBDIVISION / / --- ZONING: MEDIUM DENSITY / / 0 60 120 1 LAND USE: MEDIUM RESIDENTIAL OWNER: WESTCHESTER SUBDIVISION U*' ZONING: MEDIUM DENSITY SCALE = 1" = 60' LAND USE: MEDIUM RESIDENTIAL o W 40 U w \\�\Si8s9S7 SE cNSS1T�� --•"-''•�~ ••---_^_'.-'.f -•'� /--•"'�` •CJ'� SITE BENCHMARK \� � �`�r "F ; i•` CK �`' 8" SPIKE NAIL ::,Y f zs.A� a...' A, s`:,:�•° ~'h` 5� gV1U°�iSE��I TOP EL 83.11 .r:•s ,ire,.._..�•;<'^,y?._a.Ne`,L...,,:'°<w a;g:.'�,w..f„,--'4•" tSjg'442 / / / '� ;...;.r .,..-- �.'_," • '" ' it 2.00' s N' , 00 583'36'04'W 94.6� N86'20'15 E 142.OD' 1 _ _ N88'41'48"E 142.00' 0 0 0 w -- SITE E,• MARK V 3� oo a �J OEV 5 KE NAIL rn m 4 7 � 0 Z W O O s W 21 026 0 W-. y �� ���2 67 • } �� / OWNER: SILVESTRI INVESTMENTS OF FLORIDA INC. N 15 m 0 o ZONING: LOW DENSITY -PUD O I I I I 5 + R1g343 i /NGSEjgPC/ LAND USE: CONSERVATION (3 I - _ }- ' -I - 4 I- ` 7' 1 _' 267' 0+0 CHORDSpSENGTH � 2 �1L GPP� UDR \N i g+00 / �rN°S 6�52 L=553.29' 5+00 6+00 - 8 4-O„E _ _ 23 1 DO 11) Ln DO 8 � - I e m / 00 I o^ o a R 40 o 0) m o p o N :41 N o 00 g a a 4� �0 46 W r-- f*1 N O r, O 852 47 _ --- N83'20'23"E 94.84' - .31'5'7'W 142.00' S88'09'58"W 141.97' S51-22'23"W s7. 0.05 \ 25' WETLAND BUFFER so. � / � �_ --- END MARKED JURISDICTION LINE ^4i f S01'21'27"E \� s7a:?3:29. BUILDING COORDINATES --- -" -"'\ 50' N!•i� SET_6ACK -- S00'21'0 �"W POINT # END JURISDICTION JURISDICTION LINE O, FLAGGED BY AQUATIC ry / � \ � ` EXISTING POND SO4•52',90°W R1. �`' \-, I S0219'31"E 52.58, d` �Q, N �- 25 WEI�NO BUFFSV 96' i L oi0 / S02'i9°31"E tPp>4AX to SP6a S �1 Al w 6 6.5 8' - 50' NHWL SETBACK N N00°43'5f3-! � 80.4t3' 60- BEGIN NEW RA 590 00WETLAND 1/25/05 LINE PROJECTED TO PROPERTY LINE BY THIS SURVEYOR FOR CLOSURE PURPOSES WETLANDS BEGIN NEW WETLAND MARKINGS 1/25/05 N 00°46'55" E WETLANDS CD is 967.94' CS, INC. EXISTING NWL FOR LAKE MEADOW EL. 80.5 ,TONE AE (EL. 86) LINE PROJECTED TO PROPERTY LINE THIS SURVEYOR FOR CLOSURE PURF WETLANDS POINT OF BEGINNING LINE NORTHING FASTING OWNER: SILVESTRI INVESTMENTS OF FLORIDA INC. 0000 ZONING: MEDIUM DENSITY PUD LAND USE: CONSERVATION 00 T LEGEND . ` CONCRETE SIDEWALK PAVERS OR STAMPED CONCRETE PER DEVELOPER NOTE: LOTS 16-52 ARE CURRENTLY WITHIN THE 100 YEAR FLOOD ZONE AE AND WITH THE APPROVED CONSTRUCTION PLANS A FLOOD ZONE AMENDMENT THROUGH FEMA AND THE CITY OF OCOEE WILL BE SUBMITTED FOR. r W w z m Z (-- z CL Li z cn o r-, Q 00 Li CO � 0 z w W W w G Q Q 21 in w U - D- LL ocn O z Ld O m o w z Q m z Q m m o Y (J) 0 0 U Z I-- W 0 Lid, ry J Q W i 0 DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C6 9of38 TYPE At 5' CONC SIDEWALK C KNOX LOCK BOX WITH TAMPER" SWITCH 6' EMERGENCY — EXIT ONLY GATE 10' TO FACE, OF COLUMNS 50 LF OF 6' WALL WITH COLUMNS 25" O.C. N Ln d- LINE_ THIS N 00 N W 0 40 80 177 SCALE = 1" = 40' LEGEND , CONCRETE SIDEWALK PAVER OR STAMPED CONDRETE PER DEVELOPER O m 00 o w \ H LO Q N � H z Li O U z W O W U5 O j U W O I O U o' w 0_ 0 r W z � m � z E— z z z w U� Q �. W o � CD Li a: 00 00 Ln -j f1 v z c� Q Z a 2 w o � Li O U Q Z Un Q w m 0 w z m z Q m m w Y Q F) w U) 0 c� U U) z cW G 0 W F— m Q 0 01 O J LL W W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C7 10 of 38 25' WETLAND BUFFER 1'21'27"E 119.54' d- d- -- �0 go N �8 / o/ o / J_ b ' n v� \ c9 Crt G s 78 s5 S w LEGEND CONCRETE SIDEWALK PAVER OR STAMPED CONDRETE PER DEVELOPER 0 40 80 SCALE = 1" = 40' cn U m 00 O W Ln Q N � z w O � z w w cn O j U W O Of LL- W 0- z r W w z m z F— z _z z w c/-) Q J Lv o Q Ln w � 0o 00 Lf� U) z in w o Q U Q cy- O � I-- O zm cn w U)< U o w z F)i Q m z Q Q m o Li Q w U w 01 _ U) 0 Q U U) z uw 0 W I— Yj W W O v O DATE 03/08 PROJECT NO. 04910026 z SHEET NUMBER C8 11 of 38 MIN N CD p C14 00 RIA 04 rl� FO c"I Lli A CN p 00 z MAINTAIN A 2% CROSS SLOPE AT CROSSWALK LOCATION 6' CROSSWALK (TYP-) HANDICAP RAMP DETAIL PER FDOT INDEX #304 (TYP.) SjOP 30" STOP SIGN WITH 24" STOP BAR AND DO NOT ENTER SIGN (R5-1) BEGIN 1.5! STANDARD —CURB AND GUTTER vm'. E3 E3 E3 El E3 -El E3 6�Z', 1 --d n n "D 16O F 7 F-D -E F-� I 6 7 1011 14 15 20 21 P3 9. co ........ 00 I �'I ILDaLLLILL _R RESIDENCE ENTRANCE ONLY SIGN GATE CONTROLLED BY RESIDENCE REMOTE 00 46 cn 52 4 SUFFEO .................. 50' NVjWL SETBACK 00 I J'b <1 CD EXISTING POND 0 N 00*46'55" E 967.94' NORTH 0 60 120 SCALE = 1" = 60' HANDICAP RAMP 0) -MAINTAIN A 2% CROSS SLOPE AT DETAIL PER FDOT do U'CROSSWALK LOCATION INDEX #304 (TYP.) 6' CROSSWALK (TYP-) S 78- 59, o STOP SIGN STOP ��,,,,a-:.--';:� :�":;"- : ' ,o / � \ \ \ \ o,, ---WITH 24" STOP BAR 9 HANDICAP RAMP DETAIL PE Noex=w TYP 6" SOLID 6 CAR STACKING WHITE FUTURE WITHIN PROPERTY RIGHT —OF— SUBDIVISION '12! WAY CALL BOX 12 36 --- H DICAP AMP 12! DE IL PE FDOT 9 A� 61 S u :51 1N#30 (TYP 7E 30 27 DOUB YELL W STRIPI G + G CLI DICAP RAMP"' 6 CROSSWALK (TYP DETAIL PER FDOT INDEX #304 (TYP. pool - HANDICAP RAMP DETAIL PER FDOT INDEX #304 (TYP.) 40 37 HANDICAP SPACE 41 AS BY FLORIDAREQUIRED ACCESSIBILTY CODE (TYP.) �� (' HTYP.ANDI) CAP SIGN ( 4" STOP SIGN WITH 18- STOP BAR op (INTERNAL TYP.) END MARKED 25 WETID BUF;ER JURISDICTIONJNE to EXISTING NWL FOR LAKE Do MEADOW EL. 80.5 00 POINT OF BEGINNING 01 RAMP AND FLARES TO BE FINISHED NOTE. 5' L 6' WITH TRUNCATED DOMES _6* CONC. HEADER 1. EACH SUCH PARKING SPACE MIN. CURB (TYP.) SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT. AND SHALL BE 0 0 00 D MAINTAINED NTH A PERMANENT, ABOVE GRADE SIGN. to RAMP DING H.C. SYMBOL NOT TO NOT TO EXCEED PAINTED BLUE SLOPE 1:12 PERFOOT1/4' 20' (TYP-) (TYP-) OF SLOPE :qo uWw 1 m Yk 1,21 12 5 12' TYPICAL HANDICAPPED RAMP DETAIL SCALE: NTS NTS NOTE- PAINT SYMBOL BELOW ONTO PAVED SURFACE W COATS OF TRAFFIC BLUE/ 2 C14 PARKING BY PAINT, MANUF. PER FLA. DEPT. DISABLED OF TRANSPORTATION SPECS. PERMIT ONLY VAN ACCESSIBLE A 4. ($250. 0 FINE) 4-(TYP.) GROUND SIGN POLE PER F.D.O.T. INDEX # 11860 & 11861) 4'-8- /_ GRADE TYPICAL SYMBOL FOR HANDICAP PKG. HANDICAP SIGN DETAIL NTS NTS 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED, 5. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7' FROM PAVEMENT TO BOTTOM OF SIGN). ME M :2 ZD z LdQ 0 — Uj Lj_j 1 0 < U) P cD LLJ Of o Ln _j Li V) z u < F < 2 o u => 0:: 0 LJ 0 _j < V) < u� < Ld _j m 0 Li z U m z m 0 Li y U < V) < W 0 LIJ Qf :E V) 0 0 C) rsiq VA LLJ Ljj 0 u 0 DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C9 12 of 38 I C) CD n �j E 0 U W W �Z vJ W rrW vJ W Z U F_ / / - / / i / l - CITY ACCESS F D AND PUM NANCE / REUS Ij PUMP LOCATION CbN- �' --T BE PAID FOR BY THE / EVELOPER PROVIDED BY �-�' l CITY OF OCOEE AND 0 j / MAINTAINED J3Y TH F OCO ATCH EXISTING 88.50 • �' •, �• .° _- �� CURBbb REUSE IRRIGATION PUMP INTAKE b)' - '�y' PIPE SET AT 24" 79') BELOW . -- --' b g.00 �j- '• 88.30 THE NORMAL WATER r'e v'' • BASE OF FENC ELEVATION (81') NITARY -- (}�3ANHOLE TOP TO Ni c?i\' 0 `�` 1 �C� BE ADJUSTED �N' C)� / ! 89.20 _-- T=92.10� a :. ' •. a,. "' BASE OF F �' .50 g C17 �� g0�,,..j `: d . BASE OF FE �N ' 93.00 �'92.95 �i - ' 89 - ." ".: q' ; ` 89.50 / STING ST�'A�Y �`1 i 90 .. •.• d'4 - BASE OF T ANHOLE PTO �'� = �. 140 LF 24 RCP ; R. BE ADJUSTED""`.c,. 92.95 --- = A,. ' /' �„ / TOP=92.52 ---- _--- = � ---- � BASE OF WAL 2.10 m 92.10 - 91.60 91.60 89.50 12, i vim i •K !1013q3290-33 w 90. .+ W M A 109 LF 30" RCP 0.7% POOR WPM 00 a t /� LF 30" RCP 0 7% P 90.80 _. / _ D-3 168 , 90.00 89.50 - ....� r - / �•0:• :. HP �0.50 �e TUB OUT -' -- 8 r 7 FOR POOL DECK D_RAINS/ 0 90. 0 ` 90. 7 `90. 0.67 D-1 37 / 90.67 90.67 90. 740 6 4 FF. = 91.00 9 .33 137 LF 12' F. = 1.00 -" VC 6. _-.- - - / CONSTRUCTION OF POND/BERMS / f.-. 90.33 90.33 N, 66 LF / The contractor must adopt best management practices for construction of the proposed stormwater / 1 3 90 3 D 15" RCP / ponds. The material handling and placement of fill for construction of the proposed ponds shall be / _ -__ 0 0.1 % / conducted in accordance with the following guidelines. / 1. If required, perform remedial dewatering prior to any earthwork operations. -� 77 7 i8i^�^__-___�---= -----' D-18 a 2. Strip the proposed stormwater management area berm construction limits of all grass, roots, / vegetation, topsoil and other deleterious materials within and ten (10) feet beyond the po 8' :. a r . perimeter and the berm footprint. Deeper clearing and grubbing depths ma be -encountered in 10 r more heavily vegetated areas. v 3. Perform final grading of the pond to dimensic s and elevations specified in the project plans. E f� D �vl A P K E D -- `` -^y�" - During final excavation and grading, -any excess soil or other undesirable materials should be y removed. Undesirable m na�nclude organic materials, and accumulated soil fines, which !ma J U R I S D I C TI 0 �I LINE -- --- - --�tribute-to-tuMdi y. lease note that, if any clayey material is encountered during construction 2' 16' 2' under the pond, these soils should be excavated and filled by in -situ clean sands. 20' \� 4. Use predominantly sandy soils for construction of the retention pond berms and side slopes. 1 These soils should contain preferably less than five (5) percent organic material. Subgrades should be proof -rolled under the observation of a Universal Engineering Sciences engineer (or his representative) for indications of zones of loose or unsuitable soils not encountered in the borings. Undercut and replace, or otherwise treat these zones as recommended by the engineer. 6 4: 1 5. Prior to placing fill, compact berm subgrades from the surface by a medium -weight vibratory roller END JURISDICTION ELEV=81.5 -� - - - ELEV= 81.0 a 10-ton roller, for example) until you obtain a minimum density of 98 percent of the Modified LINE Proctor maximum dry density (ASTM D_1557), to a depth of two (2) feet below the base of the 4» proposed berm. The fill material should be in -situ sands or clean sands with less than 12% fines T I CS' I�L� content. Test berm subgrades for compaction at a frequency of not less than one test per 20' 7"-1--� 200 lineal feet of berm, per foot of improvement depth. __ `'--- -` 6. Place berm fill material as required in uniform ten (10) - to twelve (12)-inch lifts and compact each CONCRETE DISSIPATER -- _ - - lift to a minimum density of 98 percent of the Modified Proctor maximum dry density. Perform - - `- compliance testing within the berm fill at a frequency of not less than one test per 200 lineal feet of N.T.S. "---80-- __ _ _ berm per lift, or at a minimum of two test locations, whichever is greater. j 7. Following completion of final grading and any berm construction, the pond side slopes should be NOTE: 4" CONCRETE PAVEMENT, 28 DAY MIN sodded or stabilized according to applicable County and Water Management District guidelines. COMPRESSION STRENGTH OF 3000 PSI W/ FIBER MESH WETLANDS 2 / TYPE "D" INLET PER FDOT INDEX #232 TOP= 89.00 INV= 74.27 D-2 TYPE "D" INLET PER FDOT INDEX #232 TOP= 89.00 INV.= 75.56 D-13 12" YARD DRAIN (TYP.) TOP=88.50 INV=85.50 D-16 MITERED END SECTION PER FDOT INDEX #272 INV.= 73.50 0 40 80 SCALE = 1" = 40' / Qwiffimmm CONTROL STRUCTURE TOP= 86.00 INV= 81.70 SEE DETAIL SHEET C15 D-17A TYPE "P-7" MANHOLE PER FDOT INDEX #200 TOP= 88.00 INV= 81.65 D-17B TYPE "P-7" MANHOLE PER FDOT INDEX #200 TOP= 87.00 INV= 81.06 D-18 MITERED END SECTION PER FDOT INDEX #272 WITH CONCRETE DISSIPATER INV.= 81.00 D-19 MITERED END SECTION PER FDOT INDEX #272 INV.= 89.00 D-20 MITERED END SECTION PER FDOT INDEX #272 INV.