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Home My WebLink AboutAgenda P&Z 121013AGENDA CITY OF PALM BEACH GARDENS PLANNING, ZONING AND APPEALS BOARD TUESDAY, DECEMBER 10, 2013 AT 6:00 P.M. COUNCIL CHAMBERS • CALL TO ORDER • PLEDGE OF ALLEGIANCE • ADMINISTER OATH OF OFFICE TO NEW MEMBER(S) • ROLL CALL • BOARD APPOINTMENTS ♦ Appointment of Chair ♦ Appointment of Vice Chair • ADDITIONS, DELETIONS, MODIFICATIONS • REPORT BY THE DIRECTOR OF PLANNING AND ZONING: NATALIE CROWLEY • APPROVAL OF MINUTES: 10/08/2013 PLANNING, ZONING AND APPEALS BOARD Regular Members: Michael Panczak Randolph Hansen Roma Josephs Douglas Pennell Charles Hathaway Howard Rosenkranz Robert Savel Meriel (Honey) Bryan 1g Altemate Planning, Zoning and Appeals Board December 10, 2013 Recommendation to City Council (Public Hearing) - QUASI-JUDICIAL HEARING PCDA-13-11-000020 & SPLN-13-06-000011 Discovery Village ALF Amendment to the Gables PCD Master Plan and Site Plan Approval A request by Discovery Village at West Palm Beach, LLC to approve a Planned Community Development (PCD) Amendment to provide for minor updates to the PCD Master Plan. A concurrent Site Plan petition to accommodate an Assisted Living Facility (ALF) on Parcel B of the Gables Planned Community Development (PCD), located on the west side of Jog Road, south of Northlake Boulevard is also being proposed. The ALF will include a 120-unit/138-bed facility, consisting of 129,831 square feet on 9.85 acres. Project Manager: Tamashbeen Rahman, Planner, trahmangftfl.corn 2. Recommendation to City Council (Public Hearing) - QUASI-JUDICIAL HEARING PUDA-13-11-000051- Bent Tree Rear Setback PUD Amendment A request for a Planned Unit Development (PUD) Amendment affecting 16 parcels of land within Bent Tree PUD, to reduce the rear building setback from 65 feet to 55 feet. Bent Tree PUD is approximately 56 acres in size and located on the east side of Central Boulevard, approximately 0.3 miles north of PGA Boulevard. Project Manager: Joann Skaria Planner, iskaria(cr�pbeflcom 3. OLD BUSINESS 4. NEW BUSINESS 5. ADJOURNMENT In accordance with the Americans with Disabilities Act and Florida Statute 286.26, persons with disabilities needing special accommodations to participate in this proceeding should contact the City Clerk's Office, no later than five days prior to the proceeding, at telephone number (561) 799-4120 for assistance; if hearing impaired, telephone the Florida Relay Service Numbers (800) 955-8771 (TDD) or (800) 955-8770 (VOICE), for assistance. If a person decides to appeal any decision made by the Planning, Zoning and Appeals Board, Local Planning Agency, or Land Development Regulations Commission, with respect to any matter considered at such meeting or hearing, they will need a record of the proceedings; and for such, they may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Exact legal description and/or survey for the cases may be obtained from the files in the Growth Management Department. g:• p&z_shareladministrationlpzab agendalp & z agenda 2013U2.10.20131pzab agenda 12.10.2013.docx 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 CITY OF PALM BEACH GARDENS PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING October 8, 2013 I. CALL TO ORDER The regular meeting was called to order at 6:00 p.m. by Chair Hansen. II. PLEDGE OF ALLEGIANCE III. ROLL CALL Members Present: Chair Randolph Hansen, Vice Chair Douglas Pennell, Roma Josephs, Charles Hathaway, Howard Rosenkranz, Robert Savel, Meriel (Honey) Bryan sitting for Michael Panczak. Members Absent: Michael Panczak. Also Present: City Attorney, R. Max Lohman; Director of Planning and Zoning, Natalie Crowley. IV. ADDITIONS, DELETIONS, MODIFICATIONS None. V. REPORT BY DIRECTOR OF PLANNNING AND ZONING: NATALIE CROWLEY Reported Chase Bank was approved at the October 3, 2013 City Council meeting on 2nd reading. VI. APPROVAL OF MINUTES Member Hathaway made a motion to approve the minutes from the August 13, 2013 and the September 17, 2013 meeting. Member Josephs seconded. Motion passed 7-0. VIL PUBLIC HEARINGS Those preparing to give testimony were sworn in. 1. Recommendation to City Council (Public Hearing) - QUASI-JUDICIAL HEARING PPUD-13-06-000031 — A request for a rezoning, site plan, and major conditional use approval for a Pharmacy on the northeast corner of Northlake Boulevard and Military Trail A request by Boos Development Group, Inc., for approval to rezone the four (4) properties located on the northeast corner of Northlake Boulevard and Military Trail from Commercial General 1 (CG-1) to a Planned Unit Development (PUD) Overlay with an underlying zoning designation of CG-1, site plan approval, and Major Conditional Use for Pharmacy with a drive - through. Chair Hansen opened the public hearing. Chair Hansen asked for any ex parte. None. Petitioner: Ann Booth, Urban Design Kilday Studios. Staff Presentation: Senior Planner, Peter Hofheinz. Public comment: John Patrick Beall, 2901 PGA Boulevard, Palm Beach Gardens. Chair Hansen closed the public hearing. Member Bryan made a motion to approve PPUD- 13-06-00003 1. Member Savel seconded. Motion passed 7-0. 2. Recommendation to City Council (Public Hearing) PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 1 10-08-13 I LDRA-13-09-000049 - LDR Amendment to Chapter 78-158 of the City's Code of 2 Ordinance A City initiated request to amend the Land Development Regulations regarding 3 Chapter 78-158 of the City's Code of Ordinance. 4 Chair Hansen opened the public hearing. 5 Petitioner: None. 6 Staff Presentation: Director of Planning and Zoning, Natalie Crowley. 7 Public Comment: None. 8 Chair Hansen closed the public hearing. 9 Member Pennell made a motion to approve LDRA-13-09-000049. 10 Member Josephs seconded. 11 Motion passed 7-0. 12 VIII. OLD BUSINESS 13 None. 14 IX. NEW BUSINESS 15 Director of Planning and Zoning, Natalie Crowley announced the City is hosting a public 16 workshop open house regarding the proposed spring training park at the Double Tree Hotel on 17 October 16, 2013 from 4:00 p.m. to 7:00 p.m. 18 19 20 21 22 23 (The remainder of this page intentionally left blank.) 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 2 10-08-13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 X. ADJOURNMENT Chair Hansen adjourned the meeting at 6:46 p.m. The next regular meeting will be held on November 12, 2013. Approved: Randolph Hansen, Chair Douglas Pennell, Vice Chair Michael Panczak Roma Josephs Charles Hathaway Howard Rosenkranz Robert Savel ATTEST: Donna L. Kramer Municipal Services Coordinator Note: these minutes are prepared in compliance with 286.011 F.S. and are not verbatim transcripts of the meeting. A verbatim audio recording is available on the City Website or from the Office of the City Clerk. All referenced attachments on file in the Office of the City Clerk. Note: all those preparing to give testimony were sworn in. PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING 10-08-13 Page 3 CITY OF PALM BEACH GARDENS PLANNING, ZONING, AND APPEALS BOARD Agenda Cover Memorandum Meeting Date: December 10, 2013 Petition No. PCDA-13-11-000020 & SPLN-13-06-000011 Subject/Agenda Item: Discovery Village ALF Amendment to the Gables PCD Master Plan and Site Plan Approval Public Hearing and Recommendation to City Council: A request by Discovery Village at West Palm Beach, LLC to approve a Planned Community Development (PCD) Amendment to provide for minor updates to the PCD Master Plan. A concurrent Site Plan petition to accommodate an Assisted Living Facility (ALF) on Parcel B of the Gables Planned Community Development (PCD), located on the west side of Jog Road, south of Northlake Boulevard is also being proposed. The ALF will include a 120-unit/138-bed facility, consisting of 129,831 square feet on 9.85 acres. [ X ] Recommendation to APPROVE [ ] Recommendation to DENY Revi ed by: Originating Dept.: Finance: PZAB Action: Direc or of Planning & Planning & Zoning: Accountant [ ] Rec. Approval Zo i17) Project Manager [ ] Rec. App. w/ Conds. K[ ] Rec. Denial [ ] Continued to: a lie M. Crowley, AICP Tresha Thomas Tamashbeen City Attorney Rahman, Planner Fees Paid: [X] Quasi — Judicial [ ]Legislative Funding Source: R. Max Lohman, Esq. [X] Public Hearing [ ] Operating Advertised: Attachments: Development [X] Other N/A Compliance [ X ] Required Location Map fF s [ ] Not Required Budget Acct.#: . Development Palm Beach Post: N/A — Application Ba areh Wolfs, AICP November 29, 2103 • Project Narrative . Development Plans Approved By: City Manager Affected parties: [X] Notified [ ] Not Required Ronald M. Ferris Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 2 of 11 The Applicant, Discovery Village at West Palm Beach, LLC has requested approval of a Planned Community Development (PCD) Amendment to provide for minor updates to the PCD Master Plan. The Applicant is also requesting site plan approval to allow the Discovery Village Assisted Living Facility, consisting of a total of 120 units/138 beds comprising 129,831 square feet. The proposed development is located on Parcel B of the Montecito (Gables/Parcel 16) PCD located on the west side of Jog Road, between Northlake Boulevard and the Bee Line Highway on 9.85 acres. Staff recommends approval. The Gables Planned Community District (PCD) was approved on July 18, 2002, with the adoption of Ordinance 3, 2002 at the southwest corner of Northlake Boulevard and 1-95. Ordinance 3, 2002 approved the re -zoning of the subject site from a Planned Development Area (PDA) to Planned Community District (PCD) Overlay in order to construct 200 single family units, 450 multi -family units, and 146 Assisted Living Facility (ALF) units, on approximately 240.65 acres. A waiver was also granted from Section 78-141 for Building Height to allow for a maximum 40-foot building height for the multifamily residential structure. Subsequently on November 21, 2002, the City Council approved the site plan for Parcel A, with the adoption of Resolution 206, 2002 and Resolution 207, 2002, which provided for the approval of 194 single family units (Resolution 207, 2002) and 450 multi -family units (Resolution 206, 2002). The proposed development has been submitted for site plan approval of a 120 unit/138 bed facility, comprising of 102 single -bed units and 18 double -bed units, which is a reduction in the allowable number of units provided by the PCD Development Order. 10MR1 The land use designation of the subject property as shown on the City's Future Land Use Map as Residential -Low (RL). The site is currently zoned Planned Community Development (PCD). The use as an assisted living facility has been previously approved through the PCD. The zoning and land use designations of adjacent properties are as follows: Emmum�� Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 3 of 11 .; EXISTING S 1 LAND USE Subject Property Planned Community Residential Low ALF Site (9.85 ac.) Development (PCD) (RL) Gables PCD North Planned Community Preserve Development (PCD) Residential Low Undeveloped (RL) South Planned Community Preserve Development (PCD) Residential Low Undeveloped (RL) East Planned Community Residential Low Preserve Development (PCD) (RL) Undeveloped West Planned Community Residential Low Preserve Development (PCD) (RL) Undeveloped The Applicant is requesting approval of a Planned Community Development (PCD) Amendment to provide for minor updates to the PCD Master Plan. Modifications to the master plan include the reduction of the number of units: The PCD Master Plan approved a 146-unit Assisted Living Facility but the Applicant is proposing approval of a 120-unit facility, which is a net reduction of 26 units. In addition to reducing the number of ALF units, the Applicant is proposing minor reconfiguration of the upland preserve area boundary as shown on the PCD Master Plan. The PCD Master Plan approved 2.33-acres of upland preserve area within the 9.85-acre site. The modification will reduce the width of the upland preserve area in certain areas due to proposed construction but the Applicant is proposing a preserve compensation area (0.27 acres) at the southwestern end of the site so that there will be no net loss. Based on review, the proposed minor modifications (0.27 acre) to the existing perimeter upland preserve area to accommodate the transition in elevation (filled slopes) from the planned development to the existing preserve elevation will be adequately replaced within the proposed preserve compensation area (0.27 acre) located at the southwestern end of the site. The additional preserve area will provide a larger wetland buffer to the adjacent jurisdictional wetland. No permanent environmental damage is anticipated from the proposed minor upland preserve modifications. The proposed dedication of the preserve area has been consolidated to create a better upland habitat. Therefore, there will be a no net loss of preservation area and Code Section 78-28 regarding the 25% environmentally significant land set aside requirements will be met. Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 4 of 11 The proposed preserve area will also continue to fulfill the 15' minimum/25' average width upland preserve requirement. The Applicant will be required to re -plat to accommodate the necessary adjustments to be in conformance with the proposed modifications to the PCD Master Plan. Project Details The construction of the proposed building is designed to house three (3) types of assisted living options: Memory Care for residents who face memory related challenges, Supervised Independent Living for residents who want independence with the security of daily assistance, and Assisted Living for residents that need more personal care every day. There will be a total of 120 units, with a combination of 102 single -bed units and 18 double -bed units for a total of 138 beds. The ALF will consist of one (1) building with varied heights from one (1)-story to three (3)-stories tall, with a maximum height of 38'10". The project includes four (4) activity areas for residents of the facility: a Tranquility Garden, a Farming Garden, an Exercise Garden, and an Activity Garden. There is a Code requirement that not more than ten (10)-percent of the gross floor area in an ALF can be utilized for accessory uses. The proposed accessory uses include a wellness center, sundry shop, a bank, and beauty salon with nail and massage services. The Applicant is proposing accessory uses that total approximately 5,000 square feet or three (3)-percent of the gross floor area. All of these areas are interior to the building footprint and will not be accessible from the exterior of the building. Arr_Pcc The newly constructed Jog Road will provide primary ingress and egress to the site upon completion. The Applicant is proposing a southbound right turn lane and northbound left turn lane on Jog Road into the site, in addition to a U-turn lane with a turn -around on Jog Road. The PCD Master Plan for the Gables PCD included an emergency ingress/egress access point at the intersection of Biltmore Lane and Jog Road that was intended to align with the entrance of the ALF. In order to provide the space needed to safely address the grade changes between the subject site and Jog Road, the Applicant is proposing to realign the entrance of the ALF so that it is slightly north of Biltmore Lane on Jog Road. An emergency access will still be required to be provided through Biltmore Lane. The main entranceway will include one (1) project identification wall sign on either side of - entrance. The sign is consistent - signage provided other Discovery Village - r creates a commonbranding element between of - Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 5 of 11 For the entry feature, the proposed wall sign • each side • the main entrance has been designed in accordance with the residential entry sign requirements. Tht proposed design meets the Code requirements of Table 24 in Section 78-285 Permitted • and will have •1 square feet • sign face area. wissne • The parking demand has been established by the Applicant. None of the units include kitchen with stoves therefore all of the beds at the proposed facility fall into the Assisted Living facility parking requirement category. The Applicant is proposing to provide parking based on a ratio of 0.7 spaces per bed or 97 spaces. The Code requirement is one (1) space per four (4) residents for a total of 35 required parking spaces for the site. The excess number of spaces exceeds the ten percent (10%) allowed by Code. Therefore, the Applicant has requested a waiver from Section 78-345(d)(3) to allow the extra spaces. The Applicant is also proposing two (2) loading spaces at the southwest corner of the site. Traffic Concurre The Gables PCD has been determined to be built out based on the Palm Beach County Traffic Division letter dated October 10, 2012, stating that the prior approved traffic trips associated with the 146-unit congregate care facility (ALF) use within the Gables PCD are vested. The trips from the current site plan submitted are less than the vested trips from the project. A Traffic Impact Statement, prepared by Simmons & White, was reviewed by the City's traffic consultant, Pinder —Troutman. A determination was made that the proposed project meets the Traffic Performance Standards (TPS) of Palm Beach County and the City of Palm Beach Gardens with one (1) condition of approval requiring a County driveway permit for the new driveway location and proposed turn lanes on Jog Road. Drainage Drainage is provided through the existing Montecito PCD drainage system which was designed to handle storm water discharge for the entire PCD. The outfall is located on the southeast corner of the site near the project entrance, and all drainage will discharge into the lake system for storage and treatment, located within Parcel A of the PCD. Architecture/Design The proposed architecture of the building has been designed utilizing a series ol • across the front, with varied building roof heights from one-story to three - stories and the roofing material will be clay barrel tile. The exterior elevations include architectural elements such as balconies, stone veneer, and • •- tit, enhance the fagade. The proposed base paint color for the building is "Beach House", and the secondary color will be "Irish Creme". Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 6 of 11 The approved Master Plan allows- • • of -- The proposed building has been designed e • of : There are also a numberof unoccupied tower elements which ar- exempt fra - •ht limitations in accordance with the provisions of Section 78-184(b). The proposed architectural elevations and color pallet are generally harmonious with the surrounding existing developments. The design features, which include balconies, columns, canopies and porticos are consistent with the preferred building exteriors within the City's design guidelines. Preserve Area and Landscape Buffers The Applicant is proposing to reconfigure the 2.33-acres of upland preserve area that was previously approved to be located within the 9.85-acre Discovery Village site as shown on the Montecito Master Plan (fka Gables PCD). There will be no net loss of upland preserve area. The proposed minor modifications to the existing perimeter upland preserve area to accommodate the transition in elevation (filled slopes) from the planned development to the existing preserve elevation will be replaced within the proposed preserve compensation area (0.27 acre) located at the southwestern end of the site. The City's Environmental consultant, CH2M HILL, conducted a brief review of the Discovery Village site on July 22, 2013. The existing preserve area that surrounds the planned development is generally upland pine flatwoods, habitats which dominate native vegetative species including slash pine, cabbage palm, and dahoon holly. Scattered understory vegetation included coco plum, saw palmetto, wax myrtle and myrsine. Several exotic and invasive species including java plum, Brazilian pepper and melaleuca were noted within the preserve area. CH2M HILL staff did not observe the listed plant species, wild pine airplant noted in the EW Consultants, Inc. assessment. The proposed upland preserve compensation area located at the southwestern end of the project is similar in vegetative composition to that of the existing adjacent upland preserve area. Invasive species including melaleuca, Brazilian pepper, scattered java plum and old world climbing fern were also noted within this area. One of the listed plant species (common giant airplant) was observed within this area. No listed animal species were observed during the visit. CH2M HILL also reviewed the proposed site plan which shows the proposed modifications to the existing perimeter upland preserve area and the location of the proposed upland preserve compensation area. Portions of the perimeter upland preserve also serve as the wetland buffer to the adjacent jurisdictional wetlands in accordance with the existing SFWMD Environmental Resource Permit conditions and requirements. of .• • •966-1 •. - The proposed • p - plantings with an emphasisdral recreating the natural landscape that will be removed due to the fill thatrequired • Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 7 of 11 the site. Special consideration has been given to protection of the most viable upland preserve areas. Grading has taken into consideration the preservation of existing vegetation along the perimeters to further enhance the proposed planting areas. There will be a focus on native plant material using a combination of Pines, Sables, Palms and Live Oaks. There will also be several flowering trees with alternating blooming seasons. Trees at the base of the buildings have been proposed at varied heights to meet code requirements and to provide appropriate treatment for the three (3) story elements of the building. The Applicant is proposing ten -foot wide or greater landscape buffers that are adjacent to the upland preserve areas around the perimeter of the parcel. In addition, the Code has a thirty-five percent Open Space requirement which would require 3.45 acres for the subject site. The Applicant is exceeding the requirement by providing approximately sixty -percent open space, or 5.86-acres. U= The purpose and intent of planned developments whether a PUD or PCID, is to encourage Applicants to propose projects that are innovative, creative and utilize current planning design and architectural concepts and elements that will provide a greater public benefit. Section 78-158 Waivers to planned development district requirements allow for certain standards and requirements to be waived when it can be demonstrated that the requested waiver complies with and is in accordance with the criteria within this section. The Applicant is requesting one (1) waiver with this petition. The Code requires parking to be provided at a ratio of one (1) space per four (4) residents for Assisted Living facilities. The required number is 35 spaces to serve the site. However, the site has been designed to provide 97 spaces which is 62 more than the required number of parking spaces. Therefore the Applicant has requested a waiver from Section 78-345(d)(3). The majority of the parking spaces will include concrete curbing in lieu of wheel stops. The adjacent sidewalk or grassy areas will be increased in width to meet the minimum overhang requirements. (Remainder of page left intentionally blank) Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 8 of 11 7 8-345 (d) (3) Required 1 space per 4 97 spaces 62 spaces (1) Off -Street Parking residents for proposed proposed Approval Spaces, Table 33 assisted living = 35 spaces 1) The Applicant is requesting a waiver from City Code Section 78-345(d), Increases in Parking Spaces, to allow a surplus of 62 parking spaces. ALFs generate a parking demand since in addition to the parking needs of residents, staff, vendors, and visitors frequent the site. The proposed parking spaces are located throughout the site, surrounded by preserve areas with minimal visual impact. Staff supports the waiver request. The proposed site plan approval is consistent with the overall intent of the goals, objectives, and policies of the City's Comprehensive Plan. In addition, the proposed use is consistent with the surrounding and existing land development patterns, and represents logical and orderly development. The application was submitted to the City of Palm Beach Gardens on June 19, 2013 and deemed sufficient for review on June 28, 2013. The subject petition was reviewed by the DRC committee on July 31, 2013. At this time, all comments related to the project have been satisfied, and conditions of approval have been recommended. The proposed PCD Amendment and Site Plan Approval, together with the proposed conditions of approval meet the City's Land Development requirements. Staff recommends APPROVAL of petitions PCDA-13-11-000020 and SPLN-13-06- 000011 as presented with one (1) waiver for site plan approval and the following conditions: 1. Prior to issuance• - first building pe•r vertical construction,pre-permit Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 9 of 11 2. Prior to the issuance of the first building permit for vertical construction, the Applicant shall install a six (6) foot tall construction fence with a privacy tarp around the perimeter of the construction area. (Planning and Zoning) 3. Prior to the issuance of the Certificate of Occupancy for the building, all new roof top mechanical equipment shall be screened from view. (Planning and Zoning) 4. Prior to issuance of the Certificate of Occupancy, an inspection is required by the Development Compliance Division. (Development Compliance Division) 5. Prior to scheduling for City Council approval, all outstanding comments must be satisfied. (Planning and Zoning) 6. Prior to scheduling for City Council approval, the Planned Community Development Amendment application shall be submitted updating the PCD Master Plan, specifically the upland preservation boundaries and number of ALF units. (Planning and Zoning) 7. Prior to scheduling for City Council approval, the Applicant shall receive SFWMD approval for their modification to the Conservation Easement. A copy of said approval and all associated documents shall be supplied to the City. 8. Prior to issuance of the land clearing permit, the Applicant shall receive Technical Compliance Approval letter (TCA) for the plat of this project from the Planning & Zoning Department, in accordance with the City's LDR. The plat shall incorporate the on -site Conversation Easement, including the new upland preserve area, by creating an upland preserve tract and wetland tract as designated by the Gables PCID Master Plan. 9. Prior to the issuance of the Certificate of Occupancy, the Applicant shall restore all upland preserve areas that are missing native vegetation through supplement plantings. 10.The Applicant, successors and assigns shall be responsible for the Jog Road road -shoulder and median landscape maintenance per City standards, including weeding the concrete bull -noses. 11. The Applicant shall tag and protect all Sabal Palms that have Shoestring Ferns growing on them during the clearing operation, and relocate them to a preserve area if they are within a construction area. Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 10 of 11 Sectionsi 1• • 46-• cost estimates • • • t --lements for the onsite and offsite improvements for the project for the infrastructure, landscaping and irrigation costs. The cost estimates shall be •. -t signed and sealed by professional engineer and lan•" •e - I registered in the State of Florida. Surety will be based on 110% of the total combined City approved cost estimates and shall be posted with the City. 13. Prior to the issuance of the infrastructure permit or the issuance of the building permit for the vertical construction, whichever occurs first, the Applicant shall receive Technical Compliance Approval letter (TCA) for the plat of this project from the Planning & Zoning Department, in accordance with the City's LDR. 14. Prior to the commencement of construction, the Applicant shall schedule a pre - construction meeting with City staff. Inspections related to the infrastructure permit will not be performed until the pre -construction meeting has occurred. In addition, failure to comply with this condition could result in a Stop Work Order of all work/construction activity for the subject development site. 15. Prior to the commencement of construction, the Applicant shall provide all necessary construction zone signage and fencing as required by the Engineering Department. 16. Prior to the issuance of the Certificate of Completion for the infrastructure permit by the Engineering Department or the issuance of the first Certificate of Occupancy, whichever occurs first, the Applicant shall provide copies of the required test results for City review and approval. 17. Prior to the issuance of the Certificate of Completion for the infrastructure permit by the Engineering Department or the issuance of the first Certificate of Occupancy, whichever occurs first, the Applicant shall provide the Engineering Department with copies of all permits, permit applications, and Requests for Additional Information (RAls) to and from regulatory agencies regarding issues on all permit applications, certifications, and approvals. 18. Prior to the issuance of the Certificate of Completion for the infrastructure permit by the Engineering Department, the Applicant shall ensure that an emergency ingress/egress route at the west end of Biltmore Lane within the Montecito development onto Jog Road, be constructed. The access route shall be stabilized, have a minimum width of 12 feet and include a gate, know box or click to enter. vertical construction, whichever occurs first, the Applicant shall provide documentation of Palm Beach County Engineering Department approval of the new driveway location and proposed turn lanes on Jog Road. Meeting Date: December 10, 2013 Petition: PCDA-13-11-000020 & SPLN-13-06-000011 Page 11 of 11 1Prior • the issuance• - Gertificate•t 'ompletion torthe intrastructure permit, Applicant • p- -• -• turn laneson Jog '•.r as depicted • the approved site plan. 21. The construction, operation and/or maintenance of any elements of the subject project shall not have any negative impacts on surrounding areas including, but not limited to, drainage, erosion, sedimentation, dust, etc. If, at any time during the project development, it is determined by the City that any of the surrounding areas are experiencing negative impacts caused by the project, it shall be the Applicant's responsibility to resolve said impacts in a period of time and a manner acceptable to the City prior to additional construction activities. The City may cease issuing building permits and/or Certificates of Occupancy until all off site concerns are resolved. 22. The Applicant shall comply with all Federal Environmental Protection Agency and State of Florida Department of Environmental Protection permit requirements for construction activities. 23. Prior to the issuance of the Certificate of Completion for the infrastructure permit, the Applicant shall provide the City Engineer with a copy of the contract to inspect and maintain the fire hydrant system for all privately owned fire hydrant systems. All fire hydrant testing and maintenance shall be submitted to the Fire Marshall annually for review and approval. GIS Department 24. Prior to the issuance of the first Building Permit for vertical construction, digital files of the approved plat shall be submitted to the Planning and Zoning Division. (GIS Manager, Development Compliance Officer) 25.Approved civil design and architectural drawings, including floor plans, shall be submitted prior to the issuance of the Certificate of Occupancy for site plan. (GIS Manager, Development Compliance Officer) 1 w x to s Discovery Village at Palm Beach Gardens AerialPalm Beach Gardens, FL June . n.7k�� t f(MM KU'F ' �a�,,7icpiN — � t'_ ',+ � r`''�-� - � Wit,• y ti' .4 -,'+ • k PCD Boundary - t: SITE ,.. ;. • �, 1/ .: �`� �3•_ "" + 1. #+t� ` CITY OF PALM BEACH GARDENS DEVELOPMENT APPLICATION Planning and Zoning Department CITY OF PALM BEACH GARDENS 10500 North Military Trail Palm Beach Gardens, FL 33410 (561) 799-4243 Fax (561) 799-4281 Request: F_Planned Community Development (PCD) F—Planned Unit Development (PUD) F—Amendment to PCD, PUD or Site Plan F_ Conditional Use F_Amendment to the Comprehensive Plan F_Administrative Approval (Administrative Appeal Project Name: Discovery Village ALF F_ Annexation Rezoning [7 Site Plan Review 171 Concurrency Certificate F_Time Extension F—Miscellaneous F_ Other Date Submitted: Jun 17, 2013 Owner: Discovery Village at West Palm Beach, LLC, a Delaware limited liability company Applicant (if notOwner): Same Applicant's Address: 3301 Bonita Beach Road #208 Telephone No.239-908-2928 Bonita Springs, FL 34134 Agent: Urban Design Kilday Studios Contact Person: Anne Booth E-Mail: abooth ,udkstudios.com Agent's Mailing Address: 477 S. Rosemary Avenue, WPB, FL 33401 Agent's Telephone Number: (561) 366-1100 FOR OF Petition Number: Fees Received Application $ Receipt Number: USE ONL Date & Time Received: Engineering $ 1 11 JIA cyryop PL4 AM�a ��0�►0 Architectural Concepts Inc, (727)584'7178 Engineer: Simmons and VVhit� �.�61) 478-7848 U��D��n�|d��i�.(�1)��11OU Planner: Landscape Architect: Urban Design KUdayStudios, (561)3GG-11OO Site Information: Note: Petitioner shall submit electronic digital files of approved projects. See attachment for details. General Location: West side nfJog Road, approx. 2UO south ofNorth Lake Bhd,inGables PCD West side cfJog Road, approx. 2U0 south ofNorth Lake Bhd,inGables PCD S�Section:22 Township: 42 PK}p2rt/C0DtrOl Nur0ber(s): 52-42-42-22-06-002-0020 Acreage: 9.85 [u[[entZOOiDg: PCD/RL-3(RH) ��Range:z2 No Change Base Flood Elevation /BFR —to beinclicatedonsite plan _______ RL(Residential Low) Current Comprehensive Plan Land Use Designation. Existing Land Use: vacant Requested Land Use: No Change Proposed Use(s) i.e. hotel, single family re5dence,etc: Assisted Living Facility Proposed Square Footageby Use: 12G.831sffacility Proposed NUDnber8OdType QfDwelling Unit(s) i�� single family, multifamily, et[ (if applicable): Assisted Living Facility 2 Information concerning all requests (attach additional sheets if needed.) { Section 78-46, Application Procedures, Land Development Regulations. } 1. Explain the nature of the request: This request is for approval of a Site Plan Review application to develop an Assisted Living Facility (ALF) on Parcel B of the Gables PCD. Development which will include a 120 unit ALF/138 bed facility, consisting of a total of 129,831 sf, on approximately 9.85 acres (Parcel B). The applicant is also requesting reinstatement of city concurrency, and a minor modification to the master plan. Included in the application are two waivers for parking. Please see attached Project Narrative for details on all requests. 2. What will be the impact of the proposed change on the surrounding area? Parcel B has been previously approved by the City Council for 146ALF units. This request will reduce the number of units allowed. The site is surrounded on three sides by preserve area and will have little to no effect on the residential development to the east of Jog Road. 3• Describe how the rezoning request complies with the City's Vision Plan and the following elements of the City's Comprehensive Plan - Future Land Use, Transportation, Housing, Infrastructure, Coastal Management, Conservations, Recreation and Open space, Intergovernmental Coordination and Capital. Improvement. This is not a request to rezone the property. Compliance with the Vision Plan and the Comprehensive Plan were addressed when the PCD was approved. IN 4.How does the proposed projectcomply with City requirementsfor preservation oFnatural resources and native vegetation (Section 7@-3Ol,Land Development Regulations)? All requirements for preservation of natural resources and native vegetation were addressed with the approval of the PCD. The proposed site modifications that impact the upland preserve area are being mitigated through the dedication of additional preservation area for a no net loss of preserve. 