Loading...
HomeMy Public PortalAbout05 13 2022 Agenda with back-up May 6, 2022 MAYOR: Scott W. Morgan VICE MAYOR: Thomas M. Stanley COMMISSIONER: Paul A. Lyons, Jr. Joan K. Orthwein Thomas A. Smith REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM, ON FRIDAY, MAY 13, 2022, AT 9:00 A.M. IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, l00 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order. II. Pledge of Allegiance. III. Roll Call. IV. Minutes. A. Regular Meeting of April 8, 2022. V. Additions, withdrawals, deferrals, arrangement of agenda items. VI. Announcements. A. Regular Meetings and Public Hearings 1. June 10, 2022, at 9:00 A.M. 2. July 8, 2022, at 9:00 A.M. 3. August 12, 2022, at 9:00 A.M. 4. September 9, 2022, at 4:00 P.M. 5. September 9, 2022, at 5:01 P.M. 6. October 14, 2022, at 9:00 A.M. VII. Communication from the Public (3 min. maximum) A. Duck Crossing - Emma Imperatore & Valentina Autiero VIII. PUBLIC HEARING A. Declaration of Ex-Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by Ryan Swilley, as Agent for the Gulf Stream Golf Club, the owner of property located at 346 Golfview Drive, Gulf Stream, Florida, legally described as Government Lot 3 (less northerly 1415.27 ft. Lying east of Ocean Blvd.) & 4-46-43, east ¼ of southeast ¼ lying east of Intracoastal Waterway, A/K/A the Gulf Stream Golf Course. a. Special Exception to permit a Reverse Osmosis Water Plant in Outdoor Recreation District. b. Demolition Permit to demolish an existing maintenance/storage building to enable construction of RO Water Plant and Water Storage Tank. c. Land Clearing Permit to clear existing vegetation from the building site. d. Level 3 Architectural/Site Plan Review to permit a small relocation of a previously approved Reverse Osmosis Water Plant in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. 2. An application submitted by Bluewater Cove-Gulf Stream LLC, owner of the property located at Bluewater Cove and Avenue au Soleil in the Town of Gulf Stream, legally AGENDA CONTINUED described as 4-46-43, S 274 ft. of SE ¼ of NE ¼ lying W of & adj. to FIND Cnl F/K/A S 274 ft. of MSA 640-A in DB 601 Pg 335 + F/K as 274 ft. of MSA 640-A DB636 P 497. a. Variance to add a 5’ wide x 20’long timber dock at the east end of Bluewater Cove which will extend 5 ft. over the FIND Canal. b. Level 3 Architectural/Site Plan Review to permit the construction of a Community Walkway and waterfront Platform lying between and contiguous to Lots 7 and 8 which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. 3. An application submitted by Bluewater Cove-Gulf Stream LLC, owner of property located at 2923 Bluewater Cove, Gulf Stream, Florida legally described as that portion of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of Section 4, Township 46 South, Range 43 East, Palm Beach County, Florida. Beginning at the southwest corner of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of said Section 4; thence N.2° 05’25” W., along the west line of the southeast quarter (N.E. ¼) of said section 4, a distance of 274.07 feet to a point on a line 274.00 north of and parallel to the south line of southeast quarter (S.E. ¼) of the northeast quarter (NE. ¼) of said section 4: thence N.89° 14’58” E., along said parallel line a distance of 692.60 feet to a point on the west right of way of the Intracoastal Waterway as shown on plat book 17, page 14-A, Public Records of Palm Beach County, Florida: thence S. ll°10’38” W., along said west right of way line, a distance of 280.05 feet to a point on the south line of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of said section 4; thence S. 89°14’58” W., along said south line, a distance of 628.32 feet to the point of beginning. a. Variance to add a 5’ wide x 9l.5’ long wooden dock which will extend 5’ over the FIND Canal on the east side of this vacant property. b. Level 3 Architectural/Site Plan Review to permit the construction of a 5’ wide x 5l.5’ wooden dock that will extend 5’ over the FIND Canal at 2923 Bluewater Cove, which, at this time, is a vacant lot. 4. An application submitted by Bluewater Cove-Gulf Stream LLC, owner of property located at 2924 Bluewater Cove, Gulf Stream, Florida legally described as that portion of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of Section 4, Township 46 South, Range 43 East, Palm Beach County, Florida described as follows: Beginning at the southwest corner of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of said section 4; thence N.2°05’25”W., along the west line of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼)of said Section 4, a distance of 274.07 feet to a point on a line 274.00 north of and parallel to the south line of southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of said Section 4; thence N.89°14’58”E., along said parallel line a distance of 692.60 feet to a point on the west right of way of the Intracoastal Waterway as show on Plat Book 17, page 14-A, Public Records of Palm Beach County, Florida, thence S. 11°10’38”W., along said west right of way line, a distance of 280.5 feet to a point on the south line of the southeast quarter (S.E. ¼) of the northeast quarter (N.E. ¼) of said Section 4, thence S. AGENDA CONTINUED 89°14’58” W., along said south line, a distance of 628.32 feet to the point of beginning. a. Variance to add a 5’x91.5’ wooden dock on east side of this vacant property b. Level 3 Architectural/Site Plan Review to construct a 5’x 91.5’ wooden deck that extends 5’ over the Canal on the east side of this vacant property. IX. Reports. A. Town Manager 1. Utility Undergrounding 2. Feral Cats - Place Au Soleil 3. Place Au Soleil - Right Turn Lane 4. Update - Rezoning Request for Auto Dealership West of Place au Soleil. B. Architectural Review & Planning Board l. Meeting Dates a. May 26, 2022, at 8:30 A.M. b. June 23,2022, at 8:30 A.M. c. July 28, 2022, at 8:30 A.M. d. September 22, at 8:30 A.M. e. October 27, 2022, at 8:30 A.M. C. Finance Director l. Financial Report for April 2022 2. Water Usage Report for March 2022 D. Police Chief l. Activity for April 2022 2. New State Bike Rules X. Items for Commission Action. A. Appointments of two ARPB members and one alternate ARPB member. B. Ordinance No. 22/5 AN ORDINANCE OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 70, GULF STREAM DESIGN MANUAL; ARTICLE IV, SITE DEVELOPMENT REGULATIONS; REMOVING THE REDUNDANT SECTION 70-81 – SUMMARY OF SITE DEVELOPMENT REGULATIONS, IN ITS ENTIRETY; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL OF ORDINANCES IN CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING AN EFFECTIVE DATE. (First Reading) C. Items by Mayor & Commissioners XI. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, 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. F.S.S. 286.0105 MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM, ON APRIL 8, 2022, AT 9:00 A.M. IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, l00 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order Mayor Morgan called the meeting to order at 9:00 A.M. II. Pledge of Allegiance Mayor Morgan led the Pledge of Allegiance. III. Roll Call Present and Participating: Scott W. Morgan Mayor Thomas W. Stanley Vice Mayor Paul A. Lyons Commissioner Joan K. Orthwein Commissioner Also Present & Participating: Gregory Dunham Town Manager Edward Nazzaro Asst. Town Attorney Edward Allen Chief of Police Rita Taylor Town Clerk Absent w/Notice: Donna White Commissioner IV. Minutes A. Regular Meeting of March 11, 2022 Vice Mayor Stanley made a motion to approve the minutes of the regular meeting on March 11, 2022. Commissioner Orthwein seconded the motion with all voting AYE at roll call. V. Additions, withdrawals, deferrals, arrangement of agenda items. Town Manager Dunham explained that Item X. D. would be moving to become Item VI. C. VI. Announcements. A. Regular Meetings and Public Hearings 1. May 13, 2022, at 9:00 A.M. 2. June 10, 2022, at 9:00 A.M. 3. July 8, 2022, at 9:00 A.M. 4. August 12, 2022, at 9:00 A.M. 5. September 9, 2022, at 9:00 A.M. Mayor Morgan called attention to the upcoming meeting dates. B. Legislative Update-Senator Lori Berman, District 31 Senator Lori Berman gave a Legislative Update stating that they had passed a balanced budget of 112 billion dollars with a lot of money coming to Palm Beach County for many projects including first responders and teachers receiving raises. She said that every ten years they must Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. do re-districting, which they did, but the Governor vetoed, so they are going to be having a special session on April 19, 2022, to work on the Congressional Maps. Senator Berman spoke about pre-emptions with one passing that allows smoking and vaping to be regulated in parks and beaches, with the exception of cigars, which cannot be regulated. She ended with what she called the silliest bill that was passed stating that Strawberry Shortcake is now the official dessert of the State of Florida with Key Lime Pie still being the official pie. Mayor Morgan thanked Senator Berman for coming and added that she was a strong defender of Home Rule, which is what affected the Town of Gulf Stream the most. C. RESOLUTION NO. 22-02; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, AUTHORIZING THE MAYOR OF GULF STREAM TO SIGN SETTLEMENT AGREEMENTS IN CASE NUMBERS 2015-CA-001498; 2019-CA-008709; AND 2020-CA-002159; PROVIDING AN EFFECTIVE DATE, AND FOR OTHER PURPOSES. Attorney Hudson Gill, who represents the Town of Gulf Stream, explained the resolution, adding that it would save the Town money. Mayor Morgan asked Assistant Town Attorney Nazzaro if he agreed with Mr. Gill, to which Mr. Nazzaro answered in the affirmative. Town Clerk Taylor then read Resolution 22-02 and Vice Mayor Stanley made a motion to adopt the Resolution. Commissioner Orthwein seconded the motion with all voting AYE at roll call. VII. Communication from the Public (3 min. maximum) There was none. VIII. PUBLIC HEARING A. Declaration of Ex-Parte Communication Mayor Morgan stated that he had spoken to Mr. Tom Murphy about some of the issues, but nothing in great detail. B. Administer Oaths Town Clerk Taylor swore in Mr. Tom Murphy, Mr. Mark Marsh, Mr. Hung Huynh, and Mr. Dan Carter. C. Applications for Development Approval 1. An application submitted by T. N. Murphy, Esq., Agent for Hunter J. Smith, Trustee of the Fourth Amended and Restated Hunter J. Smith Living Trust U/A/P 12/29/16, the owners of property located at l9l9 N. Ocean Blvd., Gulf Stream, Florida, which is legally described as Lot 1, William H. Evans Subdivision, Town of Gulf Stream, as Recorded in Plat Book 53, Page 48, Public Records in and for Palm Beach County, Florida. a. VARIANCE to permit installation below the 1978 Coastal Construction Control Line, of approximately 250 ft. of 5 2 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. ft. high, black aluminum picket perimeter fencing, for the existing two story, single-family residence. Mr. Tom Murphy gave a legal description of why they felt they met the criteria for the variance. He explained the major reason for the fencing was for security and the property was wide open to the golf club as well as the beach area. Mr. Mark Marsh, Architect, explained the location and what they were looking to do with fencing the area and gave a detailed PowerPoint presentation. Mayor Morgan stated that it looked like there was extensive sea grape that would be difficult to navigate, to which Mr. Murphy answered there was a pathway to the beach. Commissioner Orthwein wondered if this was now going to be an ongoing request from other beach owners regarding security, to which Mr. Murphy answered this property was the only one that was affected so extensively with the need for security. Commissioner Lyons stated that during the summer months there was a lot of people who parked and walked across the eighteenth hole to get to the beach. Mayor Morgan stated that was the most convincing argument regarding the need for the variance with the golf course being so close in proximity to the property and trespassing being an issue. Chief Allen stated people could legally stop on the right-of-way on A1A, but they do frequently give out trespassing warnings. Vice Mayor Stanley asked about sea grape maintenance to which Mr. Marsh answered that the DEP required it be kept between 32-36”. Commissioner Lyons asked if there had been any comments from the Orthwein’s, who were next door. Mr. Marsh stated they had two requirements which were that the new chain link be kept on the Harris property and the affected sea grape be supplemented and re-planted and screen the fence from their view to which they have agreed. Vice Mayor Stanley made a motion to approve a variance from the provisions in Section 70-74 and 70-187(7) to allow the installation of approximately 250 ft. of five ft. high, black aluminum picket perimeter fencing on top of the existing seawall, which is east of the Coastal Construction Control Line. Commissioner Orthwein seconded the motion with all voting AYE at roll call. 2. An application submitted by M. Mark Marsh of Bridges, Marsh, and Associates as Agent for 14 Driftwood Landing Revocable Trust, the owners of property located at 14 Driftwood Landing, Gulf Stream, Florida which is legally Described as Lot 2, Driftwood Landing as recorded in Plat Book 30, Pages 211 & 232 of the Public Records of Palm Beach County Florida. a. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a single family, partial two story, 6,074 sq. ft. Cape Dutch dwelling with attached two- car garage, and a swimming pool. Mr. Mark Marsh, Architect, gave a detailed PowerPoint presentation on this unique vacant lot. He stated the house being built 3 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. was predominantly a single-story with a two-story area on the extreme north. Mr. Marsh noted that the owners didn’t want to disturb the natural beauty of the area, but it was having to be raised approximately four ft. per FEMA requirements. He stated this was a Cape Dutch-style home and wanted to keep it as authentic as possible, dove-white in color with a clay tile roof in a gray color, which he noted was different from the burnt orange they had shown at the ARPB. The Commission agreed with the change and liked it better than the orange. Mr. Marsh stated that the ARPB had requested an architectural element be added to the garage wall, which they had done. Mr. Cory Meyer, Landscape Architect, gave a detailed presentation of the landscaping on the property that would be a lush, tropical mixture of vegetation. Mr. Meyer stated that comments from the neighbors were given at the ARPB meeting, so they have added more vegetation for screening on the south side of the property to solve that issue. Vice Mayor Stanley made a motion to approve a Level III Architectural/Site Plan to permit the construction of a single-story and partial two-story, 6,074 sq. ft. Cape Dutch single-family dwelling with garage and swimming pool, with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping Commissioner Orthwein seconded the motion with all voting AYE at roll call. 3. An application submitted by Agent Patrick Ryan O’Connell for Stephen & Jennifer Streit, the owners of the property located at 590 Wright Way, legally described as Sections 3 & 7, Township 46 South, Range 43 east, Palm Beach County, Florida, recorded in ORB 27602, Pg. 1775. a. SPECIAL EXCEPTION to allow the addition of 20 sq. ft. of covered entry. b. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW covering the covered front entry, remodeling the existing swimming pool, upgrading the hardscape, and adding new landscaping. Mr. Steve Streit introduced himself as owner of the property at 590 Wright Way and stated they loved living in Gulf Stream and were wanting to make enhancements to an already beautiful house. Mr. Hung Huynh, Architect, was presenting in the place of Mr. O’Connell who presented at the ARPB meeting. Mr. Huynh gave a detailed PowerPoint presentation and stated they would be replacing all the windows and doors, removing the tiny coins and making some cosmetic improvements, as well as some landscape renovations and renovations to the existing pool. Mr. Huynh stated they would be replacing the aluminum gutters and downspouts with copper and replacing the roof with white flat tile. The 20 sq. ft. of covered entry was to get rid of the flat face on the front 4 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. two-story wall, he added. Mayor Morgan interjected and stated that was really the issue before the Commission and the special exception made perfect sense in this situation. Vice Mayor Stanley made a motion to approve a Special Exception to allow the addition of 20 sq. ft. of covered entry that exceeds the maximum permitted FAR. Commissioner Orthwein seconded the motion with all voting AYE at roll call. Vice Mayor Stanley made a motion to approve a Level III Architectural/Site Plan to permit the renovation of the exterior of an existing two-story house including replacing doors, windows, roof, a new covered entry feature, other cosmetic improvements, landscape renovations and renovations to the existing pool with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval prior to commencement of landscaping. Commissioner Orthwein seconded the motion with all voting AYE at roll call. 4. An application submitted by Agent Dan Carter for Ryan Howard and Bridget Nolan, owners of the property located at 578 Palm Way, Gulf Stream, Florida, legally described as Plat Book 24, Page 73, Polo Cove. a. SPECIAL EXCEPTION to construct a 564 sq. ft. Pergola Open Air with 10 ft. rear setback. b. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to replace 2 awnings with 1 Pergola & 1 cantilevered awning over pool terrace and re-landscaping. Mr. Dan Carter, Landscape Architect, explained the owners were wanting to replace two vinyl awnings in the back yard with open-air pergola structures to add light and get rid of the dampness the awnings cause. He stated the pergola worked electronically and manually. Mr. Carter stated they were also adding a coral deck area but were within the square footage allowed. Vice Mayor Stanley asked what the material was made of for the pergola, which Mr. Carter answered it was powder-coated aluminum. Vice Mayor Stanley made a motion to approve a Special Exception to permit the rear setback to be 10 ft., as provided in Section 70- 75(e). Commissioner Orthwein seconded the motion with all voting AYE at roll call. Vice Mayor Stanley made a motion to approve a Level III Architectural/Site plan to permit the renovation of the pool terrace and upgrade existing landscaping and materials with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval 5 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. prior to commencement of landscaping. Commissioner Orthwein seconded the motion with all voting AYE at roll call. D. Ordinances 1. No. 22/3; AN ORDINANCE OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUTY, FLORIDA AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 22, NUISANCES; ARTICLE 1. IN GENERAL; SECTION 22-1 LITTER, TO PROHIBIT THE PLACEMENT OF BULK OR VEGETATIVE DEBRIS FOR COLLECTION EXCEPT FOR 24 HOURS PRIOR TO PICKUP AND TO REQUIRE VEGETATIVE DEBRIS INCIDENT TO LAWN MAINTENANCE BE REMOVED THE SAME DAY IT IS CREATED OR ACCUMULATED; PROVIDING FOR REPEAL OF ORDINANCES IN CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. (2nd READING & ADOPTION) Town Clerk Taylor read Ordinance 22/3 and Commissioner Orthwein made a motion to adopt it upon second reading. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. 2. No. 22/4; AN ORDINANCE OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 66, ZONING; ARTICLE VIII, SUPPLEMENTARY DISTRICT REGULATIONS; DIVISION 2, ACCESSORY STRUCTURES AND RECREATIONAL FACILITIES; SECTION 66-369 DOCKS, AND CHAPTER 70, GULF STREAM DESIGN MANUAL, ARTICLE V, AREAWIDE STANDARDS; DIVISION 4. GENERAL OUTDOOR LIGHTING STANDARDS, SECTION 70-169; TO UPDATE THE TOWN CODE TO REFER TO THE MEASUREMENT OF BRIGHTNESS USING LUMENS INSTEAD OF THE OUTDATED STANDARD OF WATTS; PROVIDING FOR REPEAL OF ORDINANCES IN CONFLICT; POVIDING FOR CODIFICATFION; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. (2nd READING & ADOPTION) Town Clerk Taylor read Ordinance 22/4 and Commissioner Orthwein made a motion to adopt it upon second reading. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. IX. Reports. A. Town Manager 1. Utility Undergrounding Town Manager Dunham stated Comcast and FP&L were working to get everything completed and he was hoping they would be finished very soon. 2. Update on RO Water Plant for Gulf Stream Golf Club Town Manager Dunham stated that the RO Plant and tank need to be relocated. He added that they had spoken with Town Attorney Randolph, who stated that the applicant needed to re-apply due to the special exception. 3. Update on Auto Dealerships on Federal Highway 6 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. Assistant Town Attorney Nazzaro stated that the Town had received a notice a week before the hearing regarding Gunther Volvo that abuts Place au Soleil regarding a new showroom. After speaking with the City of Delray and agents it was noted that the changes and renovations happening were going to be on the Federal Highway side of the property and would not affect Place au Soleil. Regarding the vacant lots north of Gunther Volvo, Mr. Nazzaro stated that on March 30, 2022, Town staff, the Mayor, and Mr. Chet Snavely had met with the attorneys for the owners of the vacant parcels regarding what will be a forthcoming request to rezone those parcels from commercial to automotive commercial. He added that Mr. Snavely had wanted to discuss adding conditions and concessions that the Town would like prior to the rezoning. B. Architectural Review & Planning Board l. Meeting Dates a. April 28, 2022, at 8:30 A.M. b. May 26, 2022, at 8:30 A.M. c. June 23,2022, at 8:30 A.M. d. July 28, 2022, at 8:30 A.M. Mayor Morgan called attention to the upcoming dates of the ARPB meetings. C. Finance Director l. Financial Report for March 2022 Town Manager Dunham stated the report was 50% of the budget and they were already beginning work on the budget for the next fiscal year. D. Police Chief l. Activity for March 2022 Chief Allen asked that the report be accepted as submitted and wanted to add that two more cars had been stolen, one in the Core District and one in Place au Soleil. The keys were in them, he said, but added that the thieves were very bold and working the entire State. Chief Allen noted that the Police Department was now up to twelve men, with a former officer, Officer Raymond Batista, coming back after deciding he wasn’t ready for retirement after all. Mayor Morgan accepted both reports as submitted. X. Items for Commission Action. A. Resignation of Commissioner Donna White Mayor Morgan stated that long-standing Commission-member, Donna White was moving out of town, so she had resigned from the Commission and they needed to replace her seat. He added that in this instance, the Town typically reaches out to the Chairman and Vice Chairman of the ARPB, which they had done. Due to work conflicts, Vice Chairman, Malcolm Murphy, asked that he not be considered. Mayor Morgan praised Thom Smith’s abilities as ARPB Chairman and recommended he be considered to replace Donna White. Commissioner Orthwein agreed that 7 Minutes of Town Commission Regular Meeting April 8, 2022 @ 9:00 A.M. Mr. Smith was an excellent choice. Commissioner Lyons agreed and added that he had great judgment and local knowledge. B. Appointment of a Commission Member Commissioner Orthwein made a motion to appoint Thomas Smith as a new Commissioner. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. C. Designation of a Voting Delegate & Alternates to the Palm Beach County League of Cities, Inc. Commissioner Orthwein made a motion to approve the Designation of Voting Delegates and Alternates to the PBC League of Cities, Inc. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. D. Items by Mayor & Commissioners Assistant Town Attorney noted that there was now a vacant seat on the ARPB that needed to be filled. With two alternates, Mr. Nazzaro stated that staff had contacted Robert Canfield asking if he would be interested in filling that seat as a regular member, to which he had agreed. Commissioner Orthwein noted that he was a resident of Place au Soleil and Mayor Morgan added that he had heard good things about Mr. Canfield, so he didn’t see the need to wait 60 days. Commissioner Orthwein made a motion to appoint Robert Canfield from alternate to a regular member of the ARPB. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. Mayor Morgan stated that there had been a concern raised from Place au Soleil that with the new development of Bluewater Cove, there was going to be an increase in traffic. He asked the staff to look into the possibility of adding a right turn lane going north out of Place au Soleil. XI. Adjournment. Mayor Morgan adjourned the meeting at 10:27 A.M. Reneé Basel Deputy Town Clerk 8 April 10, 2022 Dear Head of Gulf Stream Town Hall, Our names are Emma Imperatore and Valentina Autiero and we are students at Gulf Stream School. In February of 2020, when we were in second grade, I saw a local Muscovy duck get killed by a speeding car close to The Little Club golf course on Sea Road. I was very upset and I told my friend Emma about it and she was very upset too. I asked Emma if she wanted to help me try to make sure it never happened again. In March of 2020 we went to a Town Hall meeting and presented the idea of installing duck crossing signs on both Sea Road, for south driving cars, and on Gulf Stream Road, for north driving cars. Mayor Scott Morgan liked our idea and asked us if we could try to get signatures from the property owners that would be affected by the installation of these signs. For the southbound cars we were thinking of putting one of the signs at the edge of your property on Sea Road, between the speed limit sign and the Do Not Enter sign. If we could put the southbound sign at this location, we think we may be able to warn the drivers coming on to Sea Road from A1A to slow down and watch out for the ducks crossing down the street by The Little Club golf cart path and the Gulf Stream Police Station. We hope you will consider the idea of having a duck crossing sign on your property. Emma and I are back on the agenda for the Friday, May 13th town hall meeting. If you think you would like to give permission for the duck crossing sign on your property, we would need your approval in writing by Thursday, May 12th, so we could present it at the meeting . This is our contact information: Lynn Imperatore (Emma's mom) Cell phone number: (732) 245 - 8581 Email address: ierseycabana54@aol.com Thank you very much for reading our letter and for possibly considering the installation of a duck crossing sign on your property. Thank you again, Emma Imperatore & Valentina Autiero r A44rt�� 9 a CM Q) a rn LO OD s c U Cn Q; +-d �4 4-4 •� �-i Lr) .R '� - cz �o b.0 2) c wµR 4u � � 'ti AJ � � � i►� R tj q6) U a a m Ts =a m E ai E O U Renee Basel From: M. Ford <golfingfords@aol.com> Sent: Thursday, April 14, 2022 10:48 AM To: jerseycabana54@aol.com Cc: M. Ford; gss@gulfstreamschool.org