= 88.90 LEGEND EXISTING STORM PIPE PROPOSED STORM PIPE 000.00 PROPOSED SPOT GRADE 000,00 • �'' CONCRETE SIDEWALK PAVERS ��- FLOW ARROW W w z � m z F- z z o Q ~i v 00 _ o0 __-I Q W CD -J III S w or- u7 L < = a o w o U cr_ O _J 0 O z (f) w _ m 0 W z _ Q m z Cn Q m p Y 0 Li Of 0 U LLJ LtJ O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C11 14of38 Q) 0 E Q N 00 O O N N z Q w n >- F=- z I N U -i H I M I N U (/ 1 z O U U 0 0 Q U 1-11 O N O U / E 0 c 0 NORTH MANHOLE OSANITARY S-1 TOP= 92.10 S. INV= 85.22 0 40 80 v) SANITARY MANHOLE r S-2 TOP= 90.10 z w E. INV= 83.71 SCALE = 1" = 40' N. INV= 83.61 0 O U � Z O SANITARY MANHOLE S-3 TOP= 90.20 w O O u)- W. INV= 83.14 U > w NE. INV= 83.04 O w L- O SANITARY MANHOLE S-4 TOP= 91.80 SW. INV= 82.72 v E. INV= 82.62 EXISTING SANITARY MANHOLE w w TOP TO BE ADJUSTED= 91.60 0 N. INV= 82.24 (EXISTING) S-5 S. INV= 82.18 (EXISTING) E. INV= 82.33 (EXISTING) W. INV= 82.24 (TIE INTO EXISTING, ELEVATION TO BE FIELD VERIFIED) SANITARY MANHOLE S-6 TOP= 90.10 S INV= 84.20 SANITARY MANHOLE S—� TOP= 90.13 N INV= 83.25 S INV= 83.15 LEGEND ---_---_— EXISTING SANITARY ---m -- rr— EXISTING WATER MAIN ---�---�— EXISTING REUSE WATER MAIN w PROPOSED WATER MAIN RW PROPOSED REUSE WATER —s s — PROPOSED SANITARY —FMFM— PROPOSED FORCE MAIN PROPOSED STORM WATER FIRE HYDRANT ASSEMBLY CALL 48 HOURS BEFORE YOU DIG IN FLORIDA H GATE VALVE (FOR SECTIONAL CONTROL) (SPACED EVERY 300') 14 WATER LATERAL ySEWER LATERAL 1- 800- 432- 4770 ,,SUNSHINE STATE ONE CALL OF FLORIDA, INC. r W wry z M � z I— z Li z Ln Q o Q LO oo o0 —I � 0 w -� W w Of Ln z �n w 0 Q O Q � 0 I- O z (n w J U m 0 L, z = Q 0 m z ¢ (I) Q m 0 Lij a v�—i w U w ft: _ m 0 0 U Q O LL- W W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C12 15 of 38 SANITARY MANHOLE T0p= Q2.95 NVS= 8V.O� ' ' 81.24 \NV�N=_ C. �y CONNECT TO EXISTING ^- 8^ PVC DOMESTIC SERVICE STUB OUT WITH 8^ DIP WATER MAIN " ~ 5� —8 WATERnu MAIN STUB OUT EXISTING SANITARY \ / WITH PLUG END m*mnoLE |ur TO BE ADJUSTED (3)WATER TOP=91.13 A, VALVES mq WET TAP EXISTING 16' IP RECLAIM PVC -Top,- WATER MAIN 12" WATER MAIN aL 8" DIP WATER � MAIN WITH 8r DOUBLE ____---~ -- r rp" nc�Lnm_~~ ~ M=. � __-__.� __--_-__'.'°. __.s--nw n- `-CURE 8 WETLANDS �L� _ �N� MARKED-) �_/v�/ /v/r`/`/`�_�� .~ |U�>|��|/`T|�lN LINE JURISDICTION END JURISDICTION LINE BOTTOM INV. 89.00 STORMWATER PIPE 0 N: 8" PVC SANITARY MAIN TOP 81.92 INV. 81.25 18" Pvc STORMWATER PIPE CONFLICT #5 BOTTOM INV. 89.on 8" PVC SANITARY MAIN Top 81.70 SANITARY MANHOLE 89.18 ^EDTDP= NINV= 82.21 S|NV= 82.11 SANITARY MANHOLE 88.5 ``ED0P N |NV= 81.17 E(NV= 81.07 SANITARY MANHOLE EDT0P= 89.00 VV|NV= 80.49 E |NV~ 80.39 EXISTING SANITARY MANHOLE T0P= 82'18 N. |NV= 78.99 --- S. |NV= 79.88(EXISTING) W. |NV= 80.08 (CORE BORE) CALL 48 HOURS BEFORE YOU DIG IN FLORIDA� 1-800-432-4770 ,,SUNSHINE STATE ONE CALL OF FLORIDA, INC.] O 40 80 LEGEND ---^---^-- EXISTING SANITARY ----~---~-- EXISTING WATER MAIN ----~---~-- EXISTING REUSE WATER MAIN -----v—---- PROPOSED WATER MAIN -----nv'----' PROPOSED REUSE WATER --»-----`-- PROPOSED SANITARY --n^----ro-- PROPOSED FORCE MAN PROPOSED STORM WATER FIRE HYDRANT ASSEMBLY GATE VALVE ~` FOR SECTIONAL CONTROL) (SPACED EVERY 300') | / WATER LATERAL � SEWER LATERAL Lj- ry Ld _j CIO 0_ ry (� " U --- ' LLJ LLJ [] U O DATE 03/08 PROJECT NO. {]491[}026 SHEET NUk4BE7 C13 16 f 38 0 _0 E N 00 0 0 CN Ljj I-- cj� 0 2 43 E ° 4 S 1 CAR ON DRIVEWAY 5' SIDEWALK (TYP.) 0 N PER UNIT 20 1 CAR GARAGE PER UNIT 4' SIDEWALK (TYP.) UNIT UNIT TYPE B\ ,TYPE A LJ.ID / /1).0 / 1 1 TYPICAL TOWNHOUSE LOT DIMENSIONS LOT AREA 2,367 SF PER ONE LOT TOTAL PROPOSED LOTS 52 \-- MIN. 2" TYPE S—III ASPHALTIC CONCRETE SURFACE COURSE AND FRICTION COURSE FC-4 (MIN. 1" THICK)* V10" LIMEROCK BASE (LBR 100)* COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 (IN TWO (2) LIFTS) 12" TYPE "B" STABILIZATION, LBR 40* COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 *REFER TO FDOT STANDARD AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) FOR DENSITY REQUIREMENTS OF ABOVE MATERIALS TYPICAL PAVEMENT SECTION WITHIN RIGHT—OF—WAY AND SUBGRADE EXPOSED AGGREGATE CONCRETE OR CUSHIONED SUR— FACES OF RUBBER OR PLASTIC CONFORMING TO SECTION 4.27.2 OF A.D.A. CODE HANDICAP SIDEWALK RAMP NTS 'MIN. 1-4" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE (1500 MARSHALL STABILITY) \_6" LIMEROCK BASE (98% MAX. DENSITY W/LBR100) 12" SUB —GRADE COMPACTED TO 75 PSI FBV 98% DENSITY TO EXTEND 12" BEYOND BACK OF CURB TYPICAL PAVEMENT SECTION esJ EdOu e Ot P¢d Farb Paw Far Or Round Camws b Ra 'i,(rnoreed WXf XWh4 4A 4 10 5 TOP VIEW —SINGLE PIPE SM. ORah a• sod 44 W. 2r p�, �C' 'Skm Mkt MI . TFa Plp. m n I.agnrMd WOW. 2:1 Maw. To I p Far Ppa 18' AM Sm".r. SECTION I 1:1 Ftr Pyss 2,r Md l ar. CROSS DRAIN MITERED END SECTION NTS f4 12" COMPACTED SUBGRAOE MIN. LBR 40 COMPACTED TO MIN 98% OF MAX. DRY DENSITY 6T-18O, COMPACT 2' MINIMUM DEPTH OR FULL EPTH OF FILL, WHICHEVER IS GREATER. AASHTO (ASTM D 1557E) 4" CONCRETE PAVEMENT, 28 DAY MIN COMPRESSION STRENGTH OF 3500 PSI W/ FIBER MESH (IIASTM C-39) 1 NTS 6» Joint Seal BROOM FINISH 00 Conc. Pav't. 1" 2 Exp. Joint And Preformed Joint Filler =0R SIDEWALK TYPE D NOTE: 1. EXPANSION JOINTED WILL BE SPACED EQUALLY TO MAKE A SQUARE SECTION. 120' Max. 120' Max. 30' Max. 30' Max. 30' Max. A D D D D D E D D F D D A A B C B C B C B C B A 5' 5' 5' 5' 5' 5' 5' , d "^�,1 5' 5' 5' 5' S 1 5' 5' 5 V- Return Cu /� d /p d Return Curb Turnout Or Other Rigid Structure— ` Turnout Or Other Rigid Structure SAWED JOINTS EXAGGERATED SCALE OPEN JOINTS LONGITUDINAL SECTION FOOTNOTES: ALL JOINTS SHALL BE SPACED AT A DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. SIDEWALK JOINTS li A (Utility Pole, Ex.) Walkaround (3' Min.) Existing sidewalk A ~--Sidewalk--� A Si ewal �— '* --Utility Strip—_,,'--� Turnout � �'— Utility Stri Existing A--� ) Turnout Or Sidestreet I (Partial Return Shown) SIDEWALK WITH UTILITY STRIP JOINT LEGEND FOOTNOTES 2" EXPANSION JOINTS (PREFORMED JOINT FILLER) ALL 1/12" JOINTS SHALL BE CONSTRUCTED WITH PREFORMED JOINT FILLER. "DUMMY JOINTS, TOOLED * 1/8"OPEN JOINTS PLACED AT EQUAL (20' MAX.) INTERVALS FOR J' FORMED OPEN JOINTS DRIVEWAYS OVER 20' WIDE. JOINTS IN CURB AND GUTTER TO " SAW GUT JOINTS, 1Z" DEEP (96 HOUR) MAX. 5' CENTERS MATCH JOINTS IN DRIVEWAYS. SAW CUT JOINTS, 17" DEEP (12 HOUR) MAX. 30' CENTERS 6 DRIVEWAYS (" CONCRETE) SHALL BE OF A UNIFORM WIDTH " EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120' ¢ AS SHOWN (6 SHT. P-1. (W) COLD JOINT WITH BOND BREAKER, TOOLED i GENERAL NOTES SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION NO. 522 EXCEPT FOR CURB CUT RAMP RUNS WHICH SHALL BE FINISHED IN ACCORDANCE WITH INDEX NO. 304. BOND BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED MATERIAL HAVING A THICKNESS OF NOT LESS THAN 6 MILS ';NOR MORE THAN 1/2". Ln 5-5 PLAN 311 54_ 3" Eye Bo See Ind y #4 Bc 12, SECTION TYPE D Recommended Maximum Pipe Size: 3'-I" Wall-24" Pipe 4'-1" W011-36" Pipe in f 0 LO t- w 2 q 14) d- I Q w w � O 0 � N O Z 0 :2 X X-0C 0 C:N v M rY > 0 5-all 4 PLAN 3'-4" L 5 3n 2' _ 0,1 r� 4 Grate 0 Cl. Eye Bolt See Index 201 U N f::���,#4 Bars 12" Ctrs. SECTION TYPE C Recommended Maximum Pipe Size: 2'-0" Wall-18" Pipe 3'-1" Wall-24" Pipe Same Slope As Adjacent Pavement Joint 3" Seal "I 4 311 ,.�� 4 R Conc. Pav't. 2 Exp. Joint And Preformed Joint Filler TYPE A CURB NTS ^) O I 1n y 72 Std. 6" Min. 8 , *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6", unless otherwise shown on plans. TYPE F 6' BLACK DECTORATIVE FENCE DETAIL NTS \Data\Chad\Projects\026*Vilii\CPJD\JVIL\RASTER\TYPICAL CONCRETE PAVER SECTION,JPC V-0' Q71 TIP. AU. SIDES 1/8" THK. ALUMINUM SKIMMER SKIMMER BLADE MOUNTING 06c BRACKET 2•-0• USE TYPE "C" DITCH BOTTOM INLET F.D.O.T. INDEX 232 jf iV 8" WELD CORNERS PLAN VIEW 1/8" THK. STAINLESS STEEL SKIMMER BLADE WITH STAINLESS STEEL MOUNTING HARDWARE SKIMMER MOUNTING BRACKET ELEV86.50 (TOP OF SKIMMER) ELEV. 86.0 (TOP OF STRUCTURE) ELEV. 85.50 (BOTTOM OF SKIMMER) _ SCREEN INCLOSURE AROUND ALL FOUR SIDES OF ORIFICE ,�— EXTENDED INTO THE CONCRETE PAD ON THE BOTTOM 2.79" TEE ORIFICE ELEV. 82.97 CI INV. ELEV. 81.70 SIDE VIEW 4" CONCRETE PAD FRONT VIEW 3" 0 PVC PIPE WITH TEE _SCREW CAP TOP FOR ACCESS FOR MAINTENANCE 6" BELOW NWL PERMANENT SCREW CAP WITH A 2 79 HOLE DRILLED ORIFICE DETAIL THROUGH IT POND EMERGENCY CONTROL STRUCTURE DETAIL NTS W Li z m o z Imo— z z Q o Q 0 J � 0In z w [,I 1 a z CD Q Z Q 2 7) w o U Irf 0 � o O J U = Q cn Q z t!) wa m o z m z M m o IJJ Y_ U W Of :I:0 U W Z 0 U ry vJ Z O U DATE 03/08 PROJECT N0. 04910026 SHEET NUMBER C15 18 of 38 Im CO _0 CA O E Y C) I E 0 .11 cn z 0 LLJ c,n N E Ci) I 0 a I C)7) 0 ry n n I CD C\l O CC) 0 O O QO C14 0 0 0 C b3 E 0 r W w z o m � z I— z � o � a 00 w z Q cr- c~n 00 w J W w Ln z Q a Li o U ch � 0 O J U = L/') z cf) Q w U) m 0 w z o �. m z o m m 0 w � Q O� U g< W W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER C20 23 of 38 J Q w cn U m 00 W NORTH N Q \ \ 0 60 20 cn \ z w \ SCALE = 1" = 60' -- — — — o o j ---- - — - — UU W CLARKE ROACH W 0 W 0 z 500':a I _ r aQ) __----_ _.Li z I— z 10 li�Irv' 6 1 1 14 15 20 2 Q Q zc � CO- 3 J LC) W w LT- 0 - O �� w Q Q • -1 i i Li� Q Q R ! U U ° I V m W Q W 0-) Lli J y 'S � ¢ (n Q w 00 =77 �w j � a \T/N 0 60 120 — SCALE = 1" = 60' NDSCgp BUFFS 500, _ ---50' BUILDINGSETBACK � — — —`-- ---- _ 1 \ \ O W W O O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER R1 24 of 38 RETAINING WALL SCHEDULE = PROPERTIES WALL DIMENSIONS FOOTING TOE HEEL KEY WALL o Of DESIGNATION w v z (ELEVATION) ¢ Jcn u- cn vf) w o Q b _j cn _j w a v WIDTH THK WIDTH WIDTH WIDTH WIDTH X w °� w i, m0 m0 ¢ry,' ¢ > O FW FT TW HW KW WT :2 a Of ry T.O.W. B.O.W. 97' 94' 4 6 4'-6" 1'-0" 1'-0" 2'-6" 9" 12" .282 #5 9" O.C. #5 12" O.C. 98.5' 91.5' 7 9 6'-0" 1'-0" 1'-6" 3 -6 91, 12' .352 #6 9 O.C. #6 12" O.C. 101' 93' 8 10 6'-0" 1'-0" 1'-6" 3'-6" 9" 12" .382 #6 9" O.C. #6 12" O.C. 6' HEIGHT CMU SCREEN WALL WITH RED BRICK FACE AND DECORTIVE CAP SEE SHEET RT-2 FOR STURCTURAL DESIGN 24" LAP THROUGH -OUT WALL 2" CLEAR HORIZONTAL STEEL i WT 3" CLEAR VERTICAL STEEL \i��\/\/ i\ FINISHED GRADE SEE SITE PLAN ... w.. :. ..... ... J. .. ....... a .. .. a' . � .. .. ... a ..... 0 O 2" WEEP HOLES a° _ @ 10'-0" O.C. _ = SLOPE TO DRAIN 1'-0" SQUARE °' COMPACTED BACKFILL J _ = HARDWARE CLOTH ° a ° WITHOUT RUBBLE OR CENTERED BEHIND ° 4 ORGANIC MATTER, AND it II OPENING WITH PLASTICITY INDEX cn L_ . a LESS THAN 20. COMPACT I� = = z a BACKFILL TO DENSITY = FINISHED EQUAL TO ADJACENT SOIL. GRADE FILTER CLOTH .Q FILTER "A" OR "B" � PERVIOUS AGGREGATE ° ... a ° o. c ° a'4' 4" UNDER DRAIN WRAPPER 177 14 e •e • .. � WITH FILTER FABRIC WITH tc� Q •-4: . • L ° . A. HWHOLE A TEE CONNECTION TO WEEP PIPES it TW U 3" KW 3" FW KEY SHALL BE LOCATED DIRECTLY UNDER WALL STEM LINE THRU-OUT RETAING WALL LENGTH RETAINING WALL - SCREEN WALL SECTION r i i 24" RETAINING WALL - COLUMN SECTION NTS NTS CANTILEVE A. MATERI 1.0 S mus L ASTM SPECIFICATION -EEL (MINIMUM) 01 CONCRETE REINFORCING A615 GRADE 60 02 ALL REINFORCED STEEL SHALL BE DETAILED AND INSTALLED PER MOST RECENT AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS (ACI 315). MINIMUM REINFORCING STELL COVERAGE SHALL BE: FOOTINGS - 3" FROM EARTH WALLS - 3" VERTICAL, 2" HORIZONTAL )NCRETE 01 PORTLAND CEMENT C-150 02 AGGREGATE C-33 03 ALL CONCRETE SHALL HAVE A MINIMUM COMPESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. USE OF CALCIUM CHLORIDE OR FLY ASH IS PROHIBITED. CONCRETE SHALL BE PLACED AND CURED PER LATEST ACI SPECIFICATIONS. CONCRETE SHALL NOT BE PLACED IN FREEZING WEATHER. B. GENERAL i 1.0 S'OIL BEARING SPECIFICATIONS: 2,000 PSF MINIMUM 2.0 DESIGNS TARE NOT INTENDED TO BE USED WHERE ICE COULD F6RM UNDER FOUNDATIONS OR ADJACENT TO WALL. 3.0 €l NO WATER LINES SHALL BE PERMITTED BEHIND RETAINING' WALL. STANDING WATER BEHIND WALL IS PROHIBITED, POSITIVE DRAINAGE OF ALL SURFACE WATER BEHIND RETAINING WALL IS REQUIRED. 4.0 BUILDINGS SHALL NOT BE LOCATED ADJACENT TO WALL WITHIN A DISTANCE LESS THAN 3 TIMES THE HEIGHT OF THE WALL OR 15', WHICHEVER IS GREATER. 4.0 NO ORGANIC MATERIAL SHALL BE PRESENT IN OR AROUND THE CONSTRUCTION OF THE CIP RETAINING WALL. IF ORGANIC MATERIAL11 REMOVAL PLAN HAS BEEN DEVELOPED, GC SHALL INSURE THAT ALL MATERIAL HAS BEEN REMOVED OR ASSUME FULL RESPONSIBLITY OF THE WALL ASSEMBLY. C. DESIGN CRITERIA 1.0 SOIL PARAMETERS DENSITY 110 PCF ANGLE OF INTERNAL FRICTION 34 DEGREES COEFFICIENT OF FRICTION OF BASE MATERIAL 0.55 TERZAGHI BEARING FACTOR Nr 33.0 TERIZAGHI BEARING FACTOR Ng 32.0 COEFFIEIENCT OF ACTIVE EARTH PRESSURE Ka 0.30 ACTIVE EARTH PRESSURE Pa 31.10 PCF 2.0 CONCRETE DENSITY I) 150 PCF ­1 RED BRICK IVE CAP FOR ,N SEE SITE ER TO RT-2 FOR Si OUND COLUMN LOCP OUT WALL UNDER WALL STEM LINE THRU-OUT RETAING WALL LENGTH PLAN TIONS GENERAL STRUCTURAL NOTES 1. THESE NOTES ARE NOT INTENDED TO REPLACE THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE REQUIREMENTS OF THE SPECIFICATIONS AND THESE NOTES, THE MORE STRINGENT REQUIREMENT SHALL APPLY. DIMENSIONS 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS AND DETAILS BEFORE STARTING ANY WORK. IF ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 2. THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTION FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. BASIS OF DESIGN 1. DESIGN LOADS AND REQUIREMENTS ARE IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE. CAST -IN -PLACE CONCRETE 2. ALL CONCRETE MATERIALS, PLACING AND HANDLING SHALL BE IN ACCORDANCE WITH ACI 318- AND ACI 301. 3. ALL CONCRETE PLACEMENT SHALL BE DONE IN THE DRY. 4. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 psi, A MAXIMUM WATER CEMENT RATIO OF 0.40, AND A SLUMP RANGING FROM 3 TO 5 INCHES. PEAROCK AGGREGATE SHALL NOT BE USED. 5• PROVIDE 1/2" CHAMFERS ON ALL EXPOSED EDGES UNLESS OTHERWISE NOTED. 6• PROVIDE 2" MINIMUM CONCRETE COVER OVER REINFORCING BARS EXCEPT AS OTHERWISE NOTED. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE ASTM A615 WITH SUPPLEMENT, GRADE 60. 2. TOLERANCES FOR REINFORCING BAR FABRICATION SHALL CONFORM TO THE CURRENT CRSI MANUAL OF STANDARD PRACTICE. 3. ALL LAP LENGTHS SHALL BE IN ACCORDANCE WITH ACI 318- AND CRSI STANDARD PRACTICES. FOUNDATION 1. SOILS WITHIN TWO FEET BELOW THE BOTTOM OF THE SPREAD FOOTING FOUNDATION AND WITHIN THE FILL AREA SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2. UNSUITABLE SOIL MATERIAL SHALL BE EXCAVATED AND REPLACED WITH CLEAN SAND. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY EXISTING FOUNDATION CONDITIONS OR DETAILS THAT ARE IN CONFLICT WITH THOSE INDICATED AND SHOWN ON THE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING CONDITIONS AS REQUIRED TO PREVENT DISTURBANCE TO EXISTING FACILITIES AS A RESULT OF THE WORK. 5. CONTRACTOR IS TO RESTORE ALL DISTURBED AREAS TO MEET OR EXCEED ORIGINAL SITE CONDITIONS. SUBMITTALS THE FOLLOWING SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND COMPLIANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO FABRICATION, INSTALLATION OR COMMENCEMENT OF THE WORK: - CONCRETE MIX DESIGNS - BILL OF REINFORCING AND LAYOUT - JOINT LAYOUT AND MATERIALS - MISCELLANEOUS METAL FABRICATIONS IN ADDITION, CUT SHEETS FOR OTHER MATERIALS AND APPROPRIATE CERTIFICATIONS SHALL ALSO BE SUBMITTED AS REQUIRED. ADDTIONAL NOTES 1. GC SHALL NOT RUB AND GRIND ON VISIBLE PART OF WALL. n 4" SEE NOTE 2. SEE NOTE 4. SEE NOTE 3. #3 SUPPORT BAR. TIE TO EACH DOWEL AND HORIZONTAL BARS. • • • • •a. y a a • a a o a a a a a° I A_ __ SEE NOTE 1 EQUAL EQUAL 1/2" CHAMFER A V TYPICAL NOTCH NOTES: 1. PROVIDE SMOOTH DOWEL BARS AT SAME SPACING AS HORIZONTAL REINFORCEMENT. SEE SCHEDULE FOR NUMBER, SIZE AND LENGTH. LIGHTLY COAT EXPOSED END OF DOWEL WITH PARAFFIN -BASED LUBRICANT, ASPHALT EMULSION, FORM OIL OR GREASE IMMEDIATELY BEFORE CONCRETE OR USE A PLASTIC OR METAL SLEEVE SPECIFICALLY DESIGNED FOR THE PURPOSE OF PREVENTING A BOND BETWEEN THE DOWEL AND CONCRETE. DOWELS ARE TO BE PARALLEL TO WALL SURFACE AND HORIZONTAL AND SHALL BE SECURED TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. CENTER DOWEL IN WALL WHERE ONLY ONE DOWEL IS SCHEDULED. 2. PROVIDE CONTINUOUS VERTICAL GROOVE FORMED IN EACH FACE OF WALL. SEE SCHEDULE FOR DIMENSIONS. FILL GROOVE WITH PERMANENT SEALANT AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. PROVIDE CONTINUOUS WATERSTOP AT BELOW GRADE CONDITIONS AND WHERE SHOWN ON ARCHITECTURAL DRAWINGS. VERTICAL CONSTRUCTION JOINT DETAIL (32'-0" MAX) m GROOVE DIMENSION SCHED. WALL THICKNESS t (INCHES) A B C 8" <= t < 12" 1" 3/8" 1/4" 12" <= t < 16" 1 1/2" 3/8" 1/4" 16" <= t < 22" 2" 9/16" 3/8" 22" <= t < 26" 2 1/2" 9/16" 3/8" 26" <= t < 36" 3" 3/4" 1/2" 36" <= t < 42" 4" 7/8" 1/2" t > = 42" 5" 1 " 1/2" ADDITIONAL DOWEL SCHEDULE HORIZ BAR SIZE DOWEL NUMBER, SIZE x LENGTH t < 12" t >-- 12" #4 (1)1/2"0 x 2'-0" (2)3/8"0 x 2'-0" #5 (1)1 /2" 0 x 2'-0" (2)3/8" 0 x 2'-0" #6 (1)3/4"0 x 3'-2" (2)4/8"0 x 2'-0" #7 (1)7/8" 0 x 4'-4" (2)5/8"0 x 2'-6" #8 (1)7/8" 0 x 4'-4" (2)5/8" o x 2'-6" #9 N.A. (2)6/8"0 x 3'-2" #10 N.A. (2)7/8"0 x 4'-4" #11 N.A. (2)1"0 x 6'-0" 4. BREAK BOND BETWEEN NEW AND PREVIOUSLY PLACED CONCRETE BY SPRAYING OR PAINTING EXPOSED SIDE WITH A CURING COMPOUND, BOND BREAKER, OR FORM OIL. 5. SUBMIT PROPOSED WALL JOINT LOCATION FOR APPROVAL PRIOR TO DETAILING REINFORCEMENT. JOINTS SHALL BE SPACED NO CLOSER THAN 5'-0" FROM CORNERS AND PILASTER. 6. THIS DETAIL IS NOT TO BE USED WHERE WALL SPANS HORIZONTALLY TO SUPPORT LATERAL AND/OR VERTICAL LOADS. SEE PLANS FOR LOCATIONS WHERE WALLS ARE SO DESIGNED. (n H z W O cn U z w U w u) O j U w O O v w 0 z r W w z m z I--- z z Q I- ccn 00 c5 z Li J W w m z 0 F w o Q 1-- U o � 0 � O z cn Q Ld U) U m m w z ¢ m z Q ¢ < >- m LLI Y Q n W Un 0 0 U W V Z Z F_ W '0''III0 U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER RT-1 25 of 38 C_ 0 7) r 00 N 00 O O N N N I t- n, J J Q z w W U co N I T f- cn z O U J 0 0 a U Q0 N O 1-11 0 C_ U i6 E 0 0 DWL, W/ STANDARD 8x8 LINTEL HOOK W/ 6" MIN. CMU EMBEDDMENT FROM BOTTOM OF BOND BEAM BOND BEAM { a .•d 1 1/2" MIN. COVER a•- s- VERT, REINF, IN GROUTED CELL W/ MIN, -a. OVERLAP • a• 8x8 STANDARD CMU WITH BRICK FACE AND d DECORTIVE 25" MIN. CAP OVERLAP 5 z� - W ED -r d U 0 a VERT, REINF, IN GROUTED CELL EVERY 4' W/ MIN. OVERLAP OF 25" #5 WALL REINF, SPACED EVERY 4' W/ POURED CELL LAP 25" MIN, W/ FOOTER DWL, #5 FTC, DWL, W/_ STANDARD HOOK 3-#5 CONTINUOUS SPACED EVERY 12" CLEAN OUT REQ'D FOR POURED CELL -­,�3" MIN, COVER FOOTER SEE FOOTER REINFORCEMENT DWL, W/ DETAIL F❑R WALL STANDARD THIS SHEET HOOK W/ 6" MIN, EMBEDMENT INT❑ FOOTER 6' MASONRY WALL DETAIL H 1 L 3" MIN, (TYP,) #5 CORNER BAR OVERLAP 1-#5 DWI IN CORNER #5 SPACED A CONCRETE MASONRY441 UNIT WITH BRICK FACE AND DECORTIVE CAP zW z> o TOP OF /- S❑IL \ \� #5 SPACED EVERY 12" 3" MIN, CO\ ON REINF, 3" MIN, COVER FOOTERDETAIL i In 1 WALL PLAN VIEW �J n r {DWL, W/ STANDARD z HOOK W/ 6" MIN, 1 EMBEDDMENT FROM BOTTOM OF BOND BEAM rr� ".JNTINU❑US FOR WALL FOOTER FOOTER PLAN VIEW STEEL LAYOUT 1_L[_L ' STANDARD PED REINF, BOND BEAM CORNER DETAIL NOTE1 ALL OVERLAPS 25" MIN, CMU BLOCK FILLED CELL WITH 1-#5 REBAR (TYP,) AT CORNERS VERT. REINF, IN GROUTED CELL W/ MIN, OVERLAP 8x8 STANDARD CMU WITH BRICK CE AND DECORTIVE-` CAP i 25" MIN, i OVERLAP`- FOOTER REINFORCEMENT NOTE: 6 FOOT WALL HEIGHT WILL BE MEASURED FROM THE HIGHEST POINT ADJACENT TOIIFINISHED GRADE IN FRONT OR BACK OF WALE. CMU BLOCK FILLED CELL WITH 1-#5 REBAR (TYP.) EVERY 4' SEE FOOTER DETAIL THIS SHEET 8x8 LINTEL CMU 1 1/2" MIN, COVER X Q z 0 \CLEAN OUT REQ'D FOR POURED CELL 3" MIN. COVER DWL, W/ STANDARD HOOK W/ 6" MIN. EMBEDMENT INTO FOOTER NOTES : 1, ALL C❑NSTRUCTI❑N SHALL CONFORM TO LOCAL AND STATE BUILDING CODES AND STANDARDS, 2. DESIGN SOIL BEARING PRESSURE - 2000 PSF, (CONTRACTOR TO VERIFY) 3. THE SIDES OF F❑❑TINGS MAY BE EARTH -FORMED IF THE EXCAVATI❑N CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED, CLEAN OUT ❑PENINGS 1. CLEAN OUT ❑PENINGS SHALL BE PROVIDED FOR CELLS C❑NTAINING SPLICED REINF❑RCEMENT WHEN THE GROUT POUR EXCEEDS 5' IN HEIGHT, 2. WHERE CLEAN OUT ❑PENINGS ARE REQUIRED, AN OPENING SHALL BE PR❑VIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED, 3. CLEAN OUT ❑PENINGS SHALL HAVE A MINIMUM AREA OF 12 SQ, IN, AND A MINIMUM ❑PENING DIMENSION OF 3". STRUCTURAL NOTES Foundation & Concrete Notes: 1. Concrete 28 Day Strength shall be as follows: a. Footings/Grade Beams 3,000 psi b. Slabs on Grade 4,000 psi (w/ air entrainment 4%-6%) 2. All footings shall bear on firm undisturbed residual soil and/or engineered earth fill compacted to 100% of its maximum dry density as per ASTM D 698-70 (Standard Proctor), unless noted otherwise. The soil bearing capacity is to be verified by Geotechnical Engineer prior to construction. 3. All concrete and reinforcing steel shall conform to ACI 318 and ACI 301 latest edition, and ASTM A615-60. Contractor to have copies of the ACI documents at the job site during construction. 4. Provide 2'-6" x 2'-6" corner bars at corners of all continuously reinforced elements such as walls, footings, bond beams, etc. Corner bars shall be the same size, spacing, location, and quantity as the continuous reinforcing. 5. All reinforcing steel lap splices shall be Class "B" with 24" minimum, unless otherwise noted. 6. The following minimum concrete cover shall be provided for reinforcing bars (per ACI. 318): a. Cast against and permanently exposed earth 3" b. Formed and Exposed to Earth or Weather 1) #6 thru #18 bars 2" 2) #5 bars, W31 wire, & smaller 1 1 /2" c. Formed and Not exposed to weather or in contact with the ground 1) Slabs, walls, and joist (#11 bars and smaller) 3/4" 2) Beams, girders, and columns (Principle reinf., ties, stirrups, spirals) 1 1 /2" 7. Contraction joints shown may be saw cuts 1 /8" wide x 1 /4 slab thickness or other submitted and approved method unless noted otherwise. DESIGN LOADS TABLE - 2004 FLORIDA BUILDING CODE W/ 2005 AMENDMENTS WIND DESIGN LOADS: (ASCE 7-02) SOLID FREE STANDING WALLS/SOLID SIGN WIND SPEED 120 MPH (3 SECOND GUST) IMPORTANCE FACTOR 1.0 WIND EXPOSURE B v = 12' /6' = 2 Cf = 1.2 Ka = 0.85 q = 18 PSF SOIL BEARING PRESSURE (ASSUMED) 2,500 PSF Masonry Notes: 1. CMU to be of lightweight aggregate design per ASTM D90-75. f'm = 1500 psi or greater 2. Mortar shall be: (type S) for block (type N) for veneer block and brick 3. Masonry reinforcing for masonry walls shall be Dur-o-wall assembly or approved equal and shall have product approval of governing code. Reinforcing shall be manufactured from cold drawn steel wire conforming to ASTM A82. Cross rods and side rods shall not be less than No. 9 gage wire. 4. Grout hollow masonry units solid as shown on plans. Fine and coarse grouts shall conform to ASTM C476 and shall attain a minimum compressive strength of 2500 psi at 28 days. Grout shall attain 80% of design strength prior to application of service loads. 5. The selection of fine and coarse grouts and the maximum grout pour height shall be in conformance with the grout space requirements set forth in the specification for masonry structures (AC1530/ASCE5/TMS502). 6. Vertical reinforcing shall extend up into the bond beam. 7. Lap reinforcing in cmu 48 bar diameters. 8. Grout shall be consolidated immediately after pouring and reconsolidated. 9. Stop each intermediate grout lift 1 1 /2" below the top of the masonry. 10. Anchor into grout block cells only. 11. Locate bars at center of cells. 12. Provide rebar positioners at 4'-0" o.c. min. vertically. 13. Tooth block at intersection or butt intersection wall and provide 1/4" x 1" bar "Z" ties at 48" o.c. vertical. CLEAN OUT OPENINGS 1. CLEAN OUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5' IN HEIGHT. 2, WHERE CLEAN OUT OPENINGS ARE REQUIRED, AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 3. CLEAN OUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQ. IN. AND A MINIMUM OPENING DIMENSION OF 3". Cn z w O � z iJ O w co O > U O a- L_ O iJ n 0 r W wm z � o � � z I- z z z (n Q o Q U) CD w 00 oo Ln < v z � En w o Q z U _ Q o � F-- O z () w J m 0 W z = Q m z Q (n Q m 0 � v w U W ry S U) n 0 U W a w 0 J J Z W W U w W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER RT-2 26 of 38 Type A Or B Fence Note: Bales to be staked at the direction of the Engineer. Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Face Of Bales. BALES BACKED BY FENCE N.T.S. * SYNTHETIC BALES SHALL BE USED IN PLACE OF HALE BALES. k - Type III Silt Fence Protection Around Ditch Bottom Inlets. PUT FILTER FABRIC UNDER GRATE DURING CONSTRUCTION Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS N.T.S. of of Bales To But Flow oI ow o) Loose Soil Placed By Shovel PLAN And Lightly Compacted Along Anchor Bales With The Upstream Edge Of Bales. 2-2" x 2" x 4' Sto es 6' Min. Per Bale. Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE BARRIERS FOR FILL SLOPES N.T.S. Ia 0- 00 N 00 O O N d- N D I zT n n Cn Z O U 1-11 0 Q U 0 CD N O 0 U a� E a s= c L 0 50' MIN. 6" MIN. STONE 3' FILTER CLOTH PROFILE 50' MIN. r� EXISTING GROUND R35' ---� 12' MIN. R35' N.T.S. EXISTING PAVEMENT MOUNTABLE BERM 10' MIN. EXISTING PAVEMENT 10' MIN. STABILIZED CONSTRUCTION ENTRANCE 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE . IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVED SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Ditch 411 olmll" Ditch Curb & Gutter PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Post Options: Wood 2�' M1n10 Wood 2" x 4" Oak 1 �'x 1 Steel 1.33 Lbs/Ft. M & Gutter Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES N.T.S. * SYNTHETIC BALES SHALL BE USED IN PLACE OF HALE BALES. 6' Max. Optional Post Positions -` 20.1 Principle Post Position (Canted 20' Toward Flow) v UI Filter Fabric (In Conformance With Sec. 985 FDOT Spec.) ELEVATION TYPE III SILT FENCE N.T.S. SECTION Fabric GEMENT PRACTICES: THIS PLAN HAS BEEN PREPARED TO ENSUE COMPLIANCE WITH APPROPRIATE CONDITIONS OF FLORIDA DEPARTMENT OF ENVIRONMENTAL €PROTECTION (FDEP), CITY OF OCOEE LAND DEVELOPMENT REGULATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SJRWMD.. THE PLAN ADDRESSES THE FOLLOWING AREIAS: 1. GENERAL EROSION CONTROL. 2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. 3. CONTROL OF WIND EROSION. THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON' THIS PLAN ARE ONLY SUGGESTED BMP(S). THE CONTRACTOR SHALL PROVIDE POLLIIUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEX #100 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION SECTION 1 GENERAL EROSION CONTROL: 1.1 GENERAL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL POND SLOPE CAVE-INS. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION `.'ACTIVITIES. 1.2 SLOPES OF BANKS OF RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 5H:1V FROM TOP OF BANK TO TWO FEET BELOW THE CONTROL ELEVATION. 1.3 SOD SHALL BE PLACED FOR AI I MIN. 2-FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS SOD SHALL BE PLACED BEFORE SILT BARRIERS ARE REMOVED. 1.4 CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE COVERED WITH HAY OR OVER SEEDED AND PERIODICALLY WATERED SUFFICIENTLY TO STABILIZE THE TEMPORARY GROUNDCOVER. 2.1 SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING THE FOLLOWING BEST MANAGEMENT PRACTICES IN THE CONSTRUCTION PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. 2.2 WHERE PRACTICAL, STORMWATER SHALLBE CONVEYED BY SWALES. 2.3 EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITEI SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING': A. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. B. STORMWATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN ON THIS SHEET. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE. 2.4 HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTSI FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. 1' 2.5 SILT BARRIERS, ANY SILT WHICH ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. 2.6 WHERE REQUIRED TO PREVENT EROSION'FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN `';IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. 2.7 ALL PAINTS) AND OTHER HAZARDOUS MATERIALS SHALL BE CONTAINED WITHIN A SINGLE ON -SITE AREA WITHIN SEALED CONTAINERS. 2.8 INSPECTION AND MAINTENANCE PROCEDURES FOR CONTROL MEASURES IDENTIFIED IN THE PLAN: A. THE CONTRACTOR IS REQUIRED TO PROVIDE A QUALIFIED INSPECTOR TO PERFORM AND DOCUMENT REQUIRED INSPECTIONS. B. ALL DISTURBED AREAS, STORAGE AREAS,;' AND CONSTRUCTION EXITS MUST BE INSPECTED. THIS INCLUDES OFF -SITE CONSTRUCTION AREAS. C. INSPECTIONS MUST BE COMPLETED ONCE EVERY SEVEN DAYS AND/OR WITHIN 24 HOURS OF A STORM EVENT OF 0.5 INCHES OR GREATER (CONTRACTOR TO PROVIDE AN ON -SITE RAIN GAUGE. AND PROVIDE DAILY RECORDING OF RAIN EVENTS). D. ALL AREAS OF UNSATISFACTORY CONTROLS (INCLUDING EXISTING CONTROL MEASURES OR AREAS REQUIRING ADDITIONAL CONTROL MEASURES) SHALL BE REPAIRED/MAINTAINED/INSTALLED WITHIN 241 HOURS OF THE OBSERVANCE OR PRIOR TO AN ANTICIPATED RAIN EVENT IF FORECAST SOONERI THAN 24 HOURS. 2.9 ALL WATER RUNOFF RESULTING] FROM SOURCES OTHER THAN RAINFALL EVENTS (I.E. BLOW -OFF FROM HYDRO -STATIC TESTING, POCESS WATER FROM VEHICLE WASHDOWN, ETC.) SHALL BE DIRECTED TOWARDS THE ON-SITEII SURFACE WATER MANAGEMENT SYSTEM, WHETHER IN TEMPORARY OR FINAL CONDITION, SO THAT IT HAS NO ADVERSE IMPACTS TO DOWNSTREAM WATER QUALITY CONDITIONS. SECTION 3 CONTROL OF WIND EROSION: 3.1 WIND EROSION SHALL BE CONTROLLED BY EMPLOYING THE FOLLOWING METHODS AS NECESSARY AND APPROPRIATE: A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST; IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE UST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF `'DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE CLEARING AND SITE PR PARA11ONI 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 SHALL 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 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL 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 UTILIZED 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 SHALL 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 SHALL 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. 8. CONTRACTOR SHALL MAINTAIN STORMWATER MANAGEMENT SYSTEM TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING STORM EVENTS. 9. DISTURBED AREA(S) WITHIN THE ROW WILL COMPACTED TO 98% OF MAXIMUM DENSITY AND SODDED. 10. DO NOT DISTRUB EXISTING UNDERDRAIN OR STORM SYSTEMS. 11. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 12. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER. CONTRACTOR SHALL PROVIDE TO ENGINEER PHOTOGRAPH OF PRE -CONSTRUCTION CONDITIONS AND POST -CONSTRUCTION CONDITIONS AS REQUESTED BY ENGINEER. 13. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 14. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF SITE IN A LEGAL MANNER. 15. DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING IS IN PLACE, THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING OF FACILITATE WATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. 16. 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 BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 18. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS 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. EROSION AND SILTATION CONTROL: 1. GENERAL - ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION, WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. 2. PROTECTION AND STABILIZATION OF ON -SITE SOIL STOCKPILES - FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILED MATERIAL REMAIN MORE THAN THIRTY (30) CALENDAR DAYS AFTER SUBSTANTIAL PROJECT COMPLETION. 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 4. SEDIMENT BASINS AND TRAPS,.SEDIMENT TRAPPING MEASURES: PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. 5. ALL SWALES DITCHES AND CHANNELS: CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITH ARGENTINE BAHIA WITHIN THREE (3) DAYS OF EXCAVATION. 6. THE CONSTRUCTION OF UNDERGROUND UTILITY CONSTRUCTION: UNDERGROUND UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME; B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY STREAM, CHANNEL, ROAD, DITCH OR WATERWAY. 7. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 8. STAKED HAY BALES WILL NOT BE UTILIZED FOR EROSION, SEDIMENT AND TURBIDITY CONTROL. DEWATERING NOTES: 1. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE CONTRACTOR MUST CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE CELL IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A BERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD IN THE SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE. AFTER THE WATER IN THE SEDIMENT BASIN IS CLEAN, THE WATER MAY BE RELEASED INTO THE ON -SITE POND PROVIDED THERE IS NO ADVERSE IMPACT TO THE EXISTING WATER QUALITY. 2. UNDER NO CIRCUMSTANCES WILL THE DISCHARGE FROM THE DEWATERING BE DIRECTLY INTO THE CANAL. 3. DURING THE EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY LAYER. IF THE CONTRACTOR ENCOUNTERS THE CLAY LAYER, HE/SHE IS TO PLACE A MINIMUM OF 2 FEET OF SANDY MATERIAL OVER THE CLAY AND TERMINATE THE DEPTH OF THE EXCAVATION. 4. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND, WHICH CAUSE THE WATER TO BECOME TURBID, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH CHEMICAL ADDITIVE SUCH AS ALLUM IN ORDER TO PROMOTE THE COAGULATION OF THE PARTICLES WHICH ALLOW THE TO SETTLE AND THE WATER TO BECOME LESS TURBID. IF TURBID WATER ENCOUNTERED DURING EXCAVATION OF THE PONDS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE THE COURSE OF ACTION THAT IS APPROPRIATE TO ELIMINATE THE TURBITY AND ALLOW DISCHARGE THAT MEET WATER QUALITY STANDARDS. 5. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE AVAILABLE AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER WITHIN THE SEDIMENT BASIN BEING NON -TURBID AND ACCEPTABLE FOR DISCHARGE OFF -SITE. EROSION CONTROL NOTES: 1. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIERS (SILTATION CURTAINS) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES, 2. THE CONTRACTOR SHALL LIMIT THE DISCHARGE OF TURBID WATERS OFF -SITE, OR INTO ON-SITE/OFF-SITE WETLANDS (IF APPLICABLE), TO NO MORE THAN 50 JTU's (JACKSON TURBIDITY UNITS) OR 29 NTU's (NEPHELOMETRIC TURBIDITY UNITS), ABOVE BACKGROUND LEVELS. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 4. CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL EROSION/SEDIMENTATION CONTROL FACILITIES. 5. THE CONTRACTOR SHALL ENSURE THAT SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS, 6. STAKED HAY BALES WILL NOT BE UTILIZED FOR EROSION, SEDIMENT AND TURBIDITY CONTROL. • • • r LLl m z z f- z w z 3 z w Un Q W o Q U w o= 00 Ln W V) CC5 Q S a 2 U: w o U � 0 � OU 0 z (n w ; 0 w z in � m z Q M m p w Y w C) Li m = (n 0 0 C) V J Z Q 0 �. W W J 0 co n W ry W � Z 0 Z Ow V! Uj y 0- W W O U O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER SWPPP-1 27 of 38 0 _0 E DL 00 N 00 O O n n 3� En _0 C\i I n n [I- 3: Cn Cn z 0 _J 5; C) Q0 N 0 1-11 0 E 0 NORTH '09 B:72 -1 0 60 120 01 _ ✓' �Nl < SCALE = 1" 605:00 55' _8" WATER vq 0 MAIN STUB OUT < WITH PLUG END jai �y2� �' �a�'i/�-� 5� , / \� (3)WATER tp S WHOLE VA S TPR SmAl 16' DIP RECLAIM To?- .2.18 w WATER MAIN INV. N, 7g bn 78,9'j ­*_1 0 - (.0 UA_ LP (i�� 12' WATER MAIN A,% s it$ EXISTING TYPE J-6 INLET MANHOLE vi tk NIL TOP EL. = 89.90 SANITARY 11 qN - vi s V,-. 40*-6" WATER I 1111k. El- = 11-1 N: N INV.S= 81,03 SANITARY MANHOLE V Top= 92.93 I I MAIN STUB OUT EL. - 85.90 52'-6" WATER 10 TER TOP= 92.03 W, INV. EL. = 85.14 INV.N�_rc SN 81.24 PLUG q4D --------- Vi S v 11 INV.S= 82.18 (3)WATER MAIN STUB OUT 0111. - WITH PLUG END s 7;Q _�b A NV.N= 82.28 9' 1b =.E= 82. 3 VALVES \57 3 r all - CV* 1INV.W 82.2 190 A --A 02. --84- -7 CAO. bs. 07 • 19& -92.80 0; 71 98.64 ROAD ao CLARK S _1Q, SITE BENCHMARK 8" SPIKE NAIL 70 -R 'R TOP EL 83.11 s 10 rt - W, R MISTING DRAINAGE RIV P--r- EL-- 019 1 �rEE '70" RW BEGN 1. STANDARD SILTFENCE CUB VP-N.V, 84.90 $ 014 0 IN 1399.3),V L=371" =3 _k 4z. Ems-nNG 86 LF OF 330" RCP 0 0.347. 2,J I �Ih C) STABILIZED CONSTRUCTION ENTRANCE as (SEE DETAIL SHEET SWPPP-1) :�A' SITE BENC111MARK cl/ TOP 8" SPIKE NAIL ELEV 85.62 19P Z o EXISTING TfNAGE MANHOLE TOP EL. = 89.0 SITE DESCRIPTION: -SUMMARY, (C301 THE PROPOSED VILLA ROMA TOWNHOMES CONTAINS 52 c� TOWNHOME UNITS AND POOL CABANA WITH ASSOCIATED 00 1634 SF OF MARSH PARKING AND DRIVEWAYS, THE APPLICANT IS PROPOSING TO V) TO BE REMOVED CONSTRUCT ONE WET DETENTION POND TO TREAT AND ATTENUATE ALL NECESSARY RUNOFF FROM THE PROPOSED DEVELOPMENT, THE PROPOSED 21,13 ACRE SITE INCLUDES 00 3,419 ACRES OF IMPERVIOUS AREA, 0,67 ACRES OF POND SURFACE WATER AT NWL, AND 17.71 ACRES OF OPEN SPACE, 00 ONLY 13,60 SF OF THE TOTAL 21,13 ACRES WILL BE DISTURBED U) DURING CONSTRUCTION. /NN�"�EXISTING 100 YR. FLOO61 I I w EL. 86 -84 h SOILS: IIITAVARES MILLHOPPER FINESIND (HYDROLOGIC GROUP A) S01*54'00"E ST, JOHNS FINE SAND (HYDROLOGIC GROUP B/D) C-4 38.04' BASINGER FINE SAND, DEPRESSIONAL Lq CANDLER FINE SAND, (HYDROLOGIC GROUP A) (HYDROLOGIC GROUP D) ts, CANDLER-APOPKA FINE SAND, (HYDROLOGIC GROUP A) SEFFNER FINE SAND, (HYDROLOGIC GROUP C) BASIN AREA (8,921 AC,) SERVED BY ONE CONTROL STRUCTURE -E-�,C LIAR DISCHARGE POINT FOR STRUCTURE LOCATED AT APPROX. LONG, 28*35'58" -N EXPTING 384 LF OF 36- RCP 0 0.13% sy;?.a , -1 954� 4.11 JURISDICTION U J�E LAT, 81*31'02' W W S0121'27"E RECEIVING WATER1 LAKE MEADOW SECTION 4, TOWNSHOP 22, RANGE 28 ro �� iJ) �,�� - 199.54 Sy82° " �\: II -II -II� P SITE BENCHMARK TOP 8" SPIKE NAIL 74.34! S00'21'09"W ELEV 87.20 :Zz z END JURISDICTION PROJECT TEAM LINE JURISDICTION L)N-E br� 4 1 \N \ FLAGGED BY AQUA'T-IZ-, ,5,YM C S-, RESPONSIBLE AUTHORITY: Civil e r: E EXISTING M ngine INV. EL. 133.7b x PRJ, LLC Major Incorporated 4 \\\ \ \\\ \\ \ _� P.O. BOX 1186 of Orange County 16\ 4 LINE PROJECTED 1U rKUJ'LRTY LINE al OCOEE, FLORIDA 34761 Michael A. Studney, P.E, / //�/ `/� \ \\\`�\ \ THIS SURVEYOR FOR CLOSUrE PURPO S Phone: 407-654-0999 Chad S. Linn, P.E. / / 1 ¢ //� \ \\\\ \� \\ Fax: 407-654-1274 P.O. Box 140024 / / / �\ �il \ \\ \ �\ .�9 Email: empark@msn.com Orlando, FL. 32814-0024 / I / \\ �\\ \ \ \ WETLANDS Phone: 407-252-6433 / / \ �� \�\� \\��\\�� Fax: 407-661-1157 EXISTING 00 EXISTING NWL FOR LAKE LEGEND POND 4 MEADOW EL. 80.�5 0) z 00 _00.00- EXISTING CONTOUR EXISTING STORM PIPE \\\ \ /%J 1 X / \ \\\ 1 {. Lr r �t --wt Ir:' ONE AE X 00.00 EXISTING SPOT GRADE h (EL. 86) �b \\\ \ \ \ � // PROPOSED SILT FENCE OEM; Z/ L$ N AK/1 I.. ffil 4/", V 4 STABILIZED CONSTRUCTION ENTRANCE 6 Qi Simi vi Fly, m___ 111111-11IN N M S02*19'31"E .10. BEGINNING W. NMI POINT OF SO4 2,58 4VI 00 -1, 4 1-- - Cyi 66.58rr S08_3342"W 9111 A JV�A 0 N00'43'58 w 80. MR. 04 BEGIN --N' EW 0) 0) WETLANDS P -%qg,� q 00 _---WE1tAN15_ 0) 00 i�11*1*11111 OR 1Ar-r "K 0 00, LINE-MOJECTED TO PROPERTY LINE BY -�_THIS SURVEYOR FOR CLOSURE PURPOSES WETLANDS BEGIN NEW WETLAND MARKINGS 1/25/05 N 00*46'55" E 967.94' SITE LOCATION MAP 0 Li U) 0 j (-) LLJ 0 Li 0 C) h] a_ FZ6 LJ mLu Imo- z Ld Li z LAJ < LLJ 0 < Go: P- Lr) CD 00 00 Lo < Li to < < o 0 J Li I- 0 < < z (f) < LLJ < m C) w z (1) m z < m o bi y Li C) LIJ Of (f) 0 0 0 • -d III LLJ 0 U 0 DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER SWPPP-2 28, of 38 k —j cl) (-) >- M 00 0 Lc) (N Li < V) Li 0 (.) C/-) z L'i 2 Li V) 0 CD 0 5; LJ L- 0 F-- O L-j Li M LLJ u� < F- Ln 00 < 00 cn Z Lli LLJ < C5 to z (D U�) LLJ D- (-) — < D- 0 I--- Li I-- 0 -J cf) < C) V) < < m 0 Li m LLI Lli -i< z FC) Ld z < Q� y C) 0 C-) f) ( U) F�� z 0 w I w w 5 0 r z 3: 0 DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER EL-1 29 of 38 A A a U� U m 00 O L0 N w Q � I— z w O U z o w v) O U O j w Er w O U w w 0 z r W Z w m � I-- z z z C,o d O Q L r-, 0 w 00 � z w W Q 0 Ld r�l Q Lc) z w o U Of O -j H O J (U) U = Q U) Q z V) w m C) W z m z m p Y a U (n v> W m <c Q 0 w S U v Z 0 F— Q W J W W 0 z Z 3: F— • a • DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER EL-2 30 of 38 I I LL cl U 0 0 n m N E MEDIAN NOTE: CONTRACTOR TO PROVIDE ALL ENGINEERED PLANTER CONSTRUCTION PLANS AND PERMITS REQUIRED Tn r1nI\ICTDI I("'T MAI I CCNII'C ANIr\ CNITDV MAI I SCALE: 1/4" =1'- 0" ORNAMENTAL METAL \/CL1I t-I II AD /'ATCC nDNI AKACNITAI AAE'TAI BRICK SIGNAGE WALL WITH EIFIS WALL CAP r1' RRI(V IAI0I I RAISED RAISED BRICK PLANTER MEDIAN PLANTER NOTE: CONTRACTOR TO PROVIDE ALL ENGINEERED CONSTRUCTION PLANS AND PERMITS REQUIRED TO CONSTRUCT WALL, FENCE AND ENTRY WALL. SCALE: 1 /4" =1 '- 0" 6' ORNAMENTAL METAL FENCE 6' BRICK WALL WITH WITH MI I IMN'� (a) 94' n (, rn1 UMNS (a) 94' n C' AlohaPacifica llc FLORIDA HAWAII 1817 BRIARCUFF ROAD WINTER PARK, FL 32792 VOICE (407) 691-0002 FAX (407) 691-0008 ALOH APACI FI CALLCOEMB ARAM AIL. COM V) z 0 w !IN 4'1s. (l') LLJ J O z U Ld LLIa Q U z LLJ Q U Z � cn " w � Q 00 In 0 o W (n W a z of J LL 0 z QC w Q 0 m LLJ z v1 m m z ¢ ry C� m m 0 w y w U w fy- S NOTE: SEE CIVIL ENGINEERS PLANS SHEETS C7 AND C8 FOR LOCATION AND LAYOUT OF FENCE, COLUMNS AND WALLS. Li W O 0 O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER L1 LM ,\ \ MULCtD Q SOD s- \ L0 MG 1 / \iE: 'O / MULCH WETLANDS W 1 LlJ Cl) 1 ' UJI Z JURISDICTION LINE ' Q FLAGGED BY AQUATIC SYM81flTICS, INC. ■ i_..I 11"dam NInJL. FOR LAK.L: ONE AE (EL. 86) WETLANDS q 5 N 00 BACKFLOW PRE METER— TYP. DOUBLE— ROW VIBURNUM HED( NORTH 0 40 80 SCALE = 1" = 40' Aloha Pacifica llc FLORIDA HAWAII 1817 BRIARCLIFF ROAD WINTER PARK, FL 32792 VOICE (407) 691-0002 FAX (407) 691-0008 ALOHAPACIFICALLCOEMBAROMAIL. COM BARRICADES PLACED AT PROTECTIVE RADIUS 20' FROM TRUNK OR EDGE OF DRIP LINE (WHICHEVER IS LESS) TREE PROTECTION BARRICADE NOT TO SCALE LANDSCAPE CONTRACTOR TO FINISH —GRADE ISLANDS �- GENERAL CONTRACTOR TO PROVIDE SOIL PROFILE TO INSURE POSITIVE APE AREA. TYPICAL LANDSCAPE ISLAND DETAIL NOT TO SCALE NOTE: PLANT DOUBLE— ROW HEDGE ON THREE SIDES OF ALL BACKFLOW ASSEMBLIES rATC' WAI yr PLAN VIEW BACKFLOW PREVENTER TYPICAL PLANTING NOT TO SCALE Ln z 0 in w af MIN I l® V) w [� m J O � z W a. U LLJ ry Q O p 0 � Q � O O O w Cf) (n Li1 p Q ry C) _p of O J � 0 Z L) w � m p w z N m m z ¢ Q > m p w y w 0 w tr = N p p 0 W Li O v O DATE 03/08 PROJECT N0. 04910026 SHEET NUMBER L2 min UTILITY PLANTING NOTE: j: There shall be no trees planted within 10' of any City owned and maintained utility or stomwoter pipes. Contractor is responsible for making any field planting adjustments to avoid said utilities. LINE OF SITE NOTE: 1. All trees shall be maintained with a clear trunk up to 6' in height and all shurbs can not grow greater than 24" in total height. 2. No trees with trunk diameter greater than 4" at maturity or / shrubs higher than 2.5' shall be permitted within the identified clear sight triangle. / i..- 3. Any trees permitted to remain within the identified clear sight / z......_ ff CT.: p- • LA 114' 15 CT. ..., . ,, . LT pp SOD 2c��' _ LANDSCAPE REQUIREMENTS JP 9 i RF 7 { .' .•- 21 NOTE: USE 40% NATIVE PLANT MATERIALS IN ALL CATEGORIES LT V S 25 LT EG Dv vs u i 11 i SA LANDSCAPE BUFFERS ALONG PUBLIC STREETS: 25 25 5 vs D9 ` 2 SOUTH PROPERTY LINE (605 LF,) I SR 11 - I av (2) SHADE TREES PER 100 LF. AND (3) UNDERSTORY TREES PER 100 LF, SP 2 13 2 ii � 14' T. 2 1§' CT, 605 LF, / 100 LF, = 30 TREES REQUIRED SOD , JP a' cr. ` 15' CT. 11 36 TREES PROVIDED SR 605 LF, X 15' = 9075 LANDSCAPE AREA REQUIRED S - VS 9 _ "I ,r VS ..- g I JQ' CT. 5 LANDSCAPE A REA PROVIDED SR 2' HT, LANDSCAPE BERM WITH 3' HT, HEDGE REQUIRED - 9 ._.-- � "`; WEST PROPERTY LINE (188 LF.) - "" •-IL9.-.- (2) SHADE TREES PER 100 LF. AND (3) UNDERSTORY TREES PER 100 LF, ~—SA ; :, 10 TREES REQUIRED -- _._.. 15 35 12 TREES PROVIDED SA 188 LF, X 10' = 1880 LANDSCAPE AREA REQUIRED 'B 15 , 4 25 I 2400 LANDSCAPE AREA PROVIDED 'S { LANDSCAPE BUFFERS BETWEEN PARCELS; N , ; NORTH PROPERTY LINE (1202 LF) Tr\ I (2) SHADE TREES PER 100 LF, AND (3) UNDERSTORY TREES PER 100 LF. �W , `� \\ ( 1202 LF. / 100 LF. = 60 TREES REQUIRED I 66 TREES PROVIDED \, 1202 LF, X 10' = 12,02o LANDSCAPE AREA REQUIRED W \_ 12,172 LANDSCAPE AREA PROVIDED EAST PROPERTY LINE (354 LF.) LOT 4 OUTPARCEL NOT REQUIRED Z INTERIOR LANDSCAPING: END JURISDICTION (1) TREE PER (4) PARKING SPACES REQUIRED LINE 328 PARKING SPACES / 4 = 82 TREES REQUIRED g ' 82 TREES PROVIDED 50% OF REQUIRED TREES TO BE SHADE TREES 1C 50% OF REQUIRED LANDSCAPE AREA TO BE SHRUBS AND GROUNDCOVERS 218,000 S,F, X 10% = 21,800 LANDSCAPE AREA REQUIRED 25.673 LANDSCAPE AREA PROVIDED - r. �tl..— 0') d- / / / / r r - F TREE REPLACEMENT REQUIREMENTS: SEE SHEET C05— TREE REMOVAL PLAN FOR ALL TREES TO BE REMOVED. SPECIMEN TREES ARE DEFINED AS ANY NATIVE TREE WITH A DBH OF TEWNTY—FOUR (24) INCHES OR GREATER. 32 SPECIMEN TREES TO BE REPLACED @ 4:1 RATIO = 128 REPLACEMENT TREES REQUIRED = 130 REPLACEMENT TREES PROVIDED GENERAL NOTES: 1. All proposed material shall be Florida #1 or better as described in "Grades and Standards for Nursery Plants" by the Florida Department of Agriculture and Consumer Services (dated 1998). All plant material shall be guaranteed for (1) one year from date of final acceptance. 2. Landscape Contractor to install an automatic irrigation system that provides 100% coverage with 100% overlap. 3. No substitutions will be accepted without the written approval and acceptance by the Landscape Architect and the City of Ocoee, Florida. 4. All work shall proceed in a professional manner in accordance with standard nursery and installation practice. 5. Quantities as shown on the plant list ore for convenience only. Landscape Contractor is responsible for all plants shown on the planting plans. If discrepancies arise between the plant list and planting plans, the plans are to override the plant list in all cases. 6. Landscape Contractor is responsible for locating all existing and proposed underground utilities, infrastructure and irrigation lines prior to digging.. 7. Ground covers and shrubs to be laid out in a consistent manner as specified in the planting specifications and details. 8. All sod areas to be sodded with 100% Argentine Bahia grass. 9. All planting beds to receive a 2"— 3" deep layer of shredded pine bark mulch or approved alternative mulch. 10. Landscape Architect to be immediately notified of any discrepancies found in the field. 11. Landscape Contractor to notify Landscape Architect 3 days prior to installation of material. 12. Landscape Contractor to verify that irrigation system is fully operational before installation of any plant material. The landscape contractor will assume total responsibility for loss of material if not previously approved by the Owner or Landscape Architect. 13. There will be no trees located within 10' of City owned and maintain utility or stormwoter pipes. S 78 -S9 S . w LANDSCAPE PLANT MATERIALS 0 40 80 SCALE = 1" = 40' Aloha Pacifica lic FLORIDA HAWAII NNN��NN�NN�NNNNN�N��N��N�N�NNNN�� 1817 BRIARCLIFF ROAD WINTER PARK, FL 32792 VOICE (407) 691-0002 FAX (407) 691-0008 ALOH APACIFI CALLC@EM BARQMAIL. COM QTY. SYM. BOTANICAL NAME/ COMMON NAME SPECIFICATIONS NATIVE EVERGREEN SHADE TREES 23 MG MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' MAGNOLIA 3 1 2" DBH, 12'— 14' HT. X 5'— 6' SPR. YES YES 76 QV QUERCUS VIRGINIANA LIVE OAK 3 1 2" DBH, 14'— 16' HT. X 6'— 7' SPR. YES YES 25 QL QUERCUS LAURIFOLIA LAUREL OAK 3 1 2" DBH, 14'— 16' HT. X 6'— 7' SPR. YES YES UNDERSTORY/ ORNAMENTAL TREES/ PALMS 51 IC ILEX CASSINE DAHOON HOLLY 2"— 2 1 2" DBH, 10'— 12' HT. X 3' SPR. YES YES 28 JV JUNIOERUS VIRGINIANA 'BRODIE' EASTERN RED CEDAR 8' HT. X 5' SPD., FULL TO GROUND, MATCHING YES YES 34 LLT LIGUSTRUM JAPONICUM TREE LIGISTRUM 6' X 6', MULTI, (4)— 1" DBH TRUNKS MIN. NO YES 24 LM LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE MULT TRUNK, (4)— 1" DBH TRUNKS MIN. —LAVENDER NO NO 23 LN LAGERSTROEMIA INDICA 'NATCHEZ' CRAPE MYRTLE MULT—TRUNK, (4)— 1" DBH TRUNKS MIN.— WHITE NO NO 13 LT LAGERSTROEMIA INDICA 'TUSCARORA' CRAPE MYRTLE MULT—TRUNK, (4)— 1" DBH TRUNKS MIN.— RED NO NO 5 PD PHOENIX DACTYLIFERA 'MEDJOOL' 'MEDJOOL' DATE PALM 12' CT. HT., SPECIMEN MATCHING 86 SIP SABAL PALMETTO CABBAGE PALM 10'— 18' CT., HURRICANE CUT, SEE PLAN FOR HTS, YES YES SHRUBS/ GROUNDCOVERS 58 CS CUPRESSUS SEMPERVIRENS/ ITALIAN CYPRESS MIN. 10'— 12' OA. HT. x 24" SPD., FULL, SPACING AS SHOWN 263 DT DIANELLA TASMANICA/ BLUEBERRY FLAX LILY MIN. 12"-18" HT. x 12" SPD., FULL, 36" O.C. 328 DV DIETES VEGETA/ WHITE AFRICAN IRIS MIN. 12"-18" HT. x 12" SPD., FULL, 24" O.C. 2 INS ILEX NELLIE R. STEVENS/ NELLY STEVENS HOLLY MIN. 8'— 10' HT. x 5'— 6' SPD., MATCHING 483 IVN ILEX VOMITORIA 'NANA'/ DWF. SCHILLING'S HOLLY MIN. 15"-18" HT. x 18" SPD., FULL, 24" O.C. 800 JP JUNIPERUS C. PARSONII/ PARSON'S JUNIPER MIN. 9"-12" HT, x 18" SPD., FULL, 24" O.C. 342 LA LANTANA CAMARA/ GOLD MOUND LANTANA MIN, 9"-12" HT. x 18" SPD., FULL, 24" O.C. 80 LC LOROPETALUM CHINENSIS/ RUBY RED LOROPETALUM MIN. 15"-18" HT. x 18" SPD., FULL, 24" O.C. 1,064 LEG LIRIOPE EVERGREEN GIANT GIANT BORDER GRASS MIN. 12 HT., FULL, 24 O.C. 675 PQ PASPALUM QUADRIFARIUM/ PASPALUM MIN. 24" HT. x 24" SPD., 36" O.C. 22 RA RHODODENDRON SP./ 'GEORGE TABER' AZALEA MIN. 18"-24" HT. x 24" SPD., FULL, 36" O.C. 251 RF RHODODENDRON SP./ 'FASHION' AZALEA MIN. 15"-18" HT. x 18" SPD., FULL, 24" O.C. 826 SA SAGITTARIA LANCIFOLIA ARROWHEAD MIN. 12 HT. x 12 SPD., 36 O.C. SAND CURDGRASS MIN. 24 — 30 HT., FULL,O.C. 238 SR SERENOA REPENS/ SAW PALMETTO MIN. 30"X 30" HT., FULL, 36" O.C. 961 TA TRACHELOSPERMUM ASIATICUM/ ASIAN JASMINE MIN. 6"— 9" HT. x 24" SPD., FULL, 24" O.C. 750 VO VIBURNUM ODORATISSIMUM/ SWEET VIBURNUM MIN. 30" HT. x 18" SPD., 30" O.C. 370 VS VIBURNUM SUSPENSUM SADANKWA VIBURNUM MIN. 24'-30' HT. x 18" SPD., 30 O.C. 110 ZF ZAMIA FLORIDANA/ COONTIE FERN MIN. 24" HT. x 24" SPD., SPACING AS SHOWN 3 ZM ZAMIA MARITIMA CARDBOARD FERN MIN. 9 —12 HT. x 18 SPD., FULL, 24 O.C. 600 A ANNUALS SP. ANNUALS 4" POT, 9" O.C., SEASONAL VARIETIES SF. SOD ARGENTINE BAHIA GRASS LANDSCAPE CONTRACTOR TO DETERMINE S.F. Ill V) z O w 1711 (n w a 0 o O z � Q O m z Z cn Ld Q 00 Q0 Ln O O O w V) N w 0 z Q r O o 0 0 z V) w J CLiJ CDD m 0 w z 2 m m Z � m 0 Y U Q En Q W 0 w 0_ _ En 0 0 U w w O 0 O DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER L3 1 1 ^L \ c0 \-7 d \ Lo �_�rl 00 / V WETLANDS -- - JURISDICTION LINE FLAGGED BY AQUATIC SYM 1.=;=lSTII`.1G N1,1V[. FOR L...�.�,F. D W EL. - 0. WETLANDS IRRIGATION LEGEND SYMBOL DESCRIPTION • _& JL 6" PUP -UP SPRAY HEAD FULL, 1/2, 1/4 CIRCLE 0 � bL 12" PUP -UP SPRAY HEAD FULL, 1/2, 1/4 CIRCLE jjjL 6" POP-UP SPRAY HEAD SIDE, END STRIP 12" POP-UP SPRAY HEADSIDE, END STRIP DQ C.)12" POP-UP ON RISER FULL, 1/2, 1/4 CIRCLE MOUNTED ON 30' PVC RISER 12" POP-UP ON RISER: SIDE, END STRIP STREAM BUBBLER 30 (TWO PER SHADE TREE) ❑ LAWN POP-UP ROTOR HEAD: 30 FULL, PART CIRCLE O O SHRUB ROTOR ON RISER: 30 FULL, PART CIRCLE IRRIGATION CONTROLLER 0 40 80 SCALE = V = 40' Aloha Pacifica llc FLORIDA HAWAII 1817 BRIARCLIFF ROAD WINTER PARK, FL 32792 VOICE (407) 691-0002 FAX (407) 691-0008 ALOHAPACIFICALLCOEMBARQMAIL.COM P.8.1. GP.M. RAD. MANUF. + MODEL No. 30 3.70/1.85/,92 4'-15' RAINBIRD 1800- PRS SERIES - MODEL # 1806-PRS-UT-15F/ 15H/ 150 WITH PURPLE 1800 NP COVER 30 3,70/1,85/,92 4'-15' RAINBIRD 1800- PRS SERIES- 30 1,21/,61 30 1,21461 MODEL # 1812-PRS-UT-15F/ 15H/ 15Q WITH PURPLE 1800 NP COVER 4'x30'/4'xl5' RAINBIRD 1800- PRS SERIES - MODEL # 1806-PRS-UT-15F/ 15H/ 15Q WITH PURPLE 1800 NP COVER 4'x30'/4'xl5' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 159 WITH PURPLE 1800 NP COVER 30 3.70/1.85/.92 4'-15' RAINBIRD 1800- PRS SERIES- 30 1,21461 .86 5,08/2.59 5.08/2.59 ® ELECTRIC VALVE �Q GATE VALVE GATE VALVE SIZE IRRIGATION LATERAL, CLASS 200, PURPLE 2.5' IRRIGATION MAIN, CLASS 200, PURPLE IRRIGATION SLEEVE, SCHEDULE 40, SEE PLAN FOR SIZE SLEEVE SIZE 3 STATION NUMBER 75 p' FLOW (G,P.M.) / ELECTRIC VALVE SIZE MODEL # 1812-PRS-UT-15F/ 15H/ 150 WITH PURPLE 1800 NP COVER 4'x30'/4'x15' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 15Q WITH PURPLE 1800 NP COVER 2- 15' RAINBIRD 1800- PRS SERIES - MODEL # 1806-PRS-5Q-B WITH PURPLE 1800 NP COVER 38'-45' RAINBIRD 5000 SERIES PLUS PRS MODEL # 5006-PL-FC-PRS/ PC-PRS WITH PURPLE 5000 NP COVER 35'-40' RAINBIRD 5000 SERIES PLUS PRS MODEL # 5006-PL-FC-PRS/ PC-PRS WITH PURPLE 5000 NP COVER RAINBIRD 24-STATION CONTROLLER MODEL# ESP-LXM WALL MOUNT WITH RSD- BEX RAIN SENSOR MOUNT TO OUTSIDE WALL RAINBIRD 150- PESB - INSTALL IN ROUND CARSON VALVE BOX WITH PURPLE LID NIBCO TII3, BRASS GATE VALVE (LINE SIZE) IN ROUND CARSON VALVE BOX WITH PURPLE LID 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM 12" OF COVER. 3. ALL POP—UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. LANDSCAPE CONTRACTOR SHALL NOT USE FUNNY PIPE. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE ROTOR HEAD SHALL BE 3/4". 5. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 6. CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES (UNLESS OTHERWISE INDICATED IN THE SPECS). NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED, WIRES SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING KING "ONE—STEP" CONNECTORS AND SEALANT. 7. IRRIGATION PLAN IS SCHEMATIC ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A FULLY AUTOMATIC IRRIGATION SYSTEM THAT PROVIDES 200% (HEAD —TO —HEAD), COVERAGE IN ALL PLANTING AREAS. 8. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES, AND REGULATIONS OF THE CITY OF OCOEE, FLORIDA. 10. THE LANDSCAPE CONTRACTOR SHALL PREPARE AN AS —BUILT DRAWING ON A REPRO— DUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. THE AS —BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM SURFACES 11. ALL 12" POP—UP SPRAY HEADS NEXT TO BUILDING OR LOCATED IN PROPOSED HEDGE TO BE MOUNTED ON 24" PURPLE PVC RISERS. 12. ALL IRRIGATION PIPES, RISERS,, VALAVE LIDS, AND SPRAY/ ROTOR HEAD CAPS TO BE PURPLE. min 111 z O LLI Of I w [] m F J O � z z Of Ld i- `� 0 0� cn 00 O O O W W F FA a Om - uj YwQ (1) w Of _ Cn p p U V ry 0. DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER L4 IRRIGATION GENERAL NOTES ;?ONE CHART 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL ZN1E GPM ZONE GPM PREVAILING LAWS, CODES, AND REGULATIONS OF THE CITY OF OCOEE, FLORIDA. 1 75 12 75 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM 12' OF COVER. 10. THE LANDSCAPE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRO- 2 75 13 65 / i DUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. THE AS -BUILT DRAWING SHALL 3 65 14 75 / / 3. ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM SURFACES 4 75 15 / 65 FLEX PIPE CONNECTION. LANDSCAPE CONTRACTOR SHALL NET USE FUNNY PIPE. 11. ALL 12" POP-UP SPRAY HEADS NEXT TO BUILDING OR LOCATED IN PROPOSED1. HEDGE TO 5 65 16 / 70 '� / I -16 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST BE MOUNTED ON 24" PURPLE PVC RISERS. 65 17 55 / LATERAL PIPE SIZE TO A SINGLE ROTOR HEAD SHALL BE 3/4". 12. ALL IRRIGATION PIPES, RISERS, VALAVE LIDS, AND SPRAY/ ROTOR HEAD CAPS TO BE PURPLE. 7 65 18 75 ''� "� 5. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE 8 75 19 75 �' _ INSTALLED IN VALVE BOXES. 9 65 20 65 / / : ` 6. CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL 10 11 65 65 21 65 / / WIRES AND WHITE FOR COMMON WIRES (UNLESS OTHERWISE INDICATED IN THE SPECS). / / - . _ _ - . NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRES SPLICES _..,:-. / ...:, _ - �- SHALL BE MADE ONLY IN VALVE BOXES USING KING "ONE-STEP" CONNECTORS AND \ SEALANT / // 7. IRRIGATION PLAN IS SCHEMATIC ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE / / / \-, FOR INSTALLING A FULLY AUTOMATIC IRRIGATION SYSTEM THAT PROVIDES 200� (HEAD -TO -HEAD), COVERAGE IN ALL PLANTING AREAS. 8• INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT :`�� / '' I 1' / OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION / SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. / / -_" i' / / 'r ..: . .. - - ,4 1 -' - - . .. _ _ _- .. - 'S POINT -OF -CONNECTION: `-..:::: d _. J 2" REUSE IRRIGATION METER • �'" PROVIDED IN T -- -. _ 1 ; W / S ALLED BY CITY _ , . . \ ..9 (,� - _ t ? \, W OF OCOEE. CONTRACTOR TO VERIFY - • ,; 1. ..... = LOCATION &PRESSURE AND INSTALL --' - - Y \\ �, c�9 co� BACKFLOW PREVENTER PER CODE. - W - --- ... - - _ r \ ', _ .. _ --- h­�­I..__I, ­- .I 1_1­.::­+ _.1­.. - -- I- ._.�..;__._ __­,;_,.;I�- _. �_.­_.�� � -­1'.11�. .1 I_ --I �I -_- .-_..I1-.�4.:1— * 1 \ W _.. - _ .. " ~•l r . _ _ . ~ _ - _ - _... . \\ �" II \ �, , `\ , ,,I I,t , ,� .� �" 1\ \I1, P . . - - - . - .. - �;-.., \ , \ �- .. `lI ..... �_ _ Y • • U__ -~ __ : .. _... ' S9 2 _ $9. _ - _._ _ + -' _ _ _ : - ,� ,.... , - - - _ - _- - -... _ :._... _ Z.. r _ .... .. _ �— __- \`\ 0� ._ 1 -r 5 0h17 8 _ _ - - '•. _ 5 _. _ • -- _- - \ .: / - = �� /, ;f I — .. . `. . :. —'' ._ .._ ... - - -' _ - _ _ _ .. `�`\ `1 ,t '', ``\ \ `` `\ 1, `\, t'', N -\ _I-.. - , _ _ ..._ .. ..r � - - . ... ... .. -- _J— 'i .., . . . - -. _ - ~ ^ _ ' - - - .._... '' _ _ `, i :.. _ _. . . • -- , j _ - - __ _ l _\ _ _ - n • _ : �- n :. -- _ _ - _- _- I t _ - / - - - i �i f _- ..:- N r :.ter -�/ _ - - _ _-- _. OU _. - - / _ NE AE�R A"f l� - _ _. ON F TA _ _ _ - i r 4 —ram,% . _ - _ - .—" " t / 1 • . ? — I ,/ , -_ 1 1i �. .-® , i _ } 4 1 _ 1/ I .� ---�' .. 1 I � �1 .,. 1 , 4 a • - l -- t _ - - _ _ - _ ~ j^ / `- ~~ - Y �- _ - _ l ? - .�. y--",.— — 1: �F n �j /� { l - �t •} r✓ J " •l / '6 t . t : ?2 - "' L ': - I _ _ - ;I 1 t 1 l : r 1 11/r rr , �', t f t' �� _ i 1 { it 1 t 1, ; i i i. _ IRRIGAT _ " ION LEGEND n { 1 `t t i y t { j 1' 1 -_ i s ' Y2 {i i _ '1 ` ? i .. RAINBIRD 24-STATION CONTROLLER -^1 - - - ® � � SYMBOL DESCRIPTION ,I 0 40 80 SCALE = 1" = 40' Alo,hPacificaa lic FLORIDA HAWAII •••N.•NN•N•••••N••N••N••••N•••HN•.••1••N•• 1817 BRIARCLIFF ROAD WINTER PARK, FL 32792 VOICE (407) 691-0002 FAX (407) 691-0008 ALOHAPACIFICALLC®EMBARQMAIL.COM / / / / , t . l ? } , 1 ,,.. , i MOUNT TO OUTSIDE WAIL _. _ 1`} ! ? `; 4, G' RAD MANUF + MODEL N Y �/ -` • 6" POP-UP SPRAY HEAD MINI C IK II y �� i ?'}..•'.= - 1 30 3,70/1,8592 4'-1 i L RAIN SENSOf I 4y,o - ' '-tS> - '1 5' RAINBIRD 1800- PRS SERIES - I I t j t % L � , ® -_ �e FULL, 1/2, 1/4 CIRCLE t } MOUNT. TO OUT IDE''WAL� i - 4- 9 2 3 4 i 0- ? , - .} — -,-s-a� -. — t + - 12" PDP I • ti......_ .'. r;s Y s -:: ;e_ - O UP SPRAY HEAD 30 370/1.85/•92 • t •4• t t >/ _ - �� FULL, 1/2, 1/4 CIRCLE ,: ~' _ 6" POP UP SPRAY HEAD: 30 1.21/,61 ,1 t 'I 1. I(jI r- r-- -- ®_ F` SIDE, END STRIP �, , I; ,_ - y ' , : _ ; 1 _,.;...,..� ; : � :. 11. r ery 12 P-UP SPRAY HEAD: 30 1' 's +0 GENERAL NOTES: PO 1.21/,61 . ' i 1 = - _ �-- 'I `.._ _- '�`' SIDE, END STRIP 1 -+I— � .:�___ - ® =/' r - IRRIGATION POND WILL HAVE A SUBMERSIBLE IRRIGATION PUMP WITH FLOATING _x K _ - x -%► v SHUT-OFF SWITCH FOR IRRIGATION USE. THE SYSTEM IS DESIGNED TO PROVIDE '1'' ` s --3 j�40 1.5 INCHES PER WEEK. ONCE THE STAGE IN IRRIGATION POND DROPS BACK O i _ „ _ S '""_ _ = / DOWN TO THE NORMAL WATER LEVEL, (SEE CIVIL PLANS), OF THEN THE IRRIGATION ' `1 12" POP-UP ON RISER 30 370/185/•92 _. FULL, 1/2, 1/4 CIRCLE r '' • '..,,. _ - -•' SYSTEM WILL SWITCH OVER TO THE 2" REUSE WATER METER. MOUNTED ON 30' PVC RISER = - - . r. _ 2, W ? j */ ": -- .--- -- 6 REUSE IRRIGATION PUMP TO BE PAID FOR BY THE DEVELOPER. PUMP TO BE PROVIDED 12" POP-UP pN R ' .-r - -00 1, N � MAINTAINED AND OWNED BY THE CITY OF OCOEE. CONTRACTOR TO VERIFY LOCATION, SIDE, END STRIPER 30 121/,61 -.it" _! ` -, .. .. r _ � - AND AVAILABLE PRESSURE OF IRRIGATION PUMP AND REUSE METER. - ` -,� - _ - - ' . _ 2" STREAM BUBBLER 30 86 (TWO PER SHADE TREE) { . i ``.~.; 18 19 Is L " ❑ ® LAWN POP-UP ROTOR HEAD 30 5.08/2.59 { 75 2 75 FULL, PART CIRCLE ;;l 1 - - { -, 1^ , - > -... " '{ j i } 65 20 n 21 O O SHRUB ROTOR ON RISER 30 5,08/859 �_ 1 ! 1 O p 55 2 55 2n FULL, PART CIRCLE i _ ~ 40 t 4 { i I 1/ i I (,'� IRRIGATION CONTROLLER I i i 17 s. �a I 1.I : �I:. I ti. I �; �2 14 I - {{ ? I -1 2" n 1 ,R ? 5 _{, ( I ! 75 " & ELECTRIC VALVE I-_ m 4 i END JURISDICTION LINE FINISH GRADE-\ PURPLE IVI 111111i1i1 1/2' PVC FLEX PIPE 1/2" M.A. PVC TEE SXSXT OR ELBOW LATERAL LINE CURB OR WALL �-12" POP-UP SPRAY O POP-UP DETAIL FINISH GRADE PURPLE CAP 1VI RAIIIIIV? Ill 1/2" PVC FLEX PIPE PVC TEE SXSXT OR ELBOW LATERAL LINE CURB OR WALL 6" POP-UP SPRAY 1/2" MALE ELL 2 6" POP-UP DETAIL INTS NOTE: ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE/ CLOCK NUMBER A5 OUTLINED ON THE IRRIGATION PLANS VALVE BOX WITH PURPLE LID SNAP-T1TE 6" MIN. CONNECTORS EXPANSION SURGE CABLE 45 VALVE ,...... ti 45 TO LATERAL LINE 6" GRAVEL TEE BASE MAINLINE n �_J PLACE CONTROL - WIRES UNDER MAIN J" 3 ELECTRIC VALVE DETAIL N GATE VALVE GATE VALVE SIZE IRRIGATION LATERAL, CLASS 200, PURPLE 0 "' -" 2.5' IRRIGATION MAIN, CLASS 200, PURPLE - - - - - IRRIGATION SLEEVE, SCHEDULE 40, SEE PLAN FpR SIZE �.i SLEEVE SIZE 3 STATION NUMBER 75 2' FLOW (G,P•M,) / ELECTRIC VALVE SIZE MODEL # 1806-PRS-UT-15F/ 15H/ 150 WITH PURPLE 1800 NP COVER 4'-15' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 15D WITH PURPLE 1800 NP COVER 4'x30'/4'xl5' RAINBIRD 1800- PRS SERIES - MODEL # 1B06-PRS-UT-15F/ 15H/ 15Q WITH PURPLE 1800 NP COVER 4'x30'/4'xi5' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 15Q WITH PURPLE 1800 NP COVER 4'-15' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 15D WITH PURPLE 1800 NP COVER 4'x30'/4'x15' RAINBIRD 1800- PRS SERIES - MODEL # 1812-PRS-UT-15F/ 15H/ 150 WITH PURPLE 1800 NP COVER 2- 15' RAINBIRD 1800- PRS SERIES - MODEL # 1806-PRS-SQ-B WITH PURPLE 1800 NP COVER 38'-45' RAINBIRD 5000 SERIES PLUS PRS MODEL # 500E-PL-FC-PRS/ PC-PRS WITH PURPLE 5000 NP COVER 35'-40' RAINBIRD 5000 SERIES PLUS PRS MODEL # 5006-PL-FC-PRS/ PC-PRS WITH PURPLE 5000 NP COVER RAINBIRD 24-STATION CONTROLLER MODEL# ESP-LXM WALL MOUNT WITH RSD- BEX RAIN SENSOR MOUNT TO OUTSIDE WALL RAINBIRD 150- PESB - INSTALL IN ROUND CARSON VALVE BOX WITH PURPLE LID NIBCO TII3, BRASS GATE VALVE (LINE SIZE) IN ROUND CARSON VALVE BOX WITH PURPLE LID IIIElm (n Z O (n > W ry V l 6� W Q m ,- _1 o M Z F U Q Li IL o J } E `L W CD 0O p� 0 W Qf _- _ 0O CO - o o W ui C) 0 O z Q J Q 0 � 0 - W 0 0 cn o � m m � o ry 0 >_ m p W U W C) Z ._J n CL Z _O �< V ry w I DATE 03/08 PROJECT NO. 04910026 SHEET NUMBER L5 . 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I .. - - -_ ph. 40?-6824052 . �i � , � . . - I + r, mdljdyn & "'Maclazei fx. 407-682-38411 Jormon. CYWW Joerfe. :1 02-22-08 Project. + I - � � I I I I I . i5pl, op. Bar 915260 ----------. _. ;I ___ . . Title of Page: . * A h :rhweiigr @v, earthlinknet � :� ___ � . . I I I + . � i Villa Roma Project . � ::�,, . , + -8004WOOd- A101-1da 82791- -5260 CERT. OF AUTH. No. 8272 mwi& .RHW . c5crele. � I If = 601 .. �! I I �: I . . I I I . . � I I I Photometric . � - I . Signature: mouffid of. Arex 9710 JUL 1 4 ABBREVIATIONS: CONC = CONCRETE ASPH = ASPHALT © = DELTA R = RADIUS L = LENGTH CH = CHORD D.O.T. = DEPARTMENT OF TRANSPORTATION O.R. = OFFICIAL RECORDS SK = BOOK PC = POINT OF CURVATURE PT = POINT OF TANGENT POC = POINT ON CURVE DEPT = DEPARTMENT TRANS = TRANSPORTATION S = SOUTH E - EAST W - WEST N - NORTH R/W - RIGHT-OF-WAY TELE = TELEPHONE (i = CENTERUNE (R) = RADIAL FND = FOUND PT = POINT OF TANGENT UTLY = UTILITY W/ = WITH MES = MITERED END SECTION EL = ELEVATION INV = INVERT 0 d 0 FOUND REBAR AND Cl LB 1221 NOT PLATTED I-- 0 z NORTHWEST CORNER SOUTHEAST 1/4 SECTION 4-22-28 FOUND RI AND CAP �N01'29'02"E L8 1221 2635.74' FOUND REBAR AND CAP LB 1221 ­7 GRAPHIC SCALE 80 0 40 80 IN FEET ) 1 inch = 80 ft. INLET S +1 Itj N DRAINAGE A,g MANHOLE 5TPT10N 236+30 BEGIN 1.5' STANDARD S01-10'07"W � CURB AND GUTTER FOUND REBAR AND CAP n 8 S01'10'07"W 399.34' p4� WOOD UTLY POLE A &CO'41'22' R=3324.05' L=40.0' CH=40'OO` 30" RCP CB=N00'IO'59'E 4 IIIDRAINAGE MANHOLE SITE BENCHMARK 8" SPIKE NAIL TOP EL. 85.95 FLOOD ZONE ZONE X N N SO4 52'50"W °' 05 k2 502 9 31 "E 52.58' N 66.58' S2yg6 35 s�A p. N00'43'58"W OF 00 WETLAND w WETLANDS MARKI GS 1 /255 LINE PROJECTED TO PROPERTY LINE BY V7 THIS SURVEYOR FOR CLOSURE PURPOSES 36" �l 1¢ 920,528 sq. ft. 21.13 acres WETLANDS N r TRACT "H" to N NOT PLATTED go z N00'46'55"E 1319.89, ASPHALT PAVEMEt4r CONC CURB CLA•RKE ROAD O.R. BK 5076I, PG 4501, WOOD UTLY POLE tr W/GUY WIRE 77:1WOOD L W/GUY WIRES & CATV BOX SITE BENCHMARK . 8" SPIKE NAIL TOP EL 85.31 NORTHEAST CORNER SOUTHEAST CORNER SECT ONA9T 22 �28 SOUTHEAST 1/4 d=16'15'13" SECTION 4-22-28 S1a 46,5�^� R=3274.05' L=928.77' STA�ON 227 �7222 CH=925.66' FOUND REBAR AND CAP CB=S06*57'29"E $ A6'S�°E lB 1221 s FOUND REBAR AND CAP S 59A3 to LB 1221 -o� Wo �'- m, FOUND REBAR AND CAP SANITARY MANHOLE LB 2910 NOT PLATTED r SyB, Y POLE SITE BENCHMARK 2?� 7 rbW WOOD U�- 8" SPIKE NAIL FOUND REBAR AND CAP TOP EL 83.11 LB 2910 L 1157.38' R..3324.05" p� s•5s Ss . SPARTINA-PANICIUM e�y MARSH j .�O 0.04 acres r126'��'101,634 sq. ft.00 ; N h rFOUNDR AND CAP El 4 S01'54'00"E + 38.0,v 239, END MARKED 7052 ¢hW `S01'21'27"E JUI DICTION LINE 119.54' �329" , S00 213'9"W JURISDICTION LINE NOT PLATTED FLAGGED BY AQUATIC SYMBIOTICS, INC. LINE PROJECTED TO PROPERTY LINE 13Y .t THIS SURVEYOR FOR CLOSURE PURPOSES 0 •t z TOTAL 24 909 ACREs WETLANDS k)\0 LUDES LESS PARCEL) CYJ ONE EEL. 866 POINT OF COMMENCEMENT SOUTHWEST CORNER CORNER IN WATER SOUTHEAST 1/4 N0129'020E SECTION 4-22-28 POINT OF BEGINNING FOUND REBAR AND CAP LB 1221 3 sd� o N O 0) M C z I TRACT "H" NORTHWEST CORNER NORTHEAST 1/4 SECTION 9-22-28 FOUND 6X6 CONCRETE MONUMENT WITH 1" IRON PIPE DESCRIPTION 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: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE RUN NORTH 0129'02' EAST ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF SECTION 4, A DISTANCE OF 350,29 FEET 269.a7 FEET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH 89 09'24' WEST A DISTANCE OF RUN NORTH 89*1 02E EAST A DISTANCE NORTH r55- OF 281S 2AFEEL' THENCE UN NOSTANCE OF 967.94 RTH 8THENCE 9-52'06' EAST A DISTANCE OF 834.52 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF CLARKE ROAD; THENCE RUN SOUTH 0190'07" WEST 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 RUN SOUTHERLY ALONG THE ARC OF SAID CURVE AND SAID WEST RIGHT--THENOF-WAY UCa TINNE THROUGH A CENTRAL ANGLE OF 19•8,88„ LINE So 1848S1' EASFA DSIANCE OF 81TH 3 FEET, THENtS',E RUIN pUj}�713pg:YjyEgT A DISTANCE OF 69.54 FEET; THENCE RUN SOUTH 18'S951' WEST A DISTANCE OF 227.07 FEET: THENCE RUN NORTH 18'48'52' WEST A DISTANCE OF 937.11: FEET; THENCE RUN NORTH 89'38'51' WEST A DISTANCE OF 41 S FEET TO THE POINT OF BEGINNING. LEM ND EXCEPT THAT PORTION OF THE SOUTHEAST 1/4. AND THE SOUTHWEST 1A OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. DESCRIBED AS FOLLOWS; COMMENCE AT THE SOUTH 1/4 CORNER OF SAID SECTION 4; THENCE S EAST ALONG THE SOUTH LINE 8938'28` NE OF 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 5'Ot'O8' FOR CHORD58 BEARING3 FET (STATIONNORTH 0236 1+ 3WEE5 ; AND A CENTRAL THENCE SOUTH ANGLE OFWEST ALONG A RADIAL UNE 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 NORTH 00'10'59' EAST AND A CENTRAL ANGLE OF 0041'22' FOR 40.00 FEET; THENCE NORTH 89 38'41' WEST FOR 331.07 FEET; THENCE NORTH 3837'37" WEST FOR 232.78 FEET; THENCE SOUTH 5122'23• WEST FOR 390.00 FEET; THENCE SOUTH 3837'37" EAST FOR 360.00 FEET; THENCE 510.49 FEE1T, 23" EAST FOR SOUTH 89 38 4 EFEETA' THENCE NORTH FEET;37-3r WEST FOR 51 b7'09' EAST FOR 32.11 FEET TO THE POINT OF BEGINNING.THENCE SOUTH CONTAINING 21.13 ACRES MORE OR LESS SURVEYOR'S REPORT OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AGENT FILE NUMBER: 9111-27 ORT FILE NUMBER: 04053572 SCHEDULE B - SECTION II EFFECTIVE DATE: MAY 21, 2004 AS TO ITEMS: THR11. BILL0OF SAL, O.R. 50R76, PG 4SSED N54D1 NOT SITE, DOES NOT AFFECT SUBJECT PROPERLY AND IS NOT SHOWN. 12. DRAINAGE EASEMENT AGREEMENT - O.R. SK 5076, PG 4501, IS OFF SITE AND DOES NOT AFFECT SUBJECT PROPERTY, 13. DRAINAGE EASEMENT AGREEMENT O.R. BK 5076, PG 4472, AFFECTS SUBJECT PROPERTY AND IS SHOWN HEREON. 14. GUYING EASEMENT - O.R. BK 5096, PG 4110, IS OFF SITE, D AFFECT SUBJECT PROPERTY AND IS NOT SHOWN. DES NOT BILL OF SALE, AND IS NOTSHOO.R. BK SOTS SUBJECT PROPERT, PG 4548WN., IS OFF SITE, DOES NOT AFFECT SUBJECT IS- DEVELOPERS AGREEMENT - O.R. SK 4352, PG 1655, & FIRST AMENDMENT 7�O.R. BK 4839, PG 2122 & 2ND AMENDMENT O.R. SK 4956, PG 4908, IS RESOLUTION - O.R BKCTS 613U, SUBJECT 368 &ERTY AND IS ORDINANCE IN O.R. BK 4275, PG 4887 NOT ADDRESSED. 18. SEWER SERVICE TERRITORIAL AGREEMENT - O.R. BK 3894, PG 1363, & 1ST AMENDMENT O.R. BK 4702, PG 2589: & 2ND AMENDMENT O.R. BK 58g6, PG 3531: & 3RD AMENDMENT O.R. SK 8432, PG 2130, IS BLANKET IN NATURE, AFFECTS SUBJECT PROPERTY AND IS NOT SHOWN HEREON. 19. WATER SERVICE TERRITORIAL AGREEMENT - O.R. BK 4034, PG 291; & O.R. AMENDMC T O.R.78K 62 PGJ2116 IS BLANKET N NATURE, AF&'F'ECTS SUBJECT PROPERTY AND IS NOT SHOWN HEREON, NOTES: 1•) BEARING STRUCTURE BASED ON THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST AS BEING S01`19'46'E 2. UNDERGROUND UTILITIES, IF ANY, NOT LOCATED OR SHOWN, 3. NO IMPROVEMENTS LOCATED OTHER THAN SHOWN HEREON. 4•) THERE MAY BE IN THE PUBLIC ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT 5•) MAY BE SURVFOUND PERFORMED WITHOUT ARTIITTLEDS O SEARACH BEINGGE N PROVIDED. 6• JURISDICTION LINE FLAGGED BY OTHERS TAKEN FROM DRAWING OCOEE-A.D. MIMS/CLARKE ROAD TRACT G, SHANNON SURVEYING, INC. 7• } THIS PROPERTY LIES IN FLOOD ZONE X AND AE PER F.I.R.M. COMMUNITY PANEL NUMBER,12095CO210 E EFFECTIVE DATE: DECEMBER 6, 2000 8•) VERTICAL DATUM BASED ON ORANGE COUNTY BENCH MARK S-766-017, ELEV 133.442 (NGVD 1929) 9•) THIS SURVEY CERTIFIED TO: SOUTHTRUST BANK RICK KOVACSIK _GRAHAM, LRE MARKS, REPUBLIC 'nTLNSRANCE COMPANY PRJ, LLC PRJ 11, LLC UNLESS IT BEARS 111E SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSSURVEYOR AND MAPPER THIS RAVING ISFOR INFORMATIONAL PURPOSES AND IS NOT VAUD. I HEREBY CERTIFY THAT THIS SURVEY IS IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED TES PURSUANT TO SERULE CTIFLORIDA2 027, ADMINISTRATIVE OIrg10U1) �Jl.-act (•-�-c.,� WALTER T. MIM ( 9 S, LS2494 iREVISED 16 MAR 06: SHEET SIZE & SCALE REVISED & REDRAWN 20 JUL 05; ADDED TITLE DOCUMENTS REVISED 31 JAN 05 : ADDED NEW WETLAND MARKINGS REVISED 28 SEPT 04 : ADDED NJURISDICTION LINE REVISED 19 JULY 04 : ADDED TREES Boundary Survey for: RICK KOVACSIK uA1E SEC 4, T22% R28E MOWN er. 12 JULY 04 ORNGE COUNTY, FLORIDA WTM MIMS SURVEYING & MAPPING, INC.LH7078 8238 FORT THOMAS WAY ORLANDO, FLORIDA 32822 PH (407) 275-6691 D_RAiiWc __ M0430D-1.2BNDY ITEM NUMBER V. MISCELLANEOUS A. Project Status Report B. September Calendar i Large Scale Preliminary Arden Park North LS-2007-016 Subdivision Plan 03/06/08 BH 2nd Staff comments sent on 4-16-08 Bhatta Lot Split 3420 Big Eagle Drive Plat 06/13/08 AF 4th Plat DENIED 6-26-08 Bhatta Lot Split 3420 Big Eagle Drive Plat 08/26/08 AF 5th Plat Booster Juice / Meadow Ridge Commercial ! Wall Sign 08/11/08 BH 1st Wall Sign DENIED on 8-20-08 Casa Mirella (Belmere) Plat 08/13/08 BH 1st Plat Review DENIED on 8-15-08 Casa Mirella (Belmere) Plat ( 09/02/08 BH 2nd Plat Review APPROVED on 9-02-08 Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 8th Plat DENIED on 03/28/07 Rezoning & RZ-08-04-04 Small Scale CPA-2008- i Comp. Plan Citrus Oaks Center Rezoning and SSCPA I002 ilAmendment 06/09/08 BH 2nd Public Hearing at City Commission 9/02/08 Connector Road from East of Adair Street to with East of Ingram Road iLS-2007-015 ;Review 06/24/08 AF 2nd !Approved on 7/3/08 P/F Subdivison Plan & P/F site Crown Point Retail Center I LS-2008-005 Plan 06/16/08 BH 1st !Staff comments sent out 7/17/08 Diplomat Tower ! LS-2007-024 LSP/FSP ! 03/05/08 j AF j 2nd Staff comments sent on 4-8-08 Diplomat Tower New 3 Story Office Building ! 07/10/08 j AF 1st DENIED on 8/5/08 Dr. Mendro /Opus South ! Interior Alteration 07/02/08 AF 1 st Interior Alteration APPROVED on 7-10-08 Eagle Creek of Ocoee Rezoning RZ-06-08-05 Rezoning Public Hearing at P & Z on 8/12/08; waiting to be scheduled for 03/24/08 BH 3rd City Commission Eagles Landing Phase II Plat 08/31/07 AF 1st Plat DENIED on 10/10/07 Eagles Landing Phase III iPlat 08/31/07 AF 1st Plat DENIED on 10/10/07 Annex, Rez & ! East Crown Industrial AX-07-07-10 CPA 02/25/08 MR 2nd Staff comments sent out on 4/3/08 Fifth Third Bank Wall Sign 121 N Clarke Rd Revision 08/08/08 AF 1st Wall Sign Revision APPROVED on 8-20-08 �SS-2007-007 Small Scale Site Fifth Third Bank /Fountains West Plan 04/17/08 AF 3rd APPROVED Current Project Status2.xls/Review 9/3/2008 1 of 4 aROJECY�NACVIE. Fifth Third Bank / Fountains West Fountains at Highland Park Fountains West Freeman Commerce Center F/X Warehouse Complex Glad Tidings Church Hampton Inn IHampton Inn I Hardee's Medical Office Highpoint Church / Ocoee Commerce Ctr Island Glow Tanning Salon / Fountains West Jenny Craig / Ocoee Commons Just For Brakes Key Isle Apartments II Lake Bennet Village Rezoning Lakewood Manor fka Lakewood Estates Lakewood Manor fka Lakewood Estates New Commercial) Bldg 08/11 /08 LS-2007-023 RX/LUP/PSP 08/14/08 Plat 06/18/08 LS-2008-001 Final Site Plan 01/23/08 Preliminary/Final LS-2007-022 Site Plan 07/14/08 LS-2007-018 Expansion 02/20/08 Large Scale Site LS-2007-017 Plan 06/05/08 Construction j Bldg 05/28/08 !Add Sign to j bottom of existing wall sign 1 08/07/08 LS-2008-002 ', LSP/FSP 04/30/08 Cabinet Wall Sign & Face j Change on Pylon! (Sign 08/27/08 Wall Sign 08/07/08 Interior Alteration 07/07/08 i Building Plans 08/28/07 i LS-2005-015 Revisions to FSP 08/20/08 RZ-07-02-06 Rezoning 08/20/08 AF 1st New Commercial Building DENIED 8-21-08 AF 4th Staff comments due 9/15/08 AF 3rd Plat APPROVED on 6-24-08 AF 1st Staff comments sent out on 2/21/08 BH 2nd Staff comments sent out 8/5/08 AF j 2nd Staff comments sent out on 4-1-08 BH 4th Public Hearing at P & Z on 8/12/08 BH 2nd i :New Construction - Building APPROVED on 6-02-08 BH 1st 'Add sign to bottom of existing wall sign DENIED on 8-11-08 AF 2nd ' 1Staff comments sent out 6/5/08 I I ' Cabinet Wall Sign & Face Change on Pylon Sign APPROVED BH 2nd 18/28/08 AF 1st iWall Sign APPROVED on 8-07-08 AF 1st 'Interior Alteration APPROVED on 7-10-08 BH ! 1st Wall Sign DENIED 8/28/07 AF 1st iAPPROVED on 8/28/08 AF 2nd :Staff comments due 8/29/08 Plat Review 07/11/08 BH i 3rd Plat Review APPROVED on 7-29-08 Entry Wall 08/04/08 BH 1st Entry Wall APPROVED on 8-13-08 Current Project Status2.xls/Review 9/3/2008 2 of 4 &At�.� tF26jG'1� :7YF�� Gl� x!'jAi,: REVIEW PROJECT NAME' NCS„ SI1k�I(f�A� R�EiIV�it2i MIYf114 5iA1`US r faU�t�ra, r: k Lauren Beth Avenue Plat 03/12/08 MR 1st Conceptual Plat DENIED on 3-27-08 Wall Sign Non - Mail & Ship / Marion Park Illuminated 07/03/08 BH 2nd Wall Sig_ n Non -Illuminated APPROVED on 7-08-08 Large Scale Site Marshall Farms Business Center LS-2008-004 Plan 09/02/08 AF 2nd Staff comments due 9/29/08 Meadow Ridge Commercial Plat 09/25/07 BH 1st Plat DENIED on 10-22-07 Nails & Spa / Fountains West Wall Sign 08/04/08 BH 1st Wall Sign APPROVED on 8-07-08 NYC Dance / Maguire Groves Wall Sign 07/14/08 AF 1st APPROVED on 7/16/08 Large Scale j !Final Subdivision Oak Trail Reserve PUD LS-2007-010 Plan 04/14/08 AF j 3rd 'APPROVED by City Commission on 9/02/08 'Small Scale Site Oaks Commerce Center SS-2007-005 Plan 07/14/08 BH 4th Staff comments sent out on 8/7/08 Courtesy I Preliminary/Final Ocoee Carrier Annex Review !Site plan 07/07/08 AF 1 st Staff comments sent out 8/4/08 Ocoee Pines Final Subdivision Plans !LS-2007-015 IFSP 08/21/08 AF 3rd ;Staff comments due 9/22/08 Small Scale Site Ocoee Car Wash SS-2007-006 'Plan 05/15/08 j BH 3rd !APPROVED on 7/3/08 ;Small Scale Site Ocoee Oaks United Methodist Church Addition SS-2008-001 'Plan i 05/19/08 BH 1st Staff comments sent out 6/12/08 Small Scale Site Ocoee Town Shops i LS-2008-006 Plan 08/04/08 AF 1st Staff comments due 9-02-08 ' Wall Sign & Pizza Hut / Fountains West I Panel 08/05/08 BH 2nd Wall Sign & Panel APPROVED on 8-05-08 �015 03-08-SE- Special Prestige Academy Exception 04/21/08 BH 1st Approved by City Commission 8/5/08 Prestige Gunite - Ocoee LS-2007-012 Final Site Plan 09/20/07 BH 2nd Staff comments sent out on 11/05/07; no response j Rezoning to j Professional Parkway Town Center RZ-08-03-03 jPUD 03/11/08 AF 1st Staff comments sent out on 5/27/08 Reserve at Meadow Lake (fka Prairie Lake - Tract A) LS-2006-001 Revisions to FSP 08/28/08 BH 1st (Revision to Fianl Subdivision Plan comments due 9/15/08 Commercial Reserve at Meadow Lake (Review 1 08/27/08 BH 1st Sub Fence and Pedrestian Gate APPROVED 8/28/08 Current Project Status2.xls/Review 9/3/2008 3 of 4 PROJECT NAME NO �Bi�lllii`{1 dCliiCl EI�.� NI��Et '� "� ' Shoppes at West Oaks Silver Ridge Crossing Sunrise Senior Living Suntrust Bank Fountains West PUD, Lot 1 Suntrust Bank / Fountains West 2605 Ocoee Apopka Road Thomas Landing at Lake Meadow Thomas Landing at Lake Meadow Value Place Hotel Villa Roma Final Subdivision Plan Villages of Wesmere Phase II West 50 Commercial Subdivision West Colonial Parcel (Walia) West Orange Orthopedics Medical Office West Orange Orthopedics Medical Office West Road Right -of -Way Vacation Request Zero Gravity / Maguire Shoppes fka Meadow Ridge Commercial Large Scale Site LS-2007-013 Plan 02/19/08 Small Scale Site SS-2008-003 Plan 08/18/08 Large Scale Preliminary/Final LS-2008-007 Site Plan 08/07/08 Small Scale Site SS-2007-003 Plan 06/05/08 New (Construction Bldg 04/07/08 Plat Review 06/23/08 Plat Review 08/13/08 Large Scale Site LS-2007-020 Plan 10/12/07 LS-2008-003ILSSP 07/29/08 Plat 01 /29/08 Plat 08/15/07 AX-05-08-25 LS-07-021 :AX & PSP 06/12/08 �SS-2005-013! (Small Scale Site Plan 07/28/08 New Building 06/03/08 VAC-2008- 015 Vacation 05/19/08 Interior Alteration 08/06/08 APPROVED by City Commission on 4-15-08 AF 4th Waiting for executed Development Agreement & Revised plans AF 1st Staff Comments due 9/15/08 BH 1st Staff comments due 9/15/08 AF aid iAPPROVED AF i 1st INew Construction Bldg APPROVED on 4-14-08 AF 1st Plat DENIED on 7-16-08 AF AF 2nd 1st Plat IStaff comments sent on 12/4/07 - no response AF 2nd Staff comments sent 8/20/08; scheduled for P & Z on 9/9/08 BH 1st Plat DENIED on 2-14-08 BH 2nd Plat DENIED on 09/10/07 I BH 5th ;Staff comments sent out 7/17/08 BH ; 5th Approved 8/1/08 BH I 1st New Building APPROVED on 6-06-08 AF 1st Staff comments sent out 6/16/08 BH 1st Interior Alteration APPROVED on 8-13-08 Current Project Status2.xls/Review 9/3/2008 4 of 4 Sun Mon Tue Wed 1 Labor Day 2 3 City Commission Charter .Review Board 7:15 p.m. 6:30 p.m. @ Comm. Chambers @ Comm. Chambers City Hall Closed 7 8 City Commission 9 Planning & Zoning 10 Tentative Budget Public Commission Hearing 7 p.m. 7 p.m. @ Comm. Chambers @ Comm. Chambers 9/16 Agenda Items due to 9/16 Staff Reports 9/16 Agenda Published City Clerk due to City Manager 14 15 16 17 'a aT rat e ° 1: III Iz, m City Commission @ Comm. Conf. Room 7:1.5 p.m. @ Comm. Chambers 1'arks i�; Itecl"extlttn Advisory Board 7:30 p.m. @ Tom Ison Center Charter Review Board 6:30 p.m. Comm. Chambers 21 22 23 24 City Commission Code Final Budget Public [:,nforcement Board Hearing 7 p.m. 7 p.m. @ Comm. Chambers @ Comm. Chambers Autumn Begins 28 29 30 10/7 Agenda Items due to 10/7 Staff Reports due to City Clerk City Manager Thu 4 ihuna u, Re amioms ivepdty Ira'=aI d J.M, @ Comm. Chambers 11 CACOFD 7 p.m. @ Fire Station One 18 Police Infraction Board 7 p.m. @ Comm. Chambers 25 C,ACOPD 7 p.m. @ Comm. Chambers 5 12 Fri ,T 2