5' How will the proposed project comply with City requirements for Art ioPublic Places 78-261, Land Development Regulations)? The applicant will contribute to the city AIPP fund as required by the Land Development Regulations. 6. Has project received concurrency certification? Yes, PBC Concurrency is vested. Request for city reinstatement is included in this application. Date Received additional sheets if The subject property is located approximately -3 n,il£(s] from theinterse[tonOf Jog Road and Northlake Boulevard Applicant's Certification I/We affirm and certify that I/we understand and will comply with the land development regulations of the City of Palm Beach Gardens, Florida. I We further certify that the statements or diagrams made on any paper or plans submitted here with are true to the best of my/our knowledge and belief. Further, I/we understand that this application, attachments, and application filing fees become a part of the official records of the City of Palm Beach ardens, Florida, and are not returnable. Applicant is: 3��k Signatureof Applicant F Owner Anne Booth Print Name of Applicant Optionee 477 S. Rosemary Avenue Street Address F_ Lessee West Palm Beach, Florida 33401 City, State,Zip Code (✓ Agent (561) 366-1100 TelephoneNumber F_ Contract Purchaser (561) 366-1111 Fax Number abooth@udkstudios.com E-Mail Address 6 W Permit # Palm Beach Gardens Planning and Zoning Department 10500 North Military Trail, Palm Beach Gardens, FL 33410 561-799-4230 Financial Responsibility Form The owner understands that all City -incurred professional fees and expenses associated with the processing of this application request are ultimately the responsibility of the owner. A security deposit shall be deposited in an interest -bearing account with any accrued interest to be retained by the City of Palm Beach Gardens. The owner and/or designee shall be invoiced on a monthly basis for professional fees such as, but not limited to, consultant engineering services, legal services, advertising costs, and/or any other costs attributable to the processing of the permit for which the City incurred during the previous month. The owner and/or designee shall reimburse the City within thirty (30) days from date of invoice. If payment is not received, the City may utilize the security deposit for re-imbursement purposes. All activities related to the pending permit(s) will cease untii any outstanding invoices are paid. The owner/designee further understands that transfer of this responsibility shall require a completed form, signed and notarized by the responsible party, and delivered to the City Planning and Zoning Department if the name and/or address of the responsible party changes at anytime duri g the application review process. Owner signatu Date Thomas J. Harrison, CEO Owner printed name DESIGNEE/BILL TO: Thomas J. Harrison, CEO Discovery Village West Palm Beach, LLC 3301 Bonita Beach Road, Suite 208, Bonita Springs, 34134 STATE OF F1ortz, 52-42-42-22-06-002-0020 Property Control Number 0 r Designee Accept Signature NOTARY ACKNOWLEDGEMENT COUNTY OF _?PAyyJ?,jQCt&V1 I hereby certify that the foregoing instrument was acknowledged before me thisil"'day of J U-V\e- , 20 L3, by Y 1"A-S . �W-V_t5 V\ . He or she is personally known to me -ef has prgdwcGll Notary ublic sign e Printed n me^� State of DrLt�./- at -large My Commission expires:V 131wltp .«�., SANDRA J. MEGRUE Notary Public - State of Florida •_ My Comm. Expires Auq 13, 2016 =? aV Commission # EE 192836 Bowled Through National Notary Assn. PROJECT NARRATIVE Discovery Village Assisted Living Facility June 17, 2013 Request/Location/History urban design kilday� Urban Planning and Design Landscape Architecture Communication Graphics This is a request for Site Plan Review approval for a Major Site Plan in a Planned Community District (PCD), reinstatement of City Concurrency approval and a minor modification to the PCD master plan to allow the Discovery Village Assisted Living Facility on Parcel B of the Montecito (Gables/Parcel 16) Planned Community Development (PCD) located on the west side of ion Road, south of Nor-thlake Boulevard. This application is being submitted on behalf of Discovery Village at West Palm Beach LLC, the owner of the subject site, a 9.85 acre parcel of land, property control number 52-42-42-22-06-002-0020. The site currently has a Future Land Use Plan designation of Residential Low (RL) and is zoned Planned Community District (PCD) with an underlying zoning of Residential High. The PCD Master Plan was approved by Ordinance 3, 2002 to allow 146 Assisted Living Facility units on Parcel B. The proposed development will include 120 units with 138 beds at the facility. The proposed use is primarily consistent with the RH-Residential High—zo_n.in_g district —therefore _a—a_ccotd_arice�vith Section 78-155 c) the land development regulations in the RH zoning district are being used for design criteria. The applicant's managing member, Discovery Management Group, has been actively involved in the senior -living industry for over 20 years. They currently operate 6 luxury senior -living communities in Florida with the capacity of caring for more than 3,000 residents. They are very excited about this project because of the beautiful, natural, tranquil surroundings, convenient access and excellent surrounding communities. Their award winning facilities provide a wide range of activities and resident -focused programs as well as a wellness center, fitness program, medical assistance and food service. Adjacent Zoning and Future Land Use Designations The subject site is bound to the west and north by preserve area within the PCD. To the east the subject site is partially bounded by the right-of-way of Jog Road and the Montecito residential community. To the south the site is bound partially by the Beeline Highwauand the remainder by the preserve area within the PCD D C1NpF 477 S. Rosemary Avenue P Suite 225 - The Lofts at CityPlace 1301i(aE s West Palm Beach, FL 33401 d 561.366.1100 561.366.1111 fax pjgNd& www.udkstudios.com LCC000035 ZONING Project Narrative is c o v e w, -WFau-ej June 17, 201 Page I EXISTING USE ZONING FUTURE LAND USE SUBJECT PROPERTY: PCD/RL-3 with Vacant (Parcel B) underlying RH RL TO THE NORTH: PCD/RL-3 Gables PCD Preserve RL TO THE EAST: Jog Road PCD/RL-3 RL (A//neifArifn _Parcel M Gables PCD Preserve TO THE SOUTH: Beeline Highway PCD/RL-3 RL (Ironhourse) Gables PCD Preserve TO THE WEST: PCD/RL-3 Gables PCD Preserve RL mmz�= The Palm Beach County Traffic Division issued a letter dated October 10, 2012, stating that the prior approved traffic trips associated with the 146 unit congregate care facility (ALF) use within the Gables PCD are vested. Technically, city traffic concurrency has expired, therefore the applicant is requesting that the city reinstate the city traffic concurrency previously granted. As part of this application, the applicant is submitting a traffic equivalency analysis showing that the proposed traffic generation is less intensive than the previously approved and vested traffic, thereby not requiring any additional review by Palm Beach County Staff. With regards to other public services provided, the development is less intensive than the previously approved which will reduce the demand for service. W=-1 The subject site is shown on the approved Master Plan as 9.85 acres which included 7.05 acres of upland and 2.8 acres of Upland Preserve. When the site was platted, the conservation easement which adjusted the boundaries of the parcel and the upland preserve had already been established. The 9.85 acres purchased includes the 7.52 HAJOBS\Gables PCD-99-059\Discovery Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc Project Narrative Discovery Village ALF June 17, 2013 Page 3 acre tract platted as "Parcel G" along with 2.33 acres of upland preserve as described in the conservation easement. The elevation established by the construction of Jog Road requires substantial amounts of fill to meet the finished floor requirement of 22 feet. The grade change has created concerns regarding resident safety with regard to the slopes along the edges of the pavement areas. As a result, there are several areas of the Conservation Easement/Upland Buffer that are being proposed for modification to minimize the construction of retaining walls. T he Conservation Easement will also be impacted by the additional ROW required for a right -turn lane. It is the intention of the applicant to request approval from the SFWMD to modify the Conservation Easement in the areas where the encroachments are proposed. The ultimate Upland buffer will continue to provide the 15' minimum/25' average requirement and it is our intention that there will be a no -net loss of Conservation Easement area. The proposed dedication of preserve area has been consolidated to create a better upland habitat. There will be a no -net loss of preservation area. Attached are proposed architectural elevations and floor plans. The proposed building is designed to house three types of assisted living options; Memory Care for residents who face memory related challenges, Supervised Independent Living for residents who want independence with the security of daily assistance, and Assisted Living for residents that need more personal care every day. The building has been designed with varied heights from one-story to three-story elevations. The exterior includes beautiful architectural details, balconies, stone, and column designs to enhance the fagade. The approved Master Plan allows a height limitation of 45', as does the RH-Residential High District Regulations. The proposed building has a maximum height of 38'10". There are a number of unoccupied tower elements which we understand to be exempt from the height limitations in accordance with the provisions of Section 78-184(b). There are several accessory uses within the building, including a wellness center, sundries sales, a bank office, and a beauty salon with nail and massage services. [�� I I I I I � 111 1:1 1 1 1 i III lI I I I I III I I I I I! III I ;I The attached landscape plan reflects a primarily native planting concept with an emphasis on recreating the natural landscape that will be removed due to the fill that is required for the site. Special consideration has been given to protection of the most viable upland preserve areas and to offset the loss of upland preserve, a consolidated area of preserve dedication has been provided. Grading has taken into consideration the preservation of existing vegetation along the perimeters to further enhance the HAJOBS\Gables PCD_99-059\DiscoveFy Village ALF_SPR—.006\DocumentsWpplications\Project Narrative.doc Project Narrative June 17, 2013 Discovery Village ALF Page 4 proposed planting areas. There will be a focus on native plant material using a combination of Pines, Sables, Palms and Live Oaks. There will also be several flowering trees with alternating blooming seasons. Trees at the base of the buildings have been proposed at varied heights to meet code requirements and to provide appropriate treatment for the three story elements of the building. In order to provide the space needed to safely address the grade changes and the desired entrance design elements, the construction of the entrance requires the realignment of the intersection with the un-built Biltmore Lane ROW on the east side of Jog Road. In documentation previously submitted, the Montecito POA has confirmed that they do not have any intention of constructing the un-built ROW which allows the Discovery Village entrance to be shifted to the north. It is our understanding that the City does not want the Biltmore Lane ROW to be abandoned, but that there is no objection to the realignment. It is also our understanding that the City would like to maintain emergency access over the Biltmore Lane ROW. As previously submitted, Palm Beach County engineering has also consented to the realignment. Although the right turn lane into the project is not required by traffic performance standards, the applicant would like to provide the turn lane to allow residents a smoother transition onto the property. As part of our application package we have addressed the traffic patterns and access to the site from Northlake Boulevard, the closing of the access point through the Montecito residential community and any impacts those changes may have are reduced by the reduction in intensity. The proposed design for ground signs on either side of the entrance has been included in the package. The proposed sign/wall/fence has been designed in accordance with the residential entry sign requirements. The sign is consistent with the signage provided at the other Discovery Village facilities and creates a common branding element between the sites. Parking has been provided based on a ratio of .7 spaces per bed. The parking demand has been established through years of experience in the development of ALF's. The code requires parking to be provided at a ratio of 1 space per 4 residents for Assisted Living facilities. None of the units include stoves therefore all of the beds at the proposed facility fall into the Assisted Living facility parking requirement category. H:\JOBS\Gables PCID-99-0590iscovery Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc Project Narrative June 17, 2013 Discovery Village ALF Page 5 Because we have provided more than the required number of parking spaces, we will need to request a waiver from Section 78-345(d)(3). The majority of the parking spaces will include concrete curbing in lieu of wheel stops. The adjacent sidewalk or grass areas will be increased in width to meet the minimum overhang requirements. Covered parking is provided as an amenity for residents whose cars rarely leave the parking lot as well as the staff. The number of covered spaces provided is at a ratio of more than allowed by code, therefore we will need to request a waiver from Section 78- 374(g). Loading spaces are not required by code, but a loading space has been provided. Drainage is provided through the existing Montecito PCD drainage system. ATM�� The site has previously been reviewed and approved as part of the overall PCD for the purposes of wetland and upland preservation. The proposed development of the site will* require an off -setting dedication of upland preservation to achieve a no -net loss of preservation area. Included in this application is an assessment of the status of the site as it currently exists. The development will be constructed in one (1) phase. 2= The site has been platted. Discussion is ongoing with regard to the requirement for re - plating the site. Should re -plating be necessary, the applicant would like to request approval to allow clearing and filling prior to the plat being recorded. OM The applicant intends to contribute to the city AIPP fund as required by the Land Development Regulations. Conventional parks and recreation areas are not appropriate for the residents of this facility. As part of the overall design concept and amenities to the residents, there are H:\JOBS\Gables PCID-99-0590iscovery Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc = = = - - M Im wwtzm June 17, 2013 Page 6 four central courtyards provided. The Memory Care courtyard will include more serene shady areas with seating options. Between the Memory Care garden and the Supervised Independent Living courtyard will be a Garden courtyard which will provide planters for the planting of fruits and vegetables. The Garden courtyard will have smaller palms for minimal shade, allowing the opportunity for the planters to receive more sunlight. The Supervised Independent Living courtyard will include an exercise trail with the landscaping adjacent to the building to soften the perimeter. The Assisted Living courtyard is designed to be more active with outdoor dining facilities, and a putting green. The courtyards are centrally located with limited access. Although the build -out date for the PCID has expired though the city, the Traffic concurrency has been vested with Palm Beach County. Included in this application is a traffic equivalency analysis which addresses the reduction in the impacts as a result of the reduction in the number of approved units. 'NE YU ON M § 4 g_- A p q, IN S% 21``_ Comparison Allowed Proposed Compliance Waiver (per code unless Requested otherwise noted) Open Space 35% min. 59.8% yes Minimum Site 230,404 sf 429,053 sf yes Area (RH) Minimum Lot yes 100, 320' Width (RH) Maximum Building 35% 15.1% (1.49 ac) yes Lot Coverage (RH) Maximum Height 45' 381-101, yes Limit (RH) Sethacks v% 40 feet (RH) (30' plus 1' for each Front (Jog Road) foot of building 238.26' yes height greater than 2 stories) HAJOBS\Gables PCD-99-059\Discovery Village ALF_SPR—.006\Documents\Applications\Project NarFative.doc Project Narrative Discovery Village ALF June 17, 2013 Page 7 MIN ,SIT n LM IR;*a Al Comparison Allowed Proposed Compliance Waiver (per code unless Requested otherwise noted) 20 feet (RH) (20' iDlus 1' for each Side (East) foot' of building 89.94' yes height greater than 2 stories) 20'feet (RH) (20' plus 1' for each Side (North) foot of building 93.34' yes height greater than 2 stories) 20 feet (RH) (20' plus 1' for each Rear (West) foot of building 22.87' yes height greater than 2 stories) z '0, it 'If IM AM tp r'p pq - qg gg; HIM Number Required 35(1 space/4 beds) 97 no Yes Stall D I imensions 10' x 18.5 feet 1 O'x 18.5' yes Loading Spaces ':� r,I 0 @ 12'x35 1 @ 12'x 35' yes GroundSrgnss�jM gy iz -mac,, .......... I&I 2 per community entrance way, 1 on either side of 2, one on either Number Allowed entrance, or one in side of the yes the median of entrance community entrance 15 feet -from ROW 23' from ROW Setbacks yes line lines Front- min. width Ground Sign shall be not less All sides meet the Yes Landscape Area than the height of requirements the sign. (8') H:\JOBS\Gables PCD-99-059\DiscoveFy Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc Project Narrative Discovery Village ALF June 17, 2013 Page 8 M 4A Comparison Allowed Proposed Compliance Waiver (per code unless Requested otherwise noted) Side: min. width shall be not less than the height of the sign. (8) Rear: min. width shall be 3. LantlsE, Mp Vt .I Points Points 15,507.48 16,949.2 Yes VITPTVV�TMADM One of the general purposes and intentions of the Planned Community Development overlay district is to "establish and encourage efficient and creative development or re- development of property; to provide maximum opportunity for the application of innovative concepts of development in the creation of aesthetically pleasing living, environments ... and to ensure that development occurs according to limitations of use, design, density, coverage, and planning as stipulated in an approved development plan". As a result of these concepts, the PCD Overlay District was created as a Flexible Zoning district that is intended to allow for deviations from standard Land Development Regulations. In turn the applicant understands that they will be subject to conditions of approval. Deviations to the standard Land Development Regulations are accommodated through the waiver approval process. The granting of waivers allows innovative, and creative design concepts to be realized that will be a benefit to the city. The development of this property will complete the previously approved development program for the Gables PCD and provide needed services to the community at large. The proposed development plan proposes an esthetically attractive architectural building that will provide for three levels of care in one facility. The proposed layout of the site allows the parking for residents and staff to be located at the rear of the property with guest parking closer to Jog Road. This provides for the maximum distance achievable from the adjacent residential community of Montecito (also within the Gables PCD). The applicant is requesting approval for additional parking in excess of what is required by code. The applicant is also requesting approval for additional covered parking structures. Both waiver requests are a result of the applicants experience in th-t development of assisted living facilities and the demand for parking and covered HAJOBS\Gables PCD-99-059\Discovery Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc parking that comes from that experience. Because the property is surrounded by preserve area, there will be no impacts to any adjacent property owners. Efficient design of the parking has minimized the waiver requested. The applicant is requesting the following waivers: 1. Section 78-374(g) — Covered parking structures, limits covered parking to 5% of required parking, or 2 parking spaces. We are requesting a waiver to allow 22 covered parking spaces. 2. Section 78-345(d)(3) — Number of Parking Spaces Required: The Code requires 35 spaces. We are requesting a waiver to allow ninety seven (97) parking spaces to be provided. HAJOBS\Gables PCD-99-059\Discovery Village ALF_SPR—.006\Documents\Applications\Project Narrative.doc June 17, 2013 Ms. Natalie Crowley, AICP, Director Planning & Zoning Department City of Palm Beach Gardens 10500 N. Military Trail Palm Beach Gardens, Florida 33410 RE: DISCOVERY VILLAGE ALF - PARCEL B OF MONTECITO (GABLES) PCD SITE PLAN REVIEW APPLICATION UDKS REF: 99-059.006 (PCD) Dear Ms. Crowley, urban design � Urban Planning and Design Landscape Architecture Communication Graphics On behalf of the Discovery Village at West Palm Beach, LLC, owner of the property, Urban Design Kilday Studios hereby respectfully submits this application for a Major Site Plan in a Planned Community District (PCD), a minor modification to the approved Master Plan and reinstatement of city traffic concurrency approval to allow the proposed Discovery Village Assisted Living Facility. The project is proposed to be located on Parcel. B of the Montecito (Gables/Parcel 16) PCD, located on the west side of Jog Road, south of Northlake Boulevard. The PCD Master Plan was approved by Ordinance 3, 2002 to allow 146 Assisted Living Facility units on Parcel B. The proposed development will include 120 units with 138 beds. The underlying Future Land Use is Residential Low (RL). The proposed use is primarily consistent with the RH-Residential High zoning district therefore in accordance with Section 78-155(c) the land development regulations in the RH zoning district are being used for design criteria. The following items are being provided to you for consideration in the review and approval of the request. 1. Application Fee - $5,300.00 ($2,000.00 Base Application fee, $300 Open Space fee, $1,000.00 Engineering fee, $1,000.00 Legal fee, and $1,000.00 Advertising fee) 2. Project Narrative 3. Development Application (ZONINA �1'OF 4. Waiver Criteria Analysis BCHGL�S C� 5. Owner's Consents and Authorizations 6. Warranty Deed with Affidavit7. Letter of approval from Montecito POA 8. Aerial Location Map 9. Traffic Statement prepared by Simmons & White and 477 S. Rosemary Avenue dated June 14, 2013 Suite 225 - The Lofts at CityPlace West Palm Beach, FL 33401 561.366.1100 561.366.1111 fax www.udkstudios.com LC0000035 Ms. Natalie Crowley RiSGOVEL"g V, Livina FaciliM June 17, 201 Page I 10. Drainage Statement prepared by Simmons & White and dated June 13, 2013 11. Master Plan prepared by Urban Design Kilday Studios and dated June 12, 2013 12. Site Plan prepared by Urban Design Kilday Studios and dated June 17, 2013 13. Landscape Plan prepared by Urban Design Kilday Studios and dated June 17, 2013 1,,. Engineering Plans prepared by Simmons & White and dated June 14, 2013 15. Photometric Plan prepared by M.P. Spychala & Assoc., Inc., and dated June 17, 2013. 16. Architectural Elevations, Floor Plans, and Roof Plans prepared by Urban Design Kilday Studios and dated June 12, 2013 17. Survey prepared by Betsy Lindsay, Inc. and dated November 20, 2012 18. Open Space Cad drawings, prepared by Urban Design Kilday Studios and dated June 17, 2013 19. Environmental Report prepared by EW Consultants, Inc. and dated June 2013 P.O. Disc containing all materials submitted We look forward to discussing this project with you. Thank you for your assistance in this matter. Please feel free to contact me if you have any questions regarding this request. Sincerely, :Urba esign flay Studios 77U7 Anne Booth Principal Cc: Thomas Harrison, Discovery Village Richard Hutchinson, Discovery Village Bob DiBacco, The Henning Group Bo Russ, Architectural Concepts WAIVER CRITERIA Discovery Village ALF Montecito/Gables/Parcel 16 PCD June 17, 2013 Waiver Criteria urban kildaOSY Urban Planning and Design Landscape Architecture Communication Graphics The applicant's managing member, Discovery Management Group, has been actively involved in the senior -living industry for over 20 years. They currently operate 6 award winning luxury senior -living communities in Florida with the capacity of caring for more than 3,000 residents. Through their own experience gained in operating such quality facilities, as well as the experiences of other similar facilities, they have determined that a minimum of .7 spaces per resident is an optimum parking ratio. This ratio meets the parking demands for the residents, their guests and staff. The demand for covered parking spaces is driven by residents and staff and is provided as an amenity consistent with the quality of the facility. The facility is remotely located surrounded on three sides by preservation area. All proposed covered parking spaces will be located on back side of the building and will have no impact on the adjacent neighbors. The proposed parking structures will be architecturally consistent with the proposed building, and will be permanent structures. Waivers requested. Section 78-345(d)(3) — Number of Parking Spaces Required: A waiver to allow an increase in provided parking spaces in excess of 10% of the required parking. The waiver will allow for ninety seven (97) parking spaces to be provided. This is an increase of sixty (62) parking spaces. 2. Section 78-374(g) —Covered parking structures, A waiver to allow more than 5% of the required parking to be covered. Total proposed covered parking spaces are twenty-two (22) which exceeds the maximum amount of covered parking structures allowed by twenty (20) spaces. Waiver Criteria: (1) The request is consistent with the city's comprehensive plan. ./ on Of PtAWMA A KZONING ,, 477 S. Rosemary Avenue Suite 225 - The Lofts at CityPlace West Palm Beach, FL 33401 561.366.1100 561.366.1111 fax www.udkstudios.com LCCO00035 Waiver Criteria &L •- 416y.•,- The proposed waivers are consistent with Regulations that allow for waivers in a PCD. the Comprehensive Plan. June 17, 201 Page I the provisions of the Land Development This request is consistent with the provisions of the code that allow waiverrequests with a Planned Community Development district necessary to implement the site plan, base upon the most comparable zoning district. I Mlln amenities ana AnKageS, eMPIOJ ItMill U1J,tUULJA11Y1U5, MITIMUM i sense of place. The approval of the site plan and architectural design of the overall project satisfies the city's goals and objectives for a project with architectural significance, pedestrian amenities, linkages, employment opportunities, trip reduction and a sense of place. Approval of the requested waivers will enhance the proposed development by allowing an amenity for the residents and staff. I 1;1I Jill i The proposed waivers will enhance the development of the site by providing an amenity for the residents. The applicant proposes to exceed the open space and landscape requirements for the site by twenty-eight (28) percent, thereby providing for more than the minimum requirements for open space, parking amenities and landscape planting. The overall PCD provides 69% open space in the form of 143 acres of preserves, buffers and a lake. (5) The request for one or more waivers results from innovative design in whicl-, �*&.ter i-iinimum standards are exceeded. safe access for the residents and staff into and out of the building. The overall design the site allows for additional open space and upland preservation area. i HAJOBS\Gables PCD-99-059\Discovery Village ALF_SPR—.006\Documents\Applications\Waiver Criteria 061713,doc Waiver Criteria June 17, 2013 Discovery Village CLIF Page 3 (6) The request demonstrates that granting of the giver ill result in preservation of valuable natural resources, including environmental ly-sensitive lands, drainage and recharge areas, and coastal areas. The site provides for a no net loss of preservation area and the proposed design allows for the consolidation of preservation area which improves the quality of the habitat. (7) The request clearly demonstrates public benefits to be derived, including but not limited to such benefits as no -cost dedication of rights -of -way, extensions of pedestrian linkages outside of the project boundaries, preservation of important natural resources, and use of desirable architectural, building, and site design techniques. The approval of the PCD incorporated the dedication of public rights -of -way, construction of roadway improvements, and preservation of upland areas. The proposed waivers will not impact the preserve area or other public spaces. The proposed site plan allows for the no - net loss of preserve area which has been consolidated for improved habitat. (8) Sufficient screening and buffering, if required, are provided to screen adjacent uses from adverse impacts caused by a waiver. There are no anticipated impacts from the granting of these waivers. All affected property lines are surrounded by preserve and wetland areas that are part of the PCD. All proposed covered parking structures will be located on the west and northwest perimeters of the proposed facility and away from any public right-of-way or adjacent community. 19) The request is not based solely or predominantly on economic reasons. The proposed increase in the number of parking spaces and number of covered spaces enhances the quality of life for the residents and visitors of the facility by offering an amenity to the residents. (10) The request will be compatible with existing and potential land uses adjacent to the development site. The approvedALF use has been previously determined to be compatible with the existing land uses of adjacent properties. The proposed increase in the number of parking spaces and number of covered spaces enhances the quality of the facility which increases the value of the proposed development. The proposed development will be screened and separated from all adjacent development. HAJOBS\Gables PCID-99-0590iscovery Village ALF_SPR—.006\Documents\Applications\VVaiver Criteria 061713.doc purpose and intent of this section, and that such waiver or waivers will not injurious to the area involved or otherwise detrimental to the public health, safe and welfare. II CHI an be injurious to the area involved or otherwise de ental to the public health, safety, and HAJOBS\Gab|esPCD_99-O5Q\DiaooveryVillage ALF_SPR—.O0O\DocumentsVApp|icabonsY@/akmrCriteria OO1713.doo AA PARTIAL REAR ELEVA11 ON PARTIAL REA';,E�_�VATICN CONT, EIL: in r_T i El ir. -7, _T ( OVERALL R16HT SIDE ELEVATION 7) ul AINNIfTECTUft" pg � �vcl L L A G E -AT PALM REACH GARDENS .......... PROMMD; DISCOVERY V I LLAGE at PALM BEACH GARDENS OHM PrSMiFTpM EXTERIOR ELEVATIONS o"Att NO I wwl. . z KEYPLAW��,- A3.3 ")N PGA National Golf & Country Club LUP: PCD Zone: PCD SS34 � . - -.. .-• - �� 'fit ]N2f `� .. ... .i Ironhorse Country Club y; LUP: SF Zone: RPD sz (City of West Palm Beach) - NBB'4]'30'W 2fi39.]4' -. SITE DATA ZONING, EXISTING PCD (RL-3) LAND USE, EXISTING RL SECTION 22 TOWNSHIP 42 RANGE 42 TOTAL SITE AREA 240.65 AC RESIDENTIAL TOTAL ACREAGE 240.65 AC PARCEL A 90.1 AC PARCEL B' Including 2.33AC of Upland Preserve 9.85 AC ENVIRONMENTAL PRESERVE 143.03 AC. UPLAND PRESERVE REQUIRED 25.0% 7.43 AC PROVIDED 26.6% 7.93 AC WETLAND PROVIDED 135.1 AC PRESERVATION 80.5 AC ENHANCEMENT 36.3 AC RESTORATION 18.3 AC TOTAL DWELLING UNITS 796 OU GROSS DENSITY 3.3 DUI BUILDING HEIGHT 45 FEET COMMUNITY -SERVING OPEN SPACE REQUIRED 20.0% 48.13 AC PROVIDED 69.5% 16T7AC BUFFERS 7.5AC CANAL/LAKES 17.2 AC ENVIRONMENTAL PRESERVE 143.03 AC NOTES PARCEL A, CONSISTING OF THE APARTMENTS AND SINGLE FAMILY HOMES, WILL BE CONSTRUCTED INITIALLY. PARCEL B, WHICH CONTAINS THE PROPOSED ADULT LIVING FACILITY, WILL THEN BE CONSTRUCTED, LEGEND WETLAND PRESERVATION WETLAND ENHANCEMENT ® WETLAND RESTORATION UPLAND PRESERVATION - — — — — — - UPLAND BUFFER U Single Family PGA National Commerce Park LUP: PCD Zone: PCD ----------------------- Northlake-Boulevarat 140' R.O.W. - 60' R.O.W. Sri PARCEL A (90.1 acres) � I (200) SINGLE FAMILY D.U.s �\ ' 1 (450) MULTI FAMILY D.U.s t11�t\\� Lake 'I �\V 10.55 AC Single Family NBB•4]'3g�v 2ss].eg F.D.O.T. Parcel Proposed Future FL Turnpike Interchange LUP: RL Zone: PDA Multi -Family to QUCL 0 _jN L O S urtan design ki I dall III STUDIOS 9 Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Placea 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 561.366.1100 FAX 561.366.1111 www.udkstudios.com #LCC000035 C. yrigM1T An idea , designs. arrangements, and plans ePresented by HMIs drawing are ovmed by tl Ne property of the designer, and were tetl for TM1: exclusive use of the speufied project. es ., itleib, designs, d i emen or plans dull not be psM by,., tlisclosed� any person, nrm, or corporation wld,00t Ne written permi ion o/the dezigne original Peotlon 9 PCO-0001 Y � s O LL N i C & n W L w v L cc a s V c (U a & NORTH 0 100' 200' 400' Scale: 1" = 200' - 0" Date: 06.17.2013 Project No.: 9"59.01 Designed By: SHG Drawn By: SHG Checked By: AS Revision Dates: 12.22.00 SHG OsWt1 SHG 0g.2-1 SHG 10.-m SHG 9az r2 a 06.12.13 DEM SITE DATA 10' Parking space - Handicap Parking s Zoning, biurig PCD/flL3 Space U Ord Use, Dict.n pL t0' Parking soars Handicap soaea Covered Parking C�owvend Parking R �^ +^^ .a GENERAL NOTES. —122 Tc—h PQ IN,I4I � a �� '®,�� m f- .o -f ) 11 EPLAN 11111UPON SURVEY PROVIDED BY BGTD11NDSAY. ,re. le I ®� {4i NC,(NOVEMBER 20, 2012). \ �IG eArta 429,053 if 9a8 AC �..r Q I) MINIMUM AVERAGE HORIZONTAL FOOT CANDLES OF Be SHALL BE 1 MAINTAINED IN THE GENERAL PARKING AND PEDESTRIAN AREAS, Allowed 35% .0.55SF 3.dd AC I_�...n 3Q a GABLES AT NORTHIAKE 31 ALL COMMON AREAS SHALL BE PROVIDED WITH IPo%RRIGATON Proposed 15.1% 65,L3133Sf LKAC ppp 2 �...`m,.+ _ g COVERAGE. THENSTALLATON AND OPERATION OF THE \ Open Spare i s g awY W G IRR GAHON SYSTEM SHALL FOLLOW ALL GUIDELINES AS Ae4mred 35% 150,168.555E add AC lit �%v V� v l-,C.mc ESTABLISHED BY THE FLORIDA IRRIGATION SOCIETY THE ProposM SSB% 255,38EW5F Sa6AC yal it ��' ii•, `�P^e INSTALLATION OF THE PROPOSED IRRIGATION SYSTEM SHALL ®@. MINIMIZE OVER SPRAY AND IRRIGATION OF IMPERVIOUS AREAS. Uphnd 59.7% 153y16.0J5F 353 AC g a) ALL PAVEMENTMARKNG AND STRIPING. EXCLUDING PARKING c Preserve°•�p� .� i- 9`e A STALL BTRP NG SHALL BE INSTALLED WITH THERM°PLASTC g� Required I56% 101pO65f 2.33 AC ®p••® MATERIALS ALSO PAVER BRICKS OF APPROPRATE COLGR SHALL \Alg —WAd 236% IT,IO65F 2.33 AC e� s DE USED ON PAVER BRICK AREAS IN LIEU OF PANT OF emewav/Paft, ILIX 9o,6STUC E zodac .Curb Detail D-Curb Detail Raised Sidewalk Detail 'a '•''°` THERMOPLABnGM BU_ Skewal4 4.1% 17,859.605f .41 AC 2v �br 5) LIGHT POLES TO BE FIELD LOCATED TO AVOID CONFLICTS. I. II 6) INACCORDANCEWITHSMDON7&155(c),DEVELOPMENTSHALLSE rnal F.Area 128,3515E V '0.� TOOLEe Vt.a-R IN ACCORDANCEWITHANDSUWECTTOTHESTANDARDSSET To1AI AU— _ FORTH FOR THE RESIDENTIAL HIGH FBFH ZONING DISTRICT. AIH- III AU Unin a r - R Ro sed 330 AU Unb/138 Beds �I BuBding HeBht s, a _ Location Map glowed 45 N. - OTTOSCALE Pmpoud 38'-10'feet3aodes alealaa 'f2 N ImperviousArea d05% 1T3,67100SF SPAC Pervious Area 59BB 255,382.00 SF 5.86 AC PaMng, 1138 Assisted UHng Pal dents) / // / f / / / Repaired 355pa[a ' Itsraefeaer,Umoi " Pri 915paces n ymv 104WT.NRaru // // II 2(x4W <+ Nandioppepe tl Re4uired dsip- Provided 65paoes Nryde Parting ¢ / 0.e4uired ISpaces Pm.Bed zswaa Hader Curb Detail Isx run'y) ° loadinBSis.Spare iSIB- PI AVAXIX 1. Section 78345(d)(31 Quandrvol paHdng an —INK it back j Pe4IT DF217 / rant g48Rwd) 40' I382r y 1' I sd< IEan) IT 89.94• / x�P /' SEE ATTACHED EXTERIOR FINISH a�<r i�wennbj 20' Silas p'(A`'SP B / SPECIFICATIONS FOR COLORS AND oecDRAnvE TILE U� & ,0GR ' TREFCURB / ° 2 18-44 FM FILLED SLOPES � _NW 18E4198'(�) PRES—APEA F � N88°OB'30'E 41.99'(P) N70°O7m � � Oq E 21.00' N1556g3• �'�' N09°21'2 .. _ E z 82.99, 4129' T BLACK VINYL CHAIN LINK FENCE THE FENCE SHALL BE SUBJECT TO FIELD ADJUSTMENTS TO AVOID CONFLICTS WITH NATIVE VEGETATION — TEAM. Owners. Discovery Management Group 3301 Bonta Beach Road, Suite 208 Bonita Sprigs FL 34134 Architect Architectural Concepts 2401 W Bay Dnve Largo, FL 33641 Planner/ Lands oe Architect: Urban Design Kilday Studios 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 CivB Engineer: Simmons &While MET Corporate Way, Suite 200 West Palm Beach, FL 33407 SUN=Yg= Betsy Lindsay. Inc. 208 N US Highway 1, Unit 8 Tequesla, FL 33469 GABLES PCD Z = RI-3 FLOP = RL PCD MATERIALS DETAILS O P-5 A� TOP CAPS P-3 41 tidtudbAs3pte?,iSJvrhg Ci r ® rvOIE: 9. i0 BE GROUND IT -SEE ARALHEp UGN11xC OEL.ULS i Entry Wall Sign Elevation Is - % SCALE11 _ 1 L' ou GABLES PCD / �.. Z = RI-3 FLUP = RL PCDMANUVE alrar _: E-r\�..._� 471�i§•29aW ��... RING AREAS LOADING I°`. sEACOASTV2arUDtiNY-� _- i05.9$^—`�� SPACES R2a67 234 \I"/�a111HOwTY WATER��...�_.. �� 511°iT12 o.00' EASEMENT ,+T6T-as °goTBEN W AA — — R26 ® R I 51 E,rP. PosiEO x,m x1ERVA15 \ FBOa ( o }} y 4mA K I - 0 fn9I MIT90eN FILLEDBLOPES - n IT T. I g9� J FILLED SLOPES PROPERTYUNE U3 <a$s a I ) 2s 'a 1t +j�■ �BE ESBITOR ENTRANCE ��1��./�►enilliPi�j 30 SEE) RESIDENCE 3STORY 68 BED SISTED LIM (AL) RESIDENCE N71°5T0 24.45• 6 BLACKVNYL CHAIN LINKFENCE 10 • THE FENCESHALLBESUBIECTTO 2�39'g FIELDADJUSTMENTSTOAVOID 40.1T CONFLICTS VEG GN e N744 — NATIVE 4310"E , ti'�_ N125g1� FILLED SLOPES G. 1 ABOVE 3-STORY 40 BED SUPERVISED NDEPENDEN LIVING (SIL) RESIDENCE WL EIV T � e � I � N07°30'01'W 3S,24• 513•g8,° V r • T • F° opB RM _ \ M. Tr'P. I °°'+BD' 2d.er I'. AU .a. ADDITIONAL CONSERVATION — (I SOL ET.) _I FILLED SLOPES PASS 3d <a N237907. _ _ 0YP1 aoBw i tA10 �y3� \ —' N09°19'03'Nd �16j;�`F R2o® tm 6• BLACK VINYL CHAIN LINKFENCE ✓ ® / O THE FENCE SHALL BE SUBJECT TO NN F-DADJUBTMENTS TO AVOIDCON CTS ITH NATIVE ® / �95 2hA VEGETATION �, - i „♦� FILLED SLOPES f�/ ' <J25, ApFA N19 „y / FILLED SLOPES tb-3 p031"41 nAcr.DrvE sv-I P-d (ARACHED BASE) P. Paver Detail NOT TO SCALE GABLES PCD Sz�sr72IV Z = RI-3 FLUP = RL PCD Sep �'zs s9\ \\\\\\\\\\ / GABLES PCD \ \\ Z = RI-3 / S FLOP = RL PCD W 49,yg• ,� 9 i ' T� U urtun design kilday STUDIOS Urban Planning & Design Landscape Architecture Waal Pa m�BeauM1^FL 3 / uvee bJ. ordkcmN a. T c ® p °® Lt F N s 6 00 r2 M : d a co S)x NORTH 0 20' 11 80, Scala' 1" = 40'-0" Dete: JUNE t7, 2013 Project No..-69.008 Dinuil By: je D awn By: B Checked By: AS Revision Dates: / OR29I Ie JUN ALO 3] -SOD / 13 SER 16 PD � HR � WOODED 3s s� C uu AREA LEFT t/ \ e INTACT _ O �. WOODED O � AREA LEFT 0 e o m INTACT PD ��©ate ��■�� i�i'i�00� 0©��000 G��®fii�lr•�ii�ifil�i'ii®00� 00. o0m mmm mm I NT TOTALS TOTAL POINTS REQUIRED: 15,507.48 POI TS �0/0,amPO INTACT ou 1 -22' SOD \ ovz t �.. AR ING H \ 1 ou EIG TS 3 40 ST. 1 Sc PLU t8 OU 1] 3 OU O13 3 ® ovz TRJ 1 PE3 '6 ® f PD O • '.0 AREA LEFT INTACT / ki Ida STUDIOS Urban Planning & Design Landscape Architecture `� 4]]6 Rosemary Ave, Swh?25 Wes[Palm BeaFL33401 561.366.1100 FAX 561.366.1111 vmw.udkstutlios.mm P. 10 E PIT T ` e TH3 TH2 w 0 TRJ fi 50 SFA � y 6 XJ PD a •sFGI RHA CAL ' 6 18 6 PEfi SPA \ \ RHA 1 66 'RJ �❑ 1-STORY 30 BED at alr T ARYING .i ST ovz 53A a MEMORY CARE a °DHEIGHTS a \ e (MC) is ARTIFICIAL SOD SOD )PE RESIDENCE sRJ TURF 2 D„ OR TRANQUILI AT ® \ \ M Ae° oa As° PATIO GARDEN ARMING 6XsD TI GARDEN 2 °s O0 1 ENCHES, 3 JAT sP \ \ ] I a \ CH PE9L ENCHES: °sR rRJ rRJ Pa ] SOD z TYP. Pau a 6 ATIO^ 9 O ®I.��! �I III 11�11111111 F� SCHEDULE �o�t��000 ®mDai ►% �©�000 �,�©� o00 WE/ 000 dNNllllll ►. ®© 000 ®®r�Il�_ oom POINT TOTALS TOTAL POINTS REQUIRED: 15,507 48 POINTS MEE IVIAL HUINISYHUVIULU, 1ti,1UN.9U YVINIJ (SURPLUS OF 701,42 POINTS) urban design kilday STUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The OR"ces at City Place d]]5 Rosemary Ave,5wte 226 West Palm Bach, FL aa4a1 64,.a66.11t10 FAX 6fi1.366.1111 -n.dkstud�os.com accaaooa6 M ® p l® � cc i L � g a 3 > � € O v C) m U) ,T E a J lis NORTH 0 10, 20' 40' Scale: 1" = 20'.0" Date: JUNE 11, 201a Protect Na : 99-069.Wfi D.i,..d By: JBMD Dhecke4 By AS RevW.. Dates: GENERAL NOTES TREES AND SHRUBBERY SHALL NOT CONFLICT WITH SECURITY LIGHTING AND NATURAL SURVEILLANCE THROUGH MATURATION. TREES AND SHRUBS SHALL NOT CONFLICT VNTH SECURITY LIGHTING AND NATURAL SURVEILLANCE POINT TOTALS TOTAL POINTS REQUIRED: 15,507,48 POINTS TOTAL POINTS PROVIDED: 16,201.90 POINTS (SURPLUS OF 701.42 POINTS) dem STUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The ORices at cityPlace 4179 Rasemary Ave,5mte329 Well Palm Beach, FL 334n1 551.396.1100 FAX 591d99.1111 ;n.dkstudios.wm i4.Cc000035 wmh' P— C.) anw igvaneow aq a�l•n in .. ie.ea., e.eiv,re .m v.melm ro�p rabn NORTH 0 10, 20' 1. Swle: 1"= 20•-0" Date: JUNE 17, 2013 Project No.: 9-9-11 Designed By: JBRLD dawn By: JBRLD eherJced By: AS Revision Dates: ANY PRUNING SHALL BE DONE AT THE DIRECTION OFTHEOWNEIL USE tl2- DIAMETER REINFORCED RUBBER HOSE TIED WE 12 STRAND GALVANIZED WERE; 3 (MIN.) EVENLY SPACED GUYS PER TREE; FOR TREES 10' AND OVER ADD ONE TURNBUCKLE TO EACH WERE TO MAINTAIN SUPPORT 3- MULCH LAYER RED AND WHITE STRIPED FLAGGING RIBBON BUILD —CONTINUOUS SAUCERAROUND THE TREE PIT TO HOLD IRRIGATION WATER. 2-- STAKE (PRESSURE TREATED) RGOT BALLS GREATER THAN 2' IN DIAMETER SHALL SR ON MOUND OE UNDISTURBED SOILTO PREVENT SETTLING. ROOTBALLSSMALLERTHAN2-DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALLTO T SHALL 8E TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE FORRIGH ALLS 2'& GREATER SHALL BE 2- LARGER THAN THE DIAMETER OF THE BALL. III —III —I II �FlTIVE SCHIALSHALL CONSIST OF 50% 1 50%TGPSOILCATION . DEFINED IN THE SPECIFICATIONS. IRREGULAR MULTI -STEM TREE N.T.S. MINIMUM OF NINE (9) GOOD PALM FRONDS. NOTE: CABBAGE PALMS TO BE INSTALLED HURRICANE CUT UNLESS OTHERWISE SPECIFIED, TRUNRISAMETER SHALL BE CONSISTENT - WITHOUTABRUPT CHANGES,LOOSE SHEATHES, HOLES, OR CAVITIES. SECURE BATTENS W12J 4' HIGH CARBON STEEL SANDS TO HOLD BATTENS IN PUCE. NO NAILS SHALL BE DRIVEN INTO PALM HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. S o a A x 16'1 WOOD BATTENS. 5 LAYERS OF SURUP TO WRAP TRUNK STEEL BANDS (3M-; H.CSJ MINIMUM 3 (2zd) WOOD BRACES BUILD— CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD WATER (—.-) STAKE PAD(TYP.) FILL AROUND ROOTBALL WITH BACKFILL, FLOOD, &COMPACT FILL; REFLOOD/JET 8 COMPACT FILL 1 DAY APER INSTALLATION IN ORDER TO INSURE ELIMINATION OF AIRPOCKETS. FELL MATERIAL SHALL CONSIST OF 50% NATIVE SOIL AND 50%TOPSOIL AS DEFINED IN THE SPECIFICATIONS. TYPICAL PALM TREE PLANTING N.T.S. ANY PRUNING SHALL BE COMPLETED AT THE DIRECTION OFTHE OWNER. REMOVE CHORDS FROM THE TOP IG OF THEIR OTBALLANDFROMAROUND BASE Of TRUNK MINIMUM 3- MULCH (SEE WRITTEN SPECIFICATIONS). KEEP 6" (MIN) FROM BASE OF TRUNK — SOD OP OF ROOT BALL SHALL BE AT LEAST LING TO BE CUT INTO A 'PEftfECT 1.. ABOVE THE FINISHED GRADE SMA EDGE TO BE WELESS-ED D WRN CRISP, VERTICALLY IN CALNTCUTS. TREES LESS THAN 3' DI METER; HUNGADDS SHALL BE MIN 5 IN DIAMETER;ADD3-- RADIUS OF _ MULCH RING PER I- OF TRUNK CALIPER. FORPLANT DIAMETER OFTHE METER. FOR SHALL BE TREES PUNTED IN 300; THE D R DIAMETER. FOR ROOTBALLS 2-AND GREATER HOLE SHALL BE T URGER THAN THE BALL DIAMETER. — ROOTHALLS GREATER THAN 2-IN DIAMETER SHALL SR ON MOUND OF UNDISTURBED - SOIL TO PREVENT SETTLING. BALLS 3- MULCH SMALLER THAN3'INDIAMETERMAYSIT ON COMPACTED EARTH. LAYOUTOFSHRUSSATTHE PUNTING EDGE IS DONE FIRST TO ESTABLISH A DONTINUOUS LINE. BEST FACE OF SHRUB TO FACE FRONT OF PUNTING BED. REMAINING SHRUBS ARE FILLED IN BEHIND THE FRORT SHRUB LINE. SOD. USE ROLLER TO SMOOTH SURFACE MULCH RING NO TREE TO BE PUNTED CLOSER THAN d' TO BED EDGE PUNTING BED EDGE CUT CLEAN AND STRAIGHT AS DIRECTED BYO -- MAINTAIN 12' DEAD ZONE AT BED EDGE SEE PUNTING BE. EDGE 13-1- ' i AND GROUND•LAYOUT PRUNE SHRUBS AT OWNER'S DIRECTION ONLY. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS. BUILD di- CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD IRRIGATION WATER ROOTBALLS GREATER THAN 3' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENTSETTLING. ROOTBALLS LEW THAN 2- MAY SIT ON COMPACTED SOIL DIAMETER OF HOLE FOR BALLS 2- A GREATER SHALL BE 2- URGER THAN DIAMETER OF BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER FILL MATERIAL SHALL CONSIST OF 50% NATIVE SOIL AND 50% TOPSOIL AS DEFINED IN THE SPECIFICATIONS. LARGE SHRUB PLANTING N.T.S. OEST'FACE- OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. 3-MULCH 12- WIDTH ALONG BED EDGE AS DEAD ZONE MAINTAINED. CENTERLINE TO BE <- BELOW SODSGRADE OF SOD. _ II I�'1II—I it i it l III=1 It Exlsnuc soa PLANTING BED EDGE N.T.S. MULCH RING IN SOD TREE PLANTING (2-5" CALIPER) VINE ATTACHMENT N.T.S. ROOT BARRIERTOBEPROVIDED BYDEEP ROOT NOTE: TIE MULTIPLE VINE RUNNERS FROM CONFEDERATE JASMINE TO COLUMN IN THIS SPECIFIED AS PANEL TYPE -UB36-2 OR APPROVED EQUAL. MANNER. FACILITY STAFF OR LANDSCAPE MAINTENANCE COMPANY WILL NEED TO ROOT BARRIER TO BE PROVIDED WHEN A LIVE OAK TREE IS ADJUST ATTACHMENTS AS NEEDED IN ORDER TO ACCOUNT FOR PLANT GROWTH AND TO BETWEEN 10-15' FROM SEACOAST UTILITY LINES. TRAIN VINES TO CLIMB UP EACH POST. BRICK, CONCRETE, STONE, METAL OR WOOD VINE TIE NYLON STRING TO COLUMN OF TRELLIS SUPPORT. NYLON STRING TIED IN A FIGURE"ll". SECURE SO AS NOT TO DAMAGE VINE. Typical Canopy Tree, Large or Exotic Palm Tree with Root Barrier July 26, 2012 NO NAILS SHALL BE DRIVEN INTO TREE TRUNK SHALL BE FREE OF ANY MAJOR SCARS. ALLSHADETREES SHALLHAVE FLORIDAMt OR BETTER TRUNK STRUCTURE AND BRANCH ARMNGEMENT TREE CALIPER SHALL BE MEASURED AT G-ABOV GRADE FOR UP TOO -CALIPER AND 12- ABOVE GRADE FOR OVER d- CALIPER PROVIDE 3 4- WIDE ARBORTIE GREEN STAKING MATERIAL TIE DOWNS (AVAIUBLE AT JOHN DEERE LANDSCAPESE. TIE LOOSELY TO ALLOW FOR TREE GROWTH. REMOVE ALL STAKING WITHIN 3 MONTHS OF INSTALLATION. BUILD —CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2 c<zM STAKE PRESSURE TREATED FELL MATERIAL SHALL CONSIST OF 50% NATIVE SOIL AND 50%TOPSOIL AS DEFINED IN THE SPECIFICATIONS. No"': TOP OF ROOT BALL SHALL BE AT LEAST 2- ABOVE THE FINAL GRADE Typical Small Tree or Palm Tree with Root Barrier July 25. 2012 UB 36-2/UB 48-2 Specifications 36" 148" DeepRoot Tree Root Barrier ma5arid�meraMm eefleM mb Pm•'em ece mns fiom &m'eAM eu�Ps'. ra mMsmpes. AssemOba b Y (6 ` onl by mmrks m a�yrg k,gN.v!m6marapN Tans?recdl [eL IV aHaraam oneiAedNe een«MNNe e DMmmr wiwwd a�Ma xM a mMmum S 2a] m �, «ue aaz as maP,+amre1 M DaaDRPw �rdsm BCA— 60aRsunea, (B00<M.I66B) «.gPmvea spool Tne bam«dwA De Nast, a6^ B I�I «aa� (1u onl maD' B w,m n«wpNFnx PeaaaBxna w,N aaam Joaviokl mme.c,endam. Vmko Nan a Ndaea"e V PommrN 12112T mml elm• rvmn moan« xwM soareas Us2a mmlapvl. Dar,NeraAnq Minbgrt& ' Syslem pmvUhNM `¢mm azs«nNy Py dUFg orepenN lNDaMM. M massDmDeaes MYe malevlafial be: Vam�M aM Mtl�rcss Namopoyme, Prayeurykne aaeommEamnea sos®� mm!'.n OaeAx B. Cors6uctlmar9lnsWaam Ineusn gnsel Neux mmbmren wN Na �nmr d w^a'e ana:, Ne manner nene mawmps. D,evWulmolaeaNir9 :�mra��y;«,a�aam N. mmeao aeNa Iep eagezAal0E 1?I12l mmleEwe pah tlNereauim nm+'ae.NpaneNNalmepi«.a na NearlasnbnaMDUmlaby nn# m maNsape«aAere yaiFeOmnneaa mm,ma dnH amlyd ON lmLw1 2. Ewvabn aM pEPaRam MHI wnfwm b Na am V n9s. ROOT BARRIER DETAILS N.T.S. OnsOml Nvxs ua,euo,d.AP 0 IMW OeepRod UB362«U849-1 E-iTBeM1BMganle, «,eminEg rs4 ROOT BARRIER SYMBOL ON PLAN N.T.S. /1 TYPICAL CABBAGE PALM HURRICANE CUT urban I Idgn STUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The OlBces at cRY Place 6]] S. Rosemary Ave., Suite Z26 West Palm Beach, FL 3ba01 561.366.1100 FAX fi61.366.1111 rG=kstUd1-- C.BB35 Al NORTH 0' 10' 20' d0' Scale: 1" = 20'-0" Dale. JUNE 17, N13 Project No: S9-053.006 De49ned By: JB/TLD Dram By JINT Checked By: AB ReVislon Dates: SECTION ""'t TREES. SHRUBS AND GROUND COVER PARTI-GENERAL By bidding . this project and/or signing a Ind for landscape work, the contractor acknowledges that heshe has read and undersltha these specifications in !heir entirety, mat he/she has impedes the ..im and that he/she will abide 1 all plans, specifications, and coi.m. or found herein. Any perceived w...lis o Wtmin the specifications , n the plant list, including vatltpdy of malenals, are to be brought to the attention of the Landscape Aurhkect Dnor to bid submission. 1.01 WORK INCLUDED A. Contractor shall obtain o re that ail n scary permits have been granted to the Owner for work on the O.mersapmpedies or in any atljacent merle on,, to commencement of work. B. All planting and construction work shall be executed as shown on the ,dW,Wd drawings, schedules, and specifications. C. Any additional wont or materials required he install landscape elements as cailetl for on the -plans, specificattons err plant list shall be provided antl installed by the Cor4ra , O. Finish Gad.Elevations: 2 inch below lop of pathway Idling. E. The Contude, shall be entirety responsible /or all work until final .-or..- by the Owner The Contractor shall protest aft materials and work against injury antl shall provide and maintain all necessary q.- for the protection of the public. He shall be held ...p.rable for any negligence tluring the execution of the work. 1.02 QUALITY ASSURANCE A. All work specified herein shall be performed by a single firm speci il'¢ire in landscape work. The Lare aczpe Architect and the Owner retain the right to approve any proposed subcontrad... prior to .warding the contrast. B. Ship landscape malenals with certificates of inspection required by g...MIng -houses. Comply with all regulations applicable to land... Pa materials. C. Package standard products with manufacturers certified analysts. For other materials, provide analysts by rewgneed laboratory made in .orlon. Wth methods established by the Association of Official Agnsub-I Chemists, wherever applicable. D. Provide trees, palms, shrubs and g-ralcover grown In eeogneed rsery to accortlamce with gootl horticultural prodtce. Materials must be healthy and vigorous, hee of disease, insects, eggs, larvae, antl defects such as decay, rot kwis, sun scald, injuries, abrasions, and poor or unusual forth. No collested material will be permihed unless specific written approval t. grantetl. E. Do not make substitdtans. if specifietl lantlscape material is not available at time of planting, submit proof of n vailabllby and provide a list of purposed equivalent material. Once authorized. Culp. merits le the conid d Will be made. Owner is not financially responsible for unauthorized subsfitutians. F. Plant materials of larger see than specified may be used if acceptable to Landscape Amhited and if sizes of root baits are increased propodis..Why. Instaliadon of larger s s Wit net Increase contact amount udl... spectfwlly authmizetl by Owner. G. Owner and Landscape Arehhed reserve the night to inspect, approve or Elect at any time plant materials or work either at the nursery or at the site which does net meet the contlition in the plans, plant list or specifications. F. The Contractor shall be responsible for planting the lantlscape in complete a thmoe with all applicable codes, ordinances, and laws. Any modification made to conform with said codes, laws and ordinances, after the bid is warded, shall be completed at the Cmdredo', .imne. at no additional cast to the Owner. 1.03 SUBMITTALS A. Certificatt.n: Submit carttficale, of inspections as required by govemm,,Wl adhonues, and ...ufacurers o vendors cedified analysts for soil mend,.,N and fertile.. materials. Submit other data substantiating Mat matedal. comply with specified requtrements. B. Submit .satl vendors certified statement for each gross seed mature required, stating botanical antl common name, ,mom age by weight, antl percentage of panty, germination, and -ad seed for each gals seed .m.m'. C. Planting Sch.d.le: Submit planting schedule showing schedule dates for each type of planting m each area of are. D. Maintenance Indmcti.ns: Submit typewdhen procedures for maintenance of landscape weds. 1.04 DELIVERY, STORAGE AND HANDLING A. Passaged Mated- Deliver packaged materials to anginal containers showing dd nufacturers guaranteed weight analysis and n of nufadurer. ProWcl materials from tlamage antl deterioatian tluring delivery antl stomge. B. Trees, shrubs, antl grountl covers: P.01. freshly dug trees, palms, antl shrubs. Do not prune Prior to delivery. All plants shag be handled antl stored ao that they are adequately Protested from drying out from sun or wintl bum, antl from any other injury at all times. Any plant determined W be wiled err bumetl may be rejected at any time, whether to the ground or net. Plants shall be handled Idly by their containers or roof balls, not by stems or trunks. Trees that are escaped or started during tleiivery, stooge, or planting will he rejected. The on -site storage area shall be approved prior to the delivery of any plan) material. De not bend or bind plants in such a manner as to dams a bark break bunches or destro natural she e. Pmvide rotective 9 Y P P n Bunn rmfid rig 9 ry C. Deliver plant matedal, after prepaauom for planting are complete, and plats m. fro ly. Roots or balls of rag plants shall be adequately ed. that at all t e d from sun and/or wintl. , dd antl bud ll etl ,at I plants that cannot be .cued tl immediately upon tleiivery shall p set on the grountl and prate orb ll having soil wet peat, or other acceptable ma[enal covering the roots or balls keeping them moist D. Do not remove container grown stock from containers until plant it time. E. Label at least one tree, one palm and one shmb of each variety wilha urely attached wetemmof tag beating kgtble designation of botanical and F. Sod: Time delivery so that sod will be placed within 24 hound after dripping. Purled sotl against drying antl breaking of rolled strips. 1.05 JOB CONDITIONS A. Pressed with and complete lantlscape work as rapidly as portions of site became.wifl. le. B. Utilities: Determine location of .Wmm d antl underground utilities antl perform w.rk to r which Will avoid passible damage. Hand Wre, i requ,,d Forty eight (4B) hours prior to digging, call the appropriate Utility Authority to have all utilities Identified antl,,*ad in order to avoid congicts. C. PraW.fion of Existing Structures: All existing buildings, Walks, walls, paving, piping, and .the, hems of consbuctisn and planting already completetl or established .hail be protected from damage. All damage resulting hem negligenre shall be repaired err replaced, Including but not limited to marks on pavers antl cracks within existing wsiloyay. caused by the Contractor. The Owner may, at his discretion have any tlamage repaired by others antl sub.eq...by costs buck arged to the Contractor. D. Preach- of Existing Plant Material: The C.ntuder shall be responsible for all unauthorized cuffing or tlamage to existing trees err shrubs c ...d by careless opeothm of equipment, .W.kdring of materials, etc. This .hall ncluse wmpach.n by driving err parking ns de the drip im, of any tree, or sp Ilhg of o g...I ne or other delelenous miter ales With n the dnp-fne of any bee No materials shall be bumetl E Excavat on'Whe, condd.ns detnmentat. to plant growth are.....dmed. such as cobble fill, adverse drainage conditions, or obsimetions, notify Landscape Archiled before planting. PARTII-PRODUCTS 2.01 TOPSOIL A The Connector is required to obtain a soil sample and pedonn a soil analysis test to datermine the existing soil composition antl conclude whether d complies with the sempostfiod criteria below. B. Where mpeel does not meet the specified limits Within me project site, it shall be famished. Throughout all parts of site where Mish grades antl combu,li... differ from existing wntour lines, bring be finish grade contours shown on "Gratling Plan" C. Topsoil shall be (fable, fertile soil with representative chaadendics of local roils It shall be hee o/heavy clay,man, stone, edane.us itme, plant roofs, refuse and/., solid wade, dicks, bash, .Instruction demolition debris, antl any other deleted- materials. There shall be no noxious weeds or weed seeds (i.,, nut grese, Bermuda gams and the like). In no case shall there be 1 o re than five percent (5%) by dry We ght of clay lumps or stones larger than It. shall test rn the pH range of 6 0 tI ] 2 and shall wnta h no substance that will impede plant growth. The Contractor shall have topsoil lab -say -tested at his expense and rap Id by Landscape A-d-t Ir Owner pro, to material delivery_ Topsail shall conform to the following specifestlans: COMPONENTS DRY WEIGHT MEASURE PARTICLE SIZE Organic Matter 2%-T% SbVClay 2%-10% �00]4 mm Santl SS%-98% 0.0T5-3.M inm Gavel 0%-5% 4.15 mm-1 inch The analyses shelf also show the following ranges: Soluble salt .2-1.Ommmh,a,m Nitrogen 211. PPM Phosphoma 26-39 PPM Potassium SO-250 PPM Calcium 500-2500 PPM Magnesium SO-500 PPM Iron Z5-25 PPM Manganese 25-25 PPM Zinc 25-25 PPM Copper 1.3-5 PPM Bourn o.5-15 PPM Sulphur 15-200 PPM Chlorine less than 100 PPM Sodium less than l0 Nematodes none 2.02 SOIL AMENDMENTS AND FERTILIZERS A. Peat Moss: Peat mass shall be a commercial, baled sphagnum material, free of woody material, minerals, or foreign matter, with a pH Edge of 3.0- 5.5. 8. Sand: Santl shall be clean, sharp, and hee of all tleletenous material. C. Lime: Natual limestone (Dolomite) containing not lessthan 85% Oftotal carbonates, ground sa that net less than e0% passes a 10mesh sieve and not less than 50% passes a 100-mesh sieve. D. Humus Sall C.ddd....Canaiding of yard tmm�d.gs antl hasmid, <.mp,at. E. Fertif er: Fertilizer shall be a commercial gad., gn dular, slow release "pre-Pl.w type fertilizer. 1. Fediitzer shall be delivered W the eke in the anginal unopened container, bearing the manufacturers guaranteed analysis. Any opened. caked, or damaged fertilizer will be rejected. 2. Tree, palm, antl shrub Iertif er shall be 'UF (Univered, of Florida) Formulated' product 8-2-12 or 9-2-13 with m elements a all-purpose fertilizer o equal and applied no. -ding toes the anuf b,mrs dider., r 3. Application of Wril'¢e. shall be co sisomt with the c rent mebd.d.ns of the Green mmaimms - Best Management Practices. 4. Fertilize, shall be applied by an individual who has successfully completed the GI-BMP program antl holds a curer( Urban Fertilizer License or as required by the State antl Local ONinanses. 2.03 WATER A. All water necessary for planting and maintenance shall be of satisfactory quality to sustain adequate growth of plants and shall not contain harmful natural or man-made elements detrimental to plants. 2.04 OTHER LANDSCAPE PRODUCTS A. Mulch: Mulch shall be shredded Melaleuca, Eucalyptus, Grade "A" Pine Bark Nuggets, or appurvetl equal, free of foreign materials and weed seeds. Minimum depth after settling shall be 3". B. Stakes: Guy Stakes shall be 2" x 4" x 2' hardwood stakes equally spaced around the tree. Bracing slakes shall be 2" x 4" x 8' hardwood stakes specetl as shown on details antl painted a c.nspiwous color or have safety flags attached. C. Guying antl Bracing: Tree guying antl bracing shall be the responsibility of the Contractor in accordance with the planting details to m"m,lability and maintain plants in an upright posilton. D. An[ide ...dt Anti -sitcom shall be'Wil¢,.f.......L E. Tree Wound Paint: Tree wound paint shall be an asphaltic base paint o Inds an antibacterial agent .,selally Preparetl for tree surgery ork F. Super Absorbent Polymer: 'Terra Sorb" o approved equal a packaged in 3 o Handy Pac composed of synthetic se mid. of m alas' um acr late. Particle size of 1.0 mm to 3.0 mm antl cop y er, a y absorption rate of 300 times ifs weight in water. Apply dry, using the following amounts: 1. Far Imes and palms up to 36" diameter root ball, use one 3 era. Handy Pac 2. Far trees and palms over 36" dome., root ball use two, 3 oz. 3. Handy Paces. Broadcast throughout planting beta and backflll as per manufacturers specifications. For container grown plants: Container Size Applicants, Rate i Gallon 1 Hand Pac /9 Containers Y 3 10 Call 1 Handy Pac / d Containers ]-"Ohio 1Handy Pac/2 Containers 20 Gallons (Handy Pac/1 Container 2AS PLANT MATERIAL A. Plant list [s art of this s ecification sedum. The Contractor shall be P P ee die ble for fundfishing antl installing all plant malenals shown on the drawings and plant list In c se of con0icl between the two tlocum: Tim the at.., s .hail add a B. Quality: Trees, palms, shmbs, and Omer plants chat( be Florida #1 or better as lant., in the latest edition ,f Grades and Standards for Nurse Plante Floritla De swill , of culture and Consumer ry p Agri Services. Mupecified i trees will no[ be accepted unless they are specifically specifietl in the planting plans. All plants shall have a rural habit of growth and shall be sound, healthy, and vigorous. Tree¢ shall have n rmal well-da,mloped branching sWdures and vigorous root systems that are not foot or container bound. 1. Balled add bunippad plants (Be or b&b) shall be dug with ft-, natural balls of sand, of sufficient depth and diameter m Include the fibrous and Wadin roots. Plants with cracked d or broken 9 �. balls will not be accepted, nor will plants with r t balls of ll pla ., size. 2. All plants, other than those collected o site, shall be n eery grown in awoMan- with gootl horticultural pe.fl se and antler climatic contlition. similar to the site for al least two years. Transplanting or rnt pmning shall have taken plarn during grow h. C. Size: Plant sizes shown in the plant list are minimums. When a .hurt, theis given by height and spread and by ....irm, size, me larger of two shall mle. All trees and shmbs shall be measured when that, bunches a in rural position. Spread dimensions specified refer to the ma nr body of the plant and not from extreme branch tip to tip. Height is uretl from the soil line W the average height of the oropy. Measurement does not include any terminal growth; the n aida, or ,not bag is also do( included. Unless olhe,wse ,pacfied, the determining m ant for trees shall be caliper which shall be measured 6" above the ground for trees up to 4 In caliper antl 12" above the ground for larger s zees 2.06 GRASS MATERIALS A. Types: Sod type shall be as specified on the provided landscape plan antl.....Wad plant schedule. B. Dimensions: The sod shall be taken up in commercial size rectangles, preferably 12-inch x 244mh. C. Measurement Sotl shall be measured on the basis of square footage. Contractor shall be responsible for complete coverage based on the square footage shown on plans; therefore, Contract., shall factor in cutting antl shrinkage of materials. D. The sod shall be sufficiently thick to secure a I -..land of live grass. The sod shall be live, fresh and uninjured, al the time of pWnling. It shall be a soil mat of sufficient thickness, at least 2" thick, adhering firmly to the roots to withstand all necessary handling. It shall be free of wood. and other grasses. It shall be planted as soon he pass tole after being dug, and shall be .hded antl kept moist from the time it is tlug until i( [s planted. After approval, the area from which the sod is W be harvested shall be closely mowed and raked as neces.ary to remove exnas e. lop growm antl debris 2.0T REJECTION, SUBSTITUTION, AND RELOCATION A. All plants not...lnding to the requirements herein specifietl shall be nsidared defective and such plants shall be marked as rejected and .tied from the site whether in the ground or no; at the Contractors expense. Such re vat shall lake place immediately antl new plants shall be brought in as replacements. The plant materials must meet all applicable inspections requinIM by law. 8. The Owner or landscape Architect also reserves the right W require that plants be relocated after installation if their Initial installation does not conform to the plans or the intent of the plans, or if me original location poses a unforeseen threat to surer facilities, human life, health, or safety, or to site utilities. Such relocation shall be at the c.m...e. expanse. PART If -EXECUTION 3AI GENERAL A Proceed with and complete landscape work as rapidly as portions of the site become available. 8. No planling shall be done until all operations in conjunction wish the ifs Wllatkm of the sprinkler system have been completed, final grades have been...1,1lshed, planting areas have been properly,;.dad and prepared. C. Adverse Conditions: When conditions potentially detrimenWl to plant growth are encountered during work, such as rubble o refuse fill, adverse drainage conditions, o obstructions, notify` Owner or Landscape Architect before planting. G. Work Schetluling: Work is to be scheduled to establish a logical sequence of steps for completion of each type and phase of landscape work, in such a way as to c.m..p.nd with, and avoid damage and onf[id with, amer tlisciplines on site. E. Coordination with Sedfi-s- Plant trees, palms, antl shmbs only after final gredes a established, antl prior to sodding err lawn establishment. It .U.h panling must be done after lawn work, protect lawn/sad areas tluring planting and promptly ,Bost, any resulting tlamage. F. Timing: 1. PW,tingwarksherlinetbe..deduntilthelinalsubgradehasbeen .It. Itshad, berms have been ....hutted antl fine finished grading completed. 2. Under no conditlona shall work be done if weather or soil ohdili.ns are not aatisfadory. G. Cleanup: 1. At all times during the construction and installation, the site shall be maintained in a clean, orderly antl safe contlition. Streets and pavements shall be kept clean. Materials and equipment for planting work shall be limited to the quantity required for the particular phase of work currently underway on the job site. 2. Protect landscape work and materials from tlamage due to lantlscape installation and maintenance operations, operations by other contract,,, antl trades, and trespassers. Maintain protection tluring installation, Maintenance antl Establishment periods. Treat repair or replace damagetl landscape work as directed. 3e2 SOIL PREPARATION A. Gratling antl soil preparation work shall be performed only tluring periotls when best result. can be ordained. If the moisture content of the soil [s high enough lhatwo,k would damage soil structure, grading and tilling operations shall be suspended. B. Before mixing in soil amendments, clean topsoil of rests, plants, sods, stones, clay lumps, antl other extraneous materials hamdul or toxic W plant growth. Apply Herbicide for weed control as nestled. C. Mix specified soil a demands and fertilizers with topsoil at rates specified. Delay mixing of fertile.. if planting will not follow placing of planting soil within a few days. D. For planting beds, mix Planting soil either Friar to planting or apply on su dace of mpaotl antl mix thoroughly before planting. 1. Mix lime with dry soil prior to mixing of fertilizer. 2. Preventlimef,.m..nitactingrootsofacid-Iovingpi.... E. Unless drawings indicate otherwise, berms shall note teed a 3:1 slope. Berms near buildings o n potentially troublesome drainage situations shall be checked for c r I drainage by the project Engineer or Owner prior to planling, o F. Tree and shmb lardin beds which fall within or near arkin lot areas P 9 wP 9 shall be completely buderietl antl ll,ub,it d topsoil. All shell -rock or other base materials, and all subsoil and debris, shall be ompletely removed Irom beneath such planting areas, [o a minimum tlept of 24". G. All tree and/or shmb planting areas within 36" of building foundations, antl any Omer planting a as where significant buried c rehab/ion debris Is encountered. shall be excavated to a minimum depth of 24" antl backfilkd with topsoil as specified elsewhere In these specifications. 3.03 TILLING A. Before mixing, clean soil of roots, plants, clay lumps, starers in excess of 1" in diameter and.the, extraneous or otentiall harmful materials. P Y B. After all soil .onditionin andb so"I if rolled o sbee g( p I f rod pd be tea spreadalspecifiedales, theareasto. planted shouldg (thoroughly rotary -tilled to a depth of six (6) inches. Plowing or tlicing is rotor acreptable subsliWte for rotary4illing. 1. If the s rinkler s stem [s nstalled after radio and t[ilin P Y 9 e 9 is ompleted, the backflll shall be refilletl in me abedetl areas. 2. When the subsoil, gusting, topsoil addition, sotl conditioning, and tilling have been accomplished, all a ea so treated shall be ompaded and settled by application, ofa heavy irrigation to a minimum depth of twelve (12) inches. Ernst.. scars shall be repaired. 3.04 FINE FINISH GRADING A When preliminary gatling has been completed antl the so[I has dried sufficiently to be readily worked, all lawn and planting areas shall be graded to the elevation. indicated on the densings. The top four (4) inches .hail be completely free of stones larger than an. It) inch. Grades not otherwise indicated shall be uniform levels o slopes between points where elevations are given. Positive amidst, away from buildings shall always be maintained. Surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural runoff of water. All depressi... where water will stand, all void., a ,ettletl trenches and a ..[ions, and all ridges and ,[sea shall rbe amended andre, mommi l leaving a smooth, n finish grade. If additional amended topsoil is required to omplish the intent of this specification, it shall be according to the foregoing specifications fortopsoil. 1. Ail area shall be graded s. mat the final grades are 2" below atljacent paved a sidewalks, valve boxes, m wing strips, cleanouts, dulns,retc, with appropriate ,djushnenls for varying sotl thicknesses. The intent is forwster,W,ys W drain away from paving into lawn/sod areas. 2. Eliminating all.... too scars Prior to beginning planting. 3. The Owner and/,, his representative shall approve all final finish grades prior to planting. B. Prior to ft.. grading or the mstallatwh of plant material the Contractor shall obtain cerbh.al ah that the project area is al the god. levels Imposed by the Crvll Eng neer or Landscape Architect from a 1 censed Surveyor. The Contractor shall fine grade the lawn and Planting areas to bring the rough grade up to final finished grade allowing for thickness of sod antl/o, mulch depth. 3.05 PLANTING TREES AND PALMS A Layout individual tree locations antl areas for multiple plantings. Stake all locations and outline a s, then s e Landscape Architects ceptance before the start of planting w.rk. B. Prior to preparation of bee pits, ascertain the location of all electrical cables, all conduits, all utility lines, oil Wnks antl supply lines, so that proper precautions may be taken not to disturb or damage any existing a.ditians. Properly maintain and protect existing utilities. Should u.h underground o vemead obstructions bee .rhame that ntede,e with planting,.the Contractor will interim,the Landscape Architect err Owners rep....native antl shall be consulted as to the adjustment of the location of plants to clear such obstruction or the relocation of the obstruction. C Tree pit locations shall be staked by the Contu mb, and approved by the Owner or Lord- a Admilect before dggng. PIW shall be vatetl to the depth and width indicated and all subsod removed. D. Protect all a s from a ompaction by foot traffic or machinery when bringing trees tolthe planting area. E. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is at least twice the width of the original plant ontalner or ball. In all cases the holes shall be large enough to permit handling antl planting without damage to the roots or root bail. F. Excess soil shall be removed or utilized as directed by Owner or the Owners representative. If the excess soil will not be used, it is the responsibility of the Contactor to remove antl dispose of the discarded sell 00 site in an acceptable manner. G. Tree pits shall be backflkd with a topsoil mixture a specified elsewhere in these specificalimme Palm tree pits will be backfilld with a mixture of up !0 95% sand and 5% organic material. H. Atltl fertilizer to tree pits as specifietl elsewhere in these specifications. 1. Set balled and b.d.,ped stock on a layer of 50% native soil and 50% topsoil compacted to a 6" depth. Loosen burlap from top of aid,, of the bail but no burlap shall be pulled Irom underneath. Remove organic binding material (if any) from tree ball. Immediately cut any damaged ruts with clean shears. Using a plumb to assure that the tee is properly upright begin filling the hole and tamping the fill material. When the hole is 2/3 filled, water thoroughly antl probe with a slick to be sure that no air Packets remain. R.,d]-b, complete filling the hole, re -tamp, antl water again. J. Set contatrmr .can stock as above, taking care not to damage roots when removing the container K. During planting, do not cover the top of the rnt ball with the soil mixture. All rope, wires, burlap mesh etc., shall be removed from the oat ball. No synthetic burlap is .Waved o any plant material. Synthetic burlap is unacceptable for m,tbalis. Trees shall be planted so that the top of the root ball is 2" above final grade. Allow for settling. Any trees resting deeper or higher must be either reset or replaced at the discretion of the Owner or lantlscape Architect; such work shall be al the Contractors expense. L. Create a watering basin around each tree al least as wide as the root ball in diameter formed by a circular ridge W soil at least 6" high. M. Each planting bast, shall be mulched to a minimum depth of 3" (after settling). Mulch shall not be applied until the tree has been thoroughly watered and two tlays have elapsed. Mulch should be III,- so that it not in direct contact with trunks. N. All trees are to be .I.- or guyed per these specifications. All stakes shall be painted a conspicuous color or shall be flagged for visibility and public safety; guy wires shall be fagged. O. Palms shall be planted per above specifications. Sets PLANTING SHRUBS, VINES, AND GROUND COVERS A The locations of all plank, bed outlines and all other a eras to be planted shall be clearly marked with ag6cultuml gypsum orrWndscape marking paint then approved by the Owner or landscape Architect before any holes are tlug. B. No planting shall be tlone until the a emed has been satisfactorily prepared in accordance with In... specifications. C. No more plants .hall be distributed in the planting area an any work day than can be planted and watered in that day. D. Unless otherwise indicated, all plants shall be planted in pits, centered called for on the plant list, and set in 24" of topsoil as specified elsewhere in these specifications to such depth that the soil line of the plants will match the surrounding grade after settling. Plants shall be planted in a vertical position and oriented W give the best possible appeamnce or relationship to adjacent structures or features. Remove all inorganic I.m.mers or binding, All damaged roots shall be cut way deadly. Planting sell shall be placed and compacted carefully to fill all veld. and avoid root injury. When the hole is 2/3 filled. water thoroughly. The hole shall then be filletl to finish grade and a shallow er shall be formed around each plant After settling, soil shall be added as needed to bring the hole to grade level. I. Azaleas antl amer ericace m antl acid -loving plants shall be backfll tl with a mixture of 20% topsoil antl 80% acid peat They shall be set so that the bases of the plants are slightly higher than they grew in the .nteme. or nursery after settling. At no time shall I[me in any forth be brought into contact with the plants or that, roots. Mulch with pine straw unless baled otherwise. J. Atltl fertilizer to plants as outlined [n section. K. Vines shell be planted in pits containing at least 2 cubic feel of prepared topsoil. They shall be planted in the same manner as shrubs, and shall be mulched. Vine stems shall be Widenetl to walls, trellises, etc. as specified in the drawings. L. Grounticover plants shall be laid out in their proposetl planting locations without being removed from that, containers after the soil is properly prepared per these specifications. Planting methodology is the same as for other shrubs. W Any plants which, after settling, rest significantly higher or even slightly lower than they grew in the nursery or container are subject to Besetting or replacement al the discretion of the OWNER or Landscape Architect Such work .hail be at the Contractors expense. N. If called for in the plans, landscape edging shall be installed as specified. O. All planting basis and individual plantings shall be mulched with a m of 3" (after settling) of mulch as ,melf[ed in this document. Mulch shall be free o1 wear[ seed. and other foreign matter. 3.0] ANNUAL AND SEASONAL COLOR BEGS A. Bed, shall be mounded to a height 6" on top of the existing time. and used of rich artlenin soil. omp g g B. Sail shall be covered with '/." - 1" deep layer of Pine Ft... Mulch or comparable product 3.09 PRUNING A. All pmning shall be tlone in the presence of, and with the approval of, the Owner or Landscape Architect Only clean, sharp tools designed for the purpose shall be used. The goal of pmning is always to preserve and enhance the natural charade, of the plant Pruning shall be done Per modem hodicrdluel practice (see National Arborist Standard., latest edition). 0. Pruning shall be limited to the minimum necessary to remove injured twigs, branches, and trends, to compensate for root ices. suffered tluring digging and hansplanting, and to thin and shape shmbs antl trees. In no case shall more than 1f of the branching st ucture be Quad. Damaged, scarred, frayed, split or skinned twigs, bunches, or limbs shall be pmnetl back to the next sound outside lateral bud. branch or limb. The terminal bud or leader shall never be removed. C. Prune trees antl shmbs to death required height antl spread. Remove the minimal amount of wood necessary on (lowering trees antl shmbs. Remove only dead or dying bonds from palms. Cuts o er 3/4" [n tliamekr shall be treated with tree wound paint all exposed living tissue .hall be covered. D. Existing Trees: If indicated on drawings, Contractor ,hall pmne and thin existing trees on site. The use of climbing spurs is prohibited. All diseased, dead branches and those interfering with healthy plant growth ,hail be removed. Also, remove root sucked,, low branches, and any suers as directed by the Owner or Landscape Architect. Cuts shall be flush with me hunk or limb and shall be painted with tree paint Also remove any net[., wires, etc, fastened to the tree. 3.09 PLANTERS -DECORATIVE OR STRUCTURAL A If specifletl, landscaping in planers shall be installed using the following method: 1. Install 4" deep layer off ne crushed alone in bottom of planter 2. lnstail f lter fabric over stone layer. Turd up edges of fabric all nd, 3. Install planting soil mix over filter fabric to within 3'/." of lop for planter. Do natcompaclplanl[ngsotl. 4. Install plant material as apecihed elsewhere m these specifications. 5. Install 3" of mulch over planting soil. 3.10 SODDING NEW IAWNS A The Contractor shall sotl all areas indicated and noted on the drawings. No sodtling shall occur until areas to be sodded are cleared of any .ugh gas., weeds and debris, the ground brought to an even grade antl specified amendments have been added. Sae details for specific endmen[s as Per sotl type. B. Whenever a subable area has been graded and is ready for sodding the Contractor shall, when directed by the Landscape Architect, proceed at wtin the ,adding of the available a Sodding shall be c.M.mad into the project at the earliest pruchcal time n the life of the contract. No sod which has been cut for more than seventy two (T2) hours shall be used unless spec ficoly authorized by the Landscape Architect or Owner after his careful inspection thereof. Any sotl which is not planted within twenty four (24) hours after cutting shall be stacked in an approved manner and maintained properly .festered. C. The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly Imbeddetl by light tamping with appropriate tools. Sotl shall be rolled with I.- lbs. roller unless aivetl by the Landscape Architect or Owner. M Where sodtling is used in drainage ditches, sod panels shall be set in a staggered pabem, such as to ,,old a continuous seam along the line of flow. Offsets of individual strips shall not exceed six (6) Inches. At the amid. of me curbs, sod shall abut squarely and evenly. E. On areas where the sod may slide, due to height antl slope, the lantlscape Architect or Owner may. direct that the satl be pegged, with pegs driven through the sotl blocks into firm earth, al suitable intervals. F. Any pieces of sod which, after placing, show an appearance of extreme dryness shall be....vetl hour the work. G. Where placement of new satl abuts existing ,Added a sotl uat be placetl in such a manner as to produce an even transition to xisting sodded areas. H. It shall be the responsibility of the Contractor to bring me sod edge in a neat, clash manner to me edge of all paving and shrub areas. 3. 111RRIGATION A. An automatic irrigation system Preening 120% coverage with 50% verlap is to be provided. B. Provide an as built drawing of the irrigation system to the Landscape Architect. PART IV MAINTENANCE ESTABLISHMENT AND WARRANTY PERIODS 4.01 MAINTENANCE AND ESTABLISHMENT PERIOD A The Maintemmes Periotl shall begin immediately after each plant is planted, antl the Contractor shall continuously maintain all areas v.lvetl in this contract tluring I progress ofthe work. B. The Establishment Period shall begin on the first I., after ail planting and installation of all lantlscape standards is ompleted and Initially c.apled. The ontract., shall continuously maintain all a eras Irom nitial a ceptance until final acceptance by the Owner. The Establishment Period shall continue for not less than n nety (90) ontinuous calentlar tlays. Hurricane cut Saba[ Palms shall have an Establishment Period of not less than one hundred and eighty (180) ontinuous calentlar days. The Establishment Period will end at the time the project is given final acceptance. An inspection shall be mad. by the Owner or Landscape Architect to c..pl the completetl work and Issue a determination of substantial ompl.d.r. Inspections may be performed on all or partially completetl phased work under me Contract, as directed by the Owner. C. Maintenance of new plantings shall consist of, but not necessarily be limited to, pruning, watering, cultivating, weeding, mulching, tightening replacing guys antl stakes, resetting plants to proper grades a upright positions, famishing and applying sprays a necessary to ombat insects and disease, It- control, ,slide. fertiliiing and aplanling. D. Planting a and plants shall be protected at all times against damage ofs any kind for the dumb,, of the maintenance and esWblWh n- periods. If any plants are injured err damagetl, they shall be treated or replaced as directed by the Owner or Landscape Architect at no additional cost. The Contractor is responsible for acts of vandalism or theft during the maintenance and establishment period unless this responsibility is assumed in carting by another party. E. Restrict foot antl vehicular traffic from all lawn and planting areas after seeding and planling operations. Erect signs antl barriers if required and remove when Imam and plantings are well established antl ccapted by Owner. F. The Contractor shall be responsible for maintaining atlegest, protection of the site. Areas tlamagad by the Landscape Contractors or equipment or the men or equipment of his Subcontractors, shall be mpaire i at the Landscape Contractors expense. G. The Contractor is responsible for keeping all plant materials adequately watered after installation even if the irrigation system is not operational. Plants shall receive a thorough watering immediately after planting. Aherwards, plants shall be watered during the maintenance antl establishment periotls per the requirements set forth to 'Water Requirements for Newly Planed Grass, Ground Covers, Shrubs antl Trees in Florida", distributed by South Florida Water Management District In those areas where a permanent irrigation system coil[ not be provided, the Contractor is responsible for implementing the Watering Pet ram identified in the Land....Plans. 9 P H. The Landsca a Contractor is os the Me fork all tart materials P P eepin9 P atlriod.. ly "Haezetl throughout the Maintenance and Establishment Periods. Fertilizer shall be applied at a rate to keep plant materials healthy. All fertilizer shall be tlone under the direction of a licensed fertilizer operator. I. The Landscape Contractor shall control disease and pest infestations In the planting area. Upon approval, the Contractor shall Implement she ontrol measures, exercising extreme caution in using haunt... materials and taking all necessary steps to protect others on and near the job site. All tlieease and ast control shall be tlone under the P direction of a licensed tlieease and pest control operator. J. Herbicide Weed Cordda All landscape areas shall be free of nut grass, torpedo guess, Florida Pusley and other naxrous weeds until final a ce lance of work. c p 1. "Round-up"or OWNER -approved equal, shall be applied to all planting areas as needed and determined on -site by she Owner forweetl control. I manufacturers APP Y Per specifications. 2. "Rose." or OWNER -approved equal, shall be applied to all liberal planting areas of water edges as needed and determined on -site by the Owner for weed control. Apply per manufacturers specifications. 3. "RonsWr Flo, Runs-50 WSP or R...W r G" pre-amergent or OWNER-approvatl equal, shall be applied to all landscape beds at the completion of landscaping. Apply per nufacture,. specifications. 3.a Apply "Fusilade, 11" or OWNER - approved equal in all areas where torpedo grass has emerged. Apply per manufacturers ape<ificaI. ns. 4. Apply"B...granT/O"or"Sledg,Hamm e'or OWNER -approved equal in all areas where nutgrass has emerged. Apply per manufacturers specifications. K. Mowing of tuff will co thence ten (10) days after installation. The height of cut will be 3':mgfter the first cut the Contractor shall adjust the frequency of mowing so that at each operation no more than il3 of the grass hiss. is removed per cubing. L. Between the 15th and 20th day of the Establishment Periotl, the Contractor,hall d-d all spots or areas within the lawn where donned tad growth Is not evident Tun must be well establishe! antl Ire, of bare spots and weeds to the satisfaction o1 the OWNER or landscape Architect prior to final acceptance. All planted areas other than lawn shall be weeded at Intervals of not more than ten (10) days. M. Application of fediflear to be done between the fortieth (40) and fiftieth (W) day of the establishment period. Landscape Architect and Owner re to be debt a minimum of W ei ht 48 hours to advance. rty 9 I ) N Improper maintenance or poor condition li any nt P. g al the lime of pa ,.... ,ton of eft scheduled se ofthmen[ Period may c foss. W be of the ,dal acceptance of the ...bast. Any material found h be dead, all bone or m poor condition during the establishment y the shall be replaced immediately. Maintenance shall be continued by the Contractor until the work is acceptable. O. Inspection antl Final Acceptance: 1. In all cases the Landscape Architect will perform an initial and final Inspection at the beginning and end of the Establishment Period, respectively. It [s the responsibility of the Contract., to notify the Owner or landscape Architect of the beginning and end of this period and to submit a written request for an inspection ten (10) days in advance. 2. Following inspacu,mhd, Landscape Architect will prepare a listing of outstanding items to be add....ad prior to final ..ceptance. Final acceptance will be given o ce the outstanding items a completed, and the work perfumed to the satisfaction of the Landscape Andramet antl OWNER. 3. Any matedal that Is 25% or more dead shall be c.nsfdered dead antl must be replaced at no charge. A tree shall be cons dered dead when the main leader has died or when 25% of the crown is dead. A tree that has suffered significant leaf drop but shows signs of life may be left for later re4nspection. Such trees shall be subject to r oval and replacement at any time up to and ncluding thee firs( re nspectkn, as requested by the Owner or landscape Architect. The Warranty Period for such trees shall not begin until after the second re -inspection. 4.02 WARRANTY PERIOD A. Unless a different agreement is reached in writing between the Owner and the Contractor, ail trees antl .lbe, plant material, including ground "nstalled under this agreement shall be guaranteed to live and growrf.r a period of one (1) year Irom the day of final acceptance of ontract work. B. Non -living landscape elements shall also carry a one (1) year guarantee materials, labor, and workmanship. C. Material found to be dead o -n poor condition within the Warranty Period shall be replaced by the Contactor within fifteen (16) tlays of writlen notification by the Owners representative. The Owner o Landscape Architect shall be the sale judges as to me condition of the material. D. Materials antl labor I...lvetl in the replacing of materials shall be supplied by [he Contractor at no additional cost to the Owner. E. Sail Testing: Should plant materials show yellowing or other signs of soil and/or nutritional problems, the Owner or Landscape Architect may request soil testing and analysts. Such testing will be at the expense of the Contractor. 1. Soil problems (as m Baled by testing) shall be to recled by application of co -t. a chemicals and nutrients, re vat antl replacement of so T, o other m agreed up n by all parties. All such measures .hallabeuat thesContractor. expense unless clear evidenm establishes that the soil problem is not preexisting antl is caused by factors beyond me Contractors ontrol. F. Replacement and Conditions: i. Materials will be replaced as many limes as necessary t. satisfy the OWNER'S representative and the specifications. All replacement casts will be the responsibility of the Contractor. 2. Replacements will be of the same size, spec[.., and specifications as the original. No additional soil ,ddil,,, will be requirad unless significant a ounts of soil mix are lost before or tluring replacement, m 3. Plant losses due to abnormal weather conditions such as floods, wintl damage (on property Baked or guyed trees), el freezing, Ir hail will not be the responsibility of the Contactor. 4. Deciduous materials will be guaantaed to break dormancy at the ,roper season. Materials planted tluring their normal dormant ,.,led will be guaranteed to resume normal growth at the proper time for mat species. LANDSCAPE NOTES GENERAL: 1. All proposed material shall be Florida No. 1 or better as set forth in "Gerdes & Standard, for Nursery Plants," Part 1& 2, Florida Dept. of Agriculture and Consume, Services, Updated May, 2005. No tlaviati.me will be permitted. 2. By submitting a bid, the landscape contractor is responsible for providing the material specified on the plans. No substilutimm will be mooptetl without prior written approval and acceptance by the Owner or his representative, err Landscape Architect 3. Materials to be hand-selectetl at the discretion of the Owner or his representative, or Landscape Architect. 4. All work shall proceetl in a professional manner in accordance with standard nursery and Installation Practice. 5. Quantities on plant list are for convenience only. Landscape Contractor is responsible for ail plants shown on planting plans. When discrepancies occur between plant list antl planting plans, the plans are to override the plant list in all cases. Contractor is responsible for confirming sod quantities antl certifying such to the Owner or his representattve 6. Contractor is responsible for locating all underground utilities prior to digging. Notify the Owner or his representative, or the Landscape Architect immediately regarding tliscrepancies or conflicts. T. Landscape Contractor to notify the Owner or his represenative, or Land,cape Architect at least mrse (3) working days prior to beginning any stage of work. S. Owner or landscape Architect to be immediately notified of any discrep...to, found in field. 9. Owner or his representative, or lantlscape Architect reserve the right to field adjust plant material -it. to avoid conflicts or tliscrepancies not anticipated in the planning process. 10. Existing plant material W be removed. except as noted. TREES & PALMS 1. All trees, new antl relocated, to be sminal antl guyed as detailed. 2. No doubt. or multi -bunk has. unless otherwise specified. 3. Face of trees antl palms to be located a minimum of 2'<I" elf ail sidewelksdalm paths r other raved suda.e unless otherwise notated on lanes. P P 4. Rootsuckers on Live Oaksare.,acceptable. 5. All trees rectly within grassed areas to have a 3" mulch ring with no more than o be mulch directly adjacent to me tmnk of the tree. Min. 3' radius mulch ring to be ovitleJ. ' v, PLANTING BEDS 1. Grounticover and shrubs to be laid out in a uniform and consistent pane"'. 2. All planting beds W receive 3" deep shredded mulch per specifications. 3. Landscape Contractor is responsible for -aiWng that clean top sotl, meeting the attached speciftcatlans, exists in each planting bad prior to planting. Contractor shall add or amend top soil if necessary. Tree pits shall be backfilled as noted in .1-had specifications. Excavate all shmb and gurund..... beds as specifietl antl backfill with planting soil per specifications. 4. All existing paving base material to be removed from planting area. and replaced with clean top soil prior to planting. Final ,had. within planting areas to be 2" below atljacent paved areas or top of curb. 5. Soil in landscamad areas shall be free of debris, including paying be.. or ft" material, and calcareous materials such a shell, lime rock, .-Ins e, plaster and stucco. Planting are s containing exc ewe calcareous materials shall be excavated to a minimum depth of IT) tw. feet es STUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The Vices at City Place d]] S. Rosemary qve., Suite 225 West Palm Beach, FL 33a01 561.366.11. FAX 561.366.tiil wwwadkatedi-sem tA.00000035 eeq ,, purls. mw.s Naa�a,wi,ne.amn,.'m nu as 1, m4re L AM CL T M VI Y M r- O ® Q {ad ® M ■® _ V {fir `J r _ I W ^, W L //`�� V W I <.i yi4sp� ssasy�p \V `V ® A, pp ++ W V�/� W VI ■ �a�pp dap \V W SOO I b 4 6 1. Landscape Contractor i.,capons ible f...Idecing any damagetl sod. IRRIGATION 1. All landscape areas (including sod) shall be Whitetail ,tin an underground automatic sprinkler system providing 120%.overage with 60%...dap. No landscape installation shall occur until me irrigation system is operational, unless appmval is grantetl by Owner or his representative, err Landscape Architect. I I „'':I I I NORTH 0' 10' 20' 40' It°s the law. Scale: - 1" - 20'-0" 1 001 2-4110 ' - www.callsunshine.com Date: JUNE IT -If Pro'M No.: ii-siblat Designed By: JBRLD Drawn By: I.,. Checked By: AS Reyislon Dili TT TO T57EEO5 ilk Tmx, sn,olo. o i o ors amRaoN, rro aEnRoow o i io roTaL, �oi,a ARCHITECTURAL GCNC�'TS a x a Hd as 3 DI COVERY` V I L L A G E .AT PALM BEACH GARDENS DISCOVERY VILLAGE at PALM BEACH GARDENS DO NOT SCALE PRINTS PUBLICATION DATE GONOEPT: SOHEM1NTIC DESIGN: PRELIMIN-ESIGN: ESIGN DEVELOPMENT. PERMIT SET: BID SET: FOR CONSTRUCTION: REVISIONS: PLOT DATE: FILE LOCATION: .ryvme.-wmP.e., ..ae..m�o•-na.ux SHEET DESCRIPTION: FIRST FLOOR PLAN PROJECT NO. SCALE: -7 DRAWING NO. LIN ARCHITECTURAL C6NCE?TS `a yui w I C ®VERY1 V I L L A G EEALM BEACH GARDENS DISCOVERY VILLAGE at PALM BEACH GARDENS DO NOT SCALE PRINTS PLOT DATE: FILE LOCATION: a vwv.-w®iram SHEET DESCRIPTION: SECOND FLOOR PLAN PROJECT NO. SCALE: LEGEND �se> m �n a MA+RY coNiROL -x�INr DRAWING NO. TOWER PLANS val.E. Ina• - ra � THIRD FLOOR PLAN �� xus Ina• = ra e nA,soNFm coNTPDI..IOINr ARCHITECYURaG, CO'�Cc='TS = a W �$ I C O V E R V I L L A G E AT PALM BrACH GAMEMS DISCOVERY VILLAGE at PALM BEACH GARDENS JOG ROAD E%TENSION PALM BEACH GARDENS. FLORIOA DO NOT SCALE PRINTS Mg — PUBLICATION DATE CONCEPT: SCHEMATIC DESIGN: PRELIMINARY DESIGN: DESIGNDEVELOPMENT: PERMR SET: BIO SET: PLOT DATE: FILE LOCATION: SHEET DESCRIPTION: THIRD FLOOR PLAN PROJECT NO. SCALE: DRAWING NO. PA"ZIAL FFUNTE=EVATION -CONT, (WLPL L FRONT E1 EVATla4 MAMERIA-15 ClANRT 5E - ----------- -F.- . ... ...... - 1A KEYPLAN DISCOVERY V I LLAGE at PALM BEACH GARDENS EXTERIOR ELEVOM A3.Oc r-/AM 1 UAL MIL;rl I =)IL/z ZLIZV)"% I IL/114 PARTIAL RIGHT 510E ELEVATION GONT. W. V4' OVERALL RIGHT 51DE ELEVATION IN ARCHITECTURAL CONCEPT. S ig w < g- Lu W D I C OVERY I L L A G E v RFACH GARDENS 11SCOVERY I LLAGE at ALM BEACH ARDENS 00 NOT SCALE PRINTS m-- -Z I PLOT DATE! I SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE DRAWING NO. A3.1 PARTIAL LEFT 51DE ELEVATION PARTIAL LEFT SIDE ELEVATION GONT. r, OVERALL FRONT ELEVATION SLN.F. Nb' . f-0• mxwjgwwmIll W3 ARCHITECTURAL CONCEPTS �a W �g I COVERY V I L L A G E aISCOVERY I LLAGE at ALM BEACH PLOT DATE: 1 FILE LOCATION: v>i sa>w.m..Mvma•-w.n.mm e..e�wa,www x o.,ruacrm.�os.n»aiz-ee o...ua�.e-v SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: DRAWING NO. ^f nRI IP'tL I<Lnl` LLLV/nI IVIV scn�. vo•, ry U Q I PARTIAL REAR ELEVATION CONT. �. 0OVERALL RIGHT 51DE ELEVATION x� . ro• r' i w w I'mismill� ►ISCOVERY I LLAGE at ALM BEACH ',ARDENS JOG ROPD EXJENSION PN.M BEICN WPDENS. RORIOP PLOT DATE: FlLE LOCATION: � v,u sno�..rywm..w.nvw, e..e,wa,w�n. o-wuncHr.En auuw.+- En o...m.av SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE -7 id DRAWING NO. Ll ICI I_I ICI ICIF7 ll�! _ ICI �� I`I ICI PARTIAL ELEVATION PARTIAL ELEVATION SLuB VB- - I, - PARTIAL ELEVATION GONT. - B'. '- lm-ml "Eml I ON, ARCHITECTURAL c 0 V E RY Vl L L A G E I I ROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS JOG ROAD E-NSION PALM REACH GARDENB, FLORIDA DO NOT SCALE PRINTS PUBLICATION DATE CONCEPT: B .-GESI.. PRELIMINARY DESIGN: DE SIGN DEVELOPMENT: I - BID SET: PLOT DATE-' FILE Lpl:,AT12N,. SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: ISS, im DRAWING NO. KEYPLM-ON A3.4 PARTIAL ELEVATION GONT. - B'. '- lm-ml "Eml I ON, ARCHITECTURAL c 0 V E RY Vl L L A G E I I ROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS JOG ROAD E-NSION PALM REACH GARDENB, FLORIDA DO NOT SCALE PRINTS PUBLICATION DATE CONCEPT: B .-GESI.. PRELIMINARY DESIGN: DE SIGN DEVELOPMENT: I - BID SET: PLOT DATE-' FILE Lpl:,AT12N,. SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: ISS, im DRAWING NO. KEYPLM-ON A3.4 PARTIAL ELEVATION MEMORY CARE ELEVATION � SCALE UB•,I'q' 5-TYEE TITE,E MEMORY CARE COURTYARD ELEVATION 3 DECORATIVE IhiEM4tE wt�r Elaeus PARTIAL ELEVATION GONT. I SCALE I/B' , I.O' KEYPLAN N ARCHITECTURAL g�R � z�3 w S IY C O V E RY V I L L A G E PROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS DO NOT SCALE PRINTS PUBLICATION DATE coNCE- SCHE1MliC DESIGN: PRELJAUNARY DESIGN: DESIGN DEVEIOPME- PERMRSEF: DID SET: FOR CONSTRUCTION: PLOT DATE: FILE LOCATION: Iwaravaivm xnnw - ..,�w�.,e.P SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: IseT DRAWING NO. PARTIAL ELEVATION �. pro•, b• � 3 U a s PARTIAL ELEVATION CONT. sca.e iro• , rvo• MEMORY CARE COURTYARD ELEVATION SLICE I/9• , ro- MLMC%KY CAKL .....__....._, .r..._, _...,..., .,.,., •......... .......�. .,.�..�....�,..., �GOURTYARD ELEVATION ARCHITECTURAL CGNCE�TSi a 3 g ga �'8 DI COVED, V I L L A G E >ISC®VERY I LLAGE at ALM BEACH ',ARDENS PLOT DATE: P%LE LOC�.e ION: �w �•mw.-w.n r.u. e..mwe,v.�rA �oorvac�rm SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: -7 DRAWING NO. KEYP�� N pKgRATVE EIFS TRIM ,� EXTERIOR ELEVATION sue. I/e' � ,b• EXTERIOR ELEVATION �:VB'a— EXTERIOR ELEVATION 3 SALE. IlB' = I'O' GFLORh}IVE EIF$ TRIM ROOF F FC AA * ARCHITECTURAL CONCEPTS = o� ex w I` C OVERY V I L L A G E PROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS GG—E%iE ON P M -CH GFRGENS. F RI DO NOT SCALE PRINTS PUBLICATION DATE scNEnunc oESIGw ReuMID GESGN: DESIGN GEVEIOPMEN�: PERM GIT SET: SE PLOT DATE: FILE LOCATION: v.nssa��ysMacHrv�.inliiui°�o SHEET DESCRIPTION: EXTERIOR ELEVATIONS PROJECT NO. SCALE: I j DRAWING NO. KYPLA 0-E=X�TERIOR ELEVATION -E ,F- I - EXTERIOR ELEVATION F I m No wl s i wil ilk � �M `U � P, - IQ ARCHITECTURAL CONCCEP-sk' D I C OVERY I L L A G E v 'A RFACH CAPr)rW; 11SCOVERY I LLAGE at ALM BEACH ARDENS DO NOT SCALE PRINTS PLOT DATE: FILE , � EXTERIOR ELEVATIONS PROJECT NO. -ALE: DRAWING NO. A3.8 A- D- C- D- E- F- S! SE SF Sc SE I 2 3 4 5 G 7 b 9 I I I I I I I I GENERAL NOTE FINAL lIL- ON FOR 15. L FOLE9 T 68 FIELD VERIFIED M ORDER TO dVOID ANr utiLITT FE EnFNTS. L—T LNG ARE0.9, AW ANY OTUER ItEnS iNpT nAY F'IPEDE 6Nd1N LDGdibN Luminaize Schedule Symbol Qty Label Axzangement —1 Lamp Lvmmno LLP DaaCription 3 A]BOB-ROSHS-1]SMH (R) SINGLE 14000 0.810 A78OB-53118-RO5HS (Ref:A780-53118-RO5HS) 56 A780B-A03HS-175M13(R) SINGLE 14000 0.810 A78OB-53111-RO3HS (Ref:A?80-53111-RO3HS-Special) O26 C SINGLE 2400 0.750 ELITE HH6PL-1%32-E-MVOLT/6501-CL-WH 9 PIER MOUNT ACORN SINGLE 14000 0.750 ST£RNB£RG A78OB-53118-RO5HS (Ref:A780-53118-RO5HS) O90 SF PATHWAY SINGLE 2400 0.750 32W PATHWAY LIGHT Also �Vlr,nf� ARCHITECTURAL CONCEPTS aoai•�e•33N�O4y'��'�. �9LL yja'= o r?air: N M.P. SPYCHALA & ASSOC., INC. _B CONSILTND ENGINEERS 210 Pn. Aw R Geamr Fl S/SiT tau) Bea-zrn FAx Wu> eas-an aam -C -D -E -F -G -1- PROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS JOG ROAD E-ENSON PALM BEACH OAR S ILORMA DO NOT SCALE PRINTS PUBLICATION DATE co—, SCHEMATIC DESIGN: PREMMINARYDESIGN: DESIGN DEVELOPMENT: PERMR SET BID SEE FOR CONSTRUCTION: REVISIONS: a PROJECT NO. SCALE: 1587 AS NOTED DRAWING NO. 1 SITE PLAN E-PHt ECALE I• . 3p'-0" 2 31 4 51 6 7 i A- lj— C— P- G- H- 2 1 3 1 I/ o \o I/o 2 2 4 5 6 7 7 9 I , I I i I I I I 1 1 ®� ARCHITECTURAL CONCEPTS$ 'I lN,°,tl33Ni0 . _A 19.. o �=z a. O.O= rn LL ��,g, •3j �0��0�C MP.bvSPYCHALA & ASSOC., INC. GONSLL,.NG _B 210 Wo Ma R OHmr 0. 9NTl 'm F. (BD) B6 11 _C PROPOSED: DISCOVERY VILLAGE at PALM BEACH GARDENS ---ONJOGROADEXTENSON PA M BEACHGAROENS,FLORIDA _ F DO NOT SCALE PRINTS PUBLICATION DATE SCHEMATIC DEBIGN: RREIIMINARY DESIGN DESIGN DEVEL0-1 PERMR SET. BIO - -F FOR CONSTRGCTION: REVISIONS: -G e PROJECT NO. SCALE: , 1587 AS Noreo _ DRAWING NO. SITE PHOTOMETRIC PLAN 1 SCALE ry , )0'-®• I 9 A- 15— D— m G— H — 2 3 4 5 G 7 ARCHITECTURAL CONCEPTS' —A z 3ON33 JrIIS FA P. SPYCHALA & ASSOC., INC. CON TNG ENMEERS .4 a Aczw!�, PROPOSED: u DISCOVERY Ju a- —c VILLAGE at PALM BEACH GARDENS ROAD EXTENSION BEACH GARDENS, FLORIM A p , SHEET DE SITE F —IR.17rT.. 1587 AS NOrEo DRAWING NO. SITE PHOTOMETRIC PLAN E-PHlB SCALE I- . 1. 2 4 5 6 7 51 8 I ' }TIiEYASIiIl(e PH—UGAGomS u- GENERAL 1m,oN,d1 Fr;,.rr..,ia la x+nlmJ+ly,lyh.<d vexa;ml rvr+rrc fi06P A i wl,ic as zofx rkzxr v< Ixl,u+ an a.,Lcr,rn+ a A- xlin+ m lalllul lxx mpby n+vl+.I Ivsylic cluu Il funGrc,•x firlly our alr+m+mm+rkcr alga xv+Jing r vm ,Iw,x,ml wiJlxgn+nhlllY hsnilcl nl+envwnl+hirlgval rrmf Il xil+lll Im nHxnnb+I will+a wlxlln+imun rLvmrliae unl Dllixt Illi - wa.am HTTTER-STANOARO I llm lilla Jnll lm luwy mill am+nl,nl+i+nu++, 15M1 Illl+y (.r NO ,mik.m,yr+n. h.Mu nwa a•xmnb coxes L.ry+mlµ:+Rw ncl rn d p 'kick d Im Wlm. lVtrm onkr I Il x ) l � pav wazdxrµ uluub ua+yvge. J. CHL!zluOWae mwd kith; Wlc + llm xlull llav m-ixerm µ l.lp µro-k I vm•... t' � 4 � . � ra+m,r xa l.xaerA'(ua+irew lxny�m,mni�ly qN�n r�bralrw� id. FITTER OPTION MI aJwn lw btrxy-11...d. k-3—H. ir"", o-�le un µN. Is dwll lury +10:: mirk ,Iwnlmarrl air + uuWl w Jm S-smJ: aCJw:InmlRhax. llrIM0lmve v INµnL 6e 6oe4 a rxd-kwc rvdcvlwl lx,wir4+rx+ an +xll r+rHeuanla. i'a D_ . n.n+irulrlui N. ......aulLk rya +col Nrxa-I.xkIvu'+iaml S;Ilµl< ,Yaxsrllw�wle, naln v:i+ Ie zllgs' xvlc, fx +u'liary fxnver nvirLc��n.. ... lrnx xwl Adlxxln uai vlw111 Iw to- IN, ' ®: �pRlm col µvn�irk luA-kv wvl 4u a.1 1 a kn<II lei -+irnE+n+kum. mkrw.l wiJ+rr enJeq, rlt rxiulllm esmMa Jv lmlx nq;u s'Bm,, valmll fort +w "mµlmµ µmknl ra :I +lu I Mn I•e+inlo x�"°'^ _ 1 Innlp rmInlJYtt � a+e+W IF�TI _ m SALLASTHOUSINO A IF ��I Ilm lmlla.l llmwnµ nluli lm i+c++vy well mo-1 xl,mlimvn.3Cfi xiny fa hild+Muile nmr+pll+. l'Im iuxnhµ xlxll la• mmt x+nx irx.prul rma T �Aw••N (.�.zau.o r,n.rNaermertn rev less emryima Ne MlWtervnPvm+cm I lnmul •Inµll ugaciryllua xmk Rt urlwlbw, anpvTn kayh+p llm lvlll:mlavlerx+ulmnvnµ laµ life. PminJlwLnuwl- EPA>0.00 (rF) wµ Vlnto a vll W car unu+ry col wal � iJe ruin luv lmn,nvlWEIGHT -241. fn + I+e l a airµ or+µ Cu lirµer t Id C- ELECTRICAL Fill— lm I1J.1,1n .m'i."MI in IS mxl Cm+mH.11.I11 hvm high J+nll lc Tx,xxr whh fxclm MI Wml+mxN+R.k+wn b-Bu rkprm C. Mc,Nun I- Iu"I d hwc Ixawixh+vak<u me �IAV mlcd 'Ow Iwllxer l.tckel wen+MY*hill le lac-wirc,l wlex Ixrlla. ix hxmlal ilr Ile 6u<r All crngwvr 0rmnran 11'I.I IxIIx:I+vlull M iluuun+rxd ckvvnxlic will) x+r:+mirµ Icnllmm+rrc of rk+wll a+m ilµnvs F. laey.lwll I+nvcn ilm++.ekn rr•arz:lx •Pu•i ur uilllu MJ•e Wnrl^. Ddl�utx Ja,111x:IN II:I:iSA um,Vlkie {1 FIXTURE HOUSING Re fallw Iw,wnµ xlnll W I6-in Jiurnwermul3B'wll. lu Iaukul.Inll lu nnnk sµl Btu IS' In1I ikmn,- uxt a1mllix,vl+vlMtm Ixua1 wiJ14 rkamaivu awt'V-vluimJ arg4ws Aµv. ,tm LwW Juil hove fuu rive meh+Ilnul l� Aha .b pdrL Wailahl<nrc mxlrxn nerAlix+xl(_I I I Mxl Jwl ur+lu+xvl i 'h 'ulmLµa '1lm looks xlmll mrllev G• W11 11 vlear lmulu+viµ K I' n.cr rvlun+++m Mck. 'llw nxtxiMlllvr mlu of xlxr nl vni nth+. Tr<kla atoll be made of tom+nizlam (I,NI elearacryik. us i NO. OPTICAL OPTI ON9 BOB Neln<,+xa D alullM(:'Nnmcbr ln,wilirmmplx.. wiJrm+laESTyw JrRi �Olsr Ty, SNtlLtilAxlnla. SERIES ES Ilaa Il+lurll lm amlml,u rlm mckn nnn wiJ+aa"p6lw vtvl HlrmlhJ Vilm luyylu al.l rv+l u+n aul (('onanaed w back,,I A78011FRISCO FIXTURES/FITTERS/ARMS PM-WB E flXNREB I OPTICAL SYSTEMS -- _--_I it ATe08A Aoyllc d. ory A4tl Ibn REdO RRESG H e mcM 1-LOJ-e,ROH SbmMiW FreemJ Cnlmney LOS-S Raol OmpmOm OpOo, 2�3.>5 F _ FITTERS +a..w d• m.•w + w..w t ,a�w f ,..w � �_t� 1 rifcol ,i pupa (Na. a) ( BBDS Bi Hmmr'pdec File 4�poka FlmS FIk6]pldee BDl �) (0801 kv i�Ma aM a e or s a one a`Tz Mbva F,Is�T Ina' 1.1ppdn aM Fero-3'xiN aJapler 6 Nrpe amm, omrye score ARMS- POST MOUNT (PM) or WALL BRACKETS(WBI See far mole in(.-U. eP Sa *TAEGR� — "ITS A9 r onN e11�' c? I 91 III Ij '1J paa.m,plA 1 en /z36 ! L\..-si TA 8 em rr T onN SA/SB FIXTURE STE RNII EIII i Prismatic Acoms Specifications3 ... POSTS ARM FIXTURES WALL FIXTURES eauAa oerra oanwa .kith« I_ •°... x.vv..�. PART NUMBER SELEOTIONS TURES POSTARMS MU. BALLASTS'' LAMPS+ FINISHES STANDARD i R SSVOOP. R.. 35NPS` •NPS35rMED BKi 81atl1 Tenures 50HP5 PSSWMEO BK Blaa - )OHPS HPSI=D • VG Verde Green YP 4]BPM - SOOWB . ;Op„PS HPGI00RAED GT an TeMuretl 9T 47TSFM 6WB S HPSz5WME0 PG • ]CE... 4]6TSWa • 250HP5 PS SO/MOG/Ep16 ABZi A Medlam • B05 6OEM TOYVH HPSOrt•IEO Braze Teeurea • BODPM ' BOWB OMHP MHP)ORAEO • ABZ Arthilactunl Medlum • BO) SODWB Y00MHP - M.PIOWMED Bronze BT HP"'MED vOLTA0E9 SmMFM - 480PNB O HP20FMOGrED2B GET - Bmnm TeA-C - 120 STOPM SSWB R285WMOG/ED28 • OW DA-Bronze T 55MB GT Ok —Gray • 52SFFM ''-w. 31-P PLT32 W. OIdW M Bp TAPrT TS a f2PI vLra2 e a Y TAWB PLTS) MULTI TASCRPT • TASCRWE )OPLT . U. FINISHES CUSTOM uratl • 112-111 RAPT INCAND WHT W O+N-xem.r..vue • E OL5s• FIBR BAS • OL65' - a50Pe VC.4VV Coppw Vain OPTONS OL185' VJBK WealMred Black -CLC t. Lun W00. Weathmed Bmwn • PEC1 a-Bkneml130 vo11 CD • PEC2 Phdann-BirmmI306-2]] Von "u10°YhFIT • PEC1-E PHMonn-E--120 v. OPTCS oi Old •PEC2-E Pholooa11EHnromc20621] IdRE3G' TT Two R Tane • 'Recapmde Only wr Pot k. Phmo Can RESG' CM Conoco Mal. • RI• Rolol.;:Plwlo C.d 120-277 Van L035' • G• GFI 15 Amp for BSO FMm LO5�5' SB FHS 5'nBla Fuse A Holler1202T]Vc1 R02HS' - FHO Duv Fuae S Hdtle", 240 ae0 Voe- ' OF Cl �.-kIF IX •m iuma .ate Has BF Ban Finialor FOM (TA�TASCRI CRI FHC' $A ma ws - UMPS Seletlfro.- = =ao m+ w TER BEILI 555LawrencOAve. Roselle, I1-60172-Ba7-588-34DO- Fe47-568.3440 LIGHTING w,aw. Uemhey119-9.mm Emaiklafo®slemheylighliag.mm e.n A780B FRISCO SERIES SPEC•IF1C•A-fIONS LISTRO. um M1nllkr wish mnLal,ai glmkn.'Inc ml'mgnr will Mev<un:J to <ay M1vl1nwdhayvann-sum A)e0B mtrnml aluminum swiss rinS Nro .. wfmaimcnxnvc. FRISCO SERIES IW rv1GIITSKY°OPTI-SHIELD°L+uvm Orlk Symen (1,0-sl sM1nllhu n+ (H,kryAn kHI T' Jianmer rilrgs ro pmd,x�e un I.L:.S. kit-vlTiYpe 3 or 5 diroinmim. Tn<Lauver (Iplic SYnem shall W malk afhiSl:lY xpnvlaranrxlirN alwninwn enJ shall oath• stwdaw with n+<Jiem Isysc zrx4H. NI(:ITr.KKV°Sl'AN.51 HELD' R.rovok,Jidd-irm xnallM deli -by multi-,gnxm iawf coo 1utl lctivaar syssmnz which eliminasc uplignt and Provide eM-oH: ll+c rollabr aviry xMllM mntic ufzpnuh+r nnrulimd aluminwn. Nm(l)plivs T)pe2(RD2N-51. TypeB lAOTII.51.'fyw5 Ilt(lsll-SI naiaonlal arc avaiLM1le ror mmium hav:lemps. umawOHu Ilur .. Chlmecy(PI ICI iz. tr Nw p nwlk1 kids vn emh,k,i buc11 ana van be seN will N+wf Opies. House tilde Sbidd 11ISS) is an rplitm whwh will nl.k up w 120° of ligh, in m+y an<dirafion. QUARTZ RESTRIKE Tire A)SOBliM.-n Wsuppliw with an Option-q.. m•-Hnkc rynrn+to main camm�tf wrc lisle ifNc N.I.D.Iv firth. The 6xwm will W ayuirPcJ withv IW wml gxxna Wmp.. a Lvm- n+con ana 120 -It <ianir dmmlMuxd ins Oa voltamulJ-uP bellnL PHOTOCELLS Phutu<clissl+vil the Wcilh11uIhvnno M1i-mclvibmton tywor theclatmnicballast. rypc.Onsingespet sop fxlnns phatrwel1vM1all b<moumw hr 1M fins and pmwircd 1a On multiple head fu'turt rhxa<elt, xl+xll M mnunlm in Ne pale zhaN nrt en m:cem plae and nrt nnl pm-vsgmsi xz MI - fat M1orminp ays<mhlin antl Hners art plkingw upxmmiy fw vase of wiring to zwme. The thereto bi- nal phmlxxll zl+vll to JexilaleJ to sum nrt ul IA Nvuct-1. ana kith'+Rut nor murc Nan 5 f 11, 1lex The ,_HSi<burwa type Pl+alocell is insmnl m one a 5-10 rmond tw+uRnd sMll llun on as LS fnol- emdlnwiNaNmolTal2-3f cm+dln.1Ikd-h artei- 120 volt., 20I Ih. 211vo11. ARMS ..kt.I ule mWunf exlnlumilwm anJ/w<HY aluminum. All A79G dfim- eHlih hove i<+Ii- M,dd Hk wm4 and gracefullycurves bwckd d All-11, .1kwill M1ave;1x fn�ir eiJ+er wclJetl lu 1W nm+ur will be mahwically mwchctl m Jw friary to vnsxlc scow will be vdapch which h -Hkd In the lk In <mrue Impel aligxmnt to the bMc. Twm IA. EARLS xnd STR anus will be alla<M1w to n daomtive <nwe nun which will sliplil lee center Impn oflne pole hbr lionwn). RAaw)19 arms are availvnleMatwin appli<alinn. Amrz am pm-wi 4rorase of inxinliu- FINISH pri x <paena n<n aaamnnly ahn W .m+Nmly a<anm ma n.w in a s-sage wmnmg ar+t<m lk9 -vlkdine clunin LL ril+xing, ph+nph+xic m fling, mvcrne mmreis wa cr riving, am cha rating to mouth com+sion for nan- rnelanw ova exallmto.ezian lnefnian cooling. TW fmizM1 awtinp shall be clalmsmrirally vpplim.vmi-glass, spadambh polyvvzm M+x'dabalrcdm Jcg- 1'ur a tlunnle anJ superior, color rttemive finish. Our optional antique Verde (ircm finish tiw.rfish Iron Enish um hand bnmhw using n 3-s p p+weza. The lolvl vzvemnly 'Hart by wnppvN xn+wkp+,lr+rwmrrmg ror cony m<w.m m <napgam nnna. .antl in —RAN ve- Fin li k 1 xa-V. Sec pndun end finish -icy guide fnrdclails. lE E Qi 555 Lavrteace AVa.--a.IL 601 )2..1188-3400• Fae841588-3440 LIGHTING www. aNmharglighli,.-k Email: info®sternher011ghnn00om ea+ 4 5 S STREET AND "- SIDEWALN FINIAL ROOF AN G CAGE SAME FINISK AS POLE COLD PAINT[D MD.--, CAST ALUMINUM DECORATIVE .NG AND LEGS CLEAR ACRVJC LENS BALLAST COMPARTMENT - Sc— ROOF .11C TYPE J I � 200MHPMI 4ULDTAP BALLAST ADMSE WRE, TO VOLTAGE ormi+ MOGUL BASF: SOCKET n BLACK FIMSH BB WALL MICKNE.S 6.1-1 6 STRUCTURAL GRADE ALUMINUM ' Y 6' DIA. SmR CHI SHAFT I HAND HOLE WIThI COVER AND ONE GROUND SCREW 15 J/,- OIA.! TWO PECE RASE COVER SECURED tom STANIESS STEEL SCREW .)SC WALL THICKNESS, FOUR ANCHOR EOLTS SA/SB POLE A ME ICE CUT SHEETS E-Px2 NO SC4LE AMA ARCHITECTURAL CONCEPTS$ v+ v'•�315 PO . _ M.P. SPYCHALA $ ASSOC, INC. -B CONSULTINGENGINEERS 240 - Ava, H OdF- FL S40IT M.) Bfi6.921 FAX all BSfi- 41 rrp0 dadpl ddv Nemwn -C DISCOVERY VILLAGE at PALM BEACH GARDENS IpP1M BEACH GARDENS, FLORICA -E vRoDO NOT SCALE PRINTS IC-EFTSTHS PUBLICATION G CONCEPT. SCHEMATICDESIGN: PRELIMINARY DESIGN: DESIGN DEVELOPMENT PERMIT SET. BID SET. _p -CONSTRUCTION sloes: PLOT FILE LOCATION: ;HEET DESCRIPTION: SITE PHOTOMETRIC CUT SHEETS PROJECT NO. SCALE: 15117 ABNOTED DRAWING NO. ® 2 ��•ppp,,, 9 2 1 PROGRESS'ft,-d-Em Pagoda Path Lights L.Od-pa 11GHTTNC' Progress L qhv, )01 M lenn'um Bhd. Greenvtl e. South Cxphra )B601 wwwprp9reszlighhnq rum FlniaM1 lmnabne(]nchesl GYbg Na. Blxk Green Lamp nq PtiJ04 31 36 1(fi if Ow 6 ProV'de with 32W CFL la np ng specifications: Ygfla Ihw tof style Wdan hsed <er, mir s kel. • a IOar Jle I' : 3 1l9' dil 5 iRf IfT, • 14' Innr! leads 31/4'w'Al -0 h 1 .Re w.d • P need el k ( 31) 1,, G 1.38) I r'zh LJtaj. •Allnfinlf nenrlin Mnnnlirin •JI CUL wet location lnlrd • Mpnnls rn 141dsrapn lmxl(P85G131). stake (P5233 31). pl Jpp-d ealherprool Mx(Ortler sepdfaldy) • 1!2" NIPS thread SG FlXTURE 6PL 6" Architectural Horizontal CFL Downlight G NIS, H U L1X32-M 12D8514CLVH I Pf�al xam� - '4N, - r Nareraa rr.,m.r anf ' � 0(50RIrtro I.nT nashr a:n Ihnr 1e,•Aa-1rv1 mTlron enf.rrnrvm nao•J I F R f� I iS D Yn a F. llr,t: e r r 1f� ren a 1w.ro xo ae]w>. ,IY N6 Eftn[ia.fxw•r•Rf-acorn arawwy mA,mR ..w, rvaNx.MN.,m rrmm; `� x•• [� 6wm5man11:a" ... vtxF fulY.la WHISK-.- GOEfsvume.®pamogoW kePrmat �] � aa- fW ]] na a,ti< SPY ]Rr r+ ur•'+I`x fM4qf, !°-n EC3111N• •r 13 13 1311 a ❑mm "� ' ❑❑.'nn ❑a ❑"w ❑3w pa b.rxr ❑ ' ❑ a J ❑.• r 13 I ❑fw 0 0nm r,e .mr R- ❑ pa ❑wafv• 1 1❑lwierJnl °nit' 10 ] ❑7 ❑esxr s„rt afenuof a.ax s..ft „•• mw.�......., MAXILUMEAdv snPol bm laI form-, �valable G' WWWmaxii-E, Hite Lighting fe1: 323 1188-19 73 e Fax 323-8881977 ^� A786H FRISCO SERIES SPECIFICATIONS GENERAL drw Ja I 'i. I ufa µ WWI I 'p Ily N Ow mm '11 µin �ilyd Idl 1'pal ne+f hvl xll ta.aµfuvuaJ wJlsa nut ailmv U- ooze unf fufwl Mwvuf FITTER STANDARD 1 I TK (na •Mllix inmy callm mlm hFM1 I+• r<n „e a+ pm. 1.1 nlmrem Me a arx rry fo �' ro du MlM vmm M.e. WT krMxrhn - 1mN µ h „nk ,Imf MII M1e a rcud lotto nle n TMr er,mMllh n rp PwLef u+ i1 rnm new Ix <mimn a Nn p IY HM H00 FRTBi OPTION Tlm I nr •Mh Iw hny u-,11 e 1 IIM � hpif w.raf e le ore pfh. h dm11 hnv<n - oleo 1p 1n R a•n m 1h<Ir +erY mime am pkJw. it < li 1pM F°re rml Iw <an A•xr1Mr am b I M1M oaf ry+ �a a. TM R4, dwll Mvenlmn' III k' nfwri,p. T__ n�priwalRap irck Ptdrcell I I 'cowl Ri+pl< remk�-wa ofda ur Ropettflr',uain far Hui la7 power A I ®�] TiclnpmmmrM Mlbw nurmlinp plate dwll le um ahn "0®PO1 ffpn�nnapmiM lml-Ix+ remrn'alfmm,hel ,, Imiry :m n kwha.\lJen rxhrcdwnM1a SleinhmMfanin nla,la, the 16 how mnllM>el.pran<dmme pole wp nrtmnn Tw fnlm.Mll inrc a -piece dlp inppnaket lnmr:,w wpnnfmifm Hen Ism ` Pnewmv`m mmn eamny a°....u, 1®�I �nP• ' NALLABT NG nwlg-it,,,mihl 1mx1m,36 Al' folu0fl,n.1.mIluI-in, I eiwil Lw curl fapvl Hamm pw](J1PGnwV Wwlw au dw Wllxal vva rFwrry -Wwwwfa lrpelr ah>Ifaw 'J ft 8 Iw fymaury n Lwygdw MlLwlawlcr mNa Iµ lop lifo. fln Lvikal nuvlF -pyl•v Idltw 1 W W emJ lux nanlnN loco mcl -p f 1 d ELECTRICAL F anve eI T. T Ii- in 17 1 10 IRII ,shod hh h +w m(mm weh lam,xmd 4 i .hid dM <edhf Alal<la.ve4XV aIM ap VPr n. iw lmf J.rcl M1IY �h. ilhpr 'Mwhm MIl kwarM i+the fufer. All uvnlmmflnxeamnf Im.f Mna I III I 'h pmnrymnm nYMun mOA<prccF Thy aluJl imen 0.j" xwka to xceP Tmd nr vipk ndn lnmry. Rnllure xMll Mi}-EFlG\wnM nr¢. PD(TURE HOUSING the timfue M1rnmnp-1 Ix-m A.",xaM.3ff mli, rn hwkn atollhnmM lF ofa 15"wl ifhJ<ccm- i ual�animmfeldNdhvNw4demmlivanwr `Y'xM 1 v<u Ym efy,pna epa TheMMaimli lfnvef v n<M1fllio:n finixhM in m0.n1A Alm m•ailahkm mxhlllnm lCl.]mlfhe slmedhvxl 1MIlan he xpeif�ed wihv rinl,xifpn. Tnl+mkN al -01 waAeai d er Hl i.' II ekA.IAn Mvry MR-rha�eR I - Rlr n r.nnh 1M< r 1 . nw lme xMll M nMe col hrt maufam DA ka ryl' OPTICAL OPTONS 14WUua dmd U:6'Jlwnvlm WnnJw µflan W Ll 1jW 311L) "vyw ILLs01Ji.idWr SERIE3 uua Il elm.11 M+avvalwdv aw.ku aam wlh a VLld xlvcl daaaJoJVVv fuPVly aryl nmt one mm >-,f IC'oerurrclmr fwrROoR+I 6" Gbloq NlmBer. HHBPL-1X]2-M-126S514C4Wii -------_ - S'•FURNISEILi Horizontal CFL Optics ----------------— -- WpxLN:�: TWr. SF Note: . -Al➢ 011tt',1 - DW<L -- Ralkaw D0-vM2t BelhaNandhaw D013N2 WdiWMhWaeaw ',, Rd "= - - MA. "gam w1el AALI RdiwlmwkhPrivv Helm 66DY Btllle maAhuM Gm Lefe aR- a&Oku Wv e , � e w•feM1NnneGwL•. 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TgSCR) • BF Sal Rr,b prfelx(TA TA6CR1 NO2 S• • LAMPS Sebtthvm L al • HEN S' ' un • TEEIRtG 555 LaNrence Ave. Roselle, IL 60172 • 84) SBB 34C0 F x 84] 588 3440 LIGHTING w Mem TIi hlma.wm Erna r mplsaTemhefDYDnonq.mm a.H SC FIXTURE 9 1 I STERINT 3FIt/v PrtsmatiG Acorns Jos :II I • P1i�NO nhmhµmlvJJcr wNf na ahaiL µe.kx. ll fr will lx: xecwcJlpw+l lx•Warwhhay+nnwnn w - dal-r�nlwid mp tyF,nm: Mf ,Lwrrmaa.. 9ERIE3 Il tfI1Al OYIt ] Rr a 1-Oplic Syaem lL I III- J- uY u'L��I it Rly ti I TI w .V. - i 114 Je MIvµIJ pwJ mf al II WmJ J y u,L VN.. IShY S1:\R SIUPL R M't IIl J.l' JI I- xaJn•f mw naval rcdacm ayn W qJ µl JVn� 1. Ii Uc ile ll la nlxab�r,Ywrlar naml'M 11d' . x r r Y 'y„a3 x-L 5L lyln5 Ixf fsli 6llanmad 1 W f W L kx t wlN Uun ileraam ( prrzy ItIC N' W Wluvl xJlb wr xu lvauia foul)mul nn, lm uxM uadfHwflry I 11 Sidehhidd 11?S - 1Pf 1'd ill ll k y ID ],all RierT wmlvmhal QUARTZ RE -STRIKE '1 xUf 4. 1uJ -J W ly y. "1wwlma fvuve ly;ln _rd I I.U.k V 1. 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WARRANTY lalvu-ywrlunilW wmlway Sul VruWwmM l:iJ.Lu yµwJ: Cu JewJe. - arcm l l/lMBE lil1< SSi Wmence Ave Roselle IL 60172.84]-SBB-3dOp • Fm &d7.598-3440 LIGHTING waYW MemllefDYDngnD.om ErfanimefRRalamLerDl gnunD.wm ..f E�N3 NO �A1®E ICE OUT SHEETS SC.aLE FLvt 1'inr'I ARCHITECTURAL CONCEPTS. v; aN ea r y33Nca,. 3� yy%ss om R'y: w y g1s .PPO;aca M.P. SPYCHALA 0 & ASSOC., INC. -B CONILLTH3 B43WEEFLR 240 fah Ava N. MSmry 1— mm B661M11 FA% mat, 8S6-SI41 RMPYO'IDpY _C DISCOVERY VILLAGE at PALM BEACH GARDENS Ill ROAD EXTENSION BEACH GARDENS, FLORIDA -E DO NOT SCALE PRINTS PUBLICATION DATE CONCEPT: SCHEMATIC DESIGN: PRELIMINARY DESIGN: DESIGN DEVELOPMENT: PERMIT SET. E D SET. _F ORCONSTRUCTION: REVISIONS: -G T PROJECT NO. SCALE: 1587 ASNOTED DRAWING NO. ® 3 I 2 3 8 9 COVFRY 1 VILLE AT °�mu�nJ GABLES AT NORTHLAKE P.B. 96, PG. 194 PALM BEACH COUNTY, FLORIDA LIRACT .:, �inunuulnumn LOCATION MAP NOT TO SCALE NDEX OF SH SHEET NO DESCRIPTION 1 TITLE SHEET 2 BOUNDARY SURVEY 3 PAVING AND DRAINAGE PLAN 4 JOG ROAD TURN LANE PLAN 5-8 PAVING AND DRAINAGE DETAILS 9 POLLUTION PREVENTION PLAN 10 WATER AND WASTEWATER PLAN 11-13 WATER AND WASTEWATER DETAILS Y:\AUTOCAD_F[LE5\2012\12-088\12088S01-02.d-, 9/23/2013 2:19:57 PM. KIP 7700 Series NORTHLAKE BOULEVARD _ROAD PLAT BOOK 6, PAGE 127, PBCR 100 0 100 200 N SCAM L• -zoo' W E POINT OF BEGINNING EAST LINE OF TRACT B S NB81O'18"E 41.98' (M) 1,18808'30"E 41.99' (P)- N10'07'04"E N100707E 35.2( N15'56'43'E 41.� N01'40'141 49 N78ro9'STW 51 GABLES AT NORTHLAKE TRACT'B° N6617'48E P.B. 96, PG. Y, �N092129"E PALM BEACH COUNTY, FLORIDA N3504'19"E N7310'2Z'E 38.25L� S89'40'28"E 58. \ N66'08'28"E 19.18' N1259'10'E 44.43' N45'07'42'W 35.68' N1206,39"E 40.1, N1203'30"W 58.26' N0820'29"E 36.97 TRACT "B" N5016'06'W 5265' CONSERVATION EASEMENT PARCEL. N2036'35'W 17.18' (O.REL 13497, PG. 1922) Nll'5703'E 24.45' N2919'28"E 26.05' N0724'311 28.45' N2351.32'W 4D.31' N2514'OiW 40.64=!' \ N281S56"W 28.36� SET 5/8' IRC N5354.20•W 26 28-- OFFSET Y NORTHWESTERLY \ OF CORNER (ON LINE) N0919'03"W 39.75' \ REF. PT. LB 6852" N3229'57'E 62.61'- N2Y41'23'E N2272'44E 55.08' N4211'54'W 129.07- S3112'57"W 47.20: OFF N2855'56E 57.45' 44J�e �S N3846'35E 58 N445S44•E 51.53' O'�eQ 8/cgy(S�00,�l \ AT- N7 N7436 3'8E 79.14' N4911'2PE 44 7)2. peC� ]1OJ N� W E 6 >` �_ $ �g>e�f }3y� DETAIL "A" SCALE: 1" = 50' POINT OF COMMENCEMENT NORTH 1/4 CORNER, SECTION 22, TOWNSHIP 42 SOUTH, RANGE 42 EAST, PALM BEACH COUNTY, FL I I i PIJ I � I 1 o I �I 1 ` j FAS 25.08' N382S5( 43.40' SE DETAIL "A"3 THIS SHEET TOTAL SITE 429,053 SQ.FT. 9.85 ACRES -TRACT '0' 10'01'W 35.24' 11725'50'W 35.95' S41'42'18'W 52.02' , CER)Y7f0 TO OD REPUBLIC NATIONAL TIRE INSURANCE COMPANY DISCOVERY VILLAGE AT WEST PALM BEACH LLC, A DELAWARE UMITED UABIUTY COMPANY WWAM L EPSTEIN, PA w i ��[LIiIIII� BL BETSY UNDSAY, INV. A CENTRAL (DELTA) ANGLE GABLES AT CBS CONCRETE BLOCK STRUCTURE NORTHLAKE RT CM CONCRETE MONUMENT P.B. PG. 194 RTHLAKE z CONC. CONCRETE PALM BEACH COUNTY, FLORIDA EL ELEVATION FOOT I REPLA . IDO, PG. -198 6 FLORIDA DEPARTMENT OF TRANSPORTATION END. FOUND TRACT 'B" CH CG. FLORIDA INV. INVERT z IRC IRON ROD & CAP L LENGTH LB LICENSED BUSINESS eff y z N0. NUMBER O.RB. OFFICIAL RECORDS BOOK fyl/!y .TRACT P.B. PLAT BOOK \ \ P8CR PALM BEACH COUNTY RECORDS 4y(S '8'1 FOOT PARCEL PG. PAGE TAB, O.R.B. 11315, PK PARKER KALON NAIL 'PO,yO PG. 957 P.LS PROFESSIONAL LAND SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPERPT. POINT PVC POLY VINYL CHLORIDE PIPE SITE R RADIUS REF. REFERENCE TOB TOP OF BANK TOE TOE OF SLOPE TRAY TRAVERSE J&W 16. ' SYMBOL LEGEND C/17 �� • 11.4 FIELD LOCATED POINT WITH ELEVATION TEMPORARY BENCHMARK pwM WATER METER SET 5/8" IRC "TRAV. PT. LB 6852" IA WATER VALVE ° EL=16.504' 0 SET 5/8" IRON ROD & CAP STAMPED "BL LB 6852" (UNLESS OTHERWISE NOTED) 0 "W 81.1 ' 96.20' yJ o "2W LEGAL DESCRIPTION ?m A PORTION OF TRACT "B" AND ALL OF TRACT "G", GABLES AT NORTHLAKE, ACCORDING TO THE PLAT THEREOF AS TRACT 'B" \ o� RECORDED IN PUT BOO( 96, PAGES 194 111ROUGH 196 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: r 20'38'13'W �SO751'46"W 105.95' \yob ,a yo 5239'-117'12'W 106.53' 231VOIE eO,r 44.01' S25'3722"W 75.68' m� N8131'00'W \ 47.56' S13'38'07'W 98.81' \ 52352'12'W 210.86' \ 012759'E 60.49' \ S2056'26"W 89.06' T 1211'O8'E 49.40' N0151'25"E 45.92' S3824'26"W 77.01' N5553'0'W 567' 3 2 . S303B'32"W 71.50' 1 S4512'46'W 67.05' TRACT "B" 1 S4202'10"W 69.75' CONSERVATION EASEMENT PARCEL I '-S51'4501'W 103.48' (O.R.B. 13497. PG. 1922) '4YW 79.36' 3'W 71.85 25'W 50.00' I TEMPORARY BENCHMARK \SET IRC TRAV. V. P PT. LB 6852" \ EL=19.372' I COMMENCING AT THE NORTH ONE -QUARTER (N 1/4) CORNER OF SECTION 22, TOWNSHIP 42 SOUTH, RANGE 42 EAST, PALM BEACH COUNTY, FLORIDA; THENCE SOUTH 01 2531' WEST ALOIG THE EAST LINE OF THE NORTHWEST ONF-QUARTER (NW1/4) OF SAID SECTION 22, FOOT PARCEL A DISTANCE OF 1,058.65 FEET; 3. 11315, PG. 957 THENCE NORTH 8834'29' WEST, 6.77 FEETTO THE WEST RIGHT-OF-WAY LINE OF JOG ROAD, THE EAST LINE OF SAID TRACT "B", A PONT ON THE ARC OF A NON -TANGENT CURE CONCAVE TO THE NORTHEAST (A RADIAL LINE THROUGH SAID POINT BEARS NORTH 7139'07" EAST TO THE RADIUS POINT OF THE NEXT DESCRIBED CURVE AND THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 1969.86 FEET, A CENTRAL ANGLE OF 13'S710', AN ARC DISTANCE OF 479.70 FEET; THENCE SOUTH 2227'02' WEST, 81.18 FEET; THENCE SOUTH 0917'25" WEST, 103.04 FEET; THENCE SOUTH 11'36'29' VOL 96.20 FEET; THENCE SOUTH 07'51'46" WEST, 105.95 FEET; THENCE SOUTH 1117'12" WEST, 106.53 FEET; THENCE SOUTH 2537'22" WEST, 75.68 FEET; THENCE SOUTH IT38'07" WEST, 98.81 FEET; THENCE SOUTH 2352'12' WEST, 210.86 FEET; THENCE SOUTH 2O5626" WEST, 89.06 FEET; THENCE SOUTH 382426" WEST, 77.01 FEET; THENCE SOUTH 30"38'32• WEST, 71.50 FEET; THENCE SOUTH 4512'46 WEST, 67.05 FEET; THENCE SOUTH 4202'10" W1SL 69.75 FEET; THENCE SOUTH 61'45'01" WEST, 103.48 FEET; THENCE SOUTH 70'32'47" WEST, 79.36 FEET; THENCE SOUTH 73'W53- WEST, 71.85 FEET; THENCE SOUTH 6759'25- WESL 50.00 FEET TO THE EASTERLY RIGHT -OFF -WAY LINE OF BEELINE HIGHWAY (200 FOOT RIGHT-OF-WAY); THENCE NORTH 53'41'02" WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, 34.12 FEET; THENCE NORTH 7812'49" EAST, 50.89 FEET; THENCE NORTH 74'36'iS EAST, 79.14 FEET; THENCE NORTH 7050'44" EAST, 86.97 FEET; THENCE NORTH 59,05,53" EAST, 97.32 FEET; THENCE NORTH 4911'21" EAST, 44.63 FEET; THENCE NORTH 445344' EAST, 51.53 FEET; THENCE NORTH 38'4635' EAST, 58.50 FEET; THENCE NORTH 28'5556- EAST, 57.45 FEEL' THENCE NORM 55'53'03" WEST, 25.67 FEET; THENCE NORTH 01'51'25' EAST, 45.92 FEET: THENCE NORTH1211'08' EAST, 49.40 FEET; THENCE NORTH 0127'59- EAST, 60,49 FEET; THENCE SOUTH 3112'57° WEST, 47.20 FEEr, THENCE NORTH 4211'54- WEST, 129.07 FEET; THENCE NORTH 8131'00" WEST, 47.56 FEET; THENCE NORTH 222744' EAST, 55.08 FEET; THENCE NORTH 22' 41'23' EAST, 49.30 FEET; THENCE NORTH 3229'57" EAST, 6261 FEET; THENCE NORTH 0919'03" WEST, 39.75 FEET; THENCE NORTH 2319'07' EAST, 44.0 FEET; THENCE NORTH 2O38'13" WEST, 52.39 FEET, THENCE SOUTH 41'4218' WEST, 52.02 FEET; THENCE NORTH 53*54*20' WEST, 26.28 FEET; THENCE NORTH 17'2550" WEST, 35.95 FEET; THENCE NORTH 2813'56" WEST, 28.36 FEET; THENCE NORTH 25107" WEST, 40.64 FEET, THENCE NORTH 2351'32" WEST, 40.31 FEET; THENCE NORTH 0724'31• EAST, 28.45 FEET: THENCE NORTH 0730'01" WEST, 35.24 FEET; THENCE NORTH 29'IV28" EAST, 26.05 FEET; THENCE NORTH 11'5703- EAST, 24.45 FEEL; THENCE NORTH 2O36'35- WEST, 17.18 FEET; THENCE NORTH 5016'06• WEST, 5265 FEET, THENCE NORTH 08'20'29' EAST, 36.97 FEET; THENCE NORTH 1203'30° WEST, 58.26 FEET; THENCE NORTH 1206'39" EAST, 40.17 FEET; THENCE NORTH 4507'4Y WEST, 35.68 FEET; THENCE NORTH 12'59'10' EAST, 44.43 FEET; THENCE NORTH 66'0828" EAST, 19.18 FEET; THENCE SOUTH 89'40'28" EAST, 58.44 FEET; THENCE NORTH 7310'22" T SUR!/E)"ORS CE1F5c1CA7E EAS , 38.25 FEEL THENCE NORTH 632401 EAST, 51.04 FEET; THENCE SOUTH 55'5420 EAST, 29.44 FEET; THENCE SOUTH 4716'39' EAST, 16.87 FEET: THENCE NORTH 6609'21' EAST, 33.73 FEET; THENCE NORTH 2614'347 EAST, I HEREBY CERTIFY THAT THE 'BOUNDARY SURVEY AS SHOWN HEREON IS A TRUE AND 19.97 FEET; THENCE SOUTH 8540'58" EAST, 31.12 FEET; THENCE SOUTH 6426'56- EAST, 26.71 FEET; THENCE SOUTH CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE ON 1818'03" EAST, 19.33 FEET; THENCE NORTH 3623'00- EAST, 37.08 FEET; THENCE NORTH 2104'53' WEST, 49.68 FEET; SEPTEMBER 19' 2012 AND SAID 'BOUNDARY SURVEY' IS TRUE AND ACCURATE TO THE BEST THENCE NORTH 3823'56' EAST, 43.40 FEET: THENCE NORTH 3504'19' EAST, 24.42 FEET; THENCE NORTH OTT'29' EAST, OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT THIS 'BOUNDARY SURVEY' 82.99 FEET; THENCE NORTH 6617'48' EAST, 39.60 FEET; THENCE SOUTH 4724'02' EAST, 25.08 FEET; THENCE NORTH COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR "BOUNDARY SURVEY SET FORTH 247W18" WEST, 16.3E FEET; THENCE NORTH 4514'13' WEST, 30.53 FEET; THENCE NORTH 7809'587 WEST, 58.17 FEET: BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, THENCE NORTH 0I'40'14'" EAST, 49.29 FEET; THENCE NORTH 15756'43" EAST, 41.39 FEET; THENCE NORTH 100707" EAST, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES 35.20 FEET; THENCE NORTH 10.07W EAST, 21.00 FEET. THENCE NORTH 8808'30" EAST, 41.99 FEET TO THE POINT OF BETSY LINDSAY. INC. BEGINNING; SURVEYING AND MAPPING SAID LANDS LYING N THE CITY OF PALM BEACH GARDENS, PALM BEACH COUNTY, FLORIDA. SAID LANDS CONSISTING OF 429,053 SQUARE FEET OR 9.85 ACRES MORE OR LESS. ELIZABETH A LINDSAY, P.L.S. NOT VALID WITHOUT THE SIGNATURE SAID LANDS SUBJECT TO ANY/ALL RESTRICTIONS, EASEMENTS, DEDICATIONS AND RESERVATIONS FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER LOCATION MAP (NOT TO SCALE) SUR!/EYOR S NOTES 1. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, REFERENCE THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTED (N.A.D. 83/90) AS CALIBRATED TO THE PUBUSHED PLAT COORDINATES, FLORIDA EAST ZONE, REFERENCE A BEARING OF S3509'16'E ALONG THE WEST RIGHT OF WAY LINE OF JOG ROAD AS PER PLAT OF GABLES AT NORTHLAKE 2 THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FIGURE EXCEEDING A HORIZONTAL CLOSURE OF 1:10.000. 3. WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.2 FEET. 4. THERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FOUNDATIONS. 5. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN HEREON. 6. THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR. 7. THIS SURVEY WAS DONE IN THE FIELD UTILIZING GLOBAL POSITIONING SYSTEM(G.P.S.) WITH REAL TIME KINEMATIC(R.TK.). ALL DISTANCES GIVEN ARE GRID DISTANCES. THE SCALE FACTOR IS 1.OG0031230. 8. THE ELEVATIONS AS SHOWN HEREON ARE REFERENCED TO NOW 29 BASED ON A CLOSED LEVEL LOOP RED TO "A SW AND "HOME FRONT". ELEVATIONS COLLECTED IN THE FIELD REFERENCE NAVD 88 OATUM, AND WERE CONVERTED TO NGVD 29 DATUM BY ADDING 1.558 FEET. 9, THIS SURVEY WAS DONE WITH THE BENEFIT OF A TITLE COMMITMENT PERFORMED BY OD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; AGENT'S FILE REFERENCE 513-001; EFFECTIVE DATE AUGUST 16. 2012 AT 11:00 PM; REFERENCE THE FOLLOWING EXCEPTIONS IN SCHEDULE B: 4. ALL MATTERS CONTAINED ON THE PUT OF GABLES AT NORDILAIE, AS RECORDED N PLAT BOO( 96, PAGE 194. PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (SURVEYORS RESPONSE THERE ARE NO EASEMENTS ON THIS SITE PER THE PLAT.) S LIMITED ACCESS RIGHTS AND RESTRICTIONS PERTAINING TO B9IBOAROS, AS SET FORTH IN DEED TO THE FLORIDA STATE RRNFlKE AUTHORITY RECORDS) N D® BOO( 1110, PAGE 583, PUBLIC RECORDS OF PAW BEACH COUNTY, FLORIDA. (SURVEYORS RE3POHSE: THE LAND DESCRIBED IN THE DEED BOOK LAY NORTHEAST OF THIS PARCEL) 8. RESTRICTIONS, COVENANTS AND EASEMENTS AS SET FORTH IN SPECIAL WARRANTY DEED RECORDED N OR BOOK 11025. PACE 1180, PUBLIC RECORDS OF PAW BEACH COUNTY, FLORIDA. (SIRVEYOS RESPONSE THE EASEMENTS DO NOT AFFECT THE PARCEL) I DECLARATION OF COVENANTS AND RRIRICIIONS RECORDED IN OR BOOK 1148A PAGE 1897, PUBLIC RECORDS OF PAW BEACH COJNtt, FLDHIDA. (SURVEYORS RESPONSE: THIS DOCUMENT AFFECTS THE PARCEL) A DECLARATION OF COVENANTS AND RESTRICTIONS RECORDED IN OIL BOOK 12204, PAGE 1164, AS AFFECTED BY AFFIDAVIT RECORDED IN OR BOOK RHIN PAGE 1126, PUBLIC RECORDS OF PAW BEACH COUNTY, FLORIDA. (SURVEYORS RESPONSE THIS DOCUMENT AFFECTS THE PARCEL THIS DOCUMENT IMPOSES MAXIMUM DENSITY RESTRICTIONS) 9. DECLARATION OF PROTECTIVE CO'ANANTS FOR MONTEOTO, AS RECORDED N OR BOOK 17390 PAGE 1256 AS RE -RECORDED IN O.R. BOOK 17558, PAGE 1530, AS AMENDED W OR BOOK 17558, PAGE 1646: OR BOOK 1674Z PACE 1079 AND O.R. BOOK 19761. PAGE 1297, PUBLIC RECORDS O PAW BEACH COUNTY, FLORIDA. (SURVEYORS RESPONSE THIS DOCUMENT AFFECTS THE PARCEL) 10. DRAINAGE EASEMENT IN FAVOR O THE FLORIDA SLATE TURNPIKE AUTHORITY RECORDED IN DEED BOOR 1110, PAGE 591, AS RELOCATED BY DRAINAGE EASEMENT MODIRCASOPN AGREEMENT RECORDED IN O.R. BOOK 14711. PAGE 361; AND AS FURTHER MODIFIED BY SCBV'EM ERS ERROR AFFIDAVIT RECORDED N 14844, PAGE 137. PUBLIC RECORDS O PALM BEACH COUNTY. FLORIDA. (SURWYORS RESPONSE THE EASEMENT DOES NOT AFFECT THE PARCH- THE EASEMENT DOES NOT FALL NEAR THE PARCEL) It DEW O CONSERVATION EASEMENT N FAVOR O THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT. RECORDED IN O.R. BOOK 13497, PAGE 192Z AS AMENDED IN O.R. SOCK 1420, PAGE 1746, PUBLIC RECORDS O PAW BEACH COUNTY, FLORIDA (SURVEYORS RESPONSE THE OONSFRVA71ON EASEMENT AFFECTS FIRE OUTER 25 FEET MORE OR LESS OF THE PARCEL) 12 AGREEMENT BETWEEN NORTHERN PAW BEACH COUNTY IMPROVEMENT DISTRICT AND GABLES EAST CONSTRUCTION, NO AS RECORDED IN OR. BOOK 13528, PAGE 661, PUBLIC RECORDS O PAW BEACH COUNTY, FLORIDA (SURVEYORS RESPONSE: THIS OOCUMENT AFFECTS THE PARCEL) SIMMONS WHITE 9W1 CorpwaleEWrye9,ha3 eWad"Palm �di, fiaimy]3s0]a(591)4>H-]618 DISCOVERY VILLAGE SECTION 22, TOWNSHIP 42S., RANGE 42E. CITY OF PALM BEACH GARDENS, FLORIDA BOUNDARY SURVEY JOS NO. DRAWING NO. SHEET OF 92-088 12088SO2 2 13 7� F--1 � z OJ � 116 ✓ �c; A Z zw 0 W Y W a N W W DATE REVISIONS 10125117 409 L7iV 11407E 11/20/12 E01T Q9F)7ACAAaV DATE 09/19/2012 SCALE 1 =200] FIELD BK. A90 31 DRAWN BY CR�d CHECKED BYE.AL. 8 O F- Q Q 0 m O LEI i LL_ O O 0 � J J W _ 0 0 ot� w v' F- m > � LL z O W J Q O J L Q I Q _-i Q `J > z LY m _ W � CD < z o F (D O L L Cn O w Z J O m F- C' 0 SHEET NO. j OF 2 SHEETS PROJECT NO. 12-58 Y:\AUTOCAD_FIIFS\2012\12-M\12088501-02.dwg, 9/23/2013 2:19:50 PPS, KIP 7700 Serim TRACT 'B" CONSERVATION EASEMENT PARCEL (O.R.B. 13497, PG. 1922) + E + ® - eV _ JB + N °s 1 JB° GABLES AT NORTHLAKE 6> + Js, b, + Js9 J> j� 30 15 0 30 60 AT N A L AT NORTHLAKE g A�,,,',, + FILL ENU30ACHMM N s +Js .s / PALM BFApi COUNTY, FLORIDA I 1 6 1 DECORATIVE PAVERS OR > + STAMPED CONCRETE (TYP.) .s > ® CONSERVATION EASEMENT '9 / � (3:1 MAX. SLOPE) � - + SCALE IN FEET g 9"=30' L7RACT'B° P.& - -181-- Pua 1 ��, enaDA A m 'Q n DICAP SIGN (IYP.) I ' �g � +J> ® s 17.7f / / TYPED' CURB (TYP.) 306'-15- O 0.13XI lk' _ 25 CONSERVAII p EASEMENT FILL ENCROACHMENT ON J ® / / / / / 1 / �/ / 1} 16.7 A`�'rr4 TRACT'B' O.R.B. 11316, CONSERVATION EASEMENT (3:1 MAX. SLOPE) Je / 58 .Op s% / / / + p4y. "p p oi, qo 6' BLACK VINYL CHAIN UNK1F CE y ,i ''�- JBJ90203 5" R.C. O 0.20% GABLES AT NORTHLAKE %g THE FENCE SHALL BE SUBJECT TO LD ,91 p _- R i� ' �' II s. 1 ,�3 P.B. 96, PG. 194 ADJUSTMENTS TO AVOID CONFLICTS WITH / ,y '"' 3 R 7` T \ PALM BEACH COUNTY, FLORIDA NATIVE VEGETATION / - �-- +�„ 2 - t�.a -�" 250'_. �4 69% -3 R -4 } M19 6 + s // "� -25' CONSERVATION EASEMENT J> ° + SECTION 22, TOWNSHIP 42S., RANGE 42E. LOCATION MAP 00 19`A ` ® NOT TO SCALE ® r p + E 1 5 t` XJ`21.5r FILL ENCROACHMENT ON ® -Y CONSERVATION EASEMENT LMEN FILL ENCRvMENT ON A k 3 20'R. 3:1 MAX. SLOPE CONSERVA ON EASEMENT 20. / F,- 58'-95' R.C.P. 2.:V CAR OVERHANG (TYR) t -, 205 \ ( ) 3:1 MAX. SLOPE) J - � O 0.17X \ J ®® ® ®® 17. / ,,i 7.5' CONCRETE SI EWALK (IYP.) p / A3-'C' INLET NUMBER AND TYPE 1a \ CON UCT NDI P RAM> + +. \ ?.F PER A.SPECIFlCATIDNS (TYP.) D ® ' . , o 19.5 INLET TOP ELEVATION J> \ 9 I 4 1A` z gz'11 76.0 INVERT ELEVATION > �� f - -` TYPE '' CURB (TYP.) +J C as xJ .20 J C 5' CONCRETE SIDEWALK (TYP. AND / s PROPOSED STORM SEWER AND CATCH BASIN / FILL ENCROACHMENT ON 21.5 + .' t - 17.8f + PROPOSED STORM SEWER CONSERVATIONEASEM "s + 2.5' CAR WERH�NG (TYP) If.. 2D. J6 AND MANHOLE =<B/ (3:1 MAX. +LOPE) _ J>> „" g "� +'+T^^ - E 'D' CURB .) '^^^•► DIRECTION OF FLOW Z� JA + 27-5 1.4 "1 ... c + �."A' DIRECTION OF SWALE �Ce S 27•i aT.k J> XL PROPOSED GRADE ELEVATION + .y 6' BLACK VINYL CHAIN LINK FENCE 19.0 r L d -y�. 4 ^ THE FENCE SHALL BE SU&IECT TO FIELD g6 .g ADJUSTMENTS TO AVOID CONFLICTS WITH EXISTING GRADE ELEVATION _ + a NATIVE VEGETATION chi € "+•rt� PROPOSED PAVEMENT ASPHALT OR s,J +"' CONCRETE, SEE DETAILS FOR SPEC.) LJ.t A4- ' M.H- CONCRETE FILL ENCROACHMENT ON CONSERVATION EASEMENT (3:1 MAX. SLOPE) DECORATIVE PAVEMENT/BRICK PAVERS TYPE 'D' CURB (TYP.) I s3-- / _ + R8 � 1 8" R C.P. 020X pjp/ DETECTABLE WARNING SURFACE + + - 9 PROPOSED BUILDING I Le4",/ .17.7t 9 r �. + ; PROPOSED FILL AND GRADE ON SIDEWALK FLUSH WITH 138 BEDS ALF/MEMORY CARE + + n -� s \ / CONSERVATION EASEMENT (SEE J 5' CONCRETE SIDEWAM (TYP. 0 > MITIGATION REPORT PREPARED PAVERS AT ENTRANCE F.F. ELEV. 22.0 Br 2 '+ .� rti \ \ 10' P.V.C. ROOF DRAIN SIDEWALK FLUSH WITH PAVERS AT ENTRANCE 7.5' CONCRETE SIDEWALK (TYP.) 45 R ,Yps� ++ BY E.W. CONSULTANTS, INC.) c� 2 •R f 2.5' CAR OVERHANG (TYP.) (TYP.) 1 .� .. 7'lt Jd �\ 2.5' CAR OVERHANG a 1- ,n 7.5' CONCRETE SIDEWALK 10' P.V.C. ROOF DRAIN O "` g% .J J� '-•) 2.5' CAR OVERHANG 's iv (M>•) 7a' CONCRETE SIDEWALK (TYP.) TYPE 'D' CURB (TYPJ 25' CONSERVATION EASEMENT k. TYPE 'D' CURB (�•) .,,.. 7.5' CONCRETE SIDEWALK (TYP.) -� \�•� _ -E k IAA 6' O 12.1 MAX. (TYP.) GENERATOR DECORATIVE PAVERS OR 6' O 12:1 MAX. (TYP.) '\� V� g \ t DECORATIVE PAVERS OR STAMPED CONCRETE (TYP.) 2.5' CAR OVERHANG O 12:1 MAX. B �' STAMPED CONCRETE (TYPJ 5- CONCRETE SIDEWALK (TYP CONCRETE G � - '' 20 R SIDEWALK ('fYP. J .,yp ^r r%, I y, \ 60'-18` R.C.P. 0.15% �`?•3""'. N >.: +J cr Yt- 6' ®12:7 MAX. (fYP.) \ �20V ,�•, - ••-'C' �� 30` R.C.P. e: i 5. 3 � 87 R � 21. ROOF DRAIN :� � �• � ;raTK- 0. TCH EXISTING ELEV. 17.5f 78'-38 R.C.P. O 0.13X P 76U 25'R � R 7 TYPE 'F' CURB (7YPJ FILL ENCROACHMENT ON TOP` F' C R�s20.0's ONSERVATION EASEMENT 128r 1 ' R C.e O 0.18X �.. r + a 5 A ° } 120 `O€A v. (3:1 MAX. SLOPE) �\2(y ONSTRUCT 1DICAP RAMP \ / •- - f T�> ,. T " `�' �',,., PER A.D.A.D.SPECIFICATIONS (TYP.) \ 17.SIi g T¢. %• PROPOSED ENTRY SIGN/WALL (BY OTHERS A7.5 \ 7 5 >� r ,mot ss I (SEE ARCHITECTURAL PLANS FOR DETAILS) a TOP OF CURB_ 0.4 C.G.I g - '+ p: y`c \ w 7"=00.$yX�,F._ €. - 15'R. 8 ") Ti, 20 R 20.5 +, ` 0.4 *:� "�"75 df%-t"' .,a��,-,. "£ '.t.' O7 3X- »., 1a't 40-24 R.C. _ J 16.0 s 2 '-'x4 ss. cZ � " .' + .. ..>�: g _ 55'-36' R.C.P. I. 0.0% sp F RB y� >,,�,nv,- - 22 25 R -..- 13-'E' C.G.I. ss'*m's 7s5"A T;"s-c',.�ia` n#�i f #a$gs -f s +}'^s 1a +tn = -s '` +, J998-15;R.C:��1L �s 20;."Tr">.. 1 - - a r f"f;u 222 r i. o r25, 0.5 ( 4 �T'OP.aF B _20.8 '>* - - " r TYPE 'F" CURB (lYP) .wT€ 47 +199 r ®/ so 15.9S 150 -15•, R.C.P. O ,Q13% .:.1<¢ •s `:. '� 20 d f.2R>4• ro 20 O .9 F4a 20.3 .5 �n d> �V�,V �20.88\ 73.5 yam+ ` 27 36" R.C.P. O Ir X y ® IGHT TURN LANE - a 20 0 $ (SEE SHEET 4 OF 12 FOR PROPOSED`% 19-9 110' \\1S" E C.P. O 0.1 &�` 9 ,J m_ ,ate IMPROVEMENTS ON JOG ROP.D Z9�R.0 �025X aMATCH EXISTING SI C.P. ELEV. / �--.. > TYPE D CURB (TYP. 20 SIDEWALK RAMP IN ACC ANCE W RO.S.T. + J ENCROACHMENT._ .� �i... 19. I T. A .. s� ((( \ \ \ \ 25' CONSERVATION EASEMEM CONS NATION EASEMENT - = _ I<gr_ .4 i D I 304 CR J> L... '�_. a (TYP- BOTH INDEX (3:7 .SLOPE) s "�... �... y �� ' `-° a s> + r 24' STOP BAR AND OP 9� MAX. CROSS -SLOPE OF CROSSWALK SHALL p O ` r .1 ® STORM DRAIN MANHOI'E� 6s ® \\ \\\\. \\ \\ \\' \\ 4•/ NOT EXCEED 2.0%/5.0% MAX. LONGITUDINAL (IYPJ �,S� - _ -. / / •4 y ��._ g� RIM EL=19.09',�I�1V.� \ CORE EXITING SS ORM jE O ELEV. 13.5 O ETCH EXISTING l ii ,-., AND /C�NE6T�6` R. RAISE M.H. RIM TO ELEV.�9.9 \� TRACT B. ° -@... / � � \ ��r s�8 RY��HMARK� ELEV. 17 t CONSERVATION EASEMENT PARCEL Jj i ANfTARY` MANHOL � �- s � �'IN CONCRETE %YRAV. PT. LB 6852" \ \ \ (O.R.B. 13497, PG. 1922) FILL EN*OACHMENT ON 19.09' �$L.-18.062' �� y !. PROPOSED DIRECTIONAL ARROW CONSERVATION EASEMENT -♦- NE INN: EL. (8" PVC)�79' y ®oE .� \ \ \ \ \ \ \\\\ \\ \ \ \\\\ (3:1 MAX. SLOPE) 24' STOP BAR, "STOP- SIGN & 25'-6' DOUBLE YELLOW 48 HOURS BEFORE D/GG/A/G DISCOVERY VILLAGE AT P.B.G. \ \ \\ \\ \ G L PAW A -` `- &XIPOWERSTING OPORE EAO POWER LINE l-800-432-4770 -^°- EXISTING STORM DRAINAGE PIPE �, ®�.S 1�� SECTION 22, TOWNSHIP 42S.. RANGE 42E. \ \ \ SWq, E sTA F , ,,, CITY OF PALM BEACH GARDENS, FLORIDA \ - \ EXISTING WATER MAIN 2. REVISED BLDG. FOOTPRINT PER ARCHITECT, 10/03/13. ...,....,.. a , ,.. , .,......i \\ \ UNDERGROUND UDL/T/ES \\ 1. REVISED PER P.B.G. D.R.C. COMMENTS, 8 15 13. '°P`o g�'`,'2, d. 3swi. ss,l a -7aae ' N077F7CATlON CENTER -,„- EXISTING SEWER MAIN / / PAVING AND DRAINAGE PLAN -"'-"- EXISTING FORCE MAIN REVISIONS Da Igd DRAWN CHECKED APPROVED DATE � N0. DRAWING NO. BNEEi OF R.P. R.S. 12-088 12088S03 3 13 Y:\AUTOCaD_FILES\2012\12-0BB\12088S01-3.Owg, 10/11/2013 8:46:SB AM, IQP 7700 SOCe GABLES AT NORTHLAKE P.B. 96. PG 194 PALM BEACH COUNTY, FLOMOA A NORTHLAKE RiA.IT I \ P8. 16q PG I0/-NB TRACT '8" m�ry tt�A $ 5 4ip4y � %S}q FDOT PARCEL TRACT °B° O.B.B. 11315, Rpm,/o/ PG. 957 DISCOVERY VILLAGE AT P.B.G. (SEE SHEET 3 FOR DETAILS) SECTION 22, TOWNSHIP 42S., RANGE 42E. LOCATION MAP NOT TO SCALE A3-'C' LEGEN INLET NUMBER AND TYPE 19.5 INLET TOP ELEVATION 16.0 INVERT ELEVATION,., PROPOSED STORM SEWER AND CATCH BASIN Q� Al4J-7 C.G.I. PROPOSED STORM SEWER AND MANHOLE I •5 f 4l i - DIRECTION OF FLOW 27'-36" R.C.17. -1W-a DIRECTION OF SWALE \ \ X'L19,0 PROPOSED GRADE ELEVATION 24" STOP BAR M EXISTING GRADE ELEVATION -- = PROPOSED PAVEMENT (ASPHALT OR CONCRETE, SEE DETAILS 9 �Q42 FENC9�EMOVEE FOR SPEC.) � CONCRETE � DECORATIVE PAVEMENT/BRICK PAVERS /. S� DETECTABLE WARNING SURFACE-_.. / � PROPOSED FILL AND GRADE ON CONSERVATION \ SOUTH R_ >> C-1LL'ld EASEMENT�SEE MITIGATION REPORT PREP ED I BY E.W. CONSULTANTS, INC.) ¢ 1 PROPOSED DIRECTIONAL ARROW / 7 / / EXISTING 16' PIPE (TO REMAIN > ' 24" STOP BAR, "STOP' SIGN & EXISTING CHIAINLINK FENCE TO REMAIN / 25'-6' DOUBLE YELLOW EXISTING OVERHEAD POWER LINE -� - & POWER POLE EXISTING STORM DRAINAGE PIPE -�- -•"- EXISTING WATER MAIN EXISTING SEWER MAIN / E NG 18" PIPE (TO REMAIN)-, / / / / -�--- EXISTING FORCE MAIN j PGL (LT) i r oa y lil�s�gngyg RE�,TO E EX STING "P" TOP AND INSTALL/ - - ROM E V19MANHOLEEl RE EX. AND C V E ¢C CONNEIg ® IPV. 15.8 / s 19.74 \ O 19. // V" 19.5 2-1 STO 648+27 0, 19.68 j EXISTING 18',P0i (TO REMAIN 10' PGL (RT) 19.98 �/ CONSTRUCT NEW TYP CURB & G ENlrY TAPER GIN STORAGE /� 19.98 STA 645+50 / EXISTING TYPE-'F` CURB TO BE REMOVED STA. 645+ ;/1/1.O'RT. BEGIN/1 IDE TURN LANE kQQ N' / / 48 HOURS BEFORE DIGGING SWWARDe a . PGL (TIT) / 1-800-432-4770 BEGIN TAPER UNDRG2ROUND U77L/7/ES STA. 645+0, 8.0'R / NOAnC47701V CENTER 3-O EXISTING STRUCTURE STA, 652+60, 8.0' LT TYPE -6 INLET E P. PEL. 19.4(4 jJ�� .6+ IV BOTTOM 1 ElEV. 12.19 TNSTING) 30 15 0 30 60 EXISTING CHAINLINK FENCE L �_ TO REMAIN _ SCALE IN FEET STT1A. 6i5 +33.71, 39.0'LT.` 1" 20 ER`IAT\ON ELEV. 20.4-4 CONS EN,E1'R ® O,E EXISTING STRUCTURE AND -9 FJS iCONNECT 183; RS.P- ® IELEV. 15.4 INSTALL NEW 6' HIGH _ END TAPER >> INSTAL FENCE STA. 652+52.6�, 8.0'LT. CHAIN17.5±� �� / // i_i� // / ELEV. 3 1• i END STORAGE 60'-18' R.C.P. FILL & SOD (3:1 MAX.) FROM BACK OF 17.5-' '6v i i BEGIN TAPER PGL (LT) / SIDEWALK TO MATCH EXISTING GRADE\ \ \ / i i STA 652+2.95, 3.0'RT. ' ELEV. 19.39 it- R.C.P. 0 0.13X EXISTING TYPE 'F CURB / O ' R.C.P. ®O.OR TO BE REMOVED 8' C?" ETE SIDEWALK (TYP. ....:.- / C.G.I. PE "F" CURB (TYP.) g` " TYPE "F" CURB END STORAGE / _ ce•-� / �5-3 / 4 B �- 2BEGIN TAPER 1 69 .5 , x STA. 60+83.71, 50.0'LT. / i �';�� ELEV. 0.81 / - � EXISTING 18' R.C.P. (TO REMAIN I EMALK RA6P IN CCORDANCE W ED.O.T. STD. INDEX 304 (CR26}� .> EXISTING TYPE -F" CURB TYPICAL BOTH SIDES) -0 - & 8' CONCRETE SIDEWALK / TO BE REMOVED �. PGL (LT) !. ¢ OF CONSTRUCTION � 20 25-LX/ . ` _, � i i (JOG ROAD) GL (RT) - TYPE 'F" CURB & GUTTER u i OF DISCOVERY VIL0.25 ENTRANCE ROAD � /, STA./ / (HIGH POINTY ELEV. 20.08 A. '50+1 i G/ �G £ - BEGIN STORAGE 19 5 STA. 649+33.0, 3 0 RT / 9.8 RI1' 0\L� ELEV. / 0.02 ® _ END "U" TURN PAVEMENT ° 0 0", STA. 650+10.05, 39.0'RT. ELEV. 19.69 19.92±CON S TYPE -F-C BCT NEW E 'F" CURB & ER EXISTING 9.86 LJNr' TO BE REMOVED EXISTING 36- R.C.P. (TO REMAIN EXISTING STORM INLET AND PI TO REM N -4l'-18" R.C.P- -CORE EXISTING STRUC E AND CONNECT 18" R.C. ® INVERT 15.0 EXISTING STO INLET AND PIPING TO REMAIN REMOVAL OF EXISTING LANDSCAPE BERM AND \ CONSTRUCTION OF EMERGENCY VEHICLE ACCESS \ INFORMATO TIONAL PURPOCITO ISIONSES, NOT PARTBY R0 THESE EXISTING 36' R.C.P. (TO REMAIN) 2 0 EXISTING STRUCTURE PAVEMENT STA. 648+40. 8.0' -LT 39.0'RT. TYPE J 5 INLET E.O.P. EL 19.6((8 ST �� BOTTOM ELEV. 1011 rAG TING) S-1 STA. 648+84, 39.0' RT TYPE P-5 INLET E.O.P. EL 19.08 2-10 EXISTING STRUCTURE STA. 648+40.88', 54.0' RT BOTTOM ELEV. 15.1 F.D.O.T. INDEX 200 & 211 DBI TYPE D INLET GRATE EL 17.7 S-2 FL EL 11.65f (EXISTING) BOTTOM ELEV. 9.65 STA. 649+35, 3.0' RT TYPE P-5 INLET E.O.P. EL 19.74 FL EL. 16.0 S BOTTOM ELEV. 14.0 F.0.0.T. INDEX 200 & 211 S-3 STA. 651+95, 3.0' RT TYPE P-5 INLET E.O.P. EL. 19.39 FL EL 15.5 NW BOTTOM ELEV. 13.5 \F.D.O.T. INDEX 200 & 211 NOTE: THIS IMPROVEMENT PLAN HAS BEEN PREPARED BASED ON ROADWAY PLANS PREPARED BY PALM BEACH COUNTY PROJECT No. 2009500 "JOG ROAD, SR710 TO NORTHLAKE BLVD." FINAL PLANS DATED 3/16/12. (ELEVATIONS SHOWN ARE N.G.V.D.29, CONVERSION FACTOR N.A.V.D.88 +1.5') STRIPING KEY A - 6' SOLID WHITE B - 8' SOLID WHITE C - 12' SOLID WHITE D - 18" SOLID WHITE E - 24' SOLID WHITE F - 6" SKIP WHITE TYP. (10'-30') G - 6' SKIP WHITE TYP. (6'-10') H - 6' SKIP WHITE TYP. (2'-4') 1 - 6" SOLID YELLOW J - 18" SOLID YELLOW K - 6' DOUBLE YELLOW L - 6- SKIP YELLOW TYP. (10'-30') M - 6' SKIP YELLOW TYP. (6'-10') N - 6" SKIP YELLOW TYP. (2'-4') P - R.P.M. BI-DIRECTIONAL AMBER/AMBER R - F.D.P. WHITE S - F.D.P. YELLOW T - R.P.M. BI-DIRECTIONAL WHITE/RED U - R.P.M. BI-DIRECTIONAL RED/YELLOW NOTES: 1.) ALL PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH PALM BEACH COUNTY TYPICAL DRAWING NO. T-P-10-001. 2.) ALL SIGNS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. DISCOVERY VILLAGE AT P.B.G. SECTION 22, TOWNSHIP 42S., RANGE 42E. SI ®ITS NIT°E CITY OF PALM BEACH GARDENS, FLORIDA e 1. REVISED PER P.B.G. D.R.C. COMMENTS, 8/15/13. s6m c wq-$" 20 m BeoceSFl®1 ,1 01.15611 we- s JOG ROAD IMPROVEMENTS REVISIONS DESIGN DR.awm c a® APPROVED DATE JOB NO. DRAWING No. SHEET aF R.P. R.S. 12-088 12088SO4 4 13 , Y:\AUTOChD_FB.ES\2012\12-088\1208&%1-3.Owg, 9/23/2013 1:29:22 PM, K!P 7700 Series EXISTING GROUND \/ / / j(MIN. MIN. 36' DEEP j APPROVED., ROOT / 11RIEUMR CENTERED% ON TREE / 5'-0', a REMAINING BACKFILL, BASE AND SURFACE MATERIAL TO BE PLACED i AND COMPACTED PER APPROPRIATE SPECIFICATIONS OR MINIMUM 98% PER AASHTO-T-180. 6' MAX. LIFTS, 90% DENSITY IS REQUIRED FOR NON -TRAFFIC AREAS OUTSIDE OF ROAD RsGHT OF WAYS.) (18' MIN. FOR LOCAL STREETS) IDENTIFICATION TAPE / (SEE NOTE 9) \/ IDENTIFICATION PAINT (SEE NOTE 11) \! GRANULAR BACKFlLL PLACED AND COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY, PER AASHTO-T-180, 2' MAX. SIZE \ \ \ \ \ \ \ \ \ \ \ 142% \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ MIN. / - - - BEDDING MATERIAL MINIMUM 98% COMPACTION. . -I .... ..... / PER A/SHTO-T-180. NOTES: 14' MIN. 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8'- 7//8' SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN -SITU AIATERIAIS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2 THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK AND DEBRIS. 5. DENSITY TESTS ARE TAKEN IN 1 FOOT LIFTS ABOVE THE PIPE AT INTERVALS OF 400' MAXIMUM, (MINIMUM 1 SET) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION AS PART OF THEIR FIELD REVIEW. 6. THE PER MITTEE/DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL TRENCH SAFETY LAWS AND REGULATIONS. 7. SEE SEPARATE DETAIL FOR PAVED AREAS (OPEN CUT FOR THOROUGHFARE AND NON -THOROUGHFARE ROADS). B. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN PERMIT/CONTRACT DOCUMENTS. 09. APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL. MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY,S RIGHT-OF-WAY. INSTALL TAPE 24' BELOW FINISHED GRADE. 10. ROOT BARRIER IS REQUIRED FOR APPROVED PIPE INSTALLATION CLOSER THAN 10 FEET FROM AN EXISTING TREE 11. CONTINUOUS 4' WIDE PAINT STRIPING IS REWIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY FORCE MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA. 12. PERMANENT ABOVE GROUND UTILITY MARKER SHALL BE INSTALLED IF REQUIRED BY PROPERTY OWNER GRANTING THE PIPE INSTALLATION PERMIT. TYPICAL NORO NCH DETAIL #SUHon T lure drev Sud_ RI - #Sw/acv TranaiuI, Mee Desch WIdM E E eaa • E ^' $ Slog. {2 "EI Q1 O IYa vmb W-0 Val n.12' w mN51NUCIlIXi PROCT9UR6 Th. bocMsl hr Me Rr.t ana Construction Notos: xowN naepv daN bs Pkcad 6' lay.n (cmmpvded Mkk- 1.) Bad4lndgManh.0 cmdet of k ML. Qn .r mamHal yam) me i M -' p or gndM qm Ik �'�{' sizing 1h m IODS M moaimum density aged m greoler eWe l ad.p oa aehWg. ee OMurNme by AASNIO T-q9. Un._. in -aft malaria6 wM oe muck. Debris M lary.r rocks Mvl be removed. �° f 2.) Repkmd bom maWial - -h 11 be 16' Are mMnate vndl pmida m um for thro Ware Nan made. Idmuom zvmPocmd fiN benmM 3.) Aaphal _,w0. paromeia lamm -E M M MwnMm of Me appea,, ueing m bankaly aaw.d and bu8 W ntaa. maMenkvl tenPo a11oNe for 4.) d.ve mate Hal (per road.ay pndumoa do'gn U'ia poT�a R"a mmpad�°n aeaneoraa) atoll ba placed n tope ana layvm , IPP'Im tv Ue matarlal pkwd as. par mth. and each I -I tMrvugny rolled or benevth Me MunMm N tM ppe 5.) . to the epeNtWtl daiuily. In ab 2 arry bWdkg rwpdnd 5.) a S I, transition ana (see done far leca5on). ThI 82 - M orwAace far a dfI, . W 50' on The cak h e- abmin a s.) . S of Ma apm ual antl fa v ful lane MdM. .HI-compocfed bstl aM RI I 1• s-3 ae W Mi ooneel. omr ty,' L I. Me idm of fM p aapndti. ooncrem Mh R0-70 D! ne Door a 0.10 ee b a poNt . I IbM Me G4-/5Q. YD. v or wb-gma. m.ema. ].> wpe .MI m plawtl m a err tmmM. GENERAL N_ A) M rose repelr w.rk anal) be pertormed In wnbnnance wlM appg=bi, F.D.D.T, Smndard spedflcaNam for mod arW bridge wnaWclion, and Me Ceedy PPMf0,. 36D6. B) D.neKy l.ab ah.. be mken In 1 E. 1- .1 w the pl, at infervala of 400 E, m.kmum (1 set Mnimum) or as aii.cted by tM eonabuegon wanlimfion d'rvialan. RewNs ahali be aub-d m c vbumon cocrElnmon dh W.I I. Pet of thMir R.d reviar_ C) Engineer of -Record .1 pmkde Rol-Bme Inep .. d.= 1M xMrety of u. Ipen . I,-,bagMnln9 witlf fM .,ca In and coMnu 0m 11 thI completion .( the Owing. D) R Me pwemera ie not canpkmy roemnd I.I IIR wy bloak,p tM open I" a ameoM hmporwy pp[eF (minknum 1.25' aapMl) shall be InslallM. propeM momMry tlw aria0nq gndn9 0l Lh nod.vy. The lemporory pviM shall ba .ik.ed b remain in place and W manmined (or o period rw .anger Mon 46 days. Tha county robdhI Me right m use poel.d ...My m w VMbI mry netomtbn nark Nat Me mt been campIIhM Ih B,. 45 day. perod. Alemogw mmporvry [Hoch Protection (.teal palm I, others) may I approved by Br avmWatien ceordsw5on diviakrz E) Th. 6m1 nets SN Me rood shall b. rmuAaeed far a Ml mn..IEU of tM - lanes anI-. by Me trench, wdh a N 10. yea of 50 FT. an each M. of tM N.nch, .iM a 1mv h oroa of 50 FI. on each eke of Ma bench (wM.y or mill/.deface aroo - 50 Ft. + french Mdth + 5D 1.). Bu8 mhda aro �u at Nee :Ides of M. Mays moos dtl0_IE Ma mul'vg wMaoa coupe k hm S-3. tin pavement Mal b...d.w .ith 1•r(ona . M) S-3 PMIL b. Cunt a n .r vctione AND eec _ aitlf an eimfirg v .- muroe of 5-3 aeDM1al Me Owe M ah.l b. milled and roaurfaoetl per .nab . nom 6. f) MPro.M PCCP malnagc lope ' ra-1-for all pipe. TM tope Mrdl h. kutapsd 24' bMor fN.ainMd g. DIP ConOnuoue 4 Md. P flR fa N .g is r«lu'rM far UP, .afar mains (blue)• eanhary ms (greeraden)• qrocWmed water mains jyurpb), qoa man. (yellow), or ae nqukae by tM M1Wc OPEN CUT DETAIL FOR THOROUGHFARE ROADS FRAME & COVER U.S. FOUNDRY 170 #5 O 6' O.C.EW. OR EQUAL 3/4" CHAMFER LO CONST. JOINT 5 PERMITTED `ay REINFORCING SHALL BE IN CENTER 1/3 OF WALL 14 BARS O 12- O.C.EW. DRAINAGE PIPE m CONST. JOINT do 4 BARS O TS PERMITTED 9 O.C.E.W. TAM.EE PLAN m SECTION STANDARD MANHOLE PAVERS (SEE NOT TO SCALE m PAVER SCHEDULE) .mod CHAMFER SS' 0 J'ACONCRETE BARS O O.C.E.W. PIPE /4 BARS O-/ PERMITTED" 92' O.C.E.W. SECTION TYPE DIMENSIONS INLET ^A• ^p^ C 2'-0' 1 3'-1" E STANDARD TYPE "C"&!E" INLET NOT TO SCALE 1' COARSE SAND BED E (GUNITE SAND/CONCRETE SCREENINGS). SUE 6" COMPACTED LIMEROCK -PAVER DETAIL 1/2' sie•ota LEs a �rcENTe $1GN Po31 3R•D0. rd auaFA�cE SURFA� m YPNGD P6/x ERMIT B III�II ONLY o N H slGN .so - TOW AWAY �1 1/2' 'A• lays E vaTwac II�, w ZONE & Fl E UP TO C td13' 0.00 SIGN BRACKET 25a. 02Z o F.S. 3/8.14 CHANNEL POST ELEVATION ELEVATION STEEL FLANGED CHANNEL POST NOTES. DETAILS STEEL SQUARE TUBE POST DETAILS I. ALL LETTERS ARE 1' SERIES 'C'. ISOMETRIC VIEW 2. TOP PORTION TO BE REFLECTORIZED = x Bul BLUE BACKGROUND WITH WHITE GENERAL SPECIFICATIONS: 3 REFLECTORIZED LEGEND AND BORDER. FIAT BLADE: ALCOA #86054.8063-T6 P110Y, 3. BOTTOM PORTION TO BE REFLECTORIZED ErCHED. DEGREASED WITH #1200 ALOONE FINISH • ^ FROM THROUGH LANE '4 WHITE BACKGROUND WITH BLACK WITH #38Tr GREEN HIGH INTENSITY BACKGROUND AND OPAQUE LEGEND AND BORDER. EQUAL DIMENSIONS - S" & 12' MIN. H. 24", 30', 36' AND 42' L TT i LEE34�S: NAME - 6' UP6.75�PERCASE WITH 4S' LOWERCASE & I--e'mtz �ZFROMFDGEOFSIGN ITHHANDI-.CAP SIGN DETAIL INTENSITY UPPERCASE VER) OR EQUAL -SUFFIX -RCASE IES 4.5'B' 43870 HIGH ATpp�� FSCPeAHISUsm TO FACE OF CURB P STEEL FLANGED CHANNEL POST 3 LBS. WHEx P05516tE Ii SHALL BEI'LACm NOT TO SCALE DST: 30'MAX LANE PER FOOT WffH OARED GREEN ALKYD OR GALVANIZED FROM THROUGH ATTHE=TIGN CURSED SECTION FINISH PER AS.T.M. -A-123 WITHOUT ANCHOR PLATES. UNCURBED SECTION SIGNAGE AND STRIPING TO BE CONSTRUCTED SQUARE POST PER FOOT INDEX 11860. BRACKETS SHALL BE ATTACHE) FIRMLY IN STANDARD IN ACCORDANCE WITH PALM BEACH COUNTY SQUARE TUBE OR U-CHANNEL POSTS Ry MEANS QF (2W TYPICAL STOP SIGN PLACEMENT ORDINANCE NO. 85-42 DIAMETER HEX HEAD BOLTS. STOP SIGN: RI-1 MUTCD - (HIGH INTENSITY) INLET AND MANHOI E NO LOCATION: ONE PER INTERSECTION AS INDICATED F�wrvxLv ON THE PLANS. _ 1. ALL EXPOSEDORNERS AND EDGES SHALL BE 9'POLICY.BLADES I"--�a'1a.ge4zba CHAMFERED 3/4 '. 9' BLPDES WITH 6' UPPER CASE WITH 4.5' LOWERCASE LETTERS FOR TWO LANE ROADS WITH A SPEED UMR UNDER 45 MPH -T Lagoon sr. 2-INLETS AND MANHOLES SHALL BE PRECAST I CLASS 'A' 3000 (t.S.i. CONCRETE. 12' BLADES WITH 9' UPPERCAE WRH 6.]5' LOWERCASE 9"nT 3. FRAMES AND GRATES SHALL BE CAST IRON AND LETTERS FOR: � I �1z IN ACCORDANCE WITH D.O.T. SPECIFICATIONS. -TWO RSE ROADS WITH POSTED SPEED UMII Ui, %4'------UUU---_t 4. REINFORCING STEEL SHALL CONFORM TO AS.T.M. o4LY ONE R MORE. BE USED (S S) or STREET NAME SIGN 615 GRADE 40. &INLET GRATES SHALL BE U.S. FOUNDRY DWG. INDICATING THE SIDE STREET NAME. OR EQUAL (USF 4155-6210 TYPE 'C', USF 6290 TYPE E-) TYPE 'E- GRATE CAST IN STREET NAME SIGN WITH STOP SIGN TWO SECTIONS. NOT TO SCALE 6. SHOP DRAWINGS SHALL HE SUBMITTED TO THE ENGINEER. 2N2'X2Y'X%' ALUMINUM ANGLES BOTH SIDES OF\ WEIR PLATE (WITH GROUT SEAL) 36" R.C.P. O - INV. ELEV. 13.5 (EAST) 36' R.C.P. O INV, ELEV. 13.5� (EAST) INTERLOCKING CONCRETE PAVER NOTES: 1. THE PAVERS TO BE PLACED ON A 1" LAYER OF COURSE SAND (GUNITE SAND/ CONCRETE SCREENINGS). THIS SAND MUST CONFORM TO AS.T.M. C 33; MASON SAND IS UNACCEPTABLE 2. INSTALL PAVER UNITS WITH JOINTS APPROXIMATELY 1/16 INCHES 3. WHERE REQUIRED, CUT PAVING STONES WITH AN APPROVED CUTTER TO FIT ACCURATELY, NEATLY AND WITHOUT DAMAGED EDGES. 4. FILL VOIDS IN JOINTS BY SWEEPING IN DRY MASONRY SAND. 5. TAMP PAVING STONES WITH MECHANICAL VIBRATOR UNIFORMLY LEVEL, TRUE TO GRADE AND FREE OF MOVEMENT. 6. HANDICAP PARKING SPACES AND ISLES TO RECEIVE FLAT/SMOOTH PAVER (NOT TUMBLED EDGE) PROVIDING A SMOOTH ADA SURFACE. STRIPING TO BE REFLECTIVE BLUE BRICK PAVERS. 7. ALL PARKING LOT STRIPING AND STOP BARS TO BE WITH REFLECTIVE WHITE BRICK PAVERS 8. VEHICLE USE AREAS TO HAVE 3-1/8" PAVERS AND PEDESTRIAN AREAS TO HAVE 2-3/8' PAVERS TYPICAL INTERLOCKING CONCRETE PAVERS NOT TO SCALE �V ALUMINUM WEIR PLATE �m -; • 36' R.C.P. O INV. ELEV. 13.5 (NORTH) s 1e' m 2.5• car B" 8" b Pavemenaf eymbosl in accaaa high arkin�g p ^cm hall Oro 5' nigh a Hite ' vlor. UNIVERSAL SY Idl FTP-22-06 / MBOL Sig OF ACCESSIBILITY PNbla sdewalk hNo /Ru pC.\ Nand FTP-22-O6-OB tl PLAN S. FOUNDRY 5130 mj L CURB & GUTTER INLET FRAME, III GRATE & HOOD (GRATE #6168) �t GRATE ELEV. 19.5 3-6' wnAe cnanw Equ.11y Spaced per =I 36' ; A14®C.S. TYPE 'IE" INLET NOT TO SCALE BR ELEV. 17.2 NOTES: 1. Dim iIm are m th. a.nt.,11- of markings. 36' R.C.P. O 2. CHIM. far pavement marking, only, not pubk sidewalk - ramp beation,. For Imp !,, tV.m refer to Diana. INV. ELEV. 13.5 3. Bhw pavement marking, Mhall be timed to match had. 15180 of Fede21 stahaardM 5951. (NORTH) 4. The FM-22-06 panel Mali b. mounted below Lhe FTP-21-06 sigh. PAVEMENT MARKING FOR PUBLIC INV. ELEV. 13.5 SIDEWALK CURB RAMPS TYPICAL PARKING SPACES PER F.D.O.T. STANDARD INDEX #17346 (SHEET 12 OF 14) NOT TO SCALE 35 3/4' ' l S, L / PLAN (4'. 5' OR 6' M.H.) NOT TO SCALE U.S. FOUNDRY 5130 CURB & GUTTER INLET FRAME, CURB & GUTTER INVERT & GRATE & HOOD GRATE ELEV. AS SHOWN (GRATE #6168) - ON PLAN SHEETS SECTION CURB & GUTTER INLET DETAILS NOT TO SCALE Y:\ALJTOfAD_FIL(S\2012\12-088\32088504-e.dw9, 9R3/2013 1:30:34 PM, KIP 7700 Series ;GENERAL NOTES: 1. NOTIFY ENGINEER OF IN -FIELD CONFLICTS OR DESIGN DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 2. EXISTING WATER, SEWER AND DRAINAGE SYSTEMS ARE REPRESENTED AS DASHED LINES AND SHALL BE VERIFIED BY CONTRACTOR. 3. CONTRACTOR SHALL PROTECT ALL UTILITIES AND PUBUC IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED DURING CONSTRUCTION AND SHALL REPAIR SAID DAMAGES AT HIS EXPENSE CONTRACTOR TO RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. 4. SUPPORT OR THE RELOCATION OF EXISTING STREET LIGHT POLES, POWER RAMP AND CURB OR TELEPHONE POLES, EXISTING UTILITIES, IRRIGATION SYSTEMS, SIDEWALKS, WALLS, ETC. NECESSARY FOR COMPLETION OF THIS WORK ARE THE DETECTABLE WARP RESPONSIBILITY OF THE CONTRACTOR AT HIS EXPENSE. PER F.D.O.T. STAI INDEX #304 5. INFORMATION SHOWN ON THESE DRAWINGS AS TO THE LOCATION OF 2' R.- EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT BE GUARANTEED. HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING UTILITIES. ALL 'AS -BUILT' INFORMATION INCLUDING LOCATION AND ELEVATION OF UTILITY STUB -OUTS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OR ORDERING OF STRUCTURES. NOTIFY ENGINEER OF DISCREPANCIES/CONFLICTS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS CONCERNING SIDEWALKS RAMPS, STRIPING AND SIGNAGE, LIGHTING AND ELECTRICAL CONDUIT, ETC. 7. 7HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLANS AND NOTIFY THE ENGINEER OF ANY DEVIATIONS PRIOR TO COMMENCING CONSTRUCTION. 8. SIDEWALKS TO BE FLUSH WITH YARD AREAS UNLESS OTHERWISE NOTED. RAMP AND 9. ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO FLORIDA DEPT. OF CURB DETECTABLE WAR TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PER F.D.O.T. ST CONSTRUCTION (LATEST EDITION) AND CITY OF PALM BEACH GARDENS INDEX #304 REQUIREMENTS. 2 R 10. GRADE ALL PAVEMENT AREAS TO CATCH BASINS. CONTRACTOR TO NOTIFY ENGINEER IF IN -FIELD CONDITIONS CHANGE, ARCHITECTURAL DETAILS WILL CREATE CONFLICTS WITH DRAINAGE DESIGN SHOWN, POTENTIAL EROSION PROBLEMS ARISE OR STANDING WATER OCCURS. 11. ALL ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.29 TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY BETSY LINDSAY. INC. (772) 286-5753. 12. ALL DRAINAGE PIPE SHOWN AS RCP SHALL 8E REINFORCED CONCRETE PIPE CUSS III, WALL 'B' AND CONFORMING TO FLORIDA DEFT. OF TRANSPORTATION SPECIFICATIONS. 13. CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT FOR THE REMOVAL OF STORM, SURFACE AND/OR SUBSURFACE WATER WHICH MAY ACCUMULATE IN THE EXCAVATION AREAS SO THAT IT WILL BE SUITABLY DRY FOR WORK _ REQUIRED. 14. NO OFF -SITE DISCHARGE FROM DEWATERING OPERATIONS SHALL BE z? - PERMITTED UNLESS THE CONTRACTOR SECURES WRITTEN PERMISSION FROM THE GOVERNING AUTHORITIES. )?< - N 15. ALL SUB -RASE UNDER ROADWAYS, PARKING LOTS, CURBS, ETC. SHALL BE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 PROCTOR 16. WHERE ENCOUNTERED, MUCK SHALL BE COMPLETELY REMOVED FROM PAVED AREAS 10 FEET BEYOND THE EDGE OF PAVEMENT EACH SIDE. N 17. CONTRACTOR TO PROVIDE TEST REPORTS FROM AN INDEPENDENT LABORATORY FOR PROCTORS AND DENSITIES ON BASE, SUBGRADE AND PIPE BACKFILL 18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PAVING AND DRAINAGE, WATER AND SEWER CONSTRUCTION RECORD INFORMATION TO THE ENGINEER 19. CONTRACTOR SHALL ARRANGE FOR THE ENGINEER TO OBSERVE A STORM SEWER AFTER GROUTING AND WHEN BACKFILL IS COMPLETED TO THE MIDPOINT OF THE PIPE B. STRINGUNING OF SUBGRADE. C. STRINGUNING/BOARDING OF BASE 20. THE CONTRACTOR SHALL FILL AND FINE GRADE ALL PLANTING AREAS, LEAVING THE FINISHED GRADE SMOOTH AND READY TO RECEIVE SOD OR OTHER PLANTING MATERIAL WHERE SOD IS DESIRED, THE FINISHED GRADES SHALL BE TWO (2) INCHES LOWER TO ALLOW FOR THICKNESS OF THE GRASS. SPECIAL ATTENTION SHALL BE GIVEN ALONG EDGE OF PAVEMENT AND SIDEWALKS SO AS NOT TO TRAP WATER (6' MIN.) 0.02 RAMP AND SIDEW) CURB DETECTABLE WARNING - PER F.D.O.T. STANDARD INDEX #304 2' R- (6' MIN.) 1/2' ISOLATION JOINT NSEALANT WARNING RAMP 36' V SHALL AI'TERNAI S" A//N. 2' LANDING HANDICAP RAMP DETAIL WE 23) TRANS RAMP WIDTH NOT TO SCALE (4' MIN.) HANDICAP RAMP DETAIL R 20) 6'X4Y" OR 6'X12" SIDEY2IALI( CURB NOT TO SCALE SIDEWALK (5' STD.) DETECTABLE WARNING U IL STRIP GRASS O PER F.D.O.T. STANDARD O. OR PAVT. (1' MIN.) oo INDEX ,304 LANDING (FLAT) o /. \2 0.02 SIDEWA4(4!MIN.) NINGANDARDtiHANDICAP SRO. TAY� RAMPDETAIL (CR LANDINGNOT 12) TO SCALE SIDEWALK � HANDICAP RAMP DETAIL R 211 SIDMATCH EWALKIWIDTH NOT TO SCALE RAMP & SIDEWALK CURB L6' MIN. 12- 2.f:_Mr DOME PATTERN DETECTABLE WARNING PER F.D.O.T. STANDARD INDEX �Try SHALL BE IN -LINE �304 QT 2' LANDING 2 R. DOME PATTERN b b b0 SHALL BE IN-UNE & IN THE DIRECTION o °o o°o -_o O O OF TRAVEL 0.9" MIN. 1.4' MAX. O O O O HANDICAP RAMP DETAIL (�CR 22) Al INTEGRAL DOME NOT TO SCALE PLAN TRUNCATED DOME NOTES: OTE: ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE 1. THESE ARE THE MINIMUM GENERAL REQUIREMENTS FOR PEDESTRIAN RAMPS. SURFACES THAT EXTEND THE FULL WIDTH OF THE SEE F.D.O.T. INDEX 304 FOR ADDITIONAL SIDEWALK CURB RAMP DETAILS. THE AND THE DIRECTION OF TRAVEL 24' IN PUBLIC R/W, 2. DETECTABLE WARNING SURFACE REQUIRED ON ALL H C RAMPS. DETECTABLE ON -SITE CURB. CONTRACTOR SHALL FROM THE BACKNSTALLATION. WARNING SHALL BE CONTRASTING IN COLOR WITH TRUNCATED DOMES AND SHALL ERIFY INSTALLATION. THE DETECTABLE WARNING SURFACE COMPLY WITH F.D.O.T. SPECS, HAVE A CONTRASTING COLOR (YELLOW OR APPROVED 3. THIS DETAIL MAY NOT ADDRESS ALL IN -FIELD CONDITIONS AND SCENARIOS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF CONFUCTS AND TO INSURE THAT ALL CONTRUCTION IS ADA COMPLIANT AND IN CURB RAMP DETECTABLE WARNING DETAIL CONFORMANCE WITH F.B.C. AND LOCAL GOVERNING AGENCY REQUIREMENTS. NOT TO SCALE TYPICAL HANDTCDAUAMP DETAILS NO 21. ANY SHELLROCK OR UMEROCK PAVING BASE INSTALLED WITHIN PLANTING 32' NO. 4 BAR PLACED AREAS SHALL BE REMOVED IN ITS ENTIRETY PRIOR TO PLACING PLANTER M ON PAVEMENT SIDE AREA FILL PAVEMENT 22. ALL SWALE. RIGHT OF WAY AREAS AND YARD AREAS SHALL BE GRADED AND SEEDED OR SODDED IN ACCORDANCE WITH GOVERNING AGENCY 6- 3' BASE STANDARDS. NO AREAS SHALL BE LEFT BARREN OR SUBJECT TO EROSION. 23. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO ALL OSHA RULES AND FLORIDA LAWS RELATED TO TRENCH SAFETY. 3000 P.S.I CONCRETE SUBGRADE 24. CONTRACTOR SHALL INSURE NO SEDIMENT OR DEBRIS LEAVES THE SITE DURING CONSTRUCTION IN ACCORDANCE WITH N.P.D.ES. REQUIREMENTS (SILT FENCE, HAY BALES OR SOD APRONS AT INLETS, WASH ROCK EXIT, ETC. MAY �T cp /v 3G� HEADER CURB BE REQUIRED TO MEET SAID REQUIREMENTS). CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION, IMPLEMENTATION AND CERTIFICATION NOT TO SCALE OF ALL NPDES POLLUTION PREVENTION RELATED MEASURES (i- RUNG OF AN N.O.I. POLLUTION PREVENTION PLAN MONITORING REPORTS, ETC.) 25. CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR PLANTING AND BERMING REQUIREMENTS AND NOTIFY ENGINEER OF ANY CONFLICTS WITH THIS PLAN. 26. ALL MATERIALS AND CONSTRUCTION WITHIN F.D.O.T. R/W SHALL BE IN 1/4" TOOLED JOINT 1.5' R. ACCORDANCE WITH THE LATEST F.D.O.T. DESIGN STANDARDS AND LATEST ` F.D.O.T. STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 27. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF F.D.O.T. DESIGN STANDARDS INDEX 611, 612, 613 & 660 AND THE CURRENT EDITION OF THE M.U.T.C.D. ` RAIIDLDAIL NOT TO SCALE 6' SEE PLAN (TYp) FOR WIDTH 4' THICK 500 P.S.I. MIN. CONCRETE BROOM FINISH WITH ¢¢ EVEN, DU S SURFACE.) (98R THICK CAASFLCTO. TUB8R0A)DE TYPICAL SIDEWALK DETAIL NOT TO SCALE 6' �2' TYP. 2-18- LG. ¥5 BAR #4 BAR ` NOTE: CONCRETE WHEEL STOPS REQUIRED ON ALL PARKING SPACES CONCRETE WHEEL TOPTOP NOT TO SCALE 3,000 P.s.l.�2' R. I ( CONCRETE /-3- R. Tom........,.._ ._.._ LONGITUDINAL LONGITUDINAL JOINT 12 JOINTWSEALANT [CURB 3Y TO NEAREST JOINT , 1/2' ISOLATION JOINT I NSEAIANT TMIN. TRANSVERSEJOINT V W 3Y TO NEAREST JOINT 1' MIN. 1 'ISOLATION JOIN WlSFALANT NSVERSE JOINT JOINTS AT INLETS N.T.S. TYPE 'CONTRACTION JOINT PREFERRED (TYPJ CONTROL JOINTS TYPE'B'ACCEPTABLE (ryP.) TYPE'D'BUTT JOINT WSEALANT MIN 35M PSI 28 DAY COMPRESSIVE STRENGTH CONCRETE SUBMIT MIX DESIGN PRIOR TO PLACEMENT. PREPARATION OF UNIFORM aG - S. SUBGRADE TO BE DONE IN n q �ACCORDANCE WITH RE COMMENDATIONS OF GEOTECHNICAL ENGINEER I I PORTLAND CEMENT CONCRETE PAVEMENT N.T.S. UNREINFORCED PAVEMENT TO BE CONSTRUCTED AND JOINTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND GUIDELINES OFACI330R48 TOOL WITH FILL WITH JOINT i$'RAD. SEALANT P.) p 2q^ 0 24^ 2 OR i 2"MIN TYPED' BUTT JOINT ISOLATION JOINT FOR PAVEMENTS LESS THAN 8' THICK D .• 24" 24" 2' MIN. 48 MIN. THICKENED EDGE N.T.S. N.T.S. 112" ISOLATION JOINT WSEALANT LONGITUDINAL TRANSVERSEJOINT' TRANSVERSE JOINT 'JOINT J 1'MI• 12"ISOLATION J JOINTS AT MANHOLE JOINTW/SEALANT N.T.S. 12' ISOLATION JOWL WSEALANT LONGTUDINAL JOINT CONCRETE PAVEMENT NOTES: 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER 2. REFERENCE ACI 33OR-08 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS 3. REFERENCE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. S. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESNNG MUST BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 6. IMPORTED SOIL USED FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1Jj' IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND_ ALTERNATE WILL BE TO USE FLOWABLE FILL. 7. LAY OUT CONTROL JOINTS BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT 8. KEEP ALL JOINTS CONTINUOUS 9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 4 TO 12 HOURS FROM TIME OF PLACEMENT; MAXIMUM SPACING SHALL BE 12 1/2 FEET APART 10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP BUTTTYPECONSTRUCTION JOINT 11B'-1l4'� D/4 TOOL WITH Iff RAD, p 24- 2 MIN. TDOL WITH ISOLATION JOINT VT RAD. FILLER(TYP. IF SIDEWALK JOINTS EQUAL AND ALIGN WITH PARKING LOT JOINTS; OTHERWISE USE 12' ISOLATION JOINT �i1 fmffmnmTYPE 'C•I' BUTT JOINT (CONSTRUCTION JOINij TYPE'A' UNDOWEA PD CON TRACTION (CONTROL) JOINT rtrs' IN LIEU OF THICKENING EDGES, OVERALL PAVEMENT STRUCTURE ISOLATION JOINT n.rs Y-0' 1-0' NTs. U THICKNESS MAY BE INCREASED AS FOLLOW. 6 INCHES OR LESS, ADD 0.5 INCH. MORE THAN 6INCHES, ISOLATION JOINT FOR PAVEMENTS LESS V-0' SLOEWAL.K/CURS NGITUDEAL JOIN ,SAWERSE DOORCONTPRERONOR LONGITUDINAL JOINT, SAWED OR PRE -MOLDED. DO ADD INCH. THAN 8'THICK "' NOT DOWEL PAVEMENTS LESS THAN r THICK CONCRETE PAVEMENT DETAILS AND SPECIFICATIONS NOT TO SCALE I/4"- R. NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE UP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. TYP CURB NOT TO SCALE T.. ti ., 2` R. I � 3/4" R. PAVEM 6. N .<_SUBGRADE--- 1 1 PEOT TO DURBSCALCE Y:\AUTOCAD_FILESVO12\12-088\1208SSO4-6.Awg, 9/23/2013 1:30:26 PM, KIP 7700 Selves - - 5' 1 6' 20' 12' 20' 6' 5' CONCRETE DRIVE LANE LANDSCAPE ISLAND DRIVE LANE CONCRETE SIDEWALK I SIDEWALK OF SWALE TYPE "D' CURB TYPE 'D" CURB CL OF SWALE I ELEV. VARIES ELEV. VARIES (19.8-20.6) (19.8-20.6) 2.0% MAX, 2.0% MAX. SUBGRADE SURFACE SURFACE SUBGRADE BASE DOCAL SECTION A -A BASE TYPE 'F' CURB &GUTTER SUBGRADE NOT TO SCALE SUBGRADE TYPE 'F" CURB & GUTTER NORTH R 25' VARIES 25' I DRIVE 1 CONSERVATION EASEMENT VARIES 7.5' 16' 72.5' 12.5 16' 5' VARIES® VARIES (15' MIN)® 1 SOD/FOUNDATION SDALK PARKING STALL PARKING STALL (10' MAX) PLANTING 25' 'D' 2.5 OF SWALE TYPE CURB -SEE PLANS FOR LOCATIONS AND I OVERHANG VARIES OVERHANG EXTENT OF FILL ENCROACHMENT INSIDE CONSERVATION EASEMENT (19.8-aos) 1 s.e 2 OX MAX -PLEASE REFER TO PLANS PREPARED 1 0% MIN I 1 0% MIN. 3�'Y BY EW CONSULTANTS,INC. FOR ENVIRONMENTAL MITIGATION PROPOSAL i SURFACE MATCH EXISTING DIES) �+® TYPICAL SECTION ® ®-® E (t16.2) NOT TO SCALE SUBGRADE NORTH R 25' VARIES 25' DRIVE CONSERVATION EASEMENI / VARIES SOD/FOUNDATION 7.5' CONCRETE 16' PARKING STALL 12.5' 1 125' 20.5' 5' VARIES- (10' MAX) VARIES (15' MIN)- PLANTING SIDEWALK PARKING STALL DISCOVERY VILLAGE ALF N 2.5' I �-� OF SWALE TYPE b" CURB 'SEE PLANS FOR LOCATIONS AND 1 F.F.E. 22.0 21.5t OVERHANG II/ ELEV. VIES (19.8-20.6) OF FILL INSIDE CON ERVA11ONROACHMENT EASEMENT 2 OX MAX. PREPARED `BY 1.OX MIN. ( 1.0% MIN. 3• EWE CONSULTANTS. INC. FOR ENVIRONMENTAL MITIGATION PROPOSAL ---------------------------------- ...:....... __. . SURFACE MATCH EXISTING TYPICAL SECTION C-C BASE i}E 64>ARIES) NOT TO SCALE SUBGRADE WEST R 26' 1 25' DRIVE CONSERVATION EASEMENT 1 VARIES 7.5' 16, 12.5' 12.5' 20.5' 5'1 VARIES 1 SOD/FOUNDATION CONCRETE PARKING STALL PARKING STALL I PLANTING SIDEWALK DISCOVERY VILLAGE ALF 2.5' I OF SWALE TYPE b" CURB j F.F.E. 22.0 21.St OVERHANG �rL VARIES 2.0% MAX. I (EULEV.19.8 (19.8-20.d) 1 1.0X MIN. ns MIN. 3'1 .... ' .,.. ��-SURFACE MATCH EXISTING (ELEV. VARIES) SE TYPICAL SECTION D-D SUBGRADE (t16.0) NOT TO SCALE EAST R 25' DRIVE VARIES 1 25' 12.5, 1 12.5' CONSERVATION EASEMENT 5' VARIESe I VARIES (15' MIN) - PAVEMENT SPECIFICATIONS: ONON-S�' T PAVEMENT: SURFACE - 42' A.C•S.C. TYPE S-3 (TWO LIFTS) BASE - 8' LIMEROCK OR CRUSHED CONCRETE, COMPACT TO 98% PER AAS.H.T.O. T-180 SUBGRADE - 12' COMPACTED SUBGRADE, COMPACT TO 98% PER AAS.H.T.O, T-180 OR CONCRETE PAVEMENT (ALTERNATIVFI, SURFACE - 6" THICK CONCRETE, 4,000 PSI MIN. 0 28 DAYS SUBGRADE - 12" COMPACTED SUBGRADE, COMPACT TO 98% PER A.A.S.H.T.O. T-180 (LBR 40) PALM BEACH COUNTY R/W: SURFACE - 1' TYPE S-3 (SURFACE COURSE) U4' TYPE S-1 (STRUCTURAL COURSE) TACK COAT ® 0.05 GAL/S.Y. AND RC-70 PRIME COAT 0 0.1 GAL/S.Y. SHALL BE PROVIDED FOR THE ASPHALTIC CONCRETE *BASE - 13X2' LIMEROCK, (6' MAX. LIFTS) COMPACT TO 98% PER AAS.H.T.O. T-180 (LBR 100 MIN.) SUBGRADE - 12" COMPACTED SUBGRADE, COMPACT TO 98% PER AAS.H.T.O. T-180 s8' ABC-3 ON 12' COMPACTED SUBGRADE (COMPACT TO 96% PER AAS.H.T.O. T-180) MAY BE USED IN LIEU OF 13V2" BASEROCK ON 12" COMPACTED SUBGRADE PAVEMENT SECTION STRUCTURAL NUMBER CALCULATION -A_„$p 12' PAVEMENT FCTION: SN=12 X0.06+8 X0.18+1.5"X0.44 SN-2.82 PAVER SN=10.06 WffiX' ENT SEC+ 6° TION:X 0.18 SN=1.8 NOTESi 1.) ALL PAVEMENT MARKINGS AND STRIPING, EXCLUDING PARKING STALLS, SHALL BE INSTALLED WITH THERMOPLASTIC MATERIALS. ALSO, PAVER BRICKS OF APPROPRIATE COLOR SHALL BE USED ON PAVER BRICK AREAS, IN LIEU OF PAINT OR THERMOPLASTIC MATERIAL 2.) ALL HANDICAP ACCESSIBLE RAMPS SHALL MEET ALL APPUCABLE LOCAL, REGIONAL AND STATE ACCESSIBILITY GUIDELINES AND REGULATIONS. ANY MODIFICATIONS SHALL BE APPROVED BY THE ENGINEER OF RECORD. 3.) DENSITY TESTS FOR TRENCHES SHALL BE TAKEN IN MAXIMUM ONE (1) FOOT LIFTS, MEASURED FROM THE TOP OF PIPE THE TESTS SHALL BE TAKEN, AT A MAXIMUM SPACING OF EVERY 300 FEET MEASURED FROM THE STRUCTURE, OR AT LEAST ONE TEST AT THE CENTER OF THE PIPE SEGMENT BETWEEN TWO STRUCTURES IF LESS THAN 300 FEET. TESTS SHALL ALSO BE TAKEN, ON ALTERNATING SIDES OF THE STRUCTURE WITH EACH UFT TESTED, THE TEST LOCATION AT THE STRUCTURE SHALL BE WITHIN FIVE (5) FEET OF THE STRUCTURE. THE LOCATION AND DEPTH OF I H I I BE CLEARLY INDICATED IN THE DESCRIPTION AREA ON THE TEST REPORT AND/OR ON A LOCATION MAP WHICH SHALL BE ATTACHED TO THE TEST REPORT, REQUIRED TESTING AT UTILITY STRUCTURES SHALL INCLUDE ALL MANHOLES, INLETS, VAULTS, OR VALVES WITHIN ANY PAVED AREA, INCLUDING PAVER AREAS. DISCOVERY VILLAGE ALF 2,5' F.F.E. 22.0 TYPE 'D' CURB SEE PLANS FOR LOCATIONS AND 1 FIRE LINE TO BUILDING SHALL BE DESIGNED, PERMITTED, INSTALLED 21.5t OVERHANG SWALE TINE EXTENT OF FILL ENCROACHMENT AND CERTIFIED BY A LICENSED FIRE SPRINKLER CONTRACTOR z.ox MAX. ELEV. VARIES INSIDE CONSERVATION EASEMENT i 1.0% MIN.a (19.5 - 20.4) PLEASE REFER TO PLANS PREPARED -� 3.1 BY EW CONSULTANTS, INC. FOR 1 .,.. ENVIRONMENTAL MITIGATION PROPO ENVI SA -20% MAX THROUGH HC PARKING STALL -------------------------- ------- 7� TYPICAL PICAL SECTION c CFACE MATCH IXIIES) -r f �E (FLEW. VARIES) NOT TO SCALE SUBGRADE WEST VARIES 2W CONSERVATION EASEMENT VAPoES 25' 5' VARIES" VARIES (15' MIN) SOD/FOUNDATION DRIVE LANE (10' MAX) _y PLANTING 1 DISCOVERY VILLAGE ALF 5' 12.5' 125' CONCRETE 'SEE PLANS FOR LOCATIONS AND I F.F.E. 22.0 SIDEWALK �2.RXMAX TYPE 'D CURB EXTENT OF FILL ENCROACHMENT 1 21.54 I OF SWALE � INSIDE CONSERVATION EASEMENT / 9.0X MIN 3,y 'PLEASE REFER TO PLANS PREPARED I BY DISCOVERY VILLAGE AT P. EW CONSULTANTS, INC. FOR ENVIRONMENTAL MITIGATION PROPOSAL L - SECTION 22, TOWNSHIP 425., RA _ ---------------------------------- [l.:R:EMSE.D:PER.tiG. s ®N� � 1T� CITY OF PALM BEACH GARDENS SURFACE MATCH EXISTING.«.,....,,,.«, D.R.C. COMMENTS 8/15/93. =�o. N>sz ° PAVING AND ® RAGE ®E. BASE TYPICAL SECTION E-E (ELF/ VARIES) ssm Issu ne->as SUBGRADE NOT TO SCALE REVISIONS R.P. R.S. 12 12088-088 2088SO7 Y:VLUTOC40_FILES\2012\12-088\IM8&%4-6.dwg, 9/23120131:30:21 PM, KIP 7700 files SOD/FOUNDATIONNG CONCRETE PARKING STALL DRIVE PARKING STALL PLANTISIDEWALK I DISCOVERY VILLAGE ALF 2.5' �ct OF SCALE F.F.E. 22.0 TYPE "D" CURB 21.7t OVERHANG t ELEV. VARIES 2.OR MAX (19.8-20.6) 1.OX MIN. __ __. I. MIN. J 1 N NPIr..®I QP(`Tl0Kl W—W OF SCALE Ir TYPE "D" ELEV. VAR ELEV 21.7 R MIN. I 1 DRIVE 12.5' 72.5' �rL OF SCALE TYPE "D" CURB 0", VARIES I 1.OR MIN. I 1.OS MIN. 60' I CONSERVATION EASEMENT I VARIES* VARIES (15' MIN)° 1 -I (10' MAX) °SEE PLANS FOR LOCATIONS AND I EXTENT OF FILL ENCROACHMENT I INSIDE CONSERVATION EASEMENT -PLEASE REFER TO PLANS PREPARED 1 3,1 BY EW CONSULTANTS, INC. FOR I ENVIRONMENTAL MITIGATON PROPO MATCH EXISTING (ELEV. VARIES) EAST A 25' CONSERVATION MATCH 2' 8' 2' 1 28' 3' 2' CONCRETE TRAVEL LANES 15' MEDIAN 2' 1 28' TRAVEL LANES 2' SIDEWALK (SOUTH BOUND) 4' 2' 11' (NORTH BOUND) I CONCR TURN LANE MEDIAN EXISTING TYPE "F" CURB ill �fLOF CONSTRUCTION (TO BE REMOVED) l SAWCUT & MATCH EXISTING ELEV. 19.62 ELEV. 19.68 TYPE "F'" CURB 19 9 PAVEMENT ELEV. 19.66 -_____ L ---- -------------ROL __--------_ ------- _ ---------- - ------ ----'---------- SURFACE - ---------J BASE SUBGRADE TYPICAL SECTION 1- STA. 647+00 R W SCALE-. 1 "=5' 2' 8' 2' 28' 3' 2' 15' 2' 1 28' 2' CONCRETE TRAVEL LANES MEDIAN TRAVEL LANES 11' 2 1 SIDEWALK (SOUTH BOUND) 19' (NORTH BOUND) ' (TO BE REMOVED) l NEW PAVEMENT EXISTING TYPE "F" CURB TURN LANE ND PAVEMENT EXISTING TYPE "F" CURB EXISTING TYPE "F" CURB (TO BE REMOVED) (TO BE REMOVED) d al (TO BE REMOVED) EXISTING TYPE "" CURB F(TO SAWCUT & MATCH EXISTING BE REMOVED) i PAVEMENT ELEV. SAWCUT MATCH EXISTING SAWCUT H EXISTING NT N& � SAWCUT & MATCH EXISTING PAVEMENT ELEV. - -"--TYPE - - - - - - - - - ---- -� 'F"CURB - - - - - - SURFACE _. BASE -SURFACE SUB GRADE ---------- - ---------- --------------- -- _ - _ ..................... ` BASE SUBGRADE SURFACE BAS TYPICAL SECTION J-J SUBGRADE STA. 649+00 SCALE 1 "=5' 2' 1 8' 2' 1 11' 28' 3. 11' 2' 1 4' 2' 1 28' 2' CONCRETE TURN LANE TRAVEL LANES TURN LANE CONCRETE TRAVEL LANES SIDEWALK (SOUTH BOUND) EXISTING TYPE "F" CURB MEDIAN (NORTH BOUND) (TO BE REMOVED) ( 15' MEDIAN EXISTING TYPE "F" CURB EXISTING TYPE "F" CURB SAWCUT &MATCH EXISTING al PAVEMENT ELEV. TYPE "F" CURB SAWCUT & MATCH EXISTING PAVEMENT ELEV. - - - - - - t_ - - - - - - - --SURFACE - ---- - _-_ L------ �\ BASE .. ;,----------- ------ SUBGRADE SURFACE TYPE "f' CURB ----------- ---� BASE SUBGRADE TYPICAL SECTION K-K STA. 650+40 $jjyjN SCALE: 1 *-5' 1 1 ............. .NT VARIES (15' MIN)- -SEE PLANS FOR LOCATIONS AND 1 EXTENT OF FILL ENCROACHMENT I INSIDE CONSERVATION EASEMENT -PLEASE REFER TO PLANS PREPARED BY EW CONSULTANTS, INC. FOR MITIGATION ENVIRONMENTAL PROPOSAL Y:\AUTOCA POLLUTION PREVENTION NOTES: 1.) THIS PLAN SHOULD BE USED AS A GUIDE, A COMPLETE STORMWATER POLLUTION PLAN SHOULD BE DEVELOPED TO MEET OR EXCEED F.D.E.P. REQUIREMENTS. 2.) CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO DIRT BE TRACKED OFF -SITE OR LEAVES THE SITE BY WIND, RUNOFF, OR OTHER MEANS. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL N.P.D.E.S. REQUIREMENTS INCLUDING FILING OF N.O.I., MONITORING REPORTS AND N.O.T. 4.) POLLUTION PREVENTION MEASURES SHAM. CONSIST OF, BUT NOT LIMITED TO, THE FOLLOWING: A CONSTRUCT WASHROCK PAD AT ALL POINTS EGRESS FOR WASHDOWN OF TRUCK TIRES. B. CONSTRUCT EROSION CONTROL FENCE AND/OR TURBIDITY SCREENS ALONG PROPERTY LINES AS NEEDED. C. NO AREA SHALL BE LEFT BARREN OR SUBJECT TO EROSION DURING CONSTRUCTION. SEEDING AND MULCHING IS REQUIRED FOR ANY AREAS ANTICIPATED TO BE BARREN DURING CONSTRUCTION FOR MORE THAN 15 DAYS. D. TURBIDITY BARRIERS TO BE UTILIZED AT PROJECT OUTFALL E. OTHER MEASURES AS DIRECTED BY THE ENGINEER OR PALM BEACH COUNTY. 5.) IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL POLLUTION PREVENTION REQUIREMENTS, FOR AFFECTED AREAS GREATER THAN 1 ACRE, COMPLIANCE SHALL INCLUDE (BUT IS NOT LIMITED TO) THE FOLLOWING: A PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN (S.W.P.P.P.) IN ACCORDANCE WITH THE D.E.P. "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" (D.E.P. DOCUMENT NO. 62-621.3OD(4)(A)) B. SUBMITTAL OF THE NOTICE OF INTENT (N.0.1.) TO THE D.EP. C. MAINTENANCE AND INSPECTION OF THE ELEMENTS OF THE S.W.P.P.P. D. MAINTENANCE OF RECORDS (INSPECTION REPORTS, N.D.], S.W.P.P.P., ETC.) E. SUBMITTAL OF THE NOME)OF TERMINATION TO THE D.E.P. AT THE CONCLUSION OF THE PROJECT s PROPOSED SILT FENCE REQUIRED DURING CONSTRUCTION ) ®® N.D.P.E.S./F.D.E.P. REGULATIONS FENCE I o' \ I dL v, \ SILT FENCE-J Ilm SILT FENCE & $ ITT I 4 - _ — I I f f J i i - -p PROPOSED BUILDING 138 BEDS ALF/MEMORY CARE F.F. ELEV. 22.0 PROPOSED SILT FENCE REQUIRED DURING CONSTRUCTION �ER, N.D.P.E.S./F.D.EP. REGULATIONS) NZ! Eii�■� ia►"ii�i7T==rS1�l�wii STEEL OR ... ��... NOTES,".. EXTRA STRENGTH FILTER FABRIC WOOD POST ,� NEEDED WITHOUT WIRE MESH SUPPORT 1.) THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). FOR ADDITIONAL STRENGTH 2.) THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH FILTER FABRIC MATERIAL CAN OF THE BARRIER TO AVOID THE USE OF JOINTS. BE ATTACHED TO A 6-INCH (MAX.) 3.) POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER _.. MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). �— -------�- FLOW WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST \...` �-- SPACING SHALL NOT EXCEEN 6 FEET (1.8 M). ----"— F!OW 4.) A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER SILT Fl SOW 5.) WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY -- -��— WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE 10 FT. MAX. SPACI WITH WIRE SUPPORT FENCE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6.) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE 9. REVISED PER S.EW.M.D. COMMENTS, 9/20/93. FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL SILT FEN E INSTALLATION DETAIL GROUND SURFACE. N.T.S. 7.) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. REVISIONS Y:IAUTOCAD-FILF�V012\I2-OB8dd2O88SO9.dwg, 9/23/2013 2:37:47 PM, KIP 7700 Sues GABLES AT NOR THLAKE P.B. M. PG 19! jPPlld �A01 COUNTYFLONIOAI raS L,RaC1,3� \3l TRACT B �I � �/RCEL SECTION 22, TOWNSHIP 42S., RANGE 42E. LOCATION MAP NOT TO SCALE IN 30 15 60 SCALE IN FEET 1 "Q30, LMEN SILT FENCE WASH ROCK T FENCE 48 HOURS BEFORE DIGGING e/rOw " P" SI54CH " W01W rmvr S.. LUCIE L � �N CIXINI 1-800-432-4770 SUNSNWE STAY I LILL r ^ UNDERGROUND UIIWER \ N07RCROUN CENTER ® e e G �° gggg , g g STORM DRAIN MANHOLEgg RIM EL-19.09 OV. 1 g% TEMPORA 19%RI1 ® gg MANHOLE SET 5/8" W P A RETIE /TITAN. PT. LB 6852" 20�`O 18.062' o 5R g g c EL (8' PVC)A19' 4'�' ®NOE gg DISCOVERY VILLAGE AT P.B.G. SECTION 22, TOWNSHIP 42S., RANGE 42E. CITY OF PALM BEACH GARDENS, FLORIDA fl. I,' ;a`(ss,) . POLLUTION PREVENTION PLAN DESIGN PRAWN CHELN® APPROVED DATE ,WB N0. DRAWING N0. SHEET OF R.P. R.S. 12-088 12068509 9 i 3 , \ \ T'E \ \ T _ J % i s RIK g� NE STANDARD WATER AND SEWER SEPARATION STATEMENT 1. NEW OR RELOCATED UNDERGROUND WATER MAINS WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART / III OF CHAPTER 62-610, FAC.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY / 1 TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT /� I LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST' SIX INCHES ABOVE THE TOP OF THE � � // / �� -45 BE / ____________ _____________________ SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET ®s _ /� BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE / o'�G/ /� // OF ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY k b SEWER, WASTEWATER FORCE MAIN OR PIPELINE CONVEYING • • ® __ 8"-90' BEND RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 12' U.E. 62-610, FAC.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN 10------------------- --------- __ _______ ------- FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE � / � :. �-��''�""'r a �% / L ---- _____ I 1 I TREATMENT AND DISPOSAL SYSTEM." 2. NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE •Q •Q IT I II SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE ® / 6" G.V. #10 AND F.H. #5 c, r . •. :_�'�- I, ( I THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE ` \ OTHER PIPELINE; NEW OR RELOCATED UNDERGROUND WATER MAINS r F1 I I \ THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER STORMWATER FORCE MAINS, OR PIPELINE / SEPARATION 8' P.V.C.W W.M. �•7 tt \ CONVEYING RECr ®�� WATER WILL LAID (36' MIN. COVER-TYP.® I BE SO THE OUTSIDE OF THE WATER MNN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. / 3. AT THE UTILITY CROSSINGS, ONE FULL LENGTH OF WATER V I MAIN WILL BE CENTERED ABOVE OR BELOW THE OTHERS MI 7010MI N. ' I PIPELINE SO THE WATERMAIN JOINTS WILL BE AS FAR AS �� . I POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY \\ L L / SEWERS. STORM SEWERS, STORMWATER FORCE MAINS OR I I _______ PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER 8' P.V.C. W.M. I I PART III OF CHAPTER 62-610, FAC., AND AT LEAST SIX FE FROM THE JOINTS IN ALL GRAVITY OR PRESSURE TYPE - - ( 36" MIN. bOVER-TYP. -� .`.I, I I I , SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 1 L -:'4•'.`' I I OF CHAPTER 62-610, PAC. \ 6' G.V. #7 AND F.H. $2 REDUCER � S.P. O1 f . I 6U.E121'. 22-1 2'BEN POTABLE WATER MAIN COLOR CODING �8 pvc. REQUIREMENT 8 MIN. ALL WATER MAIN DUCTILE IRON PIPE AND PIPE FITTINGS SHALL (36" BE PAINTED WITH A 4" WIDE CONTINUOUS BLUE LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE APPROVED PAINT: INDURON, AQUANAUT 5082 ALASKAN BLUE (ONE COAT, 3 MILS DRY FILM THICKNESS APPLIED WITH Yt' NAP MEDIUM ROLLER) ALL WATER MAINS SHALL BE MARKED WITH ONE CONTINUOUS STRIP OF 8" WIDE MAGNETIC BLUE CODED TAPE IMPRINTED WITH TWO (2) INCH HIGH LETTERING READING 'CAUTION - POTABLE WATER LINE BURIED BELOW", AND LOCATED APPROXIMATELY TWELVE (12) INCHES ABOVE THE CROWN OF THE PIPE, THE WORKING SHALL OCCUR EVERY THREE (3) FEET. 1.) CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY CONFUCTS. 2.) FIRE LINE TO BUILDING TO BE DESIGNED, PERMITTED, INSTALLED AND CERTIFIED BY LICENSED FIRE SPRINKLER CONTRACTOR. 3.) CONTRACTOR SHALL RESTORE ALL RIGHT OF WAY AND EASEMENT AREAS DISTURBED DURING CONSTRUCTION TO EXISTING OR BETTER CONDITIONS. 4.) CONTRACTOR SHALL ADJUST ALL EXISTING VALVE BOXES, CLEAN -OUTS, MANHOLES, FIRE -HYDRANTS, BACKFLOW PREVENTERS AND OTHER WATER & WASTEWATER SYSTEM ELEMENTS TO PROPOSED FINISHED GRADE ELEVATION AS REQUIRED. 10. 6" D.I.P. FIRE STAND P 4" SERVICE TO BLDG_ 8'-22-1/Y BENC \ ` \ 8'-45' BEN _'El'x6' TEE. 6' CHECK VALVE PROPOSED BUILDING 138 BEDS ALF/MEMORY CARE F.F. ELEV. 22.0 f SEE PLUMBING PLANS FOR CONTINUATION 1W0 (2) 1,250 GAL GREASE TRAPS SEE PLUMBING PLANS FOR CONTINUATION C.O. x6 TEE, 6 G.V. 5 / AND F.H. 1 '---- -'-- ` --L`i _ _ 8-22-1/T BEND;, .. � I" I G.v. f9 AND F.H. , I R . • cll• 4'ii'! "mac • •�IINii1IIII1 • i:;�:?;<: i%�i B"-45' 7. #8 AND F.H. VNIM I I •. a0 7,1,1,1,1,1,.1 IIINo. ..�-... P.V.C. W.M. J acrnrtnu�n �...8-22-1 7 BEND• BOT. OF 8' D.LP. W.M. 16.6 \ _ ®� ®® / 36' MIN. COVER-TYP. 8"-1125 BEND - r TOP OF 15 R.C.P. 15.9 8"-45' BEN �. �... 17.0 _ ' 1 ® BOT. OF BpD.I.P. W.M: \ �...�...F�S...R R.C.P. TOP OF 75" R.C.P. 15.8 � -- ��.. _ __TEE, 8' G.V. �1's 3 & 4 NOTE: �.. LP U.E. . --8" O.I.P. .M.. WATER DISTRIBUTION LINES AND WASTEWATER COLLECTION (36' MIN. COVER-TYP. / �... SYSTEM OUTSIDE OF S.UA.U.E. ARE PRIVATELY OWNED \ a'-45 BEND AND MAINTAINED. CONNECT�O-ECISTING 8' P.V.C. W.M. STUB -OUT WITH 6"-45 BEND & 8" G.V. #1 EXISTING GATE VALVE - EXISTING 8" W.M 48 HOURS BEFORE D/GG//VG BR .W . P" BEACH . /~ MVEF ST. UR'/E . euRnN c Nga 1-800_-7 2-4770 SIM5N/NE STALE I — UNDERGROUND UTIL/DES NOT/F7Cg770N CENTER Y., 6 I NE ek 12 SECTION 22, TOWNSHIP 42S., RANGE 42E. I LOCATION MAP NOT TO SCALE N 30 15 60 SCALE IN FEET 1"-30, SINGLE SEWER_ SERVICE W/ CLEAN -OUT SANITARY SEWER LINE & MANHOLE FIRE HYDRANT W/ GATE VALVE �® WATER SERVICE, WATER METER & R.P.Z. —- WATER MAIN & GATE VALVE —mt GATE VALVE & D.D.C.V ASSEMBLY SAWCUT, REMOVE, & REPLACE EXISTING CONCRETE, ASPHALT, CURB, ETC. r' W.M. 15.9 12.37 EI \ ` BEND � \ 8' D.I.. W.M. 10' P.V.C. 14 OT. OF 30" R.C.P. 13.43 3P OF 8' P.V.C. SAN. 12.26 3�,D.D.C.V. ASSEMBLY & 8' G.V, #2 WU.A. POINT OF SERVICE END OF S.UAU.E.) �, DOMESTIC WATER METER I ,4' R.P.Z. (4' SERVICE LINE TO BUILDING BY PLUMBER) \\ "._W P.V.C. O 0.42% � 11.19/ P.V.C. O 0.42% /i ND SERVICE LINE s yy (SEE ELECTRICAL PLANS y yyy FOR DETAILS) /yy/ / STORM DRAIN MANHOL yy yi® RIM EL.=19.09', �V. 1 y1/ y RE EXISTING A bjl AND CS? 0 INVERT 10.9 (CONSTRUCT OUTSIDE DROP) y. TEMPORAK 66NCHMARK� \MANHOLE SET 5/8" IRC PIP yy �Nl RETE %IRON. PT. LB 6852" ®� =19.09' gEL-18.062 EL. (8. PVC),S. 9 yj '®NoeP yy J.E. (S.UA, POINT OF SERVICE) Y:MMC4D_FIlESt2012\12-06MI2088509.dwg, 9/23/2013 2:38:14 PM, KIP 7700 Series STANDARD WATER, RECIAMED WATER AND SOWER SEPARATION STATEMENT 1, BTORM SEWER, GWVTTY WASTEWATER FORCE MANS AND RECUMED WATER MANS CROBSNC UNDER PoTABIE WATER MANS SHALL BE LAD TO PRONOE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE OUTSIDE OF THE WATER MAN AND THE CROWN OF THE LOWER PIPE WHERE THIS MINIMUM SEPARATON CANNOT BE MANTNNED BETWEEN GRAVITY SEWER OR STORM SEWER, THE CROSSING SOUL BE ARRANGED SO THAT TIE STORM/GRIM SEWER PIPE JOINTS AND PCTASIE WATER MAN JOMS ARE EQUIDISTANT FROM THE PONT OF CRDSSNO WITH NO LESS TWIN SIX (6) FEET BETWEEN ANY TWO JOINTS, BOAR PIPES SRUL ABE D.II AND THE MINIMUM VERTICIL SEPARATION SCULL BE SIXCHES, % (8) INWHERE MERE 6 NO ALIERNATNE 10 STURN/WASRYIATEN/FOPCE MAN/RELWMED WATER !.WINS CROSSING OJEN A POTARIE WATER MAN, THE CRRERM FOR MINIMUM TWELVE (12) INCH VEi01G1 SEPARATION BETWEEN UNES AND JOINT ARRANGEMENT, AS STATED ABODE SRNLL REOUIRS,, AND BOAR PIPE SHP11 BE O.I.P. NRESFECiNE OF SEPARATON, IN ALL OF ME ABODE CASES D.IP. IS NOT REOU ED FOR STORM SEWER RPE 2, FORCE MANS CROSSNG RECWMED WATER MANS OR STORM SEWER SNAU- BE LAB TO PROWE A MINIMUM VERTICAL DISTANCE OF TWELVE ( 2) INCHES BETWEEN THE OUTSIDE OF ME FORCE MAN AND THE of- OF ME RECWMED WATER MAIN OR STORM SEWER AND THE REGAMEO WATER MAIN SI CROSS OVER THE FORCE MAN. 3, AT THE UTUTY CROSSING DESCRIBED IN RBMS 1 AND 2 ABODE ONE NLL LENGTH OF DA- IRON WATER MAN PIPE SCULL BE CENTERED SO THE WATER MAIN JOINTS WELL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE JOINTS WHERE 5 S IS NOT POSSIBLE, JOINTS SRWL BEAT (EAST THREE (3) FEET FROM STORM SEWERS AND SIX (6) FEETFROM CRANNY EWER MAINS, FORCE MAINS AND RECWMED WATER MANS, 4. 'EW'ER SERNCE UTSAUS SRA.I, CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATNN OF TWELVE (12) INCHES. IF tY VERTICAL SEPARATION CANNOT BE MANTANED. THEN THE WATER MAN SHALL BE O.I.P. AND THE SEWER SEMICE LITERAL S- BE C-9Do MR 18 OR BETTER AND THE MINIMUM SEPARATOV SHAH BE SIX (6) INCHES. WHEN R IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERME UTBU•L A MINIMUM VERTICAL SEPARATION OF AT LEAST TWELVE (1 2) INCHES MUST BE MANINNED, THE WATER NNN SHALL BE OLP. AND THE SEWER LITERAL SCULL BE C-9W SOR 18 OR BETTER 5. MAINTAIN NININUM TEN (10) FEET HORIZONTAL DISTANCE 8MODi MEARLE WATER MAIN OR FORCE NAR RECWMED WATER MAN, STORM SEWER OR GRAVITY SMOR MAIN OR ON SITE SEWAGE DISPOSA SYSTEMS. ADCOIONAL SEPARAT.CN !MY BE RETUNED AS OUTUNED N SECTION U OF SW B X BARDS, Water and Sewer and SEACOAST UTILITY AUTHORITY MG-N25, 2111 CONSTRUCTION STANDARDS AND DETAILS PUSH ON JOINT PIPE RESTRAINT REQUIREMENTS AT FITTINGS, VALVES AND DEAD ENDS MMMUM IENOTH OF PUSH ON JOINT PIPE WTM SPECIAL R-KIND GASKETS MOM: (PLEASE REFER TO WRITTEN SPECIMATKNS MR ADDITIONAL REQUIREMENTS) I. A11 BURIED PRESSURE MARS SHAL INCLUDE A REBTRNNED ,DIM SSIEM. THE CONTRACTOR SHALL USE A DUCTILE IRON RESTRAINING SYSTEM AS MWIIFALTURID BY EBM IRON, IMF (MECxUG) OR APPIIOMED S,TTT FOR ALL -MAN LL OMT FITTINGS AND -IN. CASKETS FOR PUSN-ON JGM RPE 2, RESIRAJ.1. LENGTHS SHOYM ARE ME MINIMUM LENGTH RECURS, BASED ON A TEST PRESSURE BF 150 P.-S. WITH A MINIMUM COVER OF W. S. THRUST BLOCKS IN ADONON TO TFE ABOVE GURRNED RESRUNMS, SEAL A1SO BE REWIRED AT ALL RE -INS 1p E%6ING U65, ALL TIPPING TEES ON EX-W LINES, AL NEW MDRANTS, AL ARWE-GROUND ASSEMBLIES 3" AND URGER MD MAINS GREATER THAN 12" IN DIAMflW, 4. IF IENUTH BEWlE➢N MECN MCAL JOINT FTT NGS AND/OR VALVES IS LEM THAN ME MINIMUM LENDMS SHOWN IN THIS TABLE, THE CONTRACTOR SNARL RESIIWN THE ENTIRE LENGOL IR APPRD.m: SEACOAST UTILITY AUTHORITY MGy zo1T CONSTRUCTION STANDARDS AND DETAEM LS DUNG N> zs, NOTES: (PLR SE REFER TO WUTTFN SPECSIG. FOR f.BODIONA F-REMENR) 1. M6 MBHOD SHAL BE COMPLIED WITH WNEN CONNECTING M AN EXISTRNO WATER MAK (ONE THAT HAS ALPFOT BEEN BACTEAN DOKAJIY GEARED OR IS IN USE) WHETHERVALVE BY TEE AND E OR M NWDDN CONNOF A PWED CDSTAB CUT WRH AN EJSIINC GTE VALVE 2- THESE RECIRENENR ARE BASED ON FAIM BEACH COUNTY HE ITN BEPARIMENF REQUREMENSS. S WMEN A TAPPING TEE AND VALVE 6 NSIALLED, A PPF591RE/IFANACE IEOT SHN1 BE PERFORMED ON ME ASSEMBLY N THE PRESENCE OF AN AUTK RUED SUA flEPPFSEMATWE PRIOR TO PERFORMEC ME ACTU.1L TAP, 4. ALL TAPS ON PIPE SIX (6) INCH IN DWMETER MD URGER SNAU. BE NBTPll£O ATTKE CENTER/MIDDLE OF A IENGM OF PIPE 5. OWN,E -LNG PERMITS PHYSICA CNRECTICN TO AN EXISTING WATER MAN WHEN USED IN WNJUNCRGN WITH A BYPASS UNE. 6. A 2" BYPASS UNE (MAXIMUM) SHALL BE INSIMLEO AS SNCWN BELOW PRIOR TO CANNON FLUSiNG. >. THE 2" TEE SI- BE USED FOR FEEDING CHLORINE SIXUTCW AND FOR ATMIDSPHERIC VENT WRING PRESSURE/UF GE TE51S B. UNDER NO CIRCUMSTANCES SHALL VALVE BE OPERATED WIMG? AN AUTHORIZED SUA REPRESEW,,- PRESENT. 9. ALL WATER MAINS SNAU- BE FILLED WITH WATER MILIZING JUMPER METER AND MEN BE THOROUGHLY CANNON FLUSHED N ACCORDANCE WITH SEACOAST SPECIFICATIONS PRIOR TO FRESAIRE/UFKACE TESTND. THE PROCEDURE SHALL BE DONE ONLY IN THE PRESENCE OF AN AURH0.4A'D SUA REPFFSFl1-- FIXIDMNG MARL CANNON RUSHING. ALL WATER FOR PRESSURE/LEAKAGE TEST NO MID BAGENIOLOGCAL CIF RANCES MUST BE DRAWN FROM ME BYPASS UNE WITH METER AND REDUCED PRESSURE BA 1. PRLY4NTER IN PUCE THE 2" IN. WATER METER SNAIL BE PROMDED BY SW UPON APPUGTION BY BARER THE CONDUCTOR OR DEVELOPER. ALL WATER USED THE WNSTRUCIION OF THE WATER AND SEWER WINS SHALL BE PAID FOR BY ME ARWE PARTIES PRIOR TD AM SERNCE BEING PROADEO. NETT% BALL V- REDUCED PRESSURE BA I- PRE-R AND TEE SHALL INSTPUED AT LRAM 18• ABOVE EB9RNG GRADE SUPPORTED, AND PROTECTED FROM BAL4WANT T DAMACE SNAU- BE APPUCANTS RESPONSIBIUTY AND SNAU. BE CNAMED ACCORDINGLY. 1. EXCEPT BURINO CANNON FUMKNG -ES SNAU- MDT BE IBA C000DAL CLEARANCE CERTIFICATION BY ME ENGINEER OFEDRFYDRDED DREL£/SE FROM ML AFTER AN E PON11 BFACN �UNIY LUEANACEEPLl�11 DEPNNMEM AND APPRWN. BY SUA 12. DISNMOTION AND BACTEMOLCCICAL CLEATVNCES £ COMPLY WITH CURRENT ANNA PROCEDURES, PALM BEACH COUNTY HEALTH DEPARTMENT, AND RORM MPARMEM OF EIMRONNEMM PROTECTION REQUIREMENTS - 1. STOP WITH AWWA TNFA➢S FEMALE) POLYETHYLENE TUBE C.T.S. -2" HALL VALVE LOCKING WINGS T' WATER METER (SEE NOTE 10) Y REDUCED PRESSURE BACKFLOW' PREVENTUt -Y �Y CORP. STOP wTM AWWA MRUDS TE --2' OWRIP STRAP TAPRRL SADDUE I- ED MAN Y DOLBt£ STRAP TAPPING SIDDLE DWBIE VALVE (AIM S-0• SEPARATION) Tapping and Main Clearing Procedure OME .PPRD,m: SEACOAST UTILITY AUTHORITY MGy 25, 2011 CONSTRUCTION STANDARDS AND DETAILS DUNG 4:il A All CROSS WffH PLUG TIM y_Y_YE BEND j5 REBAR MIN. 2 READ. TRENCH UHDISNIEED REND TO FR a PNNF WIDTH SOIL WITH 2 OATS ASSIBMN6TC PANT BEFORE ASSEMBLY ' l., • .:4 8• MIN. CONCRETE 12" MIN. THICKNESS a DEADMAN TYPICAL SECTION Al THRUST BLOCKS SHAL BE FORMED. TKS AD FORSIWl ES INSPECTED BY SUA p- TO THE PORING OF CONCRETE AND Stall ALSO BE INSPECTED BY SG PRIOR TD C-P- INC. TYPICAL LOCATIONS WHICH REQUIRE CONCRETE REACTIONS DITRMT) BLOCNS, FOR PRESSURE MANS FOUR INCHES (4j AND GREATER CONCRETE SHM-L NAVE 2MB P.SL MINIMUM STRENGTH AT TWENTY BUNT (20) DAYS AND BEAR ACNNST UNDISTURBED STABLE SORB, AREA OF CONTACT SMA, BE GOVERNED SY PIPE SIZE MAXIMUM PRESSURE IN RPE AND BEARING CAPACTY OF SOIL PROTECT FITTINGS BOLTS, ETC. W COVERING WON MSOUNE OR OTHER -a a NATERIPL CONCRETE SHALL BE A MINIMUM OF TWELVE INCHES (12D THICK. (PLEASE REFER TO WRITTEN SPECIFlCARONS FOR ADDITIONAL REQUIREMENTS) •ME ENGINEER OF RECORD SHAL CACUUIE TIE SQE OF THE DEADMAN REWIRED AS WELL AS ANY INSTP11 W WK. 6 NOT COVERED BY ME ABOVE. Thrust Blocks SEACOAST UTILITY AUTHORITY MTOMDy 250-2011 CONSTRUCTION STANDARDS AND DETAILS xa 9 MRDBT BLACK TH PIPE saL BEARING AREA REQUIRED plpE RUST BLOCK SOIL BRAIDING AREA REQUIRED REMARKS a" zD S. Fr. 30.0 sa T. VAUES ARE FOR 90' BEND, BUSED WI 2000 P.S.I. LOAD AND RPE PRESSURE OF 150 P5.1. PANS 33a SAFETY FACTOR FOR DARER SDIIS AND PRESSlNES. 6' l0 SO- FT. J7.0 $0. FT. W. FT. 33.0 SQ. R. 10• 12• 10.0 B0. FT. 16.09S0 V27' 60.0 SaOFARINC 50. FT. 14•1B.osD.FE 121.D sD. Fr. 1E, 24.0 S0. FT. (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADORIONA gS,UREMENR) EXISTING GROUND F OF PIPE gwQ PIPE O.D. + 24' ON z� 12" 12• ��'u) �L u-L---T � MATERVL IN R. UF5 WADFANi TOBE SHAPED TO RECEN£ PIPE DEL. PAID BARREL l �� o IXGVATON SIDE SLOPE SHORING, RFC. SMALL CONFORM TO OSHA STANDARDS. COMPACT TRENCH - BACKFlLL TO 98a OF MAXIMUM DENSITY N ACWRGNCE WTM PA9HTO T-180. DENSITY I - SHALL BE TAKEN AT 12' UFIB EVERT 100' M PUBLIC a4 RIGNT-OF-WAY AND 200' IN EASEMENTS CONTRACTOR SHALL T I11 TIMES COMPLY WFTX THE REQUIREMENTS OF ME F1.ORIG TRENCH SAFETY ACT. Standard Trenching Procedure k", RONm.SEACOASTUTILITYAUTHORITY25, 2011 CONSTRUCTION STANDARDS AND DETAILS "^4 a a 4 WINE MESH ^•'.•'•'''i: 'LV'ATER' TO BE CAST IN COVER WHEN I6E0 _ ?Jlt'i "SEWER" ON WATER MAN, WHEN USED ONECW-_ FORCE NATO OR •RMED" WHEN USED ON RECWNS, WATER NAME ��U V , CO11.43 / 8, MICA FINISH GRADE � TOP OF PAVI:MINF 1 VMKa BO ($CREW TYPE) ARtE � VALVE BO% SHALL NOT TPANSNR TRAFRc LOADS ro vALWE� SUA APPROVED VKVE R VAPoES NOTES (PURSE RFFBt TU WfMFF21 SFEGFMADONS FOR ADDITIONAL REQUIRENEHIS) 1. CONCRETE DJIIAR MAY NOT BE REWIRED IN PAVED AREAS IF PAVEUENT SURFACE 6 FlN6HED PPBq TO RNA INSPECTION PAID VMVE 80% LD 6 T FINISHED GRADE Z. WHEN NAVE IS DEEPER ifMN 4B" AN EXTENSION Wfl1 BE REQUIRED TO BRNC OPERATING NUT TO 24' C FNL9FED CPME, J. 1W0 OF ME fOILOWING FORMS OF RESTRAINT SNP11 BE USED WHEN PPE 6 GREATER 1NMN 12'. A) APPROMEO MECNANCA JGM RESTRAINT (ie. MECILLUC) B) DE RODS AND NUTS FD114L IN DK TO TEE BOLTS PAID NUTS. COATED WITH KOP-OAT 300-M OR APPROVED fQUA. Typical Under round Valve Installation SEACOAST UTILITY AUTHORITY -MGy zs, zo11 CONSTRUCTION STANDARDS AND DETAILS ND "^ to TRENCH N BE 9ACKFRLED IN 12' MAX. L6T5 COMPACTED Tp 98a Of MAXIMUM DENSITY PER AASHI[1 T-100. WIDTH (0)+ a' (MIN) PER MSIRO T-180. PIN Ulif"ACE RFPVCEMEM FDOi SPECIFlGDON£ AC MUS T BE ACCORDING TO REOUIRENENR. 3 O�1/4 DIAMETER TARS ARG IXGVAIS, BY HAND N01££ (PLFAE REFER M WRITTEN SPECIFICATIONS FOR AODRIOWN, REOUIREIAENiS) 1. REPLACED BA$E WIEiRWL OVER DITCH SHA1 BE iWIGE ME THICKNESS OF ME ORIGINAL BASE 2. BASE MATERIAL $CULL BE PULED IN A MINIMUM OF 2 L615 AND THOROUGHLY ROLLED OR TAMPED 10 98a Of MAXMUAF DENSITY PER AASHTO T-100. 3. ASPHALT CONCRETE PgVENEM JGNIS SI W1 BE MECHANH'ALLY SAWED. b. SURFACE MATERIAL SHALL BE CONSISTENT WITH IX6RNC $VPFACE WTIH ARPH4LT A MINION OP 2" THIC, S. A MINIMUM OF TWO DUNSTIY iE$1$ BOLL BE TAKEN FOR EACH SIX (B") INCH LIFT OF SUBGRADE AND EACH OPEN CUT CROSSING. ROAD CROSSINGS GREATER THAN 24 FEET IN WIDTH SHNl REQUIRE ONE IDDRIONAL TEST SIZE FOR EACH PDDIDONaL 12 FEET OF PAVEMENT. WHEN ME SPECIFIED COMPADTED BASE IS GREATER THAN SIX AUTO ONE-HALF (6 1/27 INCHES, ME ELSE SHAL BE CONSTRUCTED N TWO OR MORE COURSES. PROCTORS FOR MATERIALS UBEp IN GCKFlWNG SHML BE OBTAlIED BY A CERTIFIED UBORATORY. DESSITYY ITSIS SHALL BE CONDUCTED BY q CEROFlED LABORATORY. ME PERLEMPLE OF MAXIMUM DENSITY REQUIRED STALL BE IN ACCORDANCE WITH THE UIEST S,IDON OF TOE OEPARMENi OF TRANSPoMATON Sf DART SPECIFICATIONS FOR ROUT AND BRICGE CWSTRUCDON" AT ME THE ME PERMIT WAS ISSUED. AU - DENSITY TESTS SHALL BE COMPI£fED PAID ACCEPTED ON EACH DYER PRIOR lO ADDTIONAL BPCKUWNG. A COPY OF N.L CONPIETEB AUTO ACCEPTED OENSOY LESS SHPl1 BE NRNSHED TO SUA UPON RS,UESI, BICKFlLL COMPACDN SHAD, BE 88a OF MAXIMUM DENSTY PER MBMO T-180. e. ANY MMACE 10 TRAFFIC SBNAIZATON EQUIPMENT SHALL BE REFINED BY E PABEACH TRAFFIC OMSION AT ME CUNIRACTORB IXPEN$E >. THESE SPECIFICATIONS MAY BE SUPERSEDED BY ME PERMITTING AGENCY. e. TEIAroPARY ARPHALT PATCH uUSf BE APPLIED ME SANE MY AS THE BACKFlLL 9. TRAFFIC ARCS OR WHERE SAFELY TO ME PUBLIC 6 AT ISSUE A TEMPORARY ASPHALT PglGl MUST BE IMM RACED. h APPRGMm: SEACOAST UTILITY AUTHORITY M- I zs, zo11 CONSTRUCTION STANDARDS AND DETAILS wwc No. FlN6lKD GPbE F-WCI1lE IRON N855UREE PIPE LONNGi PIPE SEE NOTE /1 1 `SEE NOTE 5 1n•-D• 1o•-O• NO .YJNIS BEIWBN FIRINGS FITTING TYPE CONFLICT PPF SEE NOTE 4 �SEF NOTE (1 Mq�j, COMBR `CENTER A NLL UENCM OF PIPE AT POINT OF CROSSING NOTES: (PLEASE PETER N WRITTEN SPECIFIGRONS TOR AOOITIONLL REQGRFMENIST 1. FOR VERTICAL SEPARATONV ME YIAIER NE4MIffp WATER MID SEWER SEPPP TKM STAIDAENr DEFAL 2. ONE CA IK FOLLOWING NR45 OF RESTRAM SHAL BE USED FROM FITTING TO F11RTG FOR PIPE SIZES UP 10 AND INCWOING 12'. FOR PIPE SAES GRFTFR T1VN 12" BOAR FORMES Oi RFSIFWM SWJL EE 16ID. P B) RE RODS AND -I.I. RESTRAINT- MD HUIS EOUAL NDVS. IpMI TFEROLIS AIBONUIS. CA11E0 MRN NOP-CGT ]W-Y OR APPRJrID EOWL ]. TiE DEFIECBON TYPE C0.055ING 6 PREFERRED, BUT M MSTANL6 WHERE ME FBDNC 11P£ DERECTION 6 USED, 22 1/2 BENDS ARE PR6U6iFD. 4. DO NOT IX<EED TSY C NANUFACIURERS RECOMYENOED INAIDMUM JGNT OFRFL'RC. S PRE SHAL BE R6IWJNEO FOR A MINIMUM NGMCCE OF 60' FROM EACH TOP OEFLECIION. SEE 'PIPE RESIIWM TPO.E• DETAIL FOR ADORXNNPL RESNAM DISTANCES FOR PPE G0.EA1E0. TIlA1 12". TW,F IPPRQED SEACOAST UTILITY AUTHORITY MDy zs, zo11 CONSTRUCTION STANDARDS AND DETAILS DRAWING N^. I$ Y:yUTOCAD_FZLES\2012(12-808\32088530.12dWg, 9/23/2013 2:22:14 PM, TOP 7700 SBNBS INSTALLATON PROTOCOL I. AN pipe is W he bid it a clean dry trench. 2. At muck and -I material, e:gountered in trench bottom aholl be re wed and replaced with re.ukeOctpMioligbe ul-bmRtednab FOR Rt„f Om .imam deneiry per AASFIiO T-160. Proctor and tle-y feel a w �apy to amTodry. 3. NI bockfll shall be pfeelli in 12 leech Iifte and compacted by mechanical mean W 9BR of maximum en deRy per AQ31-70 T-180 or Oa otJwnYbe mgNhed by the IN-9 agency. 4. Ut I'll crossing d right-af-way 111I be installed prior I mad mnet,1Tian and bockthled and ampocled within right-of-way limits in atrial accordance with hie direction -I Ua FOR and orequirements II age - If jwrhKEeUon. s. Embedment m-"N Close below pipe ehall -forth to Unified Soh Cbnixc-fn SFl- (US.C.SJ -lion Sal --if I or B as noted in ASTM D2321. 6. At linen uM<r contmc8an shall be plugged with a whg plug, and oil Pressure Pipes era he be plugged mdh a medw1-1 plug er EDP Ot hie end el the weN'ng tlok I. prevent ground meter and pplanli-f contaminaeda from altering completed Ann old Ones under .- erection.)- Al., q,o,M piping, including but not limited te, aerial croaabga, Aft eia , piping, fire Free, mHer/bockllow prrevenlion device --bit.. etc. shoo be Ranaid be coated man In the foll,Mrg ner. Sandblast ,d remo all paint ant any lease material ' mged accordance with SSPC-SP10. Serdbbating eh.11 be performed uaing hie n -.lcil media. Paint all 1A erior fe A, metal aurlOxs. Me marl -.tuner, mend.B-na for -. ep"P-" -. priming, reeo-Ung, etc. shall be eUletly faliawed. DIDnot p-irt or coat any nqq mbtn, bane Pr .talNesa eteei aO f.O e. Cantmclor aholl ... the following polo[ III or appm MEMEC I. D. Primer. TNEMEC-MODIFIED POLYAMIDQIMINE EPDXY #135 (3.0 to 5.0 mile DFI) aluminum ..I., b. lete- d.. Coat: TNEMM-MODIFIED POLYAMIDOAMINE EPDXY (3-0 N 5.0 mho DFO off -Re color Fi- Coot Seri,. 1074 Endure -Shield, DFT. The bl" d coal of paint ehall be green in eater for eInitery sewer, l nder for reelelmeel opp.rten-ncea OM Nue far potable Net., appurtanncee. B. All fbngad pipe -11 be -keel between each flange and thre-d, with Ska t A urethane muck- S. At Be red, belle, nuts• etc, Necked der -re must be I Ten ant shall be pei,ted wxh Koppare 300-M or an Awthodty approved aquaL Brea and etDinlen steal hardware b exempt from this regoi e-hl. 10. Coatirga Old ]thin,. damaged due mieh-MBrg -or otherwise, moat ba replaced. CO-O ant linings tl--caged due to Bab Utling shall he repaired in -Wet accord-nce with Ne mmufacNrere mentlON— This d:cludea, but ie t limited ta. am t rtm and Polyyethylene pipe fringe, Protects IOt, galvmtzed mating-, PVC farm coaUnga and other point type coa5rga. 5pec'dlc approwl moat be obtained from YwN-dty prior N Rerfwming mwting ant lining repairs. The Authottt• NIA regNre inspeOU.. of all repdn. 11. All etaihien abet hula. bolts and hardware f-ced in these Alyd. .hail ba 55 316 grade and shot he m atompetl by the man faclurcr to verify dily. The ae of airy other alalnlaea vleN alloy will reuire apmMk approwl by Authority. In general, atainle,e steel nuts, bolo and hardware are required I. and ...ref lift station Ord for f-.titles 'nst011etl awn or under brmkuh or rive Nolen. This requirement applies to Mange belt d note m fbngad piping, mounting bmcketa, ail Nread red, n her bdie. wa.hen, damps oM other miemlbree haM lZ AnU-galling compound onti-aeize lubrcant shall b. applied to the Nrmds of ell .t tr Nee eteel bolts prior to instalb0on. Anti-aek< lubricant shall be gnphlte SO anU-seize by LecUta GerIN , IWO anU-oars. Reetc by Dow Coming, 3M Wbe and anB-seize by M. 12. All rubber and IIII ..n. component. of products that el- in mntoct .1. potable water .hall b. m-nufmtured with cNorI reeiabnt eI.III-ere and -hail bear NSF approval. 13. AI m including fittings, shall he eaeiy identifiable n to that, contents and shall be color coded o marked �'g' Ne a iwNI cob, code Of blue for water, green for sewer and lavender for lelmad. Pipe striped during manufacturing of the prye ahali have certin... -thee Nat ran parallel to the ail. of the pipe, that are located at no greater Nan 90-degne 1-le around Na pipe, and that wRl remain intact during and after AntNiaBon of Ne pipe. B tape 1. Need to etdpe pipe during ineten-tkn of the Pipe, Ne tape -boll be applied in a mrtinuow Fine that ran parallel to the aria of Ne pipe ant Not Is Imaled alon� the top of the pipe; for pipe with an III diameter -f 24 'n hoe greater, tape chap be applied In n8nuous Ore. along mDh aide of the pipe O. w-1 os along Na Np Of he pipe. GATE AVRD.m SEACOAST UTILITY AUTHORITY Mar zs, 2olt CONSTRUCTION STANDARDS AND DETAILS DRAWN. N,. 15 Pji\/i III IIUr.�llll�. w IIII;1r1 II Cllli�llll�rmL��II�101)`°+J NOTES: (PLEASE REFER TO WRITTEN SPECIFIGNONS FOR ADDOIONAL REQUIREMENTS) I. ORNNS OR WEEP HOLES ON N1DRNg BPRREL SHALL BE PLUGGED. 2. FIRE HYDRANT SHILL BE INSfAUBL PLUMB AND MUE 3. TRUST BLOCKS TO REST N MOTS URBEG SOIL 4. ME ONLY FIE NYDRAA6 ACCEPTABLE ARE A) KENNEOY K-81-1) B ANE"QAN wUNG 8-B4-B C) I.BlEl1ER SUPER CE"`WN D) ,LOW MEDN m 5. TWO OF ME FOLLOWING FORMS aF RESDWNT SHALL SE USED WHEN PIPE IS GREATER TUN 127. A) MPRGVED MECHANIGL JOIHT RESIi+NM (E., MEGAWG) 8) DE RODS AND NUTS EQUAL N DU. TD TEE BOLTS AND NUTS, 0.lOED FFM KOP-CGT 3W-M OR Ad'PROVED EQUAL Typical Fire Hydrant Installation SEACOAST UTILITY AUTHORITY h IPPRa.ED: May 2s. 2011 CONSTRUCTION STANDARDS AND DETAILS M> 25 3/4• LOCKNG BALL WATER MMN MSNG TYPE -K- OR TUBING THE EXGVATED NOTE FOR THIS INSTILAFON SHNL BE BA FL ED 1G N TURAL GRADE PWOR TO DISCIWNGING ANY WATER ON ME GROUND GORPORADOIJ STOP - AFTER SAMPLING s QGMPo.ETE TURN CORPOROWN STOP OFF, REMOVE TUBNC, AND PLUG SADDLE WIM BPI55 PLUG OOUBIE S1RAP TMPING SADDLE - AWWA THREADS. IOU DIRECT TAPS SH.ML BE PE nTM. NOTES: (PIEAGE REFER TLT WRITTEN SF£C.-NG FOR ADORIONAL REOUIREMENia) 1. Wl£RE POSSIBLE, SERVICE UPS OR FIRE HYDRANTS (SEE SaA a MRI - FIRE NYIN+ANT' OMOL) SNA, BE USED AS SWPIeNG POINTS Sam le Point - In Line w1R APPRaEO: SEACOAST UTILITY AUTHORITY Mar 2s, 2011 CONSTRUCTION STANDARDS AND DETAILS DnrAxc N> 20 RRE P.WI PER SG SPD FSF£ •IY I OIL-)- DEfNL) S' Fire H drant Installation with Hydrant Tee DATE APPRa+m: SEACOAST UTILITY AUTHORITY May 21. 2011 CONSTRUCTION STANDARDS AND DETAILS G xe 27 NEIER BOX AND METER PIMCIVSE THROUGH SU (IYPKAL) __ 0 1• SERVICE UNE (MN) METER CURB STOP PROPERTY SINGLE SERVICE uxE I�d _ �I' UNE "CAo p � 1 1/2• SERVICE re � �Y BRANCH BRASS COMPRESSION T• MIN. DODO R�� DOUBLE SIMP TMMNO 4' MIN IHREIDS (TIPICN.) _- YULE -SERVICE Y __ O BRASS COMPRESSION 2' -KE UNE 3' MIN �- 0 CORPURATION STOP (1YP.)- `I- ME 11-1 OUADRUPIF SSFRMC 4' MIN NOTE: (PLEASE REFER M WRITTEN SPECUtWONS MR ADDTBOIUL REQUIREMENTS) 1. AUIHOPo2E0 SERVICE LINE MATERML• TYPE I(• COPPER TUBING WITH COMPRESSION FRTNGS. B PDLYERITlENE -1. S. B. -FER TUBE SUE. 2. METER CURB STOP SRALL BE i' MINIMUM. 3, i• NTER WRB STOPS - 3/4' VALVES SHALL NOI BE PERMRIED. 4. MULTPLE SERNCE/MFFM NSTALIATKNS OF MORE THAN 4 METERS PER SERVICE .ND SETMCE LINES WIGER 11VN 2- N DWIEIER BULL BE HANDLED GN AN IM.- BASE. 5. MEIFR CURB STOPS 1 1/2• AND 2• N SIM SNAIL BE F-M WITH WIN A LOCKING CAP NND METER FLANGE S. NO FITIINGS BEhVMh! CORD SNP AND METER CURB MP "WM WHEN USING POLYETRLENE TUBING. Typical Water Service care IPPRwm SEACOAST UTILITY AUTHORITY May zs. 201t CONSTRUCTION STANDARDS AND DETAILS wax wa 26 -U. NOTES: (PLEASE REFER M WPoDEN SPECRiCAIWNS FOR ADIXBIXtLL REQUIREMENTS) 1. UPON WMPLEhON OF THE PIPE INSIALUTpN FOR ANY SECTION, WE MANS SOUL BE -NON FUh ED TO PDAWE DM' FTiNGS, O1HER PONGON BE NEI BBY D TO ENINGAA MINIMUM IELODI YNG_F 2.5 FEET PER SEOOND IN TIE PIPE TEMPOPAR( 2 INGD- A AS BEND AND ASSOCUTED PPM AS G- M DIRECT ME FLD$HING WATER AWAY FROM ME IINMEMME wDRK AREA EXERCLSE WE CARE 10 ENSURE BUT THE eX Fh USED IN FIUSNG DOES NOT G A NUISANCE OR CAUSE PROPERTY O M DE 3. BENDS AND PING SNAI BE ME SAME SM AS TIE ME 10 eE FILSHED. 4. I TO THE ACIIML LINE FLUSHING OPERATW, WE CONMACTOR SNAIL PROPERLY -1 SG OF SUCH NTENDEO WATER B THERE ARE SPECIAL REGUREBEN6 FOR CIF 1. AND FWSONO PPE UJiGER TUN tY SEACOAST UTILITY AUTHORITY w Mayzs. zo11 CONSTRUCTION STANDARDS AND DETAILS x24 METER BOX AND METER PURCHASE THROUGH SUA PROPERIy uw Wl• CINB SNP (MN.) WITH IDCHINGEDGE OF PAVOAENT TUGS AND 1 (MI METER NIII PAVEMINT _ B• c MAGNLTE YAKKR� 10 10 NAM SEAL BOW ENDS OF MIND I GROUT SEE xmE N0. 9 1• WRPoI M STOP ANO TUENG (MINIMUM SIZE) A D DOUBLE STRIP TAPPING SPED (NO DIRECT TAPS PERMTfiEU) DETAIL "A" NOTES: (PLEASE REFER TG WRITTEN SP FICA,TONS FOR AWItIONAL REQUIREMENTS) I. DASINGS SHILL BE REQUIRED MR ALL LONG SGE RQMCES 2 SUCCEMME TAPS NFO ME WATER MAN SHALL BE SPACED A MINIMUM OF Ir OFFSET AND AT 9O FROM THE CENTERLINE AS SHOWN ON DETNL W. 3. WHERE NO SIDEWAI OUSTS, METER BOXES SNALL BE SET TO CONFORM TO FINISH GRADE. 4. GO ER TUBNG SHALL BE TYPE •N• WITH WMPRESSpN FININGS. 5. POLYEMF.ENE TLSNG SHALL BE MR 9, COPPER TUBE SUE B. ROTATE ME CORPORATION STOP SO WAT' ME OPERATING NUT 6 ACTUATED FROM ME kERT- POSITION RATHER THAN THE NOW20NIAL 7. BOW COPPER AN O PoLYEDRLENE TUBING SEMILY UK. SNAIL RE CONRNUOUS FROM OORPGRATON STOP TO CURB STOP WTIH NO FITTINGS IN BETWEEN. 6 TAPPING SADDLES AND MRPOMTON STGPS SHILL HAVE A1NYA NLEF TIREADS 9. GE- CASING SHALL NOT BE INSTALLED BY WATER JEfING UNDER ROA➢WAY. 10. GALVANIZED SCHEDULE 4G CASING REQUIRED FOR ANY III N REQUIRING A JACK AND BORE , SCHEDULE I0 PVC M4Y BE USED FOR AN OPEN CUT INSIALUTION W ME APPR- OF SUA MNG SHOULD EXiENU TEN (10) FEET BEYOND EDGE OF PAVEMENT AND SUED AS FOLLOWS: A) 1' SERI! E USE 2• MNG B.) 1 1/2• SOYLNCE USE 3• CASING C.) 2• SETh10E USE 4• GSNG Typical Water Service Installation a .PPRaho: SEACOAST UTILITY AUTHORITY MOy 25, 2011 CONSTRUCTION STANDARDS AND DETAILS oR+alxo Ne. 29 Y:\AUTOCAD- TLES\2012\I2-0B8\12088SIO-12d- 9123n013 2:21:57 W. KIP T 1111 cerix - DOUBLE CHECK DETECTOR VALVE ASSUIBLY POST I-GATOR VALVE (SEE NOTE 4) WHERE SPECIF. 5/B' SENSUS YEIER ��._p CHECK VN.l2S 'HALL WNiOAM ( RCXA$E FROM SW) 1C1 5W SIANDMoS G- Y. GTE VALVE FULL FPLED NEOPRENE GASKES �(1YPCAL) SHALL BE REDUIRED R All F.ANGES I I I I I ) II FINISHED GWDE I I r� CONCRETETHRUSTGLOCKS' NOTES (PLEASE REFER TO WRRTR SPECIILADDIS FOR ADDITGNAL REQUIREMENTS) 1. MECIUNICAL JOK FIRINGS SRWL BE REQUIRED UNDERGROUND AND fVNG. FRNJGS FOR MOVE GROUND USE NO UNIFUNGR PERA9RED. 2 PAN' THE ABWE GROUND IS -1,, INCWGNG WIRE LENBTN OF TE ROOS, IN ALWR 1 WRH SUA CONSTRUCTION STAVOIRD BECKON I. HEN, 7, AFTER N.WUFACTUREAS REGO"ENDM SURFACE PREP S GOMPLETED. DO NOT PAINT DYER WINE/SERU,L MATE. STANLE55 SIEEI CR BRASS FITTINGS J. WHEN PROTECNE PIPE SFANCHKNS OR A SCREEN WALL S REWIED, SFE YRQIECNE ENLO'URES FOR ABOVE GROUND DEVICES' DETNL d. APPROVED DOABLE CHECK DETECTOR VALVE ASSEMBLES WITH SUCONE RUBBER SEAL RINGS OR DISKS: A) AWES MODEL JODO SIN a.) AMES MODEL 3000 SSR G) W T1S YWEL T/{ DG. smes 1. 5. SPECML FIRE PROTECTION SYSTEMS USING INIERNV. PUMPS TANKS. ETC- SHALL BE REWIRED TO USE AN SUA APPROVED -REDUCED PRESSURE BACKFLgY PREVENTON -ALL TEST PORTS SHAM BE PLUGGED IMTH BRASS PWCS. 7. TWO OF THE FOI-LING FORMS OF RESTRFJK SHALL BE USED -EN PPE S GREATER TWIN W. A) APPR- MECHANICLL JOINT RESTRANT 0... MEGNLG) B) TE RODS AND NUTS EQULL IN DIA TO TEE BOLTS AND NM COAT. WIM KR-GOUT 30G-M OR MPROED EON.. Above Ground Fireline SEACOAST UTILITY AUTHORITY MeyR2s, z011 CONSTRUCTION STANDARDS AND DETAILS - 34 B' x 24' x 24' CONCRETE COUM A O A YC Y,TIH SQUAPE RECESS. NUT B' 24' x 24' CONCRETE GOLIAR LIFE x 1sF' FOR 4') WAIN 4' x 4' WIRE MESH RENFCRCEMENT SEE NOTE I FINISH GRADE PAVEMENT ROCK BASE SECTNO • CLEAN OUT INVEHICULAROR PEDESTRIAN TRAFFIC AREA BECKON 'A - CLEAN OUT IN GREEN AREA NOTES: (PLEASE BETTER TO %RD7EN SPE GRUTONS CDR AWRIONN. REWIREMENTE) I. U.S MUNCRY NO. 7621 REVERSNRE --OLE RING AND COVES OR APPN-EG EQUAL SHALL BE USED, MWR TO BE CAST WITH 'S' IN THE CENTER. 2. CLEAN OUT REQUIRED ON ALL SERVICES AT PROMFIY UNE R EASEMENT HE WHERE MPLCML, 3. S IUUIO WYE SHN-L BE USED AT CLEAN OUT. Sanitary Service Clean Out I WE SEACOAST UTILITY AUTHORITY May 25. 2011 CONSTRUCTION STANDARDS AND DETAILS oRAWew xP. 57 DOUBIX GEV E TAPPING SADD EE RAP( �) / DOUBLE NOTE 6)K DETECTOR VPLV£ FIRE LINE ®® ®�MPK&)RA PWG S PRESSURE E-f `GP N iCTEST IC PEORE FMER (SEE NOTE 55) DOMESTIC WATER LONE CURB STOP BA11 VALVE (TPICAL) METER (PURCWSE FROM SW) (PURCSWSE .oM SUN IRENOON NO NLL FACED NEOPRENE GIBLETS UNION EWIREO P SHALL BE REQUD ON ALL a iFBCO ffi5 YAS Is USED) UNGES FINISH GPDE _ 12' SEE NOTE T MiNIMU4 INIYITI.I 2t' COPPER J' FROM GINS STW TNL PIECE SEE NOTE B E E THRUST BONG( (IYPICAI) N- (PLEASE RUFTR TO WRRTEN SPECIE-- FOR A00(IgNN. REWIREN-) 1. MECH WIC& JOINT FITTINGS SWLL BE -Il- UNDERGROUND AND fLWCEp FRORGS FOR ABOVE GROUND USE, NO UNIFIANG. P.MIRFD. 2. PINT THE ABOVE GROUND A5'EUBLY, NCLU - -NE LENGTH OF TIE ROSE, IN ACCORIOANCE WITH S. CONSI -GN 9LNMRD SECTION I. OEIT 7. MTER MANUFACTURERS REGOMMENOED SURFACE PREP S COUPLE- GO NOT PANT OVER I-IE/SRIAL PUTE, STNNLE55 STEEL OR BRASS FITRINGS. J. WHEN PROTECNE PIPE STANCHRINS OR SCREEN WAIL IS REQUIRED. SEE 'PROTECTIO ENCLOSURES FOR AB(NE GROUND DEUCES' DETAA. 0. AP- oWBILE CHECK DETECTOR VALVE AS'ENBL ES W SBLCONE RUBBER SEAL RINGS R G9 A) AMES NODE 3000 SSI C.) MR Y30W SR J MOWATTS o DEL T/t DLDA BRIE' 99a 5. APPROVED REDUCED PRESSURE BALWlGW PREVFINE I VATH SILICONE RUBBER SEAL RINGS OR DISIS: A) WATTS YODEL 919 3/t' TO 2' B.) AMR YODEL t00B J/4' 1D Y CO WII1 . 975 . 3/4' TO 2- 6. TYPE W COPPER TUBING (SOFT DRAWN) OR MLYEAOLETRE TUBING SM 9 COPPER TUBING SRC. (URDERGRWND USE ONLY) IF DISTANCE IIIMETER AND RISER IS TES' THAN 6 FEET ONLY COPPER "ING Is- BE I' METED. 7. BOTH RISERS -E -1 COPPER TUBING (fwN OPAINI) WRN COPPEit/BPSS SW T FRRRiGS AND ADAPTERS, ONLY LEb .EE SGDR AND FLU% PEPAIRED. R. 1Wp OF THE FO-N. FORMS OF RRTRANT SWLL BE USED -EN PIPE IS REALER TRW 1Y. A) APP,a MEGMNMA. JOM RESTRAINT C.a. MEGN.UG) B) TE RODS AND NUTS EQUAL N DIA TO TEE EOLTS AND NUTS, COATED WITH KOP-C T .1. OR MPROED EQUAL. Fireline with 1" to 2" Domestic Sup SEACOAST UTILITY AUTHORITY MOr zs, zo11 CONSTRUCTION STANDARDS AND DETAILS IPAwRRG NP 35 CONRETE CG1AR SEE 'WJRARY SERVICE ODUfr DETNL) I i WORDS 'GREASE TRAPR 'RPSE ADJUST WEIR COURSE(S) OF BRICK ANp INTERCEPTOR TO BE CAST IN COVER MORTM TO BRING TO GRADE ((MMIN. 2 COURSES OF BRICK - 6-) (( BRNypNG CLEAN OUT TO GRADE (MAIL 5 -Es OF BRICK - 1B-) SINGER D CwEIR WEAS DU117 EPfLVEiiTB �� FLUENT ANp UD (SEE NOTE 2 BRICK YASONRT(FPPK:A() 4- 227 (TYP) 2�Wml FAN OUT NIET UD 10 BE RO AIER LEVEL OUREf OPEN WTM RENNC INSIDE AND OUT WOH RUBE. B00T fRLL OPEEIINO TYPE R PORRAND Us - BOUT i SDE k UT CEL(EK/SANG MORIM WITH TYPE 11 PORRAND CEMENT/WAD MORTM BOS R TOLL W1D1H 8• KKE 1' e' {' CONCRETE BAFRE NOTES: (PLEASE REF. TO iMRIREI SPECGICADONS FOR ADDRIONN. REQUIREMENTS) 1. SHOP DRAWINGS MR PRECAST TANKS SHALL BEM THE FOLLOWING SIAIEMEM:'THS CONCRETE STRUCTURE MEETS OR UCEEDS ALL THE REQUIREMENTE FOR GREASE INTERCEPTORS/SEPDC TANKS AS IN THE FLORIN AOANISTRAWE WOE CHAPTER 100-e AND 64E-6. AND SUA 'SPEC6IGTION9 AND STANDARDS'. THE SHOP ORAWWGB (3 CRIES LBNINUM) SHALL THEN BE SDNED AND SEALED . THE ENGINEER OF RECORD AND iORWMNEO TO SW FR APPROVAL 2. UD TYPES: A) 4- REGUIM LID B) B' TRAFFIC BORING UO 3. Al PIPING SHALL BE SOLVENT WELD PIPE 4. ALL TANKS IN TRAFFHC AREA SHALL BE N,. WHEEL. AGM BEARING. S. INSPECTION OF TANK REWIRED BY SUA PRIOR TO P ,CNEK. 6. INSPECBON OF TANK REQUIRED BY SUA AFTER TANK S PP.. 7. TM&S N SERIES 'HALL HAVE BAFFLE N V TANK ONLY. Grease Try MlE MPIANED. SEACOAST UTILITY AUTHORITY MOr 2s, .11 CONSTRUCTION STANDARDS AND DETAILS - 59 O 2' TNNE FELD (SEE 7RBOTECTNEREN0.DSURESIONED IN (iYPICAL)K O FOR MOVE GROUND DEVICES' DETAJU 30' TNL PIECE WINSTPLLED TO \ O IIHIN Y OF BeWSTOP `ReyL yaLyE (1'TPICAI) OO DETAIL_A. (SEE NOTE 6) REDUCED PRESSURE BACKFLOW PNEVENTION DEVICE AND 9- -,'Es BY CONTRACTOR (SEE NOTE 5) SEE NONE e 12' UNION (TYPES) FINISH GPI 8' CURD SEE NOTE 3 MINIMUM 24' COPPER SEE NOTE 2 E- PIECE 300 MIN NOTES: (PLEASE REl£A 1 WRRTEN SPEGFIGTONS FOR ADGGIONAI. REQUIREMENTS) 1. hPE i COPPER TUBING (SOFT DPWN) OR POL--ENE TUBING SOR 9 COPPER TUBE SRE 2. IF THIS DISTANCE IS LESS THA1R 6 FEET ONLY COPPER TUBING SHUL BE PEFDAIfi.. J. BODI RISERS SHALL BE TYPE WCOPPER TU(HARD BNG DRAWN) I- COPPER/BRASS SOLDER FITTNGS AND IDMIEtS. GNLY LEAD FREE SOLD. AND FLU" SIULL BE PRYRTED. 4. 1 1/2- AND 2' MET. STOPS SKULL BE EWIPPED WIM LOCDNG CAPS AND NET( FIANCES. 5. APPROVED BACKFUCG PREVENTION DEVICES WITH SILICONE RUBBER SEAL PINGS OR DI - A) WATTS MODEL SIR J/{' TO 2' BJ -ES... -B3/4' TO 2' C.) WWRS 975 . 3/4- TO Y 6. - THE DEVICE IS INSTALLED PARALLEL M A BUILDING WALL THERE SHAD. BE A MIMMW OF 2' OEIWEEN THE EDGE OF THE -.1 AND THE .-RIG WNL. 7. BACKROW PREVENTION DEVICE SHML ESE EWPPED WRH BALL. VALVES. S PCKPDEY PREVENFION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH STAINIFSS STFELL uNISTIR r. RISERS TO BE SECURED TO UNISIRUT WITH JO4 STNNLESS STEEL MOUNTING HARDWARE AND Y' NEOPRENE INSUUTORS BENEEN ALL OSSIYIUR METALS. 9. EACNFLOW DEVICES SWLL BE A MINIMUM OF 3' FROM BACK OF WIiO. Water Meter and Backflow Device 3AP to 2" SEACOAST UTILITY AUTHORITY M6r zs, zaTl CONSTRUCTION STANDARDS AND DETAILS 'YIN SEERA E GL�'MI our DLTY,I.7 ( \ 1 \DT WQaos bK sE'PAPTR' R 'OIL .VW'f TO WURSE(S) OF BRICK ANDNTRCEPNR' TD BE CASE IN COVFA ((MM RENG TO CRAKE (N (9TRPMMDALGUN OUT TO GR10E (MNU 29 NURSES OF SICK - 18j SUS BWI sH MW1NGs �» FFTTUFxr uNd7NFWElT MO UD (SEE NOTE 2 BPLCK 1R450RIM(l'RMA,LI (Tm cl)GEAN our UTI£T OPENNO WITH OPENNC ASIDE µD OUT WITH ER &DUNDD BOOT (FIN NG N BOOT (N9pE M OIUr CEMENF�O EpFFIA 60R OF TOTAL MDTH B' xaE 4' WNCREIE BAFFLE NOTES: (PLEASE REFER TO WRITTEN SPEGRUTDNS M AODRDWl IEGUIRRENIB) 1. SNOP M-NDS M PREGST C,NKS S,- BEM TOE NIt➢'MMG SIATENEK:THS CONCRETE STRUCTURE MEflS R IXCEEDS ALL llE REQUREYEMS M GM'ASE INERCEPIOR9/SEPTC -4 IN TIE -RAP MMMISRUINE CODE AND THEN BESIGNEQ6 A"D SW fll BLOT gwENINCERR OFD-.D MU FORWNDED TD SRiln Nq Apsp (�yCOPIES YNIYUY) sINLL 2. LID PR: A) t' REGU- tID B) 8'TRKFlC �,V41W LD 3. INTERIOR PIPING SHALL BE SO-ItWFID P.Q PPE 4. ALL TAME N TRMNC ARU SW I. BE N. BEA - 5. INSPEGRON OF TANK REQUIRED BY sW PPoGR TO PJCENEK. BEN NSPECID.N OF 4NK REQUIRED BY SM A:TEA TAPIR IS PIPED. Oil 5e erator h AwwREo SEACOAST UTILITY AUTHORITY MQr 25. 2011 CONSTRUCTION STANDARDS AND DETAILS NG x" 60 CLEAN OUT - -I- COLIAR (1YPIG1 SINGLE PN DOUBLE sERVICE� ( E 'S4NRAR1' SER.10E CLEW OUT' DEfNt) FINISH (BADE RISER PIPE SHALL BE ONE PIECE FROW DEAN OUT ADAPTER TO 45• ��.RaREDC MATMET-OMNI F-, OR SM 1404-1269 O� (TYPICAL) GUOPE IF BEND 6. UNDISTURBED ED4. 2 - 5' (NO 90' OR SA4FP5) PRGPERTY WE SANK. DISTANCE VARIES 1Y SANTAXY MNN PROPCRRY LINE �1' " 4' WYE BRANCH a5' BEND CIFAN OUT NOTES: (PLEASE REF. TO WRIRaI ..IF-. FOR AGDGKR l PLDUPIOAENIS) 1. THE END OF EACH SERVICE CONNECTION SHML BE WRKED WRH A 2' x 2' TREATED WOOD STAKE AND AN EN.S S *IY SLWER NARKER 2. EACH SERVICE CONNECTION SNNL BE ROUGED WATERRCM WITH AN APPROVED GM OR PWG. J. CUT OFF EEU- .D WHEN USING FRNCO COUPJNG FOR VCP (FOR E"ISDNG SEANCES ONLY) 5. FOR PVC INSOWATONS. CONNECT TO I SRNG 'BELL END' AND CONNECT OPPOSITE END WRN PYC TO PVC KNOCK ON R1tL 5. SODLY TAMP BACKFILL AT LEAEF WE FOOT ABOVE TOP GF PIPE. SERVICES UNDER PAVED MEAS SHALL BE BACIOTl1. lO THE SPATE SPECIFICATIONS AS SHGYN ON 'PAVEMEK REPIACEMFNr DETAG. 6. GONTPACTOR SHMI. MURK ON A CLEW SET OF PIANS THE FINAL SIARGRING OR DISTANCE AND DIRECTION FROM UANHOLE TO EACH s-, UT.AL AND GNE'G RGIEER FOR REWTD OPANWNG PURPOSES. >. MFY DEVMTDN fFTN THERE METHODS MUST BE APPROVED 8Y SUA B. THE USE OF UNNECESSARY FIRINGS ON THE CH -ERE ONE TO (REDUCE EYGVAMN EFFORTS WILL BE GRILSE FOR N- a. THE USE OF 9O SVEEPS ON THE CUSTOMERS ONE IN LOU OF CY BENDS WILL NEIIUIRE AN AODITDWB. CLEAN OUT AS SHOWN R Y\IRRARY SERVCE CLUN OUT DE C. THE CLEAN OUT - BE ON THE HOUSE SIDE OF THE TOP SWEEP WITHIN 2' OF THE SWEEP. Sewer Service Connection (Wye Branch) SEACOAST UTILITY AUTHORITY Mor 2s, 2o11 CONSTRUCTION STANDARDS AND DETAILS 55 Y.'V,UTOC.4D-FILES\2012\12-088j12068S10-12.d.9, 9123/2013 2:21:37 PM, LOP 7700 Series CITY OF PALM BEACH GARDENS PLANNING, ZONING, AND APPEALS BOARD Agenda Cover Memorandum Meeting Date: December 10, 2013 Petition: PUDA-13-11-000051 Subject/Agenda Item: PUDA-13-11-000051 Bent Tree PUD Amendment Public Hearing and Recommendation to City Council: A request for a Planned Unit Development (PUD) Amendment by Allen Arnett affecting 16 parcels of land within Bent Tree PUD, to reduce the rear building setback from 65 feet to 55 feet. Bent Tree PUD is approximately 56 acres in size and located on the east side of Central Boulevard, approximately 0.3 miles north of PGA Boulevard. [X] Recommendation to APPROVE [ ] Recommendation to DENY Revie ed by: Originating Dept.: Finance: PZAB Action: Dire t Planning & Planning & Zoning: Accountant [ ] Rec. Approval Zo i Project Manager sa Z /� / ` [ ]Rec. Approved w/ Conditions : Tresha Thomas L ] Rec. Denial [ ]Continued to: t e . Crowley, AICP Joann S aria Planner Fees Paid: Development Compliance _ Funding Source: [X] Quasi — Judicial Ba areh Wolfs, AICP [ ] Legislative [ ] Operating [X] Public Hearing [X] Other N/A City Attorney Budget Acct.#: Attachments: Advertised: [X] Required N/A • Location Map R. Max Lohman, Esq. [ ] Not Required Contract/Agreement: • Development Application Paper: Palm Beach Post Date: 11/29/13 Date: A Eff• N/A Project Narrative & Letter of Authorization Approved By: from Bent Tree Property City Manager Owners Association Expiration Date: Affected parties: [ ] Notified N/A • Revised Site Plan Data Table Ronald M. Ferris [X] Not Required Meeting Date: December 10, 2013 PUDA-13-11-000051 Page 2 of 5 EXECUTIVE This is a request to reduce the required rear setback for 16 larger size lots in the rear of the property from 65 feet to 55 feet within the Bent Tree Planned Unit Development (PUD). Staff is recommending approval of the petition. On November 4, 1993, the Bent Tree PUD was approved by the City Council through the adoption of Ordinance 21, 1993. Bent Tree PUD is approximately 56 acres in size and consists of 185 single-family detached and zero lot line residential units and a 0.95 acre recreation site consisting of a pool, cabana and two (2) tennis courts. On September 1, 1994, the City Council approved an amendment to the PUD through the adoption of Resolution 103, 1994, which included new model home elevations, new exterior color schemes and modified floor area ratios on the zero lots. • The subject PUD is zoned Residential Low Density - 2 (RL-2) and has Future Land -Use designation of Residential Medium (RM). The subject PUD fronts along the City's Parkway System. Table 1. Existina Zonina & Land Use Desianations • Subject Property Bent Tree PUD Residential Low Density - 2 (RL-2) Residential Medium (RM) North Parcel 31.04; Planned Development Area (PDA); Residential Medium (RM); Timber Trace Elementary School Public and Institutional (P/1) Public (P) South Hampton Cay PUD Residential Medium Density (RM) Residential Medium (RM) West Old Palm Golf Club Planned Planned Community Development (PCD); Residential Medium (RM) Community Development (PCD) Residential Low Density (RL) East Shady Lakes PUD Residential Low Density - 3 (RL-3) Residential Low (RL) The subject petition does not propose any modifications to the existing concurrency approvals. Meeting Date: December 10, 2013 PUDA-13-11-000051 Page 3 of 5 Subject Request The Applicant is requesting approval to reduce the required rear setback for 16 lots (lots 11 through 26) from 65 feet to 55 feet within the Bent Tree Planned Unit Development (PUD). The subject lots are larger in size; each of the lots also contain a 50 foot landscape easement in the rear of the property, which provides significant and adequate buffering from the adjacent community (Shady Lakes). Site Access The site has vehicular access from Central Boulevard and an emergency access gate from 117 Court North. No changes to the existing access on site are proposed. Parking The subject petition will not have any impacts on the parking for the site. Signage There is no signage that is requested with the subject petition. Landscaping The approved landscaping plan will not be affected by the subject petition. Architecture The Applicant is not proposing any changes to the approved architectural elevations with the subject petition. Staff Analysis Staff is supportive of the Applicant's request to allow a reduction in the required rear setback from 65 feet to 55 feet for principal and accessory structures on lots 11 through 26. The rear setback includes an existing 50 foot landscape easement located along the rear of the above lots which provides a large buffer and rear setback between the lots and the adjacent residential community of Shady Lakes. There is also an additional five (5) foot setback for the principal and accessory structures for a total 55 foot rear setback. The proposed setback reduction is illustrated in Diagrams 1 and 2 included on the following page. The landscape easement consists of dense mature landscaping. All other property development regulations that were approved with the PUD will remain the same. These include building height, lot coverage, front and side setbacks. Approval of the request would allow residents to fully utilize the 45% maximum lot coverage that is approved for the entire community. Meeting Date: December 10, 2013 PUDA-13-11-000051 Page 4 of 5 Diagram 1 Existing Property Rear Setbacks I 5foot Accessoi—CLi Stnichu•e Setback 50 foot Landscape Easement 65foot principal Shlichu•e Setback 1 6"0 I -- Diagram 2 Proposed Property Rear Setback �w� ter 1 50foot 55foot Landscape Rein• Setback Easement Meeting Date: December 10, 2013 PUDA-13-11-000051 Page 5 of 5 11!11 lir The Development Review Committee (DRC) reviewed the subject petition and had no adverse comments. CITY OF PALM BEACH GARDENS bhVELOPMENT APPLICATION Planning and Zoning Department CITY OF PALM BEACH GARDENS 10500 North Military Trail Palm Beach Gardens, FL 33410 (561) 799-4243 Fax (561) 799-4281 Request: F,Planned Community Development (PCD) [7,Planned Unit Development (PUD) JkAmendment to PCD, PUD or Site Plan EConditional Use CAmendment to the Comprehensive Plan []Administrative Approval FAdministrative Appeal Project Name: Owner: ElAnnexation Rezoning Site Plan Review EConcurrency Certificate ETime Extension [7miscellaneous F10ther Date Submitted: 1 111 1 113 Applicant (if notOwner): ALLFN A"ET-r Applicant's Address:- 1-32 SCM—JTRZ� DR, TelephoneNo(!561)-71'3-53J I, - Agent:_ A&6-yj 4,(?IVGTr ContactPerson: A kwe-i-T- E-Mail: 6AR47ETT@—BELLE0VTiiA5-T Agent's Mailing Address: I -a Z- P?DLI 7 VA� 'DR . VF-1 G I 'T-L 33 q(6. Agent's TelephoneNumber: I R471:ylli Wr4*1 Application $ Date& Time Received: 139�W 0 /& �//.09-PPlanner:�w La ndsca pe Architect: Note: Petitioner shall submit electronic digital files of approved projects. See attachment for details. General Location: Section: Township: Range: C:� ��7 / Propert"(�ontvn|Nunnber/d: ^) �[^� ��U��0 � -- Acreage� `�� Cur/�nt�oning� RequestedZoning� �� ______ Flood Zone Base Flood Elevation 0FA —to beindicatedonsite plan ______ Current Comprehensive Plan Land Use Designation: Existing Land Use: Requested Land Use: fZe�S t D Gw —, # 11 L efamilynsidemeetc.: 51PUz F4MIL,-t Proposed NumberandType ofDwelling Unit(s)i�sing|efamilymultifamily, etc. (if applicable): IA- Information concerning all requests (attach additional sheets if needed.) {Section 78-46, Application Procedures, Land Development Regulations.} rn 1. Explain the nature of the request: � '744C POD 1 T) L kiA �i� S 2. What will be the impact of the proposed change on the surrounding area? 0 3. Describe how the rezoning request complies with the City's Vision Plan and the following elements of the City's Comprehensive Plan - Future Land Use, Transportation, Housing, Infrastructure, Coastal Management, Conservations, Recreation and Open space, Intergovernmental Coordination and Capital Improvement: N 4. How does the proposed project comply with City requirements for preservation of natural resources and native vegetation (Section 78-3 0 1, Land Development Regulations)? 5. How will the proposed project comply with City requirements for Art in Public Places (Chapter 78-26 1, Land Development Regulations)? o—F 11riv Lf I I I 6. Has project received concuirency certification? Date Received (Attach additional sheets if needed) Or see attached deed for legal description. 0 9 The subject property is located approximately 1/ Z- mile(s) from theintersectionof P&Pr AfJ0 --I on the onorth, fr!�-'east, [:]south, :3west side of C� L- (street/road). 0 Before me, the undersigned authority, personally appeared lr ® who, being by me first duly sworn, on oath deposed and says: 1. That he/she is the fee simple title owner of the property described in the attached Legal Description. 2. That he/she is requesting e__ 'REDUCTION) in the City of Palm. Beach Gardens, Florida. 3. That he/she has appointed Fay I to act as authorized agent on his/her behalf to accomplish the above project. Name -of Owner:zq:�� A�. /1A,� Signatureof Owner 01? /Rr_--e7 StreetAddress By: Name/Title ?8 6 , -F L- '339j1� City, State, Zip Code i,)I,A` P. O. Box City, State,Zip Code 6561) _�t0-5313 ('5 6/) 775--7g04 TelephoneNumber Fax Number U-4RiJ&7T &�, �EL.SO UA IVL E-mail Address Sworn and subscribed before me this l day of l Notary Public My Commission expires: �o P Notary Public State of Florida ® Theresa Parent My Commission EE 868161 ExPiraa 02/10/2017 It F.1 me" I/We affirm. and certify that Uwe understand and will comply with the land development regulations of the City of Palm Beach Gardens, Florida. I We further certify that the statements or diagrams made on any paper or plans submitted here with are true to the best of my/our knowledge and belief. Further, I/we understand that this application, attachments, and application filing fees become a part of the official records of the City of Palm Beach Gardens, Florida, and are not returnable. Applicant is: S1_gYatureof Applicant Owner Print Name of Applicant Optionee J - ye?yj 7 ee'r:� StreetAddress Lessee F96 I FL- 3;yyle City, Stat�e,Zip Code gent ) -7/e-530 C0proneNumber Contract Purchaser r&] ) _275 - 7 -f Fax Number E-Mail Address 0 Palm Beach Gardens Planning and Zoning Department 10500 North Military Trail, Palm Beach Gardens, FL 33410 561-799-4230 Permit # The owner understands that all City -incurred professional fees and expenses associated with the processing of this application request are ultimately the responsibility of the owner. A security deposit shall be deposited in an interest -bearing account with any accrued interest to be retained by the City of Palm Beach Gardens. The owner and/or designee shall be invoiced on a monthly basis for professional fees such as, but not limited to, consultant engineering services, legal services, advertising costs, and/or any other costs attributable to the processing of the permit for which the City incurred during the previous month. The owner and/or designee shall reimburse the City within thirty (30) days from date of invoice. If payment is not received, the City may utilize the security deposit for re-imbursement purposes. All activities related to the pending permit(s) will cease until any outstanding invoices are paid. The owner/designee further understands that transfer of this responsibility shall require a completed forma, signed and notarized by the responsible party, and delivered to the City Planning and Z in Department if the name and/or address of the responsible party changes at anytime durap ( do eview process. 11 I o 01 er signature Datb Apwuto tLi,aj N�06Z ,_ `f Z-L/Z - OZ-v L./ 000 -- 6 l -50 Owner printed name Property Control Number ?J36 1 FI/ 711 l G, Designee Acceptance Signature STATE OF F 7 COUNTY OF `i f`°lam ftf I hereby certify that the foregoing instrument was acknowledged before me this / day o-f---._._ l t 1 /; i:i 20 , by f : i i I�i I, f4f }r rat -f'� He or she is p ovally kno �> to me or has produced as identification. rr Notary public signature - 7—o /Y`er �'Notary P;;bi,r gr-rida .� (C € cz ([r:,! ! a T"FreSa t�6fei v EE MComm sc,,, �.r £i60169 Printed name ogee Exkprr(.s State of at -large My Commission expires: -a W-T, VTATA W 132 Bent Tree Drive 10"alm Beach Gardens, Fl 33418 (561) 718-5313 City of Palm Beach Gardens Planning and Zoning 10500 North Military Trail Palm Beach Gardens, Florida 33418 I Thank you for considering our request to reduce the setback for permanent structures from 65' to 55' at the rear of lots 11-26 in the community of Bent Tree. Bent Tree Site Plan Partial Bent Tree Site Plan Lot Calculations, Existing Setbacks, and Proposed Setbacks Survey with Existing Lot Coverage and Setbacks Survey with Proposed Lot Coverage and Setbacks Ariel Photograph Photograph of Subject Property HOA Letter of Approval Warrantee Deed Thank you, V Alien Arnett M li CI ff C'�% I M I M I r O c � � LL a. CD 0 Co cV pp CV�,t - 1 1 04 r + 000�' - - - _ co o �— r a CO1 1— tD CD qT I N cm � 1 � —T - 1 1 O I O O in zffoEZI M .8t ,lZ MN a _a ` Cl N U C F� cti C '- c� ni o M w J rn n i t U Lo cn C O M N Q ca c cc SiS (aO ~ � • m t d U ($ U d C09 ® � Jgr C gr 0 s m® LL 'i'Calculations, rotal s 1 = 9,750 sf Existing house = 2,905 sf under roof (as built by Ml Homes) 90% (current lot coverage) By removing the additional setback for permanent structures we will be able--'c,,*--,, add 750 sf (1 5'x5O') to the rear of our home and stay below the 40% lot coverage restriction. House is currently 70'from property line. 2,905 sf + 750 sf = 3,655 sf 3,655 f/ 9,750 s % lot coverage 0 landscape buffer setback accessory structures. '•• 1 setback • permanent structures Total Bent Treesetback Total Shady Lakes setback Total distance between homes 80' Proposed Setback • Bent Treesetback Total ShadyLakesit Total distance between homes 70' homes The •y Lakes have screen enclosuresand ••• O'from the property line and homesexterior walls 15'from the property line. There is no landscape buffer on the Shady Lakes side of the fence. Many homes in Shady Lakes are separated by 30'wall to wall, with no landscaping between homes. Please see the attached ariel photograph showing these If we remove the additional setback for permanent structures, homes in Shady Lakes and Bent Tree will be separated by a distance of 70' instead of 80'. This is more than twice the separation of any home in Shady Lakes. The existing landscape buffer will remain in place. No landscaping will be removed. Reducing this distance by 10'will not make a difference in the privacy between our e ••. but iw homeowners in Bent Tree to have full alreadyuse of their property and maximize lot coverage. Homeowners in Shady Lakes the maximum lot coverage of 40%. The landscape buffer and additional setbacks are excessive and greatly restrict the use of our property. Several Bent Tree homeowners already have pools, patios, and screen enclosures constructed to the 55' setback for accessory structures. In essence, we will be enclosing an existing patio slab and extending our original roof line over the new living area. Please see the attached photograph of the rear screen enclosure. -"`�- VE ,Polar of CUAVArURE _ �S ----_— _ — 99. 20' PAYING 7. 69' �(51 "o 2` 'ALLEY GUrrER ru �® ®� Sri II� Lo ► i I ,� 1 D' U T I L f T Y EASEMENT T, m "r1 n t- a ► 7.7 i 9. 7' m ( ao n i ( o I 7. 7' o QV i , V •J I • II I •s.o� Irn� C7®� z I f- PROPOSED LJ� cp m , ��J 1 D�I�CE. v \. < e FL. EL. 19. 3 0 � � � � C`° 0 27. 3` l �+ Fr! LtNA! 22.3' p f '� I7E('riAN�, ST�c l LOT 15 G� ► d Zm I N p U> �+ I 50' LANDSCAPE BUFFER ob -Ti o I� I m� �q I q0 CI C(Na2A E AW) Wh pizopos-ED TREE +�JJ}j��JJ)) I VE po,jqT OF CURVATURE 99. 20- PAVING 7. 69' ij2- VALLEY GUrTEq rQ 4. ru EASFn UTILITY EMENT Fn rQ 7. 7 19. 7' 4 3. 5' CT- z Z ;� I !PPOPOSEO Lo 0 9 H RESIDENCE Ln -Ti n FL. CL. 19. 3 n-j t.0 I m 7V F� rn Z rT) i 27. 3' Ill -TV 9 2 2. 3' 7, 7 ARuA C) offi, J, 5-S IF - — — — — — — — — — — -- — - 7 I LOT I E- 5 z rri 50- LANDSCAPE BUFFED -nQ) rn Z n) b ZZ cil rri J) :JlAitq LfNX FENCE NOf"02'59"E 65.00 (-�LJ A r-)-,- I A � ter' ol LT-�nnr- A�- -'PROPUS,&D GOT COVEIPI-A&K; -ANL) 37,qo/o r-OT COVSP-A&� Bent Tree Property Owners Association, Inc. c/o Bristol Management Services, Inc. 1930 Commerce Lane, Suite 1, Jupiter, FL 33458 Office: (561) 575-3551 Fax: (561) 575-5423 Website: www.bristolmanapement.com City of Palm Beach Gardens Planning and Zoning 10500 North Military Trail Palm Beach Gardens, Florida 33418 Atten: Ms. Pamela Chanitz We authorize Allen Arnett to make an application to amend the Planned Unit Development for the community of Bent Tree to remove the additional 10' setback for permanent structures at the rear of lots 11-26. A vote was taken after a presentation by Allen Arnett and all board members are in favor of this change. The current 50' landscape buffer and 5' setback for accessory structures shall remain in place. Total setback shall be 55' and no structures in Bent Tree shall be closer than 55' from the property line. No landscaping shall be removed from the landscape buffer. All city fees associated with changing the setback shall be the responsibility of the resident submitting the application. i y Bc6s Treasurer Bent gree At Palm Beach hardens Site Dalta Us* Units Acres % Residential Revised Revised Zero -Lot Line (50'x 100' Typ.) 65 7.72 23.1914 52 „ng6 _family(65'x 105' Typ.* 20 2.U.y5.:: � Recreation Site .95 0.85 2 2 Roadways (38' Wide) 6.83 6.2112 11 Lake 4.45 4.43 8 8 Roadway Retention Pond 0.69 0.69 1 1 Upland Preserve 11.67 11.99 21 21 - Disturbed Wetlands 1.60 1.67 3 3 Common Landscaped Areas/Open Space 1.14 0.90 2 2 Total 185 56.00 55.93 100% DensiLfy 3.30 DU/Ac. Future Land Use Designati n RM EXisting Zoning CZ Building Da4. &. d& Fnr wily Zero -Lot Line. Front Setback 20° 20' Side (Street) 2q, 20 Side (Interior) 7.5' 01-16 Rear 20, 101, Maximum Height 1 Story 24' 24' Maximum Height 2 Story 32' 32' Maximum Lot Coverage 40°�_ 45% ° Rear Setback Along Shady Lake3 is 55 Open Space Computation Revised Revised Recreation .85 .95 Ac.. X 50% = 0.48 Ac. 0.43 Lake 4.43 1.45 Ac. X 100% = 4.45 Ac. . 4.43 Upland Preserve/O.S. 12.89 1.2.81 ' Ac. X 50% = 6.40 "Ac.. 6.45 O.S. Within Lots, 29.19 23.67 Ac. X 35% =10.03 ' Ac. 10:22 Total 21.36 Ac./381% 21.53 Ac./38% Accessory Structures Including Pool/Spa & Screen Enclosures Side® Rear Rear - 5' Rehr ..( 6.tpng.5haidy Lakes) 55' Zero -Lot -Line Please Print Name: OWWE T S FROM THE PUBLIC Request to Address City Council V V-E4jv4t� 6"X,3�4- t _� Addres,s: City: Subject: 4 L G t P-e*-17 Members of the public may address the"City Council during the "Comments by the Public" portion of the agenda and during "Public Hearings". This Request to Address the City Council must be delivered to the City Clerk prior to the commencement of the meeting. The time limit for each speaker is limited to three (3) minutes. 71 Oil Ar Irl � f. o -. b 44 �tv rig L t- j -� � `\ y y. -tee � +fill, �■%�-' � ; , _ , '+:. ,bl �fi.Yt Via` L# r t oil , -, PF If IL �. - i • —. -ice,,,. - - ilk-- - <i p t r Nk qmw IMP mop IF _ 1 J •�X1 ' . I i. � - �em�rrev-� - .• 1L �4. " bf S Ftcol 14-e 4e 6 ^ f+=�l�/ �C 6r f�-fi� �r /l�-'��• _" I (©J . ALA � •• � •� ... _ � - ;� rah:. ��; y,�.� _,�, �Y'�, ,.�'. i `,�•y ••�,. S711 R . N11_ / a -I- # / ,6y- h /- b, a % {" of vv � r'-•x- } - ��.; ter- y `.� -� _-��•�r+►-►-fit*�f ,�� ` r: ' ,\. 1 . r ,�a,k yord >t kp� rz14�2ols --- Request to Address City Council Please Print 1 Name: `-- 1..`'��rv► �`� Address: -ic> Z 5 S P City: �-- Subject: Members of the public may address the'City Council during the "Comments by the Public" portion of the agenda and during "Public Hearings". This Request to Address the Gity Council must be delivered to the City Clerk prior to the commencement of the meeting. The time limit for each speaker is limited to three (3) minutes. COMMENTSFROM THE UBLIC Request to Address City Council Please Print Name: Address:. City: Subje Members of the public may address the'City Council during the "Comments by the Public" portion of the agenda and during "Public Hearings". This Request to Address the City Council must be delivered to the City Clerk prior to the commencement of the meeting. T he time limit for each speaker is limited to three (3) minutes. 01 404, Ul •• v SIMMONS WHITE D I7C CAVE RY" V I L L A G E AT PALM BEACH GARDENS Discovery Village At Palm Beach Gardens �� Rl14i ;a December 1U, 2013 Planning_ Zoning_ Anna;; and y y � :•, • ❖ Approval of a Planned Community Development Amendment: minor modification of preserve boundaries and reduction in intensity Approval of a Major Site Plan: 120 Unit/138 bed ALF ❖ Hpprovai or one ti) Waiver: additional parking spaces Urban Design Kilday Studios Architectural Concepts, Inc. Simmons & White, Inc. r -ol Discovery Village at Palm Beach Gardens Gables PCD 1120 Unit /138 Bed Assisted Living Facility iAINORTHLAKE BOULEVARD' 0 M e M @ All Surrounding Property GABLES PCD Z: pCD L, RL NINE 4 �rL;;L1, PL 1 `-i: !" � 11.0" ,AI' ONTE ITO (Gables PCB g Li PCD/L+ RL'' LU a F' o z C Florida TuornpUna Z: PDA/L. RL a 1W' _ Amenities:,.- ,-Bistro/Ice Cream Parlor Beauty/Barber Salon. Librar- omp .hers . ? "' mange and Dir ing Wellness Center/Pool] Outdoor Courtyards Putting Green, Vita T'' Gardens, tranquility. G via ; 120 unit/138 bed ALF 129,831 sf 1 and 3 stories (38)-1011) Assisted Living — 68 beds - Supervised Living — 40 beds Memory Care — 30 beds j. Average Age - 85 f 46 Ik7 -4 ps lwq 6-- W. M ip Discovery Village at Palm Beach Gardens fi&�A Gables PCD 1120 Unit /138 Bed Assisted Living Facilitv rLIT 11K I I INN 414 14 Decorative Windows Decorative Millwork Mosaic Tile Bandin *I Discovery Village at Palm Beach Gardens ok Gables PCD 1 120 Unit /138 Bed Assisted Livina Facilitv Decorative Towers 'A.R71AL FROW r_LeVA'60,; Fr Columns � � v �' 9,-ONT El EVATION GON T . Varied Roof Lines — - Stone PARTIAL DEAR ELEVATION } PARTIAL REAR ELEVATION GONT. 4 Discovery Village at Palm Beach Gardens Pk Gables PCD 1 120 Unit /138 Bed Assisted Livina Facilitv Four Sided Architecture Upper: Irish Cream Trim: Greek Villa, Plantation Brown T_C Discovery Village at Palm Beach Gardens Gables PCD 1120 Unit /138 Bed Assisted Living Facility Trees/Palms: Pines, Oaks, {' Dahoon Holly, Wild Date Palm, Alexander Palm, Sabal Palm, Montgomery Palm Flowering Trees: Crape ` Myrtle, Pink Tabebeuia, Purple DISCOVERY VILLAGE ASSISTED LNING FACILITY K a LL Shrubs: Cocopulm $'ilw r Button Wood, Crinumxi;j Spanish Stopper, JatrYopba, `) Podocarpus, Lady Palm, Saw Palmetto, Jasm;l" 6 e Ferns, Grasses, 4aI Bougainvillea, Croton illy,3-�_r Iris rt� Native transition to wetlands Exercise Garden Farming Garden Tranquility Garden Entry Fountain Discovery Village at Palm Beach Gardens Gables PCD 1 120 Unit /138 Bed Assisted Living Facilitv .Rl Pqy " ¢t4� E,liry Wa41 Sign Elevation �.- 36 ac GABLES PCD _ Z-RU FLUP-Rk PLR ��f1yri� � B a-� " l� / m.z ws . � ��,_ m. m�aim,6„-__ - _ IIYIYL • �:.` s4R P J aver Detail ' - _ ^ �, ^�"�u_ 'Ra ocua GABLES PCD .OI.V .� 1QL iN-_ .$fS..ml °'T� aa+m..ut V ,' lT7Y➢±� ''� sy.. awd , _ _ -.vY r, 2 RL] ■ 'b` FLIiP=RL PLR 4-1 nD - . nrtzrn _ } f yaw .002 a_ci Ile - a+r`+`./ m Lj umxa DEVELOPMENT TEAM: n.rn aowo of �a l {f / j;q GABLES PCD 4, eew na. s, Y GABLES PCD fLUP. Ri PCG ■{1� S. RL9 a°ei ! %,•,� y �y�'��j .. Y , � �� $g Z , R-M-RL MD A "� tamr. r+xn < smt�c> Ws � _ k.rkry .eir r F� '3 Nu ufr sae rv�uSFrpn..r, uca wr.>..r.>. Wgrop � _ fR Section 78-345(d)(3): Number of Parking Spaces Required *I Discovery Village at Palm Beach Gardens fk Gables PCD 1 120 Unit /138 Bed Assisted Living Facilitv 35 Parking Spaces Required � PROPOSED Waiver to allow 97 parking spaces be provided. 62 Additional Parking Spaces (56% increase) Additional Parking required based on past experience: 13 facilities in operation with one under construction High ratio of staff to residents — 80-100 employees to 138 residents Parking is distributed throughout the site 59.8% Open Space provided Staff Recommends Approval with conditions: 1. Planned Community Development Amendment to modify the preserve boundaries and reduce intensity of ALF approval 2. Approval of a Major Site Plan for 120 unit/138 bed Assisted Living Facility 3. Approval of one (1) Waiver for 62 additional parking spaces Applicant agrees to the conditions of approval Urban Design Kilday Studios Architectural Concepts, Inc. Simmons & White, Inc. urban design ki I dad Architectural Concepts, Inc. Simmons & White, Inc. Questions ? Thank you Discovery Village at Palm Beach Gardens Gables PCD 1120 Unit /138 Bed Assisted Living Facility urban rign STUDIOS J n•,.n .. n,�s .nn LYNL^zT Rwaw sw.wm nmd_- \ \ - UNnn PIeml�q�peelYn - ..b.r Location Map �wmP rK \ v g.� SPEDPU- 6a Rrt YA1fRlJ, A4 GABLES PCD .°'°°ems sdF�• F•U LP• YL Ftu reyrtn,wra.rwYu �Mya� �ffw-u r a' Entryt'"Sgn Elevation wa aeamv umreYm d'�F �.�,. _gyp �` KY GABLES PCD y .I 1•r ,zefw� n,•nam,eAh n" . a � �l ❑ DEVELOPMENT TEAM: Yzro epppA'�s @x$ N GAE ES PCD FLYP • RL POD eYery � [M FnP.mer. aAw, nnw.y,suruxw B•d,fLxvm _. - -- M cc y I I�� '°�as�se ��:.� •moo. > y L j .Ci LLJ - GABLES PCD d FLYP. RL PfC E j m a ems• r��..s...n• �� v o LJ � ,{ \ Y�@� � - GABLES PCD Q - FLYP FL POD = .. , �� • �W^' �,� ruEo...a. .ago �. � n«x� .-.. v S- Of 7 Biltmore Lane Amenities 44 w qii7 F Benches Him. W ik r� Y A ' Life Trail Urban Design Kilday Studios Architectural Concepts, Inc. Simmons & White, Inc. Discovery Village at Palm Beach Gardens Gables PCD 1 120 Unit /138 Bed Assisted Livina Facilitv '. '- y 1'R, °Ifs_' y4� 7F �i a�-J �'Y � ..°L �, ,• } 1 .all �- +� ! Jl� I 711 , �— ; = _ - -° '. — —� - • ,� _�� ' �I� � }� �, ON� w _ � � I , ,, l �' � � r1: _.-+•7 t'�'I �. _ �'". a.. a . *I Discovery Village at Palm Beach Gardens -ok Gables PCD 1 120 Unit 1138 Bed Assisted Living Facilitv MA7ERIAL5 CHART • I 1e...r.+rFw l• IO�i rR Fu�ia W Q 41 rrli :.va r.0 ��y W . Irl I .iae9 TJr Li-4R! U.0 " _ MLr mdl%lkm hw rm M" j-.n;u#LY. ywmftk :11lA" :r44 r i141F,**KX AVW4&ILlL LNOMA4+ 64. 114 Nt 'IgrLti!'dl � 40 MIJ VA. It ko P i Im— YOM_ W"h 0— .W— &A" e f�ip.5hp.ie041 Owfur hN km r I 'SARe.. b!Y 7 am ]H MMu EWM.I ton pa 1® mAn, IA — hwo too Ra. r a er.c.: NaR W. I-L' CIA, LY>.ir M rml IDYL Request: PCID Amendment - Minor updates to the PCID Master Plan Site Plan Approval - Approve an ALF on Parcel B of the Gables PCID ALF: 120-unit/1 38-bed facility, consisting of 129,831 square feet on 9.85 acres JCdtl U fl MEN L Background: • Ordinance 3, 2002 PCD to approve: • Resolution 206, 2002 Rezoned 240.65 acres from PDA to 200 single-family units 450 multi -family units 146 ALF units Approval of 194 single-family units • Resolution 207, 2002 —Approval of 450 multi -family units PCID Master Plan Amendment: Reduction of No. of units: • Approved for 146-unit Assisted Living Facility • Applicant is requesting a 120-unit facility Minor reconfiguration of the upland preserve area boundary: • Approved 2.3 3 -acres of upland preserve area within a 9.85-acre site • Reduce the width in some areas • A preserve compensation area (0.27 acres) proposed - no net loss Z" PCO Site Details: • Three options: Memory Care, Supervised Independent Living, and Assisted Living • 120 units/ 138 beds: • 102 single -bed units • 18 double -bed units • Height: 3 stories tall / 3 8' 10" • AccessoryUses: 5,000 SF w/ wellness center, sundry shop, bank, and beauty salon • Signage: One entrance sign at either side of the entrance 5EE ATTACHED EXTERIOR FINISH r-' SPECIFICATIONS FOR COLORS ANON¶ ➢LE oEcaaanuE Enw E�w MATERIALS DETAILS R-� FLAGSTONE sv-i Fff / TC� ceps � �-.. �---- "�� - ET; c 0VkRY' V f L L A G L Site Details Continued: • Access: • Jog Road - primary access and egress • Turn lanes are being proposed • Emergency access through Biltmore Lane • Traffic Concurrency: • Palm Beach County determined trips are vested 0 Less units being proposed • Drainage : • Through existing drainage system • Outfall — at SE corner of site near the project entrance • Drainage will discharge into the lake system Landscape Plan: • Primarily native plantings: Combination of Pines, Sables, Palms and Live Oaks • 10' wide or greater landscape buffers in addition to the upland preserve areas around the perimeter of the parcel • Applicant providing 60% open space, or 5.86-acres Architecture: -ART AL =a V EVA1 4 n7n7 � FF4NT ELEvA1110K CONi i 'Wen RZn VL{ATrCN --- i e p�jgffpi riim�i. 1`1 Features: Balconies Stone veneer Columns Canopies & porticos Tower elements Articulations across front Varied building roof heights Clay -barrel tile roof Colors: "Beach House" Waiver Request: Staff Cade Section Requirement Proposed Waiver Support 78-345(d)(3)Required 1 spade per 4 97 spaces 62 spaces Appro•,al Off -Street P'ark;ng residents for proposed proposed Spaces, Table 33 assisted living = 35 spaces • Code Requirement: 1 space per 4 residents for ALFs • Applicant requesting approval of 97 parking spaces Justification: • Staff, vendors, and visitors frequent the site • Parking spaces located throughout site • Minimal visual impact Summary: • Consistent with the overall intent of the goals, objectives, and policies of the City's Comprehensive Plan • Proposed development is consistent with previous approval • No net -loss of preserve area • Minimal impact to surrounding areas • Staff supports waiver request Recommendation: Staff recommends APPROVAL of petition PCDA-13-11-000020 and petition SPLN-13-06-000011 with one (1) waiver. City of Palm Beach Gardens PUDA-1 3-11-000051 Planning, Zoning & Appeals Board December 10, 2013 REQUEST The applicant is requesting to amend the property development regulations that were established for Bent Tree PUD, etback for specifically, reducing the rear s lots 11 — 26 from 65' to 55'. LOCATION i b^ Y "Timber Trace OldP,cIm r = Elementary 1 Watson R Duncan Middle It SENT - Owl 44 . E 1 TREE Shady` 17 rw L.2 a Lakes ,•,� . � � W •:-'tit*�r�� 'Ei% q 4� Hampton Gardens o �r f ` Cay a oouberry. Bent Tree PUD: HISTORY • Ordinance 21, 1993 - Bent Tree PUD was approved by the City Council • Resolution 103, 1994 - City Council approved an amendment to the PUD: — New model home elevations — New exterior color schemes — Modified floor area ratios on the zero lot line homes. ZONING SITE DETAILS • Size = 56 acres • Total Residential Units =185 — 120 single-family detached — 65 zero lot line • 0.95 acre recreation site (pool, cabana &two tennis courts) • 16 subject lots - -7 I y. r� s � i. S � y LOTS 11 126 • Setback area consists of: — 50' Landscape Buffer — + Additional 5' Accessory structure / 15' Principal structure setback it • The 50' landscape buffer area is not a preserve • Applicant is requesting to change rear setback for principal structures ' to match accessory structures � •� GRAPHIC COMPARISON * Diagram 1 Existing Property Rear Setbacks Diagram 2 Proposed Property Rear Setbacks *NOT TO SCALE - -7 { :.4. STAFF ANALYST • Owners limited in utilizing full lot coverage due to large rear setback - 33% vs. 40% • The 50' landscape buffer provides significant and adequate buffering - Code requires 8' [per Sec. 78-319] • Shady Lakes Landscape Buffer is 15, for a total of 65' btw. 2 communities • No changes are proposed to the landscape buffer • All other property development regulations remain the same (height, lot coverage, front and side setbacks) • Subject properties limited to 1 story homes, per site plan • Accessory structures already constructed can be enclosed - -7 y RECOMMENDATION Staff recommends approval of petition PUDA-13-11-000051 with 1 condition: Prior to the issuance of any permits for any structures within the rear yard, or 120 days after City Council approval, whichever comes first, the community -wide perimeter landscape buffer, located in the platted landscape buffer easement, shall be restored to be in full compliance with the approved development order of the Bent Tree PUD and City Code, as determined by the Director of Planning and Zoning. A one-time extension up to 6 months may be granted by the Director of Planning and Zoning upon written request and good cause shown by the Applicant. - -7 Oil Public Notice: PUD Amendme'n • Two events require notice: Planning, Zoning and Appeals Board (PZAB), and City Council • Requirements for PZAB — Sign must be posted on property (11 /25/13 — Posted 11 /22/13) — Legal advertisement must be posted in newspaper (11/29/13) • Requirements for City Council — Sign must be posted on property — Legal advertisement must be posted in newspaper — Mailer notices must be sent to property owners within 500' CITY ()F PALfYI BEACH GARDEINS NOTICE OF PUBLIC HEARING PLEASE TAKE NOTICE that. The Manning, Zoning, and 6sppeal€ BOO rd of the City of Palm Beach Gaedens, Florida will conduct a Puhhc Hearing on @ecember-10. 2a13, at 6'00 p..m., 0r as soon iherea4ter as can be heard and Continuing from time to time and place to place ds neCessary, In the M,idpal Complex Building loxatert at 10500 north NSIlltary 'Frail, Palm Beath Carden&, Florida to consider and makfi recommendations to the City council rzgardirng the followi09:. PUDA-13.11-1706451 - A reque. t tor. a Planned Unit Development (RUD) amendment affecting 16 pareeis of [,and within the Bent Tree PIUD to redu(C the rear b-I d l ng set.bo ck from as feet to 55 feet, The Behr Tree PGID is apprr)ximately 56 acres in 5,Re and located on the east side of Central Boulevard, approximateIV 0.3 miles north of PGA Boulevard - All members of the public are invited to attend and particilrpte(nthis public hearing. All ducuments pertaining to this petitior. matet Inspected lacy the public in the Planning and Zoning 6epartrylent (561.799-4243) located at the Muni0pal Complex Building during regular business hours, Wlonday through Friday, 9:00 a.m. - S:Op p,n5., except For holidays. PLEASE TAKE NOTICE AND BE ADVI51D thatif any interes9.0d" party yvl€hes to appeal any decision made by the Planning, Zoning, and Appeal€ Board with respect to anv matter con5tdeted atthIs publichearing, satin Interested partieiwill need a record of the proceedings and may need to ensure that a verbAtim record is made, including the`iestimony dnd evidonce, upon winir`h the apeeal is to tle based, In accordanfe with the Amrerk Akins with Djsabilit+Cs Act and section 265.26, Florida Statutes, per59ns with disabilities needing special accommodations In order to participate in this proctedsng are entitled to the provision of certain assl:stanct at no cost. Please 46ll the City Cterk's.dffice at 5G1-7®9-4122 no later than ti%,e (5) days prig* to the hearing if th+s assista+•ce i5 required. For hearing impair-1 assr,tarrre. plea€a call She Flat to@ R.eldV Sera) e Frurnbers: S00,955-aM (rODD ar 800- 955.6770 (VOICE), toann 5karia, Proj ect M anage r PUB: The Palm Beach Post 11-29f ZQ13 0161955 Dent Tree Property Owners Assciclatlon, Inc, clo Bristol Management SBrul[es, Inc- 1930 Commerce Lane, Suite 1, Jupiter FL 3345B Office: (5,151) 575-3551 Fax:15b1) 575-543.3 Website: ww1w krrl_sk4lrrr�rwRet City of Palrn Beach Gardens Planning and Zoning 10500 North Military Trail Palm Beach Gardens, Florida, 33418 Atten; Mls, Pamela Chanitz eIt e I - 1211 We authorize Allen Amett to make an applicati0n to amend the Planned Unit Development for the community of Bent Tree to remove the additional 10' setback for . p4nna�nent structures at the rear of lots 11-25, • A vote was taken after a presentation by Allen Arnett and all Ward members are in . fav0r 0f this change. The= tx,rreret 50' landscape tatrEfar and' setback far acoess0ry structures shall re main In Ail place. Total setbackshall be 55' and no structures in Bent Tree shall becloser than 55' wthorization from the property line_ No landscaping shall be removed from the landscape buffer. All cite fees associated with cfiangirng the setback shall be the responsiNIO of the residant submitting the application. n y6 Treasurer w tiRe,.a tbacks 4. • Code only requires an 8' PUD buffer — subject properties exceed this requirement by 42' • Rear Setbacks in other communities — Bent Tree (proposed) = 55' — RL-2 zoning = 15' — RL-3 zoning = 10' — Shady Lakes = 15' — Gardenia Isles = 10' — Magnolia Bay = 10' — Paloma SFH = 10' — Evergrene = 10' 5' Accessory Structures L 10' Primary Structures 1 fi s = i LOT COVERAGE ' andscape Buffer 1U (Illustrative purposes only - not to scale) 5' Primary & Accessory Structures U) ti 11 20' Front Setback 1 20' Front Setback Current Situation Proposed U M N U) U) ti Other Bent Tree Single Family Detached Lots