Subject: Duck Speeding Sign [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Dear Mrs. Cabana, I so appreciate Valentina's efforts in protecting our darling ducks by installing Duck Crossing Signs . We love these cute ducks and admire them at our Little Club golf course ponds. However, we do not want these signs at our property or street for aesthetic and safety reasons. Is isn't easy for us to back out of our driveway. I am afraid the sign could hinder our visibility. The signs may be better placed by GSS exit gate , and the school can announce to watch their speed as well as the police monitoring it further. Thank you. Sincerely, Mrs. Ford 561-699-1663 1 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-9 Owners: Gulf Stream Golf Club Address: 2401 NOB Agent: Ryan Swilley, agent for Gulf Stream Golf Club Proposed Improvement: The applicant is seeking a Special Exception to build a Reverse Osmosis Water Plant and Water Storage Tank in the Outdoor Recreational District and a Level III Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant and Water Storage Tank in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. Approvals Requested: Demolition Permit: A Demolition Permit to demolish an existing maintenance/storage building to enable the construction of the Reverse Osmosis Water Plant and Water Storage Tank. Special Exception: A Special Exception to permit a Reverse Osmosis Water Plant and Water Storage Tank in the Outdoor Recreational District. Land Clearing Permit A Land Clearing Permit to clear the location of the new facilities. Level III Architectural/Site Plan: A Level III Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant and Water Storage Tank in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. Gross Lot size: N/A Effective Lot Area: N/A Proposed Total Floor Area: N/A Allowable: N/A Zoning District: OR-Outdoor Rec Height: 18.5’ Finished Floor: N/A Eave Height: 12’ Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 66-254 Special Exceptions Section 66-257 Building or Structure Height Limit _____________________________________________________________________________________ Note: The Reverse Osmosis Water Plant project involves the construction of two new structures: (1) a new maintenance building (2400sf, 1-story); and (2) a new ground storage tank to store irrigation water for the golf course. Both structures are required to be fully screened from view from adjacent properties. Town Commission ARPB File #22-9 ARPB: April 28, 2022 TOWN COMMISSION: May 13, 2022 Page 2 This application was originally approved by the ARPB on June 3, 2021 and by the Town Commission on June 11, 2021. Subsequent geological analysis by the Golf Club determined that the soil of the proposed location of both the water plant and storage tank was not conducive to the construction of either structure. Due to the requirements contained in the Special Exception, the new location must be reviewed for compliance. The ARPB also counseled the applicant to ensure they adequately screen the buildings as required by the Special Exception. Motions: Motion to approve a Demolition Permit to demolish an existing maintenance/storage building to enable the construction of a new Reverse Osmosis Water Plant and Water Storage Tank. Motion to approve a Special Exception to permit a Reverse Osmosis Water Plant and Water Storage Tank in the Outdoor Recreational District. Motion to approve a Land Clearing Permit to clear the location of the new facilities. Motion to approve a Level III Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant and Water Storage Tank in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. ARPB Date: April 28, 2022 Action: Demolition Permit to demolish an existing maintenance/storage building to enable the construction of a new Reverse Osmosis Water Plant and Water Storage Tank. – approved 5-0 Action: Special Exception to permit a Reverse Osmosis Water Plant and Water Storage Tank in the Outdoor Recreational District. – Recommend approval 5-0 Action: Level III Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant and Water Storage Tank in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. – Recommend approval 5-0 TOWN COMMISSION Date: May 13, 2022 Action: Demolition Permit Action: Special Exception Action: Land Clearing Permit Action: Level III Architectural/Site Plan Review TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-11 Owner: Bluewater Cove Gulf Stream, LLC Address: Bluewater Cove and Agent: N/A Avenue au Soleil Proposed Improvement: Add a 5’ wide X 20’ long timber dock per sea diversified plan. Approvals Requested: Variance: To add a 5’ wide X 20’ long timber dock at the east end of Bluewater Cove which will extend five feet into the intercoastal waterway. Level III Architectural/Site Plan Review: To permit the construction of a Community Walkway and Waterfront Platform lying between and contiguous to Lots 7 and 8, which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. Gross Lot size: N/A Effective Lot Area: N/A Proposed Total Floor Area: N/A Allowable: N/A Zoning District: RS-P Entry Feature Height: N/A Pervious Area Required: N/A Pervious Area Provided: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 66-154 Standards: Regarding Variances Section 66-369 Docks _____________________________________________________________________________________ Discussion: The applicant is seeking relief from various provisions of the Town Code Section 66-369. Docks. which states in part as follows: Permitted as accessory use. Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. The dock proposed by the applicant is to serve as an observation platform owned and maintained by the Bluewater Cove association, and not as an accessory use to any one single-family dwelling, but many. Further, it is constructed on land that does not have a single family dwelling, and does not meet the setback requirements. The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. ARPB File # 22-11 ARPB: April 28, 2022 Page 2 TOWN COMMISSION: May 13, 2022 When making a decision on this application for a variance, the Town Commission must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. Motions: Motion to approve/deny a Variance from the provisions of Section 66-369 of the Town Code to add a 5’ wide X 20’ long timber dock at the east end of Bluewater Cove which will extend five feet over the intercoastal waterway. Motion to approve/deny a Level III Architectural/Site Plan Review to permit the construction of a Community Walkway and Waterfront Platform lying between and contiguous to Lots 7 and 8, which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. _____________________________________________________________________________________ ARPB Date: April 28, 2022 Action: Variance from the provisions of Section 66-369 of the Town Code to add a 5’ wide X 20’ long timber dock at the east end of Bluewater Cove which will extend five feet over the intercoastal waterway. – Recommend denial 5-0 because numbers 1, 2, 4 and 5 of the criteria had not been met. Action: Level III Architectural/Site Plan Review to permit the construction of a Community Walkway and Waterfront Platform lying between and contiguous to Lots 7 and 8, which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. – Recommend denial 5-0. Town Commission Date: May 13, 2022 Action: Variance - Level III Architectural/Site Plan Review - Q° O J LL 1— J� Q 0 �� o CU C O O E ~ Ci v Q C N Q tY ~ G C 11 Lo. !� cop m E� o a Q UUT ai 3� m L O = N � O U)m O o a �E0€ Mc 3< os N O }� « {p C d> .. O ') a a�E� m 0 0 0 t� C U. cc �LL N @ > R o(Da� a onoiao NLE� .0 i i- Q O CO U EL _m C .a 0 CL U � V—O Q OR 0 S 3 o� x a �.� N 1� O � a� c � cc (A > Q N C O Q O U N d a` a C�a Q Q Q Q c O C O O LL 0 a x U- v U m ZED v N � o o�W UO ®Em tp Q No CLcc L � O Q�F- O O O a' �� Q O to Q O O c — m Z O ` Z > c o� E LL E O a 4) a o Z o hi � T of 0) U U ui LL i O O t0 C N N N Z p c0 L_ l!! co ll O +� O p C + ® N E -v C o C 5 � € Q a o, m Z Q a to 0 m �" N c a Q oa '� c c c _ c C o o 3 3 cn c) c c) �� m cn Q U c O O O Q Q Q Q vQO� v� m a E 'u o m ui c� r ® C� ri Q r c-i C6 v U . a O�QUO Q Q Q m m m U U U N 0 0 0 N r) Q O Q E O U- a) U O U = Q) � Q 4 O O Z co v 3� 3 Z c.. c� c p, c ca Cl. 0 � N jn U h U � O Q Q) C• U C V � c w � a' -i C a t0 U C 0 a. > n L c a� w 3 c° .. m M N 0 C QL Q)c Q U m d o h C :. N CL U B a a o m o Q) i V c c U o - o aU)i oCL aUi CD = Q L o r 3 ,r U Q C U7 O a� 0 h N `U O n C m N 0 U 0 0 N m O rn 'O c m n m 0 C m J 75 LL Z L M Q C a X W 0 n 0 a N -- Q lf) m L U -6 4) Q to c d CD Q CD cc O CL a Q O .p a Q 'O m 0 O m r. C Cc m U � OL L O o U Z Q N Q � w � 0 n N O :E Loo 0 m v C >, o w U 0 c � L CD m` b Z Z N v } cl- U 0 O — E -o O 0 a o E O U o -0 0 aEi E w n h > w 0 0 cU U C Q) a°U' CD w N N } O 0— c cu L 0 E O O C m U m Q) c o Z 0 } c �.. 0 0 CL '0 >+ 0 C n m O o >� C -00 a) (D a O O (p U a) tll O m L CL v E U -0 ZU- Q) n O 0 0 c o0 o c 0 � U a m U) a� O > _ ..r 0 w W aD } c O CL W m a U E Q) O n U O m E 0 a Q n m w 0 vUi U C v o o`a� w =N N Q) 0 } 9 7 0 m a O O C) N Q Q E 0 LL m O CL n Q a-- R cl- 0 N O 0- aD a> U c m co [0 N c O co 75 rn a� m O U rn c .E O N U Lr- a) a m L 3 0 ti N c� cl- 0 a> Ln 0 a 0 a N ro L U c C' .t � C N O O O m O Z 0)c Q 3 0 c Nmc 0 a> U O a) C a) Z w to } mc a o o co U VJ 3 m E c U L Cl � O r O a a) L w N m V1 C C C Z (D 0)(U L N 7 •� O i c� N O cU a) > -C C Y m C- c E a N N a a) -0 (v o o m v '� 0 £ 0� o o m 3 � O - O w O d U C y C a) .0 O U N c i D U N a) .0 O a) L NO o a 0 O a c a o a _ n a a o C O 'O a 3 U O O •� C Ia 'E N 0 d (LO 7 w a U ai 2 m N O O N O L_ N w �[ O O vi C 5 E >, a� C w m O a) o M �- c V O O C E f0 N a O C1 C O E 0 3 m _ O os N w m 0 Z i N � t0 U w • c0 C M O c 7 0 t0 0 N to x C Q c .- L f0 O O O `, > L 0) [ c w UD C i6 O w O aO C (D O o ° a L} ` w L o V 3 c 0 E o2 mac E > c c L° E� ? �, oLca c 0 aci � 3 0 ED O' 5 0 C C y� >+ � C Rf w O O O O c o m 0 c' CD � v� a U � 0 0 ;� ca C N a7 v a "0 a) 0 i a) a) m ro v, c V (D 0 0 "� D a� >, c C O O N ? Cl. c ca c m m C C m C E M �� »= m >� c�oa�o Q @ > m E > 0 y m 1' 00 0= 0 U a> m o> 3 0« y U a� -0 U a> U 3 m = O U 2 w c Q rn (D 0.0 U °' 0> a) ca c �Ea� cc C N m LA 0 0 N 3� �c M a ct =.c m o 0 �� ca0 >� a a.0 m 0 c o o c > m c �.c LF)N> t 0)aw 3 c � a rn w CD 70o L� L> N �U a W L' _ °'0 �,� w �, o �s' UE O O O N c7 Q Q E 0 U- (O O n a. Q N CO Z3 co co h a) U U cB N Q M U O N_ G) co M CO U N CO Q, > (1) O Q) (n CDo 0 ° O)o �; vim O)o ? m M M C (n NO d N N cn -0 a + N _a) M cd � NL O U O� N_0 U - O°O (D °3 O n v� _N C O rL O byUo- a =bA MQ ir Y •C 'Y ' _cm 0 OoN 07�d0r c° o X -z (U) .5 (1)=- 0 Sy3 —c, ON C . == OQU CN :CpMN_�o cu T E cO bCi 0 0 . O =QE N M iCL o M o .ia ^� MOV> aO >O O 46 M N t> cn FO �M } O adOO E Q a : = .sM�� o O�_ N at O)o O Q-O cn 7 N 0 0-0 U d °� N Oa)�CcMn C= C U N N MM(Ln CN CD U� O0U NO btU p CcLa OC t O +E-.-i L 0�•- N c -0LOp O O O Q -= O O p= a3 UMuJ MU = O+x -a 7 M +M oa— o � pN U_ —N13 �_o cnC, �n � 0 on� OM O+ to L C iO (Nn M Q O °uo O O V O O 0 xMTQV Y O M0 O pa) Up C O-0CL �M- M 42 bl) U U cd O 0 Z= O- m p N >� �N"A a) � i NO (n C cc u) co E C ' _' L . O O MN ((> cO p > Q O �O -0 M cd -Q tLn O N +� N >� >O EO T Q p) M 'C O (_n O C C Q /(� O O L -p M = C N n .. 3 •�. O.+ 3 �. U U .� V d O O �- L L •3 = O i >, C (n .O w T -O 2i N M C N N cd O U r--' ,� ¢' 'a 0 0 0 U L L T (n .N U d M M v- (n O — L N = ° U Q f1 U N O +� Q p V fa M +. M w- N O M ++ Y U cn t3 L y C n- M ° 0 3 bQ °s' b�A � N = OL (D a = N 5 E - . °' = p a +� °' °' �g °�' LO N O °' (n O N n -= O E N C N Q = C> M M} a ca (n _ M Q d >+ Q M 0O s� o o � o �3 Lam?, ° ° �� cpa c cat �� y M x Q Qo 3 m (L Q U c ( .� m _ >, �• ° � > �- O .° asi ° C in �% ° 0 7 >, O V L >U'+ 0 o >, d d C .0 ._ > Q N M = N + Q N cd ' at 3 4 O O C1 L M O O d- (D �- U i to +� - N N> 3 cn p O 'O by r� cd .N d Y <n 0= N +� M i = ca i C L .� L ..- •i �+ C M N O M M N O O � s v 4. N .0 C> U O O N = -0 O i L 0 O O _- p� C V O N° U cn = ° r I- () a� O O a� O v O C o N -0 C• O N M C O O -o .0 M C N R 0 C E"_ N(n(D N— cd y E � O p M� - c 0 �+ C> N >> O 0 7 +C 3r -0 L R a)o Y C> w E (� A y 0 O U Q O U Q E ._ O V- .- ° a) -_ O� V 4) p .� (n - p p ='' E C >O M U M M f�• M U cd C M C y a L' M U C M L 00 0 �0�3� U 0 3 � cd—� �O7(nN ��tn7o �j°_ '� oo�o= mo=a0- n°�a�,o� N��c�aC y E EO �4 o >�3 ;vME_ c�o�.LM � a0'EEmM � -0 - E'��� y C p �. M° m O> (A cd -d °� p Q E > a) a> > N> .= cn Q N j c (n Y y E 0— o °_' � °� O � `' � p y •o °' � �� uQi E � a=i� a) � > L m �a) m= a) m—'� 3 ai �: E c d N U N C Q M p F- U° vO i ct � �. c, V 7 X M r+ 0 °) E 0 0 C +- a/ 0 'o E M O L C ?! .. O fl_ 0 0 O QU = N ° ^.. c� �.. o y E o°> m d E a) L M (n -_N °_ a) L co N o p� > M -6 y cd cd C cd (n :_ C .0 M> O o- 'a O N C U Q >i o O L -6 M 6 (D - �+ �= -0 C O Cl. N cd '^. 2 ++ E 7 N ++ p (n > d O M M _> L 2 ++ a) C fE N fa = M 7 N U 'C ' ^• +-' > cd s.. O ✓ M O E L L -O C M 0 L Q �6 C M L C O L- t U O v 0° U O '� t U M o .� Q N M A- O� CL N M m 0 N C U m_ °) E a) o o L �� (D To u) N o E M�-o >,Qp (D 0 O ol C _O E O L �- i M> to N c M> (n '- d N T_ (n N O c6 cd a� ^ O ��, _ = O C M M `� ca N M M =- (n M > } N (n > M U c O M U •_ . .0 Q �j �. Q M U ui 0 ui d� � C� U _ � Q (a 7�� U O N o aa) M (n o i' E �N c=i C� L ° �� �� u=i Q n 0 > T� j D 7 j cn x M— L ° j U 3 U > *1 �� 7�= 7 x j� j a) ° �_ � C= x 0) M Q N N >i CL Q cd 3 cd N U Q M_0 o W i— cn N ca -0 Z (n 7 a) r+ �.+ m Q- M 7 = 5 k C E m 2 �� 0f//./ m o s g a ° e m k % $ \ § % k o\ / k f 2 0§ 2 E 7 2 3 k \ / �> C:o e==fa � ° G a)a m C e w o $ � 0 0 \ / % ƒ/\ 2 $ §$ S/\oo 4 E \ - / \ \ \ 2 / / / %�§ 2 - 2 e §� §mo °- 0 2 -0 § @ §'x m /\_/ $ /2 /-/-0\ /�/»nt \ e®® 3 =_ �o a) E s% a[ s 2 . w \° ■ 2 U) e 0-0 m® B 2® E G° m / (3 \v\e\ / � _ / a � 0 k> � �: - a) \//m0g 22 '� �' 0CU / / \ / ■ § > ° =.ƒ/�§ \ s o�9g � °� §� »0E 66�$$ 0 0 O§ f/ \cw>ow m« o s> ■ c 0= c c= �2 �2 9 \MC) %.-f/$ = % k \ >E § ®)\\o\ m/ 0 o ■ o - m e eo o ®� » /$/®/ 2• �\ %� k\2/$\ e 2 2 a£ E ■ c % - g o a n o m > /k/f/ \ {/ //->C> �� e R > _ _ > /%60?: m m\§ 2a - 2 /2 ■ /k -= %¥f\\/ e® o° o E 2 § § E m 2 = k § } \ 2 \ % / y e �\£f« e �2 ; �§ �ECl. c /0 m- a wi c- = x n o u_ � 0 ■� o c E m y 2 o2wE\ § 0 0= d� ƒ/3 j > / /'w \ § - 0 7 N 7 \ \ \ REVISIONS: --__ INTRACOASTAL WATERWAY o _ u W p a f J _ WN zg a STERN PROPERTY LINE F'O Sax I.W. (BULKHEAD SETBACK—E) as m W= ig N TIMBER DOCK DETAIL A: CONCRETE PLUG SECTION �` 1 WIDE DOCK LONG 7Y � - _ NORTH LOT L NLENGTH G X: 129 %AL LOT) J J Oo BULKHEAD LATERAL SUPPORT m c wt CONCRETE BATTER PILE CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 `_-� -- � m Cu F BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION ' _ 28 =LIN D.p.. (00/KpOSITE BULNN E TIMBER5WIDE DOCK L�O WfTk CONCRETE CAp) LONG TIMBER DOCK N� UOGK LENGTH TDYCOF TOTAL LOT) Z SOUTH LOT LENGTH: 129— Oy 9p COMPOSITE SHEET PILE BULKHEAD WITH 22'T" 0 W a INTEGRAL CONCRETE CAP, ELEVATION: (+)5.D' NAVD ; F zLL EASTERN =� -- PROPERTY LINE 0a _____________ __ — _ -- - - - _- _ 23•.3• p ___•.. STOR WATER OUTFACE LOCATION WITH 0.NATEE PROTECTION GRATE W EASTERN PROPERTY LINE R' (BULKHEAD SETBACK 3.5'1/-) - c 15•Dp 1 �i ET-AIL..A.. A E w I — m n � • � E o i E ry g z � STEEL TIE -BOOS AT CORNER 1 �i ¢o A. TREE REMOVAL: ---— FGR LATERAL ( Fom V-1- MANGROESDTO BE REM TO BE REMOVED,LLOVED WITH PERMIT AUTHORIZATION ONLY O O 2 a E 0. t/ y > ry N 9 O W� z > W °' IS p6 IS IS W O t wm—yH Qc`r� aJ� a cn (� BLUEWATER COVE (J) r 7 DEVELOPMENT v � N O o 8 a L-LL- ( W O Ln u� u� N I� p SITE PLAN FOR PERMITTING PURPOSES ONLY DATE: JULY 2D21 NOT TO BE USED FOR CONSTRUCTION DRAWN CHECKED BY. W.T.S. SCALE: SHEET: O t Ia0—IL L P-1 CARD IG: TOTAL NUMBER OF SHEETS: r— Ant NV I VAL,ILI Yn I HVU I IHt bib NATURe AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2—NREVR-1.Ste PIan.0-22,tlg 411-22'22' PM SFA DIVERSIFIED INC. REVISIONS: -I 6 I PIABTIC PILE CAP 5 PLASTIC PILE CAP z U ELEVATION 10.0 NAVD--- ELEVATION 10.0' NAVD2'X O -I!E COMPOSITE DECKING (TIMBER ALTERNATE) PT TOT..STRILE.1S SECURE lIr IS BOLIDE T TOTIMBER S PILE.1SINGLET/2-SE BOLT N DOUBLE WASHERS DEPICTED. .SE SECURE 2'XB- PT STRINGERS SPLICE MEMBER AS DEPICTED. SECURE CENTER STRINGERS TO CROSS MEMBERS W/ 55 STRAPS. 2"%6' PT SYRINGE PT STRINGERS SECURE OUTSIDE STRINGERS 2'%6' COMPOSITE DECKING TO TIMBER TO TIMBER PILE WI SINGLE IIY 55 BOLT W/ 2'%8'PT 5PLICE 2'%8'PT SPLICE CONCRETE (TIMBER ALTERNATE) DOUBLE WASHERS AND NUT. USE 36' LONG CONCRETE BULKHEAD W/ SPLICE MEMBER AS DEPICTED. SECURE CENTER BULKHEAD W/ TXB'PT STRINGER CONCRETE CAP STRINGERS TO CROSS MEMBERS WI SS STRAPS. CONCRETE CAP \ 11YSS THROUGH BOLTWITH ELEVATION 5.0' NAVD i DOUBLE SS WASHER AND NUT. ....,` `_ ELEVATION 2.8 NAVD Lx F „ _•,.. . -- _ _ BEVEL CUT EDGES F BEVEL CUT END OF CR055 OF ALL NEW CROSS MEMBERS AS SHOWN IN PLAN, MEMBERS�� O (�.%. • ., O O .k 1 4'%4"%1l4'ALUM. IIY 55 THROUGH BOLT WITH ANGLE SUPPORT _ ' - BEE DETAIL MHW +0.3Y NAVD .. )0.32'NAVD x '= - - -- - --------- () DOURLESS WASHER ANDNUT. ! - - ---- - - - - -- ONAVD - - - - -- - - - - -- - --- - - ONAVD MHW + - T - ----- -- - - T 3'%B'PT TIMBER CROSS MEMBERS I1) EACH SIDE OF PILE. SECURE WITH 3'%10'PT VERTICAL 2'X8' PT TIMBER CROSS MEMBERS - I)UBLES/8'SS THROUGH BOLTS ASSHOWN. CROSS MEMBER SUPPORT 111 EACH SIDE OF PILE SECURED WITH ALL TIMBER PILES TO RE " LISLEYB'HDG THROUGH BOLTS AS SHOWN. WRAPPED WITH AN IMPERVIOUS MATERIAL FROM W ABOVE MHW MLW - 21T' NAVD TO W BELOW MLW (TYP) MLW 2.1T NAVD '{ '> • ~ t. / ALL TIMBER PILESTO BE ' - WRAPPED WITH AN l Y S IMPERVIOUS MATERIAL FROM6'ABOVE MHW 4-0' TO6"BELOW MLW (ttP) '` k•N ',, ,... _ / (-)5.0' MLW __ A.- ()D O NEW 12'MIN.DW, PT TIMBER r,` �..- ��:-- r r " { 12 MIN. DIA., PT TIMBER PILE _ .. .. ." 12'MIN. DIA., PT TIMBER - HOTS: BgTTER PILES ARE NOT SHOWN NOTES AND SPECIFICATIONS TECHNICAL SPECIFICATIONS Pmperetl W Sea Diversifiad, Inc, Dala 6. 0, 2.2 ARTICLE I -PROJECT DESCRIPTION 1.Thap:ged:ndud A construction of maynal docks and mnpala Dulkheae within lba Town IN Gugstream, ARTICLE aaG GENERAL NOTES 1. All elevalionsM1lare in /relan fralf rend rolbe NAM Amemm� VeNml Dabm of 1888lNAVD BB)or Mean LoY Wetebo LWmNpW noes or apepfip0onsmust be aPproved'nwndn9 by Ne ENGINEER, or 2. Ina aavuipn wdba mnsro«ea mnswm.n rot-n mmplanae w(n lne pans enaa ificaupns. 3. AnY dlscrepa n the plan¢ notes s�aclgmgons andother bitl tlomments must ba'.-ad In nbng by ManENGINEERpnvr to mnlnung the work nqueslmn 4. AD consWcOon manufadur ng labdmtlon and lest rg of ma -a anall be padormed under lh. g«d&'nos eel bdh n aoW ble tint slate end letlerel codas eeM:or untla'recomm.ndabvns prov tled n ted:n wl Wbfcations voif ppetted profess Dnal or neuslry organ zations Malenal testing pmgrems where apDl table hall be presenledlo N. ENGINEER br review and apprevel prbrro mnstrudlon S. Mprotlucts consVUcletl or manufacbreNsupP adfor Nap1 M1all Deamomp-ad bynnAin, am.PlaNe rr bes orgu 6. Cons...na ail_ Fbntla BUltlng Code FBC 2020 TN Edti (I t n. T. The CONTRACTOR, subcontractors, Su pliers etc aM1all all d' 'a s lens and specifiwt'ons antl p cond,_. AMa lob ad. and ahaii the ENGINEER vl an tllscrepancre prmr rothe ezecul on of any B. All X tl' sniii lfake Precedence over scaled dmana ons (00 NOT SCALE) 9.Al --la an- or caBad f, on these plans mall be'nsfalletl es par manNadurers:ewmmantlabons and oecifim8ons. 10. 9v suDm tling pbns fa permit lne CONTRACTOR.-pls plans as drawn and - a responslbla for the m laton ayall work ARP SLunOtlirsfootl th2agt Ne ne oDf Na DroljePl wN requhe wbork ovyelr�atur and hccess.-bacflon areas 1. repo re rpoamalanal slPnng g e c al as pu m pmpata used ha M1 MtlDB ma nU n.eand p' droN Arn nil formcomplet on of mjed acdv Les 2. The �OmTRPGTORshagpresenla Sh pang 5lgckpil a tlAtlmn:sbalron PWn (SSAPD to IM1e ENGINEER for yy pProval The plan shay beaDepfcbN Rjl-reVuvamen6 forma P.Miar matewlsro Na dNN._ to the siro, dasalDing dellvary po Ms slockp la areas temporary se'b. ailresn storage a temporary fieltl oRlce ('ad. ut bes man nee IM1ere). tent n9 secu:ey ant a statement of commitment loame'nta n ng safety on tM1e 3. The CONTRACTOR shall mtl BMt the OWNER ad have da,npi rotl and pre-eslabl snag areas 111111- IN— rysb g Dy antl bty man:Radunng all yr npa:L 4. Th E LINE g h. have Ma ng�ni to exerdse raaaonabla aneret one or aeeiuons ro ma elan (sSAP) Tinb angs shall ba reg coed to Mg eratle and lopp n9 (sod tree lab" shatl reed eI. blbw g C pletion' INtM1e prelad. 'Compg 1bn la as comd Goo of ee upon sf of punch451 ro pled n a pI nned project walktM1mugh heltl al e t me the C NTMCTOR g itlers the prolM to Da 56¢b Ily Cocoyl le'. yRACPORa resmnsldy to.-na(e and pay for nacesaary udldes b ocoepy the age andOLU perform Na work. ARTICLE4 SITE MAINTENANCE AND SAFETY 1 The CONTRACTOR snag ma nfanadaan end :rest site DE fl eDd f h 1 tls v o Dose a s, ras remnen pa Dr 2. TTasM1 recaptades and removal sary ce shall ba manta nod by Ne CONTRACTOR ap ,Aly br Ih:s pm)acl. Exladng aAan be Qshag nIN ba A'M rom,Irt,In Ma pro act. 3. Tam,:v tlabna pges mall be meatl n number az much es preabal antl mote red n tlas grated areas until ene bean shall not De sretterea:n areas outaMa Ina 'coifed aesgnalea areas at any tlma. 4. Famoval of d...aaah ahi d ba scheduled as eppm n:agla to not.lbw ilea ro read: five bet n na pot or 5. - O.T Ganda lft,id.. C ORR snangDreparre antl sub a M n�t ante of TdrzRc Plc Net eppl�es 1;,, assels�, vehidas V ENGINEER fora. i-eadn epyroDel b.forenwmmarKre�men�01 Ne plentyrgs and must be subm'dlee to in. 6. Tha CONTRACTOR shag note fnatNSProl;twos atsdwoa atapuDlcpa kdatwgl cool rue to operate ntl bCryeOop�nlHFroyCyNe �uNctpo soma land durng �K4uctiontryTtnha safeGryCl ofN�ETeRdR.epdrrena, pafmns of Ne park ]. The CONTRACTOR aheplllDOmcov all.11tyabFl �ubffin el and Title ive EmgaM n9sbsaley antl ma CONTR $ Y O Dy J? V z IL ur f WSW Zi I""a Q H£ I" spn W 0 W s W % (OS�' Oho Ypb ; f m W p i o J Qf' V W %Y O f(i ,H 0 at F a H a V = j g4 � _ y N� Q W F_ Z H Wa ;m Oct -O y 'a FOR GRAPHICAL PU0.POSE3. ARTICLES - ENVIRONMENTAL TYPICAL SECTION DETAIL TYPICAL SECTION DETAIL SINGLE PILE DESIGN DOUBLE PILE DESIGN SCALE: 1'=2'-0' SCALE: 1'=2'-0' Y%6'PTDECKING P.T. STRINGER w15PLICE _ _ P.T. CROSS MEMBER - PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS TO TIMBER PILERS SINGLET/YSE BOLT WI OOUBLEWMBE AANDNLTT.USE36'LONG 1YMIN. DW, PT TIMBER PILE 3-%8•PT TIMBERCROSSSTRINGERS TO CROSS E.ED.SWl ES CENTER 1 EACH SIDE OF PILE, SECURE WITH STRINGERS TO CROSS MEMBERS WI SS STRAPS. LTS 18SS SIMPSON STRONG TIE 6bUBLE 518' S5 THROUGH BOLTS AS SHOWN. O v OFad STR NI GI ER SEC UFE�I BE CH SIDE 31S E Q �1l ISRINGS— WAILS p ., , n QO v1 , r - - _ -- - - I �... ... .. .. . .. ...... LTS 18S5 SIMPSON STRONG PE 2'XB' PT STRINGERS (TYPj TB IS TWIST STRAP II1) EACH 510E STRINGER ATTACHMENT DETAIL STRINGER SECUREVII N.T.S. 8d 316 5S RINGSHANK NAILS (TYE). 1.AFI«Ma Depadmanl ofEm'mnmenfal Protection(FDEP)anI U.S. Anny Corps of ENGINEERS Pe:md IUSACEI along wM brat munidpal artily axertjuristlidion over Me con...... .... of Na p �cL 5pp ! C dd.ons IN in, pa its shed Da o01ained /mm Ne ENGINEERantl reviexeey rom uredion. COMRACTOR shelre rasppsa biebmmdyingweM1 eppllcabb'.sfdd:g pe:mil-dens imposed by Vrebwl municippaalit1yy, tits or letl.r I9c n n 3. TIa CONTRACTOR shell pay paNcular etlentlon ro lne standaN state an-inns M manab. pmtedbn a Iing ,Inabudon,n ,,AI mpywimth,,fdN. ARTICLES- CONSTRUCTION SURVEYING 1. Tha CONTRACTOR is respomaide br hodzonixl I verb®I conbd esroNishmenl, conshuclion layout or any oMersurvey efloA reguiretl fo mmpkle Ne protect. The ENGINEER will provkafne CONTRACTOR Busting ee bench in rjnl«maBon ror rebrenm. 2. McMm dconbn.ing Wind and mnfmiolwo:kro Ina submiflad to ENGINEER ror approval prier to beginning Wdon. 3. TM1e CONTRACTOR is advised Met ,Irldn on of N. preled elevation and algnmant is required ro' final 4. The CONTRAACTOR wid Ind, requiretlroprovideafinal'ASDugt'sury fler mnsVudbn. The survey must De ev mMu led and cedifetl by a Stale of Fbrida fi-nsetl Surveyor and Mapper. ARTICLET-CONSTRUCTIONSEQUENCINGANDHOURSOFOPERATION 1. Tn. LDNTPALTDR shall provide a schedule tha(debiH Me p:Aposetl sequence of mnstrudi.n with esDmaletl numbarof colander tlaysand milestones for mal«a«nponanta ofwpk. Tha ENGINEERaM1a9 be fifie0 in ativarce IN an :Ranted danges to mnaWdbn sreuencirg, requiretl ade:alEN to EERa0 project _ C,, s or deviations loco pn,jeded con ,to dates. 2. Tha CONTRACTOR shall note Nat tM1e OWNER may frail Mors W opera' n ant require Me CONTRACTOR I. uladub tlagy w«k.divines as necessary to minim¢. disrvPW to II np«kectiviges and aejamnl '.sbencos. Ope bons, Iritludi:g but not limfletl rop0. dining, or olh«pane/large «lulpmantndbdadacgvitl.a d adlymea that protlum axcas¢iva:wisa, vibmlbn, tlusl or o0:er air quaky impacts, nay De limited b spadfic timenames. ARTICLED -DEMOLITION ANDRESTORATION 1. Tha CONTRACTOR shag ammra aA necessary Wilding mm:gs nom 1D4local munippadty Prior to commencing 2. NI demdition debris shall ba removetl oflsile «disposed of in an apgou:i�ta manner. 3. De -In, of adsti�q structures may ir:cLWalM removalINaxs4ng bmDer p� ExisN'gyBas to ba repbcetl era to ba removed in gHcor �nd'.ry Mmay nb becut,broken UNessdimded by Iha ENGINEER. Anv bmken Jes, whether I-. «below grade must ba mafxetl antl remdad b tM1a ENGINEER the CONTRACTOR ¢hag De reapons Ne ror the ren:Aval deny «an Ifge remnants reswb'g Ir«n tl» aemAIHA acb m s a'eaNa br the ENGINEER. 4. Tna ENGINEER may at the rtleawehm. conduct an urMarw t Dedion of the M ant aGjaconlb demnftlon to enwre such areas «e dean a::e frm of remne ❑ D - Ti CONTRACTOR hag pe responsble ror Na removal arq properdsposal Ar all eamAl Dery debrs dae:g tint thmaed lA GmDarremnants,:NI4 coMulaM otM1ar exrshnp pier mmm nls CbONTRACTOR shall conduct all tlemotib.n acbwhea I' sled compl anco-C.14 Sroro and FadFand fie The see shall D. resro:ed by remwmg ene finhsn-ng ag.v dre of construdim Indutl:g temporary haul roads itody b areas vdpb don ant rontlscopa and areaz repaNeO for conshuctwn. ARTICLE 9-TIMBER 'v n = _ a, rZri q �d '- O 3 v F A 8 q o - 3 al a p g W=4m """• ezm f.•,d'�u".,, �O�N .`Q 2 :w:•. + ✓= ��pj O � �� � � �+, < O ♦ p: _ E gip¢^ W "'.�71MVr '„v"'• _Ora nnu O ;rwO V 'j # M M O mMO U IL, u MN9 W O• 7AL R O'V v C (n W W RLLN O �' M U G S T' W e'a H D 1D C •. > Sea O M 10 W 0 Q Z plm d 01 D p C N Q M O V F G W V E al (� O 'B M1 ' O r J 1. 'mbar av=n members snap ba anad a. yelbwp re m 1 sense w m o.so enmmatae eopcerArs.nat. (LCAlir« na mmad,,«ad:rom nil ¢ees z`wa ana above. Desk boardsed,:� :rot cmmcesae. Ilr IS THROUGH BOLT WI 2'%0'PT SPLICEIttP) shall pe CODDer Azle TYp.CILAL). EacM1 p:eem INlumbar shag bey iMitied yMe gratloaM DOUBLE SS WASHER 2-XB' PT STRINGER (ttP) S�ianda dls Co*mminera. TreeVnantl¢M1a11 bo per A f a en mrCRee by tna gmeman Lomb« ABBREVIATIONS AND NUT (TYP) ¢CEA sar�amtE- B SS STAINLESS STEEL ARTICLE 10-EMBER PILES 1 PT PRESSURE TREATED ttP TYPICAL MIN mIMmumET DA DIAMEHOTDIPPED GALVAN¢EO DOUBLE blfl SS THROUGH 2•XB•PTBPLICE(ttP) BASHER DOUBLE YXB" PT STRINGER(TYP) WASHER AND NUT (LYP) 11 ::.- ., -.. - _ - '.-.::.. .TER", - - 1. Tmb«Dbs sM1a1 ba 12 -- dam.ler measuretl 38'M1om LID of pile) Soutnem Yellow Rna(SYP), No.ttlansa grade riN 26 Dal CC� Vran1 co:R«m nggroASTM D25. Pressure treatmengt mu¢t Wnaccatla w:M AWPq LP3eand Lle aPl-Min- nD. 301eet 2 mu gE(HgM1lrwDalns6Mo�ol�'eg�iazN.ngbiWt316=65 nrergpsM1a karmfi 3'o�c b^9 mbuam�l ARTICLEHARDWARE P• `1 1 J - - ' � - . •. ndudl nuts bd Is end washers chid ba 316 ta, s steel Saewa br tM1d tlecking aD I /wbe re l feel e a ate oleo �s9 .yDa 316 VERTICAL DATUM DIAGRAM MEAN HIGH WATER / INSTALL NEW 12' MIN.OW, PT / TIMBER PILE- MINIMUM EMBEDMENT J 10 INTO GOOD BEARING MATERIAL CONCRETE BULKHEAD W/ CONCRETE CAP ..- -. -__. ........ ........ _...... _._ .. 2'X6' COMPOSITE DECKING ALTERNATE) ENGINEERS NOTE TO THE BEST OF THE ENGINEERS KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITHIN THE APPLICABLE BUILDING CODES AND LOCAL MUNICIPAL ORDINANCES THE ENGINEER SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS. METHODS,TECHNIOUES SEOUENCESORPROCEDURES,ORFORTHESAFETYPRECAUTIONSAND PROGRAMS IN CONNECTION WITH THE WORK OgTE: MAR. 3022 D0.AWN BY: B.N.W. CHECKED BY: W.T.B. 0.32' NAV018B8 SCALE AS SHOWN MEAN LOW WATER TYPICAL FRAMING DETAIL SHEET` SCALE: BASED ON NOAA TIDE STA. 8T22T4B BEACH.NOTE: DESIGN FOR CONCEPTUAL APPROVAL OF DOCKS ONLY, NOT TO BE USED FOR CONSTRUCTION c C�� CARD ID: TOTAL NUMBER OF SHEETS: LOT A _.... _. s.RVEYMS A07ES & LLlTQ IONrs S!.®7/V/S/ON I I f - (E74Tmm A9p o,Ara,x(mA�.n I N nrLE mFORAIAnM 9HR•9rN PARCFI. THS RR VEY _WWS ALL E45EA£NTS AAD RGITS OF WAY AS WA - WATER FETER TENT FgiTET' ar TTE NOTTIEAS/ gLuvm /}(Er/t) o� S�cnov rorWsr SFOWN ON SpfgAE B-/ A/cI.S 1 AN7 2 L� TFE ay. - cATE vxve 46 SIXN}L RAFL1 4J FAS/, vaw <£Aw MA iL6m1 � As (p ) / / acv>mxoe,r"`rx;nnai� s ti raA.ows AAEIdCAN LARD TITLE ASSbC. .CII IAAV �/JT FQP 777LE �y,-�AoWPavTrTrrx l k , o x o A E T E IA I— a � drOtfE' A 1)E E4TFI�CTL]V � 7)f EAST 99FT LF WAY LIE O� STATF PST.RANC£ FRE NO. 20048449 DATED NOVEAL�72 2� 202L O� n- O�F/OAL x O f@FN.""A MO TfESIXIiN t/E OG RE Krr/YFAST o VmJ4.i0� S Ta4 i TrET,� N�•W arc SAo 74G AND OaOT '•6 Cr LYSYXAAER Pna = xwr cF ffwas u snFRF A AFQ osAo - (Hate fEEr To A w4r w NEST NrrTT O` ® AS REIXX�`1D PJ DEED BOOK nM, PALE Q WAY LIE 7w MR1ml & WAFFRWAYAS9ONNwPUTNO(APACEN PAC -N4T OF mAMAVOENr var �C -A qa,C, LEro'as o�vaw LEAaF moor, nomA. TiO� Nmme l; 257 D0.3 MT AFFECT SL&ECT PARCEL_ 4 ALONG 51p NEST /d'if! O WAY LAEA�T OF 2A165 TEST TO A PONT 1iE SWIN [/EffNEVI 0- w A LEE 274A0 FEET MM7H OF AFL PNWIEL TO THE SORN LAE lF i gC/.V4 t/tli/t3 6 ASSIAFD TO P AaFTWAS7 auwTER LNEVtJ ar sAo gcnov TTtT,rF SesN�w PARCEL SL&ECT TO 7DW AI•D CCA 770 IS ffAN NLLWx'3e'E LEE Sr a< e N y ALOA.c SAO PARALf2 LEA A nscv¢ v- Lx%LTTtEr Ta a TnNr Lh� TTE ® LE N7TKE AS FEC07LLD B•I QFIGTAL S f t Ia ti EAST PoCM L1` WAY LPE O�SAD STATEFri40 NO 5 010PO/ fFRRK IK}M'AY,� REC0075 BOOK XAI39, PALE 63i. s�nw t/ts/tT - scTrri 6 9g O fffT TO PLf AL EET. I WAYLIE A RSTNiF O� i01M9P t6 STX/1T{ RAPE 4J J OMAKM 3i{a46 SOLMEFEF! w 76 AO IOE w LESS TLOOD ZO`E K + b mw Lon W � EFF�EcrrvEaTa mTanr.�zm7 COUAN Y y Q k �MAn L M b QS a941 F y ~ � EFFECO4E' 091E? mTOgR S 20A / E W ALL CAEM069ANNB wSTM6lria us TOOT I T S y �% FstRtryEUAS FLR�mME�]K34TL / R M O H17/R9l RitYlAir b o N 2 I745 9RYEY HAS AO'!Z•ED A APIEN LEVEL % ��� �~0 3 oFLzo9PEarFm���PEEru b AAEM1,,0(1�WAS w A TEzWAL AY OF LEAAR DWS S kxrx•AL iLYE2CNlAL APD aMTILAR Q1EN9CM6 / W NO 9®7FA(r SEAROY WAS U40E FOR VllnES OR cl Pm ERS 40 NI TRADE WINDS ESTATES FIRST ADDITION o/a PARCEL 1 -I emTHLL H LOT 25 LOT 26 LOT 27 LOT 2870/ LOT 29 LOT 30 LOT 31 LOT 32 LOT 24 � -- Wi d y J ♦,/ W rya; CELL 1 � g8 grPATT I � _ ' b� .44 .6a p FASEEENT ORg, O150 PAC£ A91J (d ' 1101 rwErury 9 PARCEL 2 �� a PARCEL 2ffi�= r;o�PAo;,� Q� e? 7 / / wtm¢ K 9JRN LIE OF NEV4 OF gOiKN 4/46/43 ti xam.�T j a 4E ;>EffaT.Y�.J.�` o•W.aY�.ara�„�mu x ---- — aft., eT + as Fwr aaAaAa4m vAOEep �-- --�-; rvTArowTm6e am n�a asu _ y-_1---_____-__ NOi PLATTED NOT PLATTED a, MAP OF BOUNDARY SURVEY ACM 7 A MAC SET FORTH BY � �ONRE ENGLE LAND SURVEYING L L C zr4p a•7.9' BOAM of PR°`ET-°°M SWWYOFS AM LWFM N CWPTER s V,, FLOROA LAND SURVEYORS AMISTR.1TIW m0& PULSIUI/r TO SECT 472027. FLQl STATU/ET nv°"e l d rkRnFiCATE OFAurNWMZAn(7N L88447 q n n 55 XW. 1 MD MAPPER M'E K-t iXEDELAA PAIR D. J344 ! 9 D. /' // � NGLE 955 NW. I71H A . 561 76-4 01 DELRAY BEAp{ 2J90 3J445 f, f "�( PFILWE.• 561-276-4507 FAX 56F276-2J90 t PAUL D. ENGLE 41iE °` TrF a'.'ssT g r T�� f = qO• r von nTrarFr TFE 9cxArt4F+iE� SURVEYOR & MAPPER •15708 ✓AN 1Q 202PAr£- 2 tA.[.isu Fav[ttw AM uA/iEx _ fnO'f O'flER M: 91-84� A Renee Basel From: Cary Glickstein <cg@ironwoodproperties.com> Sent: Friday, May 6, 2022 8:38 AM To: Trey Nazzaro Cc: Renee Basel; Paul Courchene; Gregory Dunham Subject: RE: Variance Denial Attachments: Plat - Final - Sheet 2.pdf; Plat - Final - Sheet 1.pdf [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Trey, Thank you for your time yesterday. This confirms our request to withdraw Variance Application #22-11 for the 5' wide by 20' long timber dock at the east end of Bluewater Cove that was to be situated between Lots 7 and 8. Regarding the private walkway between Lots 7 and 8, at the appropriate time, and if we still want to include this feature in the project, we would then request a Level 1 staff approval for a private walkway and gate to the ICW seawall between Lots 7 and 8. In that regard, as we discussed, attached is a copy of the final plat showing Tract "D" between Lots 7 and 8, which is dedicated to the Bluewater Cove HOA and subject to a general utility easement. Thank you, and staff, again for your continued assistance and cooperation. Cary Glickstein O - (561) 279-8952 C - (561) 441-0222 e-mail cg(a)ironwood pro perties.com CONFIDENTIALITY NOTICE: This email is intended solely for the person or entity to which it was addressed and may contain confidential and/or legally privileged information. Any review, dissemination, copying, printing or other use of this email by persons or entitities other than the addressee is strictly prohibited. If you have received this email in error, please contact the sender immediately and delete this message and any attachments from your system immediately without reading or disseminating this information. A Please consider the environment before printing this email From: Trey Nazzaro <tnazzaro@gulf-stream.org> Sent: Thursday, May 5, 2022 4:34 PM To: Cary Glickstein <cg@ironwood properties.com> Cc: Renee Basel <rbasel@gulf-stream.org> Subject: RE: Variance Denial Cary, Thank you for calling me back. I have spoken to the Clerk and she would like an email to go with the agenda packet (for recordkeeping purposes) stating that you are withdrawing Application # 22-11 for the 5' wide by 20' long timber dock at the east end of Bluewater Cove. g na — STAT cHHAY z "zsb I���g��I cnn nnyc 67RA0 >� e I °� v 100.0 aI a 4 =0i� Mo°as•o2'N 0.0 �F R m~ NO°45 2 NO°a501 . a � a IA � mo �,o N 000' o.o Nio No°tsroz � NO°l501 NO°t501 . m IPyc �¢ o Iro ti � t*1„ '- 8�,z6 RRVC-� 12000' NO°0.g5YJ2 No°4sro2 �� � y I� u �O W„ 1� � r • b I rvo°4s00. FT rva�ro2 I >oRPo iI I I I III n I � �Rv o R gn m s I I Ij I, I N12. No�ar � rn I I to �y I 40 I I Imp �m p gm � g I I� NO8°a5ro2' a \ 4 2' Novsro2 R is / o ip NO my n N I 0 b vrninawN� RR a � m gg F, O cn OV rno, V�NNNNw V Snm mcn c.� m o zzzz�(�(�zzz o�o tibbNO� mm�o c4: a m rn"rnrnvm�vm�i n0 o cn��c�on 0000nn00000noono� Z V �+>bNV Orb cnNcn bb�O �O Ncnwcn COb4QN cn� NO2 OBI �a�wca„ OCO�OUvbtiC:W�Na'44V �waw000��c°�ow� W?� o m e A C c.,o41ww. .c"'.,owo.c"„00000 won y �.ggoSoSS000000googo� � m AWOv,(�iiO VO�O AOO�OCOA n 2 22�01/lZ z. �U� Zv. Nw -O +' rn n � �� P W4� WAY mw qw Pn \ o J to g n qo n mg ogsi�m n Rag"�a��� ga n cU��gom�o 1 11 a " b N 5 € %M, H 0 gq m tJ - A o�o a � A m TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-12 Owner: Bluewater Cove Gulf Stream, LLC Address: 2923 Bluewater Cove Agent: N/A Proposed Improvement: Add a 5’ wide X 91.5’ long dock at 2923 Bluewater Cove. Approvals Requested: Variance: To add a 5’ wide X 91.5’ long wooden dock which will extend five feet over the intercoastal waterway on the east side of this currently vacant property. Level III Architectural/Site Plan Review: To permit the construction of a 5’ wide X 91.5’ long wooden dock that will extend 5’ over the intercoastal waterway at 2923 Bluewater Cove, which at this time is a vacant lot. Gross Lot size: N/A Effective Lot Area: N/A Proposed Total Floor Area: N/A Allowable: N/A Zoning District: RS-P Entry Feature Height: N/A Pervious Area Required: N/A Pervious Area Provided: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 66-154 Standards: Regarding Variances Section 66-369 Docks _____________________________________________________________________________________ Discussion: The applicant is seeking relief from Town Code Section 66-369. Docks. which prohibits docks from being constructed on vacant lots. The portion of section 66-369 relative to the variance reads in part as follows: Permitted as accessory use. Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. When making a decision on this application for a variance, the Town Commission must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. ARPB File # 22-12 ARPB: April 28, 2022 Page 2 TOWN COMMISSION: May 13, 2022 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. These are the criteria the applicant is required to address. The Town Commission shall hear, review, and consider this application for a variance and take one of the following actions: 1. Grant the application in full. 2. Deny the application in full. 3. Grant the application in part. 4. Grant a modification of the application in such form as the Town Commission deems proper and consistent with the variance standards. 5. Establish such conditions as the Town Commission deems necessary to ensure conformance with the variance standards. 6. Return the application to a recommending review authority or applicant with specific instructions as to additional information, evidence, or testimony desired to decide, consistent with the variance standards. 7. Continue the consideration of the application to a time certain. Motions: Motion to approve/deny a Variance from the provisions of Section 66-369 of the Town Code to add a 5’ wide X 91.5’ long wooden dock which will extend five feet over the intercoastal waterway on the east side of a vacant property. Motion to approve/deny a Level III Architectural/Site Plan Review to permit the construction of a 5’ wide X 91.5’ long wooden dock that will extend 5’ over the intercoastal waterway at 2923 Bluewater Cove. _________________________________________________________________________________________ ARPB Date: April 28, 2022 Action: Variance – Recommended approval, 4-1 Level III Architectural/Site Plan Review – Recommended approval, 4-1 Town Commission Date: May 13, 2022 Action: Variance - Level III Architectural/Site Plan Review - rev , �r E ; , E L _ c CU o Q U O E i� ® Q C \ Q 2 c4 ®cam- v k-®�tn ii AE c� Q o0 c�'� rnm�� Oc�� mo �i OL O w c L CL V ® O O Q > m U -0'a�LL a)�co°' > —Cu i L C) Q) E j L i L N F-Q ®4� z 0 B uj z w 5 � C O U) O E v 10 Z N Ill 4) Q C O 4) 0) CD � � a 4 C N a aD a do a) J o0 O c CL Z > ° s M c �► cc000 (CuD U m X -C O lL zCL co U o 0 ai IL — n O U > fi Q O Q) (U y Q t6 � N � QL to o®W o ®Ea' 0 '" ` O V d 1- w CC O U O cu a)\ ~ O O L- a) U U 1 O 0 .=3 U O U 1 _ Q O O 1 m Z z -=0 o � U E LO LI_ 0 O O ® O ctQnl) UCQp Mt8 O . Se . M N M N CD 1) m a O Q IZ Q 10 E 1L O 4) a) L O ® cy c o Iv U E Q a) Q In � m E O O U � O w ct3 ro (b top O U 3 O (b c V) m O � C O O >, U 110, CL 14) CL tU c� c a C Q t0 0 C O U O N C U O Q5 «3 Q) Q U 3 o � C U RT CO v o O N O Z Il" t` rr F m L n X uJ, r (V M Q Q a X uw n LO t6 -0 U 'D O v= L t9 Q � � z Q LL Z z Q Q Al Cl. c O CL a) — a w (0 a Cc E O O O. U O in Cc Or O. (6 CL or t0 N 0 orW C 0).2 o Q) CL LN N 0 47 O� L6 Q Q Ct O O O CN C? Q Q O LL m > 0 0. O. C tv E O. O M ®q �® 0 ® N C i O 0 A U 0) CL CL CL 0 Q U) w Cl" 3 > O c o co c C {° > O cu to d y a W O :Ei U O m 0) N w C O ® w ® M UO cn O v C U O W CDm 'O C)O O O I- > m E En U m C ` flJ zLo Occ C L O O : fl 6 c w U O 0) O L (D cc c ? C � fi U to -0 O O In � i CD U w O a)�_ N C .O > > O [0 0 L _' Mn l6 O i O W ® a) W N > L tu ® O j C p O n c m L U m � U 3 O C ;* _ !n y C C '® u a o Q1 ® co v, u>cn O m i a C O O m Io ain O U a ® cc w C O O %- O co ��- C O L (DCr L� CD CD Q O � C 'n (- C U U 'O N cc N 0 v —_ " CD 5. a 0 -C ® w w 2 >� 4) > O ® v- N M a m oo m > > > > e� a O m c co a� U L O Z O L O 0) (` O V E C`- y (U �. 'C a L O (A Q) O C U C r� O O U O A O O U ` U co O c» IL 7 w O O C y� ® ® O 4J p a a ®J d co C faO -j W Im C O > N O w 0 � (0 L i to .mci c 4 m a) A C U � > > > XF u I 4) L O H� I O 0) D_ 9 O M Q Q E O LL a (D N �. o a) m Jp_pqq atl q U � U D D h O Q a) O L Lo L. r L Q) 'a m aJ co U O U C `co L O (n U 0 Z _ C a) O a) w C O) c) Q a co C O CL C c cu r• a) .D d a) E > O y O Lr-' O O U) c c O o >c g to � -O e.. CO L) ® > Ln x n U M Cl' (6 U C o. `O 4) rL O N CL ® to —c t 5 ca i c C- co d $ ® td qCj (6 � (g ® L U ' o U E m =3 z Vi C (U i O a N 'O eg a) L 0) C 'a O =3 w m O lm y to O E O U� =3'O U N O O O O O L :) N O z c ® v e wc 'p' U t }• —_ CL A O e® c� c i Sri c� a. W W W LJ LLl W. u! >; > > > > m CA C b t3 4YJ g n in c O .0 C O E CD L V co LL. A O m D_ O O O N co Q Q E LL m O Q a Q C O E Q O O �® O CV C O c A U E O [a a Q In C U c C� { '6 'E O e Q ® O D � O 4 G to O CU A .® 0 (U L C7 C` O VI � •`- c u' � c CIO w c® to 'a C4 -p V C U O aL = C Lcr U ti O to C 0 CD U C ` m .S N O L U C.. a? - �' Q) (� U e OL. O C E ® � E L C Co . U O to . CO > U '� t N U r (0 CL L `O cn C1 C - t0 CO C U O v C co N 0) C e m O U i Cp O to U o 2 O 2 C � E U O -- a cn C%i ) (V ` O O _ D Q ` a) N z > i U O O O � U m C C m r O U � o c� v C— CD cm O 1w ° Ento e C Cu c 9 E U c � (1) C� o C) m C U O C6 = m U C C` > w O U O > C to `'_ N a) co .. p L U m U N C C) C U O t/1 yC 3 �' ) O UO CL L _ � t6 O C1 O m U p) I C L O C a •e O CO o E o� �> ^— 5 FL— � c ® U LL ® N C7 L6 N Cl) 0 L C m fn O a c� 2 CD N D C CO J .O W L � � o (0 � O O ® v o iA .O .n C � (0 tV N � •U O uj O (n o Z N L O c s ? 0 flC 3 C N C > a U � a� L c c � (0 (0 O. co > > O o -o U Q C C �_0 L .0 I Ln O ti C m C1 x w UE on CO CO O CV co Q Q O LL to O a C Q e C�. O L pp� C-4 yam.. N C O CD U E O C2 CV Q 0 w Ln Lq v U U 0 a a i v v i O Li U 0 0 N_ Q0 M Qo Q0 v Q a- C V 4 �O N L O i C bA L 4-1 o (B 3 J O pQJ 41 4-1 O QJ � uO s4+J - b�_ O i QO Q. Qa)0 ON C Q N L 0-V L c L QJ LA 3} +� bA QNJ > o L J `~ V U b.0 V � O i v O C p 4-1V Q QJ •- 0— C C C N V aJ Q= •Q 0 N } C7 C n3 V) r� N N ++ V+ p •N rB L a) 0 oo � K O Q C m Q- U O v o U o N a, +- o O c U v, 0 Q 0 b0 C O QJ �+ C N vi J N r-1 i a) C N v) E C Q o u C— i '-' V O -0 C aJ u 0 rz i— O Z w aJ C o U)V C N j O O m cVl va1, Cc: CD- .�0 N+— :� Na - a-vCp Ln O n J N C 1 r, U > i 'N = 4- rN B Q Vt v- N :O NO p QpC p Nv� r o + 4-1 y C 'a rn aJ iJ O U c cz aJ ra .� a v O 3 0 V— V � a >,� y o rz 0 0 c C V) O aJ 4- N N �_ o �O O C +�' N Q1 M u Z N U i'i, r6 } ut u o C O O vLA u ra v m ra N `� , L o = bA o O Q aJ -0 � — i N rU r6 OU i O c r� E O C vQCJ aO 0 3 p Q) Q- u a r� C to +� a� v v U v 3 � c ru i o v �' (U °) o 0 `~ L o ro Q o v}i vNi Q N u }' 4-1N 4J O C4-1 v Q_O C to C O S o O Q c Ou, VC o pp 4-� OVt Q� O U rCB Q) Q 7 0 Q1 c0 4-1 — +� C ut Q J L C QJ 4-1 o .— 4-1 — c } D Q M -0 J i r6 v� O 0 Ln m vi N QJ u o ov u u l7 Q) -0> c v 1, v o l7 Q m Z)� 17 O a� Q Q c x U m c j = c a) 0 r o c j c- a, o j s a�i v 0 0 v o > rB F-- M -0 U +� . -0 Q V) L ro p 4- � O C O a) v� ONc�� -0_E E C O^ >° :o O ro rn o Lei rZ 4-1 > v L C y ++ 4-1 L Vl 4.1 p V O u4-1 tA f L mO > GQ o o ro c o ra ao c '>, Ln +j ° o c L o o c v O H u � o a) 15 t v V= C c v 0 oo- '� ra c c X° +' ca CL ; o Q � o Q s O N o c 1 w vi w o4-1 pu0 0 � ado N 4) �6 O CL 41 a1 s �• c to m in +� i ate-+ O a1 s L C 4J S ro i O s O i vi O v�i 4- ++ 4J + O s c ++ aJ ro +-' , O L GJ .c i.1 a L C U1 a) t �' O 4- rn a) iJ i. Q ?r L ++ C O O E O +' 4 4- E O co N o u O 4 J a s GJ a) Z u c vi vi 0. O } a O H +� N� +- i C c c E += 4J E 'E0 O v v p u ry c E a) .V) _ ++ 3 ra W p a) D �, 4Jul •uac c -a v 4-1 Z3 v + ,CDL � u 4- o 4-OL IAw a-O rn OaJ o yj aJ L.- 4-1 +' O 'rc Oo o n - a) p Vo o aQ E rs_ °� -0 +, u +�N Eu C 0 ,r0 aJ4-1 Ln Vl G7 } L i N mO a 'a O GJ fp fC 3 c 4..,+- c .� U% C= O U 4' u WU U rp in O rB c •O 01 u ++ C O N ° a) N i+ > i O t Q O ++ +s, Q 4J m Q m _i H i a) O � O rGC1 a) e+a; c4 cv N I- rv, aa� a '_ OaJ _ .O +W u > p u cQ 4-1 _ co ++ Q '- Q O O O u O ++ v++i J c •u O o rn + O '0 p N O O QJ i �, C bA •� 4- v O i fC rrs �_ LO Q. u ++ :a >, s� O C tB L O O + r p > G1 O +� b y O Q of N a1 O +' > u Q rB r� Q GJ bA b y C O N N ro aJ i O L 7 GJ c O N iJ GJ O L 'O O O +?� - +, O t/f L 4- s R SL= rn 4-, z ao N c N o L.- I-ao v u u (As o °; ao r`• s .� �_ c �' o v C c cc = o o N >,r0L (Asa o H4- O+' �l7 � +� (A 0_ a, s O Q c v, twoLn 4-1 N rn to Ln u = E GJ N+ fC L v = O O O -O O in .0 'O cC Ltica O rB O_ � a) aa) D W i �f. H �l1 u ui IV .E Q E L O -p l7 p c v ° 0 v Ui l7 � l7 � �; 0 v � v � REVISIONS: INTRACOASTAL WATERWAY p� o ro14 w, G� D Q — ro 42EASTERN F PROPERTY BULKH AO ETBACK8'+EI-)LU iW rHo N TIMBERDOOK WIDEX 9I.S'LONG �Doc g08 AL LOT) DETAIL A: CONCRETE PLUG SECTION JJ o ' BULKHADLATERAI:SUPPORT CONCRETE BATTER PILE BRTHLLDTGL NGTHOF CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 IQo� " F BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED AND APPROVE D BY ENGINEER PRIOR TO CONSTRUCTION J t..-.- ERTY LINE _ _ (COMPOSITEBULKNEAO WItN CONCRETE y TIMBER DOCK CAP) - - - - -I-�- - ��� B'WIDE X20'LONG TIMBER DOCK B•OWIDEX 9,S'LONG 1 K LENGTH GT : 1 TOTAL LOT) SOUTH LOT LENGTH: 129'-8" (� Z WA 0 py g2 COMPOSITE SHEET PILE BULKHEAD WITH INTEGRAL CONCRETE CAP, ELEVATION: (+)B.O' NAVD O W L&a0 ZEASTW i -_ -------- �. PROPERRTY LINE p Ca Tm .. - STOR WATEROUTFALLLOCATION WITH ANATEE PROTECTION GRATE LKHEAR� SETBA E- l CK ----I DETAIL^A^ Ea @�J E TREE REMOVAL: STEEL PORT ER FORELATERAL SUP INEI .............. -2wn p a W 1:3MANGROVES INVASIVE DEXOCTICS TO BE REMOVED, BE REMOVED WITH PERMIT AUTHORIZATION ONLY''O ! O — ---= ' - ¢ ,�, IMa F _ v 0 O l) O \ Z a o 0 > N N 9 W D O i,ooq'? LL_ wo Y m �. O IA w A w Ig ma arm W • ^• \ -k,- A m y G ? m 0 t WIO yfD a y a`r3 U � y od 3 i tD O (� 7 BLUEWATER COVE DEVELOPMENT LLl—ILA o N o o `b 8 0w- . 1-� � u, o N SITE PLAN FOR PERMITTING PURPOSES ONLY JULT 2021 DRAWNBT: NOT TO BE USED FOR CONSTRUCTION i CHECKED SCALE: oW SHHEET:E— O tLo—LL P-1 DD ".. TOTAL NUMBER OF SHEETS: PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. 3D2B91.REV.P-191e PIanAC.O& Z2 N1-222ll: PM SEA DIVERSIFIED INC. REVISIONS: 5 PIASTIC PILE CAP PLASTIC PILE CAP �l '/ O ELEVATION ID.9' NAVD ELEVATION 10.0'NAW) L Q 2'X6' COMPOSITE DECKING (TIMBER ALTERNATE) YXE PBER PILE W1S SECURE112-SS OI-DE STRINGERS SINGLE 1I2"SB BOLT N TO TIMBER WASHERS DOUBLE WASHERS AND NUT. USE 36' LONG SWISSSECURE CENTER STRINGE MEMBER STOCROSS MEMBERS 2"XB'PT STRINGERS STRINGERS TO CROSS MEMBERSWI SS STRAPS. 2'%R' PT SYRINGE IT STRINGERS SECURE OUTSIDE STRINGERS 2'X6' COMPOSITE DECKING TO TIMBER SINGLET. SEBOLT WI 2SRINGER ICE YXB'PT BPUCE TOOUBLE WASHERS CONCRETE (TIMBER ALTERNATE) DOUBLE WASHERS AND NUT. USE 3fi'LONG CONCRETE CONCRETE WI� SPLICE MEMBER AS DEPICTED. SECURE CENTER BULKHEAD WI 2%B'PT STRINGER CONCRETE CA� CONCRETE CAP STRINGERS TO CROSS MEMBERS SS STRAPS. OOl1BLTHROUGH SS WASHERLPNWITH NU fir r ,,J . ' . ' ♦ .. x \i T - _ 1. t - • _ ELEVATION 5.0' NAVE ...... .. T ., ., ELEVATION 2A' NAVE �r / fTr BEVELCUTEDGER BEVEL CUT ENDOFCROSS OF ALL NEW CROSS " r MEMBERS AS SHOWN IN PLAN. B MEMBERS O O °r • ® ✓ ..' T /. 4'X4'Xtl4'ALUM. '� X IY SS THROUGH BOLT WITH / r ,� DO - - DNUT MHW(+0.3Y NAVE ' -\ -- SEE DETAIL - - ---- - - MHW (+10.3Y NAND r' '�� /-' ------ ANCDESUPPORT / v - - - -- DOUBLE SS WASHER AN ) DNAND O NAVD 3'XR'PT TIMBERCROSS MEMBERS 111 EACH SIDE OF PILE. SECURE W ITH 3'X10' PT VERTICAL 27XWPT TIMBER CROSS MEMBERS 'r T DOUBLE ST SS THROUGH BOLTS AS SHOWN. \ \ % CROSSMEMBERSUPPORT (1)FALH SIDE OF PILE SECURED WITH j�� ALL TIMBER PILES TO BE DOUBLE S'B' HDG THROUGH BOLTS AS SHOWN. WRAPPED WITH AN k IMPERVIOUS MATERIAL EMHW �! TO V FROM BELOW MLW - 2.1]'NAVD T ,l MLW - 2.1T NAVD / ALL TIMBER PILES TO BE f WRAPPED WITH AN f IMPERVIOUS MATERIAL FROM 6-ABOVE MHW �" >/ - 4-0• TO 6' BELOW MLW (TYP) Y l - •;. ()5.0-MLW l,T - ()5D MLW 12 MIN. CIA., PT TIMBER y ! f� � � '^ F t _ ... "' e... `, < ''• _. _ - •;. / lY MIN. D14., PT ._'- - ;-� \ -TIMBER PILE '=..'..< ' :.i".1 •'-. -_- -.} 12' MIN. DM., PT TIMBER NOTE BATTER PILES ARE NOT SHOWN FOR GRAPHICAL PURPOSES. NOTES AND SPECIFICATIONS TECHNICAL SPECIFICATIONS Prepared by Sea Divareifod, Inc. Oaro: APRIL R. 2022 ARTICLE I - PROJECT DESCRIPTION 1. Theprgadndudee carswdion of marginal I-antl co bb bullhead within Bn Town of Gunst... B. IES AR>INCT. INdE 2-�Gnf N RAN O M referenced ro Ina NOM Amanwn Venicel DaWm o(1988 (NAND 08) Or Mean 2 Low Walel onMM1om Nes pM ridedlon lM1 FmDars must NEER or AnY dwk Dlan o pac bB p�prevatlmwnirg by iha ENGI Isaihaew-anonwAbaconsMaredmnshucbonmtnco pl Mthepbruantls0ecif�bons. 3. AnY tlisaeoo monq iM1e plans mtas soedAralbns nd dher bM tlocumenls musl6e resdvedN wmrIS by Um ENGINEER pry tocmt rg lM work 4. M cd uhdur rg, (I nLt' rW t srlg W make als shab be pedormed under the 9uNelnrea ble bcal.stalesM/ederal mdes..rlNOuneermwmmendaDars pmvrdetl'm ledrn�l puDGcelbns of respege0 prof N a Musiry orgy a'o s Malenal roshrg PogremS where aPPktaDle. shall be presenletl to the ENGINEER Im revbw aM svpmvaiprorm mnamxaon. 5.A3 Poduds conslrucletl or manulaclureNwpplietl br NePoject snaN be aawnlsanied by ndusq aagePade waeranNes Or yyuamnkos. 6. Conswcbon sllallidbw Fbr da Buldng Cork FBC 2020 TN Ed Iron T. The CONTRACTOR,,u,-htractors Suoq- ic. sNaN veriy all tl:mensgns pkns and sDeaflcatans aM smdtlrorlsanre pb SleaM I.. nob, the ENGINEERIXany tliscreparrc es pmrta th axaMion of arty K 9. AAb maU. shownP-1 ror antlreea pore shell ba'rudllad I. "NOT oaadurersEiecommentlations and packCaliam to. B subm ll rg pbns br permit the CONTRACTOR accepts glens as drawn one is responsible fw Ma wmP. o�abwork ARTICLE 3- MOBILIZATION AND DEMOBILUATION 1. It Is understood but Ma nature of era D led III req 1 do over wale, aM aaess k consWd on areas Is raqu red br material slDnnq haulllg a cgo 1mcNon. M (acid as W bfic or pinata. usatl b tlr Y ryosea anal be mambined aM p d k M ag nN Twin, aflar coinnnkt'on of pprroolad adN 1'es 2. The CONTRACTOR sheN presents Sh nyprg Srod.Dl rM Atlm nstrabon Pia (SSAP)to the ENGINEER br The pbn abet be apeu]cbM p l�req men6lor iM1e pamwlar makrkkrobe tlNwaredro pDmvaId tlu site OesOlbl daNvery Ib nk slockDl s temporery eeb,knrasn skr teas tempoury fldtl oMca srci. rnlces ma n�'rrea mare)fenang sec�myarmastakmem of wmmivnen�rome nla ri nb aafey on lna 3. TXe CONTRACTOR snail note Net the OWNERwbhave dasgnatadantl preask11-areas bt predud tld ror ssemb and sob manNedunn all orn rL The ENOIN ER he aMa roan rrga _ snen m beat n addnlonsro Ne Pb"`den ISSAPJ v ba rralpgNo Pg I Bra a and opp rp (sotl k E rgs I." erg Iton'o1 Nad` Ckonrpkton earnaC as comd Ia a`E pon-'-pun[n)4'sl m letllna Alarmed ggacl walkMrough hale atafine lha CONTRACTORwrsdots Nap.j toba ubskn Nv Coinulek' It Ne CONTRACTOR s msp -111y ro coortl nite and pay fI necessary uifiti bb oxupy Ne sne and pedortn Iha wod: ARTICLE 4- SITE MAINTENANCE AND SAFETY 1. The CONTRACTOR hall a dean antl neat sne vov! of hose tlebns hash remnant pads or 2 matenak. tl i t CONTRACTOR fi by fP th eaL pbPbs a_ sn rwi ce used i° mmaee Las muPbj m ha a nm aace ad a pint 1 3. TamI bh, Uebislplels sasnallinolbo eoMeretl`narea�soWsbe lne 6mktl tles kdn areas eta fidlmPin4. greab Manb etl ��Da�Mng' 11YI ge Nan Nesad nsrongsnaN nydgm gu ` NWn five woM1 �q daYs Receptacles shall not De`albned 10 wedbw at am/ lime. 5. TM1e CONTRACTOR ahaL Papare ark subm l a Ma nlenanae of Treffic Plan iM1d applies to vesseH, vaM1idea INEE nI The Alen moat De wM rg ketcnes or tlramrgs rW must be suDmMed k Ne G EER or revrenantl epprev I I tl g ado .e pbn 6. TINie CONTRACTOR pup rvro Met MIs p fact d - k fwuk at a Dud c park Nat wD confnue ro oparele eM brya opepnbky Ma pudKlo soma exlen,d rg 1rucBoI. TDa gaMf¢plyCofNaTadRaAsG1��a Petrone of lire Park The CONTRACTOR shaA pq�ee`ppyaa a Lary qan (w approves W Hey ft 10 ER roll ]. The CONTRACTOR shah lobow`eb eppllobk k:cal, stela antl Ted_I codes regarding sne safety antl maintenanw. ARTICLE5-ENVIRONMENTAL O T- Y ON WAS. mu �J �', i� Z �_ W 1 d J0 HQIII 2LLm Q�g =gip W LL1 Oq; ',Q A m=� Otlg J 7 ;� M N O A. J 4= Q F (iW 0 G rY 0 .. M f w () Z WA ¢� OW HK ZF � I-u O Lu �m K a E C y '� K A.unb - TYPICAL SECTION DETAIL SINGLE PILE DESIGN TYPICAL SECTION DETAIL DOUBLE PILE DESIGN 1.`AFbrMEI' Depedmanld EpnvelmnrrenklR kdion(FDEP)aMUSAmry CPpsoi ENGplrNEEERSPPmb 2 TrA COR�A�C O Nat barnirerneOissUp�poosne DI of M��ad .n9 N Ppt•ca blcarrg permd wndno u ImposeC by .e bcel munkiPal�ly kle or leper I ayw n �q"v w 3. The CONTRACTOR stul pay partleular etlentlon tv rtha standard stale condilbns fP manatee prolecllon dudrg o slmdronaMshab wmpN wM Mem ldy. ARTICLE 6- CONSTRUCTION SURVEYING wN m < E �u p H A 3 a pz m 3 urea h O o u - - II II c E E o $ iiwm 35 _ SCALE: 1-=2-0' SCALE: 1"=2'-0" YX6'PT DECKING P.T. STRINGER WI SPLICE P.T. CROSS MEMBER 1 RE OUTSIDE STRINGERS PT TIMBER PRESTRINGERSSINGLE ' TO TIMBER WASHERS DOUBLE WASHERS AND NUT. USE 36' LONG AND T. SE BOLT 36-LON SECURE W1SS CENTER SCE TRINGS MBER AS STOCROSS MEMBERS STRINGERSTOCROSSMEMBERS WISS STRAPS. t2"MIN. OIA, IT TIMBER PILE 3�8R61EACT SIDE /j EACH SIDE OF`A)GECUREWAS �r-383SSTVIST STORNAVTI tR1 ENACHISIDE / �UBLE YR'SS THROUGHBOLTS AS SHOWN. r. OF STRINGER SECURE / 8a 316 C(/ - SS RINGSHANK WAILS H--00 - _ • i _.• ,-. _ LTS 1855 SIMPSON STRONG TIE rxB PT sT STRINGER ATTACHMENT DETAIL STRINGERISECURRE J11) EACH SIDE RINGERS( P) 81316 SS RINGSHANK NNLS (ttP). - N.T.S. 1 112'SS THROUGHBOLT W/ YXB' IT SPLICE U SE SS WASHER 2'XB' IT STRINGER (TVP) ABBREVIATIONS DNUr (nP) SS STAINLESS STEEL it PT PRESSURE TREATED DOUBLE SIC'SS THE YXB'PT SPLICE (TTp) BOLTS W/ DOUBLE SS YxB' PT BTRINGER (TYP) TVP 'Pic, WASHER AND NIJT(TYP) j MIN MINIMUM CIA DIAMETER - --- HD. HOT GALVANIZED _ _ - - - -. 1. Tne CONTRACTOR Is respPnmde br honzPrtd I veNcal canbol esroDlishmenU pPnsWdron layout oleeCencar yaeRPiro oil ptl t�-- INt IIIAe the PojecL Tt-FNGINEER-p-4, a CONTRACTOR existing 2. Me.od pfw b-Ig kyoNandwdml If- be subminetl. ENGINEER fPapproval prim,ro Ig-irg 3.Th. CCONTRACTOR Is I - Net CadMCadon If.epreledelevanon and alignment is required for float 4.T=oNTRFCTOR wib be required to provide a f-I-buYt'survev flat mnswdion. Thasurvey must be mrl Id eM cerBf�atl by a Sbk d Fbritla licensed Surveyor and Mapper. ARTICLE -CONSTRUCTION SEQUENCINGAND HOURS OFOPERATION 1. Tha CONTRACTOR shall provkea scnatlule thatdalails.e preposad sequence Th.ENGINEER gmakd numbardcelantlar tley tlmilesronas for meta mmpananN of work. Tha ENGINEER nail Da n Les o� de`KvieYonany i�kMatl m IesWne Ez� son sequerrnng. required allerabons to overatl Drojaci 2. TIUCONTRALTORahefllmm.=I.e OWN ER may limn hours Moperetionantl require the CONTRACTOR ro schetlula dairy work aNvitlas es necessary ro minimUe dismpfion to wmmon park aNvitiac aM adlacaM resbenws. 0pe ibns, Inclutllrg bN not limnw ro pile drivirg,oroMer crane/ largaequlpment rebbd acgvitles nd activAies l�a�t produce excresawe rwisa.vibration. dual or otller air quarry I.P.c6. may bebmnedkspedbe timetremas. ARTICLE B- DEMOLITION AID RESTORATION 1. The CONTRACTOR snob acquire ab receasary buibing Prmils fiom Nelocal munkipaby prbr to commencing k. pgoM� 3. D�amd gotaxAnOngdsW<Wrea mzy.yv the-W Kl Minw. 9timbeariW-n-tfi.q Dias to ba replaced ere to ba removed In NPr enEreryry antl meY ^ot ba Cat or broken uNess dueckd by tM1e ENGINEER. A boken ". wnethP above P below 9." must ba markatl enM reponktl ro the ENGINEER Tlu CONTRACTOR shah be EXpoI-NnvEVER MenemovaldanY or ap qk k esMGng hen the dmmIIIi- acgv0es es dreded by lha ENGINEENEER tl M - TM1e G yal Mara bon dud ewter nsDetlmnol Meare -maIdt reM areasrent GisTM1a CONTRACTOR snel ba I M 1 MPoper drspmal of Itl mdNo deMu mdWrng but n011mrotl robmberremrunts. ul ldy a T M bu exisbnnpp pb, comr 6T CONTRACTORSDaNcontlud aUtl I' ecgv{O -n strkt mmPrance wM Coun75kte and Fetleml 6. Tne s le sM1ep ba restored by removNg d f ti ng al evNenm W mnsimcDon.duding kmporary haul roads, IC kp,leseas regablbnaMb aswpe ana amaare IJW fPwns-. ARTICLE 9-TIMBER 1. Timber Mructurel members snail be SouNem yebowp ne ro.1 dense w M 0.60 Ucf enmmatetl copper Arsanak ( NSA, rorgm�ne mMad ror al,tom nal sties rxe ana alwve. peck boama Tnecb rd cwnpwik, nall6e type Copper Amla Type c (CAL). Each puce of lumbar shah -by- id- Me grade and beebnent mark ofa recognlied ongenbaeon w'mtlapentlant egan dRretl NmarCan Lumber SkndaNa Comm doe. Traatmant shall ba as per AWPA 6bntlaN C-1R. ARTICLE 10 TIMBER PILES 1. Tmber pNes shag be l r mnimum damalm lmeasuretl 36'fmm bp of Ale) bout -I Yelbw Pne(SYP), No. t dense Bratla w N min mum 2.5 pd CC y,assure i'! P'i nt Conlpm ng9 to ASTM D25. Pressure UaeMenimuM SYPN:oMancew.R h-G3 end L1R. Pla ten9. snot be 301ee1. 2. Pressure Treated SYP tlmbP Les shah haves pmkcbvepkwrep Wtenentls rw less.an 6'above Mean Hgh Waler11MHW)bbR below the MeanLow Walar MLW). Pita wrayy IardahaBbaheavy- ddy MOPE (Hgh DensnyP aNykna)Ilutrsppundure Poof arM UV resisbnL Tnkkness snail be 60ml mnmum n w ovagvep ua ^0 1l4 31655 rg nk rg Is.12..." Ire seam. I dab ih S' rl 1 n sne roof na en' -,aQ Q; E' ab3-jT✓".,,- �Feap: 0= = E wGEm _�';� a ¢'a ¢rO1 _ T z • 0 "4= vi rya Zp." F-'•„�y�".p;•' Ei O p J t-N �y} Z #a E DT O N M p O 0 Is W u p'6 (L wo yOtt Cl _ _ _ N W� t0 u'ryG ([ W n D• r > iu O U m _ N Is N4. T). < W y _ Q! A toC - -- , '- �l -DIPPED ' - - - • - Acn RTICLE 11-HARDWARE 1. All 5, assembly hal0ware IBdudin9 %bolts and hers shall be 316 sla mess steel. Screws fP the dIIK g shaI be sk nl-.steel yGe 316.was .r VERTICAL DATUM DIAGRAM MEAN HIGH WATER INSTALL NEW 2MIOW PTI TIMBER PILE- 12'MIN MEMBEDMENT I INTO GOOD BEARING MATERIAL CONCRETE BULKHEADWI CONCRETE CAP YX6'COMPOSRE DECKING (TIMBER ALTERNATE) ENGINEERS NOTE TO THE BEST OF THE ENGINEERS KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITHIN THE APPLICABLE BUILDING CODES AND LOCAL MUNICIPAL ORDIWWCES THE ENGINEER SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS. METHODS, TECHNIQUES SEQUENCES OR PROCEDURES,ORFORTHESAFETYPRECAUTIONSAND PROGRAMS IN CONNECTION WITH THE WORK. DATE: MAR.2e22 DRAWN BY: B.N.W. CHECKED BTr W.T.B. O.3Y NANO is.$ 2.1T' MEAN LOW WATER TYPICAL FRAMING DETAIL CAL SE AS SNOWN SHEET: SASEDON NOAA TIDE STA. BT2.2749 DELRAY BEACH" SCALE: 1'=2'-0' NOTE: DESIGN FOR CONCEPTUAL APPROVAL OF DOCKS ONLY° NOT TO BE U5ED FOR CONSTRUCTION S-1 CADD ID: TOTAL NUMBER OF SNEER: 2-1,0,10 S2.Dock6e t-Ps-PA.W.22.1, 414RD2212.16.12 PM SEA ONERSIFIED INC. ---- LOT A I SLRV -MRS N0TE5 & CEGFNk K NGS SUMS/ON F = erxroa7E mo 4uraam PAa;.n N a nnF InFoRMAncrr LVAC=DTOETE i I 2 /EW 982LaN PKTiA. WX = WATER AMR / < ® O 7NS SLRVEI' 9A�WS ALL EASEILE SC MD PoLMS QE WAY AS TTurFgRTw a- nE ErnnEAsr aAeRTER 4 o-gCTOVA Tonrsp SFpW74 AV SClfDL!_E B-! ((ppARt2Z5 1 AFD 2)) L TFE ay. = coTE vKLE a ggyy . / ronx_u[6P.� 45 scent RN,rE N FAsr, PKAITEAaT f�oRDA As AbER'CAN LARD 77TLE ASSbgA71OV C0M;4TA1€NT FOR TITLE • / '/� a x e R r r P A r E rataxs AUPAACE FZ£ M2 2004844Q D47ED NOVFJ C R 2.1 2021 eFv. - sear aow ERFw�nm ,ice, f� ETiN4ATn WVn ICWVLFTTEEASTROVr O-WAYLME SrATE ORfl=O'EXSV_REcuas LOOT A '/ R ssemt RxCxE [ o ROAD NOS )FEOMLHOAI•An4, ANOTTESOMLPECFTiEAOPTAEAST nyG[ E. %7B5' exE [ � SfUnl A, TO [F LTd4B FEFfnA FONTNa"M LN nE � RWT LF O �GYY�D YJ DaD Eb�VCMD CaVTOC OF O V34, PAGE ER PfIB = fWT Oc AJ \ s Q WAY ]!f /VIAAO]4STK WATERWAY AS ST0M OV HAT I+TX/'(17 PACE H PIIC -PONT1r < -4 HacTEmms 6PKM gaey ccvFrrr, HO�V TTEX£ N �D.rq� 257 DOES NOT AFFECT SLR.ECT PARL?Z. O�/ 1 KO'G SW RrM O�WAYDV AOSTAM£LF 1ED65 FFITTOA I)E SO/IHI/EffNE Off •Y� '� OVA LAVE27U0FEFTAp7n/ LYNOPA LEL TO TTE SLYnH L[E CF RE SECT[N4i6//A36 TO N F' ntxTTEAn a[eRrm LHsI/s16 Sea gCTA]v 4• 55k' PARCEL SUSECT TO 7DM AM CCAE770AG ffAR NLl9'A/{58'E ST (T k N y ALOUD M PNNUEL LaE OSTAM2' dr t20Of8 70 A RM 61 IM ® CF ACME AS RECaM D EJ OFFICYAL` a EASTRAMLFWAY UE O' SAD SA7E ROAD AU 5 FEDSM hl"A SEC/V/446 u=SECIUV 4. T3L[•E A O6TAN1' Lim I�CQ97.S BOLYC X)339, PALS Yz#. TON}9 . /SIXT7H RAC IJ e �R I L`y� mvrwc.u29+6 SOANE FEET OR 7b13/AO7f5 A[fE OR LESS cc�i �VVX6mn MAP m tl W € 9 CnYFEMTB OCTDrrEEffTERS5)aa Ap FlOO NZTYPMKEL&/Q U. 9FM 5De M OCTO6ER4 20D / 6 W ALL DAVISDK EEOMN B4%v ON MANI ddMSS FOOT t Lo NSr FCR CCEC AL / M h N O 2 116 STRVFY ANS AOEVED A AM[N LEM 6(lO.flIE fF IfCOTN FEET AS 3 sir DRrxDsuE WAs acvEeaaa w A � OF AEASUWAVVM FOR VER1K'.V. T[TROVTK AM ANGU.AR LLOSCP6 W AD S B9/ ALF SEAROT WAS U E FOR UWMS OR p LmArmvD FOO/ O/ «I TRADE WINDS ESTATES FIRST ADDITION MA - PARCEL o/S PARCE1 =I 9=2ZLLIMT4 LOT 25 LOT 26 LOT 27 LOT 2B LOT 29 LOT 30 LOT 31 LOT 32 �, -- LOT 24 �' evza .eT A. d ~ 3/ W �4 J/ $ ¢ I pp �¢AO.'T ((OR8 0154 PA(F NY1J us ' e7g / I 2D' N � N OR8 SrrBI PArE - _ _ � ..in serer muvapr T�Q x Q l i' ft �a �/� PARCEL 2 N. ®�„�ux� a PARCEL— 2 F V754 PA[E r750J �S LF NE%e o� gcrov a/+6/+a .v _� Ta wma szur ---- .WM1UI60Jm5 _ NOT PLATTED Nv'L'o NOT PLATTED MAP OF BOUNDARY SURVEY A MTSORE i "M7 TMSMVEYWF EOVER BYfi,E 0XE ENGLE LAND SURVEYING LLC BOARD OF PROFES90ML SUhEYORS AND WPPLRS N aWYER 5A-D, Ft R LAND SURVEYORS AOIINSmAT" COO& PMWINI TO SECTXN 472027, H020A STATUTE£ °f•'^�� CER71FiCATE OF AUT ZA n0N A66447 dL U n SLRVEYOR AND MAPPER IN RESPQ1a9LE CHARGE PAIR D. ENGLE D. /'//� 955 NW. 17TH AVENW, SUTE K-; DERAY BEACK Ft09DA 33445 L "LC',( PHONE. 561-276-45K FAX 561-276-2390 PAUL D. ENGLE n�TE D�aRLEr Mani-M Ar xm"--:; r v7Anurp rx� - SURVEYOR & MAPPER 15708 JAN Q 2022 i - A.rITRD3/fY£1➢PAlDAgHER iEiDl PArE A0. Oa[17 Aq: 91-� 9 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-13 Owner: Bluewater Cove Gulf Stream, LLC Address: 2924 Bluewater Cove Agent: N/A Proposed Improvement: Add a 5’ wide X 91.5’ long dock at 2924 Bluewater Cove. Approvals Requested: Variance: To add a 5’ wide X 91.5’ long wooden dock which will extend five feet over the Intracoastal Waterway on the east side of this vacant property. Level III Architectural/Site Plan Review: To permit the construction of a 5’ wide X 91.5’ long wooden dock that will extend 5’ over the Intracoastal Waterway at 2924 Bluewater Cove, which at this time is a vacant lot. Gross Lot size: N/A Effective Lot Area: N/A Proposed Total Floor Area: N/A Allowable: N/A Zoning District: RS-P Entry Feature Height: N/A Pervious Area Required: N/A Pervious Area Provided: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 66-154 Standards: Regarding Variances Section 66-369 Docks _____________________________________________________________________________________ Discussion: The applicant is seeking relief from Town Code Section 66-369. Docks. which prohibits docks from being constructed on vacant lots. The portion of section 66-369 relative to the variance reads in part as follows: Permitted as accessory use. Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. When making a recommendation on this application for a variance, the Town Commission must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. ARPB File # 22-13 ARPB: April 28, 2022 TOWN COMMISSION: May 13, 2022 Page 2 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. These are the criteria the applicant is required to address. The Town Commission shall hear, review, and consider this application for a variance and take one of the following actions: 1. Grant the application in full. 2. Deny the application in full 3. Grant the application in part. 4. Grant a modification of the application in such form as the Town Commission deems proper and consistent with the variance standards. 5. Establish such conditions as the Town Commission deems necessary to ensure conformance with the variance standards. 6. Return the application to a recommending review authority or applicant with specific instructions as to additional information, evidence, or testimony desired to decide, consistent with the variance standards. 7. Continue the consideration of the application to a time certain. Motions: Motion to approve/deny a Variance from the provisions of Section 66-369 of the Town Code to add a 5’ wide X 91.5’ long wooden dock which will extend five feet over the Intracoastal Waterway on the east side of a vacant property. Motion to approve/deny a Level III Architectural/Site Plan Review to permit the construction of a 5’ wide X 91.5’ long wooden dock that will extend 5’ over the Intracoastal Waterway at 2924 Bluewater Cove. _________________________________________________________________________________________ ARPB Date: April 28, 2022 Action: Variance - from the provisions of Section 66-369 of the Town Code to add a 5’ wide X 91.5’ long wooden dock which will extend five feet over the Intracoastal Waterway on the east side of a vacant property. – Recommend approval 4-1. Level III Architectural/Site Plan Review to permit the construction of a 5’ wide X 91.5’ long wooden dock that will extend 5’ over the Intracoastal Waterway at 2924 Bluewater Cove. – Recommend approval 4-1. Town Commission Date: May 13, 2022 Action: Variance - Level III Architectural/Site Plan Review - a� m m o O0cx CL Q ' 00 C �p ~ G C LL.Lnco0 m E:Z V a > E cS c v o 1.4 Q 3 m m c m o Ta 0 0 o r > m U m C L 'gyp tII C LL f6 0 E >LL O O O o D a� D c L Qi CD hm aE O a o Qo L O �E�a>i �Q OQ `V o � O J d r o T � o •V _1 C o � "a s; U U +v � 0 � a E 1 J p z i6 > Q C o a a o 0 0 0 o d li a a` N M V Q Q Q Q ?� to N• C t6 C a O Z m > S a a) 0 m O -- m CO C c 0 c m � U m � N r J O O � � C� 0-O 0 IL ai — �+ m O y U o w L° F- 160 0 - c O Q O NN V o 111 QO t� ® M. 1 Q) O `O Q[ co 0p Q D 0- � 3 b ` O 1 E c \ Z CL a X ` o ,o _ E ` Q Z > 0 c IL 4 E m 3 v mo �° w Z z o Y X u- ,= O a)O N o m 4) w u w v O m m o N E o O W c a� co Co u € Q a iq Z Q a-o 6 .. V Q a d 0 C C C v` C C C Q s cn o Q 3 3 of a) m a Ca °� cn Q U °n a O O O c m Q Q Q Q tempo •040 v, mE c tl� Cfl 1 ® N CM Q N (h Q (i Q 0)Q Q Q � cm cm cm U U U U Q U) L a) J L' O O y QL O CD O 7 'O o a Q . mO o-0 0- > m0 4 0 � p �o� (O � Z LO y (a a) ii- U 0 5 (D 0)_O 'o n •� 3� O G1 U 11 cl- V cCa n O Cl' vc O 3 Q y C O 0 C a aJ a F- C C O O _0 � O E U_ C J T O O Vi 0 h Qm U O O a) > a) (D C� Q U c pCD w n o O a O C 0 o W Q c o c LL O ai Z a a� -}� a c' c aci O O O v 3 U r o w O -C U ii N .� - a) C 0.co h ' M w 3 3� °.' a? _ F- Co co 0-Q c IM N 4) �_ a) r•CO 0)O Q) _ a) c U Q Q O Q) c c N N C O > a) ' CIL o a c (a 3 c o Z _mro c 0 U� w 0Q��a? c N c m� p N o(D n O io�3c c Q) 3 G) O U t occ Q °? fd u CD n E 0 m �' •L a v 0' N 3£ n ° �oE M UtU y cai N a cV w U w U Q � c d a d q q Q m O m^) C cu m U � a Uo } Z .0 Cl. Q to CD E 7 O U w � Lo O N N a) O 0 ^ o E d > O C O E c O U O L O - Inn (o E E 'O 0)Q. �O N O L O N O O C U U U p U a CO aL (1) 3 W r w a) O L a) _ a' 0 -c 0 c cc w O E 0 0 co U (v �Z z O c Cl. n° T C Q) m a 0- o N O O t6 U C)`� m °'a cn U E U � I-, � n N O O C o a c a) U aCD CLo w O-� o >= N co Q Q Q a) } Cl. O a U ^ O W N Q ".) E O O a() o O aQ a Ca w c O w U c O O ao w O N Q) o} 0 9 M 0 O O N Q a 0 LL (0 0 n n Q C E 0 a� a) C O �O O N c a) o a) U E Q (n k ® e- n $ \ -ib f U) 0 f k k = \ 6 £ m = E o $ 0 \ > k \ m / t a E a 0 \ ( m / k 0 CI. E c / \ £ 7 0 0 t � / \ m f $ § r m � E 2 2 E f c m CL Co / k a 5 y o £ a)a g 9 7 t 2 g E\ E 2 t 5 \ c m $ o f 0 \ « ƒ m f » � E > f 0 ( [ 0 6 f M k f = k c a f \ c : $ k 2 k k k / 0 a § 2 0 2 c % ) k ECL 2 2 2 f E E % ® Im © E 2 b ® f t k § : c 3 @ f \ ® o Z \ 7 7 E 2 f 3 k k w f ¥ / 4 ¥ 4 C6 @ I = m k $ co § / f k ƒ \ & m = 2 % k k Cl. E § = 5 2 / / £ � \ ƒ k k z 7 0 / % » « � r 2 (L 7 $ f E IL2 § 7 k 0 k CL m 7 0 © § { & 2 k o f ) f E m m § E k k k In ■ ■ d 6 d a 6 6 2 m / \ / / f / / ƒ 2 \ m k f & f 0 7 \ / # � � k Cl? ¥ C « E U- 0 CL / E k k# kk 0 m t <k f 5 \ m £ \ M $ @ � f 0 � « 5 � 6 0 \ k f \ f -0 o / $ k \ ( \ \ S $ o 6 z �o E « « / 2 \ k 0cc7 ° & \ 2 Cl. CD\ k 0 o § a r § \ o ƒ 0 « / f = CI. \ 5 E o >CL = c f 7 w ƒ / 0 4) 7 2 c cc Cl. a � \ 0 CD �0 c .CL - \ ' / p 9 02 m � / o= / k & \ % k E E Z 0 r_ 0) cu m ƒ � $ = S q E 0 E �'0 CD° °* �k § 20 CDE a)£ _ = Z C 6� �e —v / ■ & § § f ) ( \ £ f f 3 $ a)— # f 2 ° f$ k/ / f R ƒ o* 2 2 £ " . & @ ¥ a e C 2 @ @ 2 g u / / 2 2 2 \ \ CL U_ k / $ E ƒ � % ƒ 0 c E / f k f k 0 \ 0 C13 cu \ E E 0 E 0 � / a E to B » � a k / O 4 E LL > / < m a U c c " C ® O -6 C O C D O f0 O C Q 7 N Z O to O N L L O N U E •� Vi 'O O O O N 8,0 Q (n (6 V� > O fU J C cco cn y L cc o c N U ai m 4) N Cl.O o L L O cc O > C N O) a to U O` N fir. C N a ?oYr a�ca mo 0c s m Oa a) .0 m a) m :Co V1 'yt = (D > m�' ' � 3 .m m e o 0 aUo 0 � O LO cl- v, y o t0 v; C > in U N r o �n a co 00 rn rn�a a c am e c c m m m o w cO � w Q 0 r0 C p (D of -V O O C- 0) L > a) a) E 0 E U (C6 o U �p O c E m CL p C O C �n L C y m m N L c O a O E m E R) v, N L cn y �i o .L o > d v) w C C m C 0 z m m �1 a X-C n c i� y W a) p O m 1� O a) cc c N O O C a) t O > c o w m � o a CD -:E E J O } a) a) o m 0 m cc c° O-0 o a 3� �r z> > w o vs E o 2 ,� a c E > c L° °) rn a) 2 c Ec. o aN oLm c o c 0) m o cn a) m o 2 0 o m c3 z a 3 s U p C L N > o > > cao _ C 0 � � o vm, m o) E � > c > O L C i0 En L o U 0 � ZZ Co m c (D.0u o a coy c E rn ma) mO a) o v, m c� Cm o m� cow a)�. m C:n -� o 0 ea o N or o v > Ew �� o > c�°'0 �. C> > > 0 r t>C L) N N co p U O m N � C 3 �G N= `o U V o o� m a) o o rn ai " 3 N = p oa m c N o c� a) a) m c c v� m ` !+_ d C O E m m` ` Q) a 0 j •_ � Q E Q) O O O CU 3 O t: vai C O p pU C � Q) C N a) m Q) O_ C Cl0) C i O O to [n o o �' > o o W m 3 c a m r y rn a) a) w .c tl1 p t t t a) '0 m O w ;� _ a p 'O '= Xa = w = a) �i 3 Ho 3c0 U w 2'Co �'fl w r N M V 6 M' 0 0 0 N M Q 0 4 E 0 U- m 0 o_ n c a� E a 0 CD N � O L O O N C o N r U N O- a) Q 0 M W N O rr 0) L 4) u C r_ 0 75 bA L 0 .a O u c 0 N u u O Q. R s E O L Lu C9 ry Ul O Ln v v v a a L v 0- v a v O N rn m Q0 QO U Q) V) Q + Q) c V) I� 4, 4- p O ++ V) +� n ° v a0 L. 4-1 o Q L C: to c O O v L o O p b0 V) Q) u 0 Q— v V)> V) QJ L Ev O O > U O rp 0 Ln Q V L Q U c +-- r6 � i•� Q) _0 � 4- V) cc v QJ L I-O rz N 4-1 rp Q 00 +� tt0 Ln O 41 Ln > i ro J tSJ 0.0 O L —b�0 t = 4-1 0 O O c Q 'Q 4-1v v tu Q) L NE Q) N ,, -,- + O c rp o O m Q — v V) 0 M 0 v O o a)O o +-1 X O O ca- LU) .0 O u a N b-0 O " O U ' Vi O o 6cO o O 3 = +- Ln Q)N O n E Q- Q Q + c — L N O Q) : i (� Z L V) u LA O r� a0 Q) c v •U bA + u u = c� o -0 0 v +� � o — 0 Ln Ln Q)QJ Q) E +; O v, Z O 0 E = cQJ V) LU V)N� + ° L V W 7 U�B Q >(A4 1Q)4, 6 c(Z rz Q1 Z 'a u F m .O O N O �'u — O p C Lc >, .Q N O > 0u rpO N Ln +� 3 a0 OU V) U .N -0 Q' i , ro o +1 V) ro -0= CAV 2' in c v c N O '0 E O 'a C Q rp +emu � O }' Q1 4. � u 3 c N ° v Q) v 0 - � V) rB - n � o -0 O `~ OU 3 Q- O N Q u cQ O� O Q) O O L. Z, Ln 00 t L Ln b.0 V - LO Q) L p +- +" 4-1 tQ m ,_, Q � V► O QJ L O Q) V) � � -0�i L L- -0 rB Q) ° Q) a--+ +- Q "O M v U c O in v > t u O O VVI X CD- vi V) � v- �+ D V) V) s O QCC) +�--+ '+, Q U H L o b0 a) c aT Q M o o v o ° v V, `1 V, Q (� ni Q) V) rB � +-, L Vl an cc vi 'a v L � v o L V) o u u U a l9 v-0 > c v U o l7 Q c �, l7 0 0 aJ CT Q V) � c v o m o o J � Q) � O > F- rU L) 4.1 .� rrU � Q VO) � � � � 4) O U V) Q) O V) n3 V) ro Q) 0 c 4- 0 v v c rp U) Q) 4- O ro c rO V) v V) M v u .S� O i p C O1 O u CJ _ 'a 4J V) N rL 0 i O N i L Ut .V! s C M � v v Q -W u V) Vf {A Q. dJ to ra ++ 3 N v C Q. Oy O O Q' C VI p L M v m N �' N rU +� C O= Y b0 (A R Q to C i w s O L = U. O > v D N O L � N .X O CJ I a1 Vi O o 4- f C 4• rp a Q +• In � t t eu0 v v > O Q C L O L._ (II o U O aco Q •' 4J n• O O to Ln O CA CJ n N V VIo C � _0. p aua - 4J m CL > O v 4-1 O ,o5 Q o � o C �' te ta ��v ag O o R 4 aj � V 0 -C a C C p O v u L L '� >1 >� ro > Q% s s Qi M O N O = -0`�- O N O u o >, Q- s GJ a� .2 u +L �+ �, c vi N p C E N . F O QJ � •� u6 � OO L O V r > O -O 0- i O E C+ O L v i -O v L+ vi m 4-1�.., VI O L a) L 4. O O ro i C C p p '� O Ln a)'a � C N p 0 V v Q 0 w N a)C s to G1 Q. p mO 's. E o r� +- 4-1u in o C +� u Q +., v -0 Ln V1 ra O } 4-1+� > L L m 7-in O 'a GJ 4J fC Q '� C C O .L u C C 'C N Q) +, u (J it w vi W- u +� U '� G1 '� �' u C u C s n• ro - v 3 L ro ca - O s o +� DN ° oO L V) +, C (V M a E o pN C> m NNN O .0 �+ o W} bAp O O p 4' v c� in Q O i C u > > 'a 0 o u v vi C� v C v s a+ n• �' v 4; _ s �'' N CJ M —_ v s GJ C cC u C c � .Q � ++ >+ u O +- — rr.Lp L C o v u O �+ J C 'a u O ''_ 0 C C r6 to � � p 0 C O N O O i Q >, - C O b0 O w u C 3 L. � O 3 L1 � N to O Q u i� :a >, = .0 +j• cB i O o +-' p- 7 > u Q- r6 c� N Q N r6 C C O Lbio a O aJ 'O N> QJ C G1 L' 41 C 4J N QJ v cB dJ O C C 4- aJ 'a � v O GJ N 01 W �+ cC C V O r� Z bA v_, 'C - C L L i bQ L ca N m u O NO bA G1 N v O O C C av o � O _ _ O � C C R c� _ p i in 0 N 41 l7 � V rB s N =_ o V N Q j, +, 0 Q C O S-- O s Vl O to j v N c ,_, o a--+ O .-: ' .-: O .-: C C O O 4-' to VV) u t C E in � v= > C O O m u C ui L f- ill �A u �11 O Q O L N rB O t9 > t m-0 V, C 0 C v �= IV ,r v W v O ++ w N CT ou w vi vi O Ou Q..� Z rc6 0 4i O F- v E - , >- - i Z — 0 � - � -0 H 0 0 O a-J h G) O Cr C7 L 4) u C O 3 b.0 O L v .a O u c O N u v Q vi t E O L LL l9 Q a ) a) O v, o C -0 v N o6 � Co s. � s- 4-1 O � cB Q a) _ - a� � a) V) L..�' E v > rz ruv -' 3 a) O Q= v N O aJ ` E O O> 'N v Q' O rz Q V)Q) b0 Q� V C i Q - C u ?' 4J i' +- E v L Q v v aJ L N v E i r� 0 v v ro N ru V) N v m E Q E C E ro `7 4-1 �, b,0 rn O O 4 ? E b0 C v> O u 'i m JO u u b0 u +1 L a) p I Q >, CL 0- 4-1 C m C a �_ 4-1 0-2 � ns E Vl N �'' �- c w r� m � „ o u O -N rp 4- o 0 M W O v Vl o oo "� +-+ x O OQ- O V a) O u _ rV Q) .N w a) Q O O n O Q N O b0 C o a) O ,, C v= vi J�� v i a) c N E C Q z 4- C v in p _0 o � u _ fa uru L r6 �, C o 3 o u C ru � �. C �' .`� C O ao C v > C O v- Q �, C bo C �' of _u u Q) 4- C o + rn w V .Q Q Ln -O Q 4-1 —�—� N � +� n' C v u � 'a � O L i rp •� C � i O — F- 0 Q 1— v L O O .0 avJ V),.1 o c Q) 0 in o 'Q Q)u M v Ln m m 5 ao m > ' u ro a) O C u v .T 9 O tB_� u — v U) V---n 0 4) 'o- ro o = O NC Z3 4- u1 O n p 4 E a)M a) O No n 0 nu rz o n O .LE � EE aN C O vi u n ro Q) > H � i v p N ru U) +�-+ O-0 o �= Ou c� 3 0 0 O } ro O NQrp u v= Q a G � ro u E a a) O N O� +- s C o L. b0 _0Q) 04� � � V)u b•0 O Y u �+ = m Q) p � V i -D �„� V)C > � Q) -0 Q v- •4-1 vi , H N N V � i i- 0-0 rB Q) CU O E c 4 ++ Q Q-0 v a) C �+ O N> Ou s O X Q V) N �+�- C O t bA —_ Q) rn 1 u O 00 u a) cB O C bA � '� Q= +�- v Q i O b0 a) C _ +- a) 4-1 C _ vi O J r. � C C a) > E '� n 'Q 4-1 u Q _ L V) �y O m IA O (� Q) -0 Q > C n M Y u O =�% Q >C L/1 C+ C) Q Q N C uu u Q) - ra >_ O CT E o o v o> m ?o u� .- -°o m ? Q Ln ° v v O L V N aJ ru u O U) V) m a) N O C w O Q) u C ro 4- V) N O C rB C rB Vl v V) ru a) _ 1NTRACOASTAL WATERWAY 4P f? 14 lawn Of Gulf 1 EASTERX PROPERTY LIRE � fBULKNEgD SET9gCK 8'.I-) TIMBNt DOCK DETAIL A: CONCRETE PLUG SECTION I5I WIDE K 91JF LONG KTHOF BULKHEAD LATERAL SUPPORT NORTH LL OT LEN6iW 12B'-B'AL LOT) CONCRETE RATTER PILE CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 _BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION LCiE TIMBER DDCK OAP) _ S WIDE Kt0'LONG TIMBER DOCK 11111 K 913' ONG LOTLEN H: 1 TOTAL LOT) COMPOSITE SHEET PILE DULKHEAO WRN - _ u•-T INTEGRAL CONCRETE CAP. ELEVATON: (+)aA' KAVD - 1 PROPERTY LINE ----------------------- O WATER OUTPALL LOCATION . � y . _- - - - - - _ _ - _ WITH ATEP PROTECTION GRATE _ ��.�. -- EASTERN _ TERN PROPERTY LINE (BULKHEAD SETBACK J.R`.(-) - DETAIL -A' .. ._.- FOR LATERAL TI —� STEEL &RODS AT .—IR CORNER TREE REMOVAL:- - _ a INVASIVE AND EXOCTICS TO BE REMOVED, 7 :3 MANGROVES TO BE REMOVED WITH PERMIT AUTHORIZATION ONLY D Q—_ :g O O cn (n BLUEWATER E DEVELOPMENT N o�� o � °$ Uj t� I� p SITE PLAN FOR PERMITTING PURPOSES ONLY NOT TO BE USED FOR CONSTRUCTION ui n n U � N «o —IZ REVISIONS: Z 5 H 3s� A� l O pwp i�P= W iL'LLu V Z E �Soo9� M W ° CyTL m Wo KILN y Lu >'`aG mnvfDiA m � Z W» mm dq OC `F y A Um mo DATE: � LT 3D2t RAWN aY- fi.N.W. CHECKED RY: T.S. t D' SXEET: P-1 DgDD �D: PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEEK KLUMI LKED IN I KC S I A I E Ur r—K—A. —"—'-'L"" oa. 22-w111-2 n2.1.— - REVISIONS: tt T AP,? 4 to / ?p?? S <Y� PLASTIC PAE CAP B � PLASTIC PILE CAP ('11 �� of --EIEVATK)N 10.0 NAVD --�- ELEVATBBNID.DNAVD t `J^lfS/r�1�� O �B 2'%8- PT STRINGERS MG' COMPOSITE DECKING 2X8' PT STRINGERS SECURE OUTSIDE STIR WGER3 TO TIMBER PILEWI SINGLE 11Z SS BOLT W/ CONCRETE (TIMBER ALTERNATE) DOUBLE WASHERS AND NUi. USE 36 LONG BULKHEAD WI - SPLICE MEMBERAS DEPN:lEO. SECURECENTER CONCRETE CAP STRINGERS TO CROSS MEMBERS W155 STRAPS. l _.... ....: ':_. ` \ • BEVEL CUT EDGER - - • • O OF ALLMEMBER"CRO55 `. " • r •. • O M-XIM-ALUM. \ � ANGLE SUPPORT BE DETAIL MNW (a 0.3Z NAVD _______________ _________. 0 NAVD \ - 3 1XPTVERTCAL M0'PTTIMBERCROSSMEMBERS -„ CROSS MEMBERSUPPORT g� )FACHSR) OF%lE SECURED WITH • OOUBI.E XE THIOCUROLTSA$$IIOWN. MLW - 2.1]' NAVD \ ALL TIMBER PILES TO BEVGMuraD:sntaood \ \ MPEPRPVEIOUS A�54 STET VIAL FROM W ABOVE MHW TD 6' BELOW MLW (ttP) 2'X6' COMPOSITE DECKING (TIMBER ALTERNATE) To TIMTSTRILE WISING E1 OUTSIDE STRINGERS TO TIMBER PILE WI SINGLE 1IZ SS BOLT W/ DOUBLE WASHERS -0 NUT. USE W LONG SPLICE MEMBER AS DEPICTED. SECURE CENTER STRINGERS TO CROSS MEMBERS WI SS STRAPS. 2XB' PT STRINGS 2X8' PT SPLICE 2X8' PT SPLICE CONCRETE - BULXHEAD W/ 2X8'PT STRINGER CONCRETE CAP OUGH I ` ?SS THR DOUBLE SS WASHERLANO NUT -_.. ELEVAT ON 2B' NAVD _.". , �,:. _ • 1 = _ - 1 BEVEL CUT END OF CROSS r O MEMBERS AS SHOWN IN PLAN. ., - •. O ® 1IY SS THROUGH SOLT IV DOUBLE SS WASHER PNO NUT `/ • MHW (a)0.3Y NAVD -- _______ ______ ___ _ .. ___. _ ____ ____. 0NAVD 3XB' PT TIMBER CROSS MEMBERS fll BIDE OF PILE. RECURS WITH DO BLE SB- SS THROUGH BOLTS AS SHOWN. MRLTDISRPILEWITH s TOBE �.: .� IMPERVIOUS MATERAL FROM 6'ABOVE MHW TO a' BELOW MLW 7 \ MLW-21T HAVD ' )� 4' '\� NOTES AND SPECIFICATIONS TECHNICAL SPECIFICATIONS W Po_Rby 9 ?tom°� d Iro ILL ARTICLE I- PROJECT DESCRIPTION t. BeaadUlMWatlaaty IPiMa ARTICLE - a melgirel s a moss w' 'n own streem, cbon I dmk ne "huWlaetl M BIeT aGq 2-GENERAL NOTES �aM iLfidn aPed5aA1'roletlmdre da�Amlakan Vedkal W"m oII%8(HAVD88).,M.n �elsey Ike Oaveton Aw mnzlExoeE mnshuction rm(N mmtdUnrnPow n Ne plena MmB ENGINEER, « peM 3. Pn tl'¢oe IMas anion Na Puns (rotes s tlwlaaM doer bltl Exumen5 rm5tMreh ti NGIN R yy pUpgys(rwk a. MaW �I Cie bar thbil® rd Ismmattetpuls shall be npUeebr uMer Ule 9uitlel'vles W %ovke0 in IeMNaI Wl twos y Iess aMusby atpanlrabona NMetanafesCnngg %ognrta, wfrere app/oMe. naA be na Flo IJa ENGINEER to review erg �ppmvapMto mnsmlDtio P S. Ply co99nuuiaaVud wmanuhtl«°dcupd'N br Ne Frgacf slml8e aaomp«a,d by lndafryeaoplade wa(.orlStlllL5gl shaA tdkm'Fkxga Bolas Code FBC 2020.iD EOAbn("IesV. ]. TR CONTS24CTDR submnlradors pop' Ic anal veldy gdMemims,q�s Iltl aped( Dons erg a a s N ex of colldlbns Me pb sne M haA mtHy the E GINEER deny tlkwpenc"s prior b Cre ecuM°n any 9,a ms e - (DO OT SCALE) ,m stwnnaq� ql Ma�ese Pleru"sneP be�dstgeO as Por memtledurem rewnvnanWlims elM 10.E asWnNNIg DNns br perms Ne CONTRP,LTOR aaePls dads as «swrieMkmsp°nsibkMme wrnpletbn q wale ARTICLE 3-MOBILIZATION AND DEMOBLLIZATON nisi Me saw aw pmeJepMe�wB regale wale over ware aM amass ro mlubudbn areas Is 2 Tice COMRALa ONR sNM "a u��6Mpptrgr5amist erdAd Pdn (O5410 t�Ina�E"�NGINEER br PoIrneL Tre Plan shall Oe dspedfic"M pmlasl rap9u nmantsbr Ne perballar aRidlaldbeda[Nd pie alter descdU n9g deWery prink alockp le areas temp«ery tlenrivlresn sbraBe lemp°rery PaN oflka (adld WAMs ma nla'rred Pan), lalnng,¢study aIW as"temenl of commitmentb.NkM inB. tyalthe O 2 Y U O OB WOZ O Q J V f F Q W c Q�rL 4£� W d W G W W{� j�o mYDy J m N O y 6 _ J� =a Q f V W �w %• Y ~V O O 00 aw • W V = w� :..:: • ', (-)5.0'MLW :;: r =` \ / �', ! -'. ` � '�,. �., .., 12 E ... -.. TMBER PILMIN ' NOTE BATTER 11- ARE NOT BNOWN FOR GRAPHICAL PURPOSES. () D ML / �. ,7 W I iZMIN. DIA., PT TIMBER -'- / l _ - -_ ... _ 12' MIN. DIA., PT TIMBER - 3, Tina eONNTaReAgCeT00. ahaA rota foal Bra OWaNgER wA have tlas Ed-preyskdahed areas Wproduct S. TIa anmaBtmunn paipbgqn'aaso 1� -'C%mPl° plod and I­nq mo d,tnHI pwl�AdslM ,Z4.l 6ubsbaaY Comderoroatl ed wendnmugn Yleltlaatine the CONTRACTOR mr"n-D to be S. I�e�l � C OR's reaponalbiYh W madimle. and Pay br, nemasary uNitlae n, ocmPy Ina ala and ATTICLE4-STTEMAINTENANCEANDSAFETY 1. Tc CONTRACTOR anal ma"rain a cross ens roar ails, voq a boas tlebas, lresn, rertnant park a maelmlz 2 T2sh rmeprorloc altl smote eervkv aWl Ee malntelretl by UN CdRRAGTOR aDedBcday far Mk Exanng SUU hdlnas 6MI rat ba used to malntaln Me PAAea 3. Tem� re alMaahashs �M xebatlri ereas�outide t�p con"r"ta,l kne anM d. 9Rgrertemoval at an Iresn eopnrva y tlreasld w to ne oM�wa ,.' R�emp"d d� pal I t ba` A e"tlaro tlerMw ana drw� nmwr from 5. Tie pCeQtlUTMCTOR sheA Gaper° aM sun M " a I Trelfie P"n Net eppbas to vesek, venidx ENGINEER Imsrevrew vM appmvN bat°peb g n9 leaf of Nap°P�a aM nusl ba wbmNed"Ine 6. Tha��n"CMe pubim "m"epnrtal�aent j"lgmns4u -TTh. zamfelr sot Palwnw ol8re paaM Carnly emdoree a p"nary mom aM must Ee adtlressatl by Me COOR The CONTRACTOR alwtl pp�pare a safely den for epaoval byy Me ENGINEER ],-nOnd,RACTo, skaA lotlow al eDdlcapla kKel s"te and fadaal miles reBaNinp sne salary eM ARTICLE 5-ENVIRONMENTAL 0� ' W 9• =� �t O LU S �IL C �0 '! O 1 3 W ad i < i TYPICAL SECTION DETAIL TYPICAL SECTION DETAIL SINGLE PILE DESIGN DOUBLE PILE DESIGN SCALE: 1'=YJY SCALE: 1'=-' 2-X6'PT DECKING P.T.STRINGERWISPLICE LP.T.CROSIMMBER - PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS TO TIMBER PILE WI SINGLE 1 SS BOLTWI DOUBLE WASHERS AND NUT. BE 36' LONG 12' MIN. DIA, PT TIMBER PILE 3XB' PT TIMBER CROSS MEMBERS SPLICE MEMBER AS DEPICTED. SECURE CENTER II(EACH BIDE OF PILE. SECURERS STRINGERS TO CROSS MEMBERS W/SS STRAPS. O _ `)� LTS 1BSS SIMPSON STRONGTIE UELE 5I6' W THROUGH 80LTS AS SHOWN. O - OF RSTRINGEERR SE316 SS TWIST CUREWI% 3116E rs III/JJ INGS�K HALE \ LTS IBSS SIMPSO STRONGTIE STRINGER ATTACHMENT DETAIL SITUNCERSECUNREjP�HSIDE XB PTSTRNGERS(-) N.T.S. W 316 SS RINGSHANK NAILS (TYP). 1.AFM°Me DepaNnenl of EnvlmnmadAlPMeaIm JFDEP)ald U.S. Anny Corps dENGINEETk Pend) ``U6ACE'' alonga rvM bu-1 min opal edify axed lun5d dad, over Ile mlNhlx4al aTe prefect 5oetlfK Commons pl the pe Ile sal be ab"Med from DN ENGINEERantl in.e0 "cmahWlon. 2 The CONTRACTwwOBNRryvsnarl be rnastlpmo�aal ppokr l«canlply�Ilgw Mapp6mde reselmlq pamrpgBMa Mposea 3. TaNtBCONTRACTORslull paY paraxaer ellentlmto Ina s"triers state mntltlbna for marateepmegim durleg mnwmno adagmmplywi""em Ay. ARTKLE6-CONSTRUCTION SURVEYING 1. Toe CONTRACTOR k�aapaBqM Z`l -mtall rar8ul mn0a es"hAshmed, mlmualipn ayyoouWl Iryy'� oTKr survey eAM lequiredbmmdele Pie project I ENGINEERwiII lX !Me CONTRACT R'9Zng air dfid�. etla bencnmaA Mametlm tar le/neme. 2. Mslmtl aoaNnulnB layDM em mno°l a w°rk ro b° wbMtled"ENGINEER Ia epplorel prbr b bepinnir0 3. The CONTRACTOR k adu'Ae0 foal ceNfluSon d Me prpled elWadon em eligared k requlrm fa 8rel CONTRAwa*' e. Tlw CTOR wB be rpuNea"a°vMeafina'ASMA1' unev eBer mnstrvcnon. Toe sunny moat ba mMMetl em wNBsO by•S"te dFbada Yoensetl Surveyseantl ppa,z° ARTICLE]- CONSTRUCTION SEQUENCING AND HOURS OF OPERATION 1. Toe CONTRACTOR s" N.Orvltle a aaretlule mettle"ifs tla Proposed sequence aconstr lion wiM esdmatm mmberdwlentlartlaysam mlesrolMs for males canpaankd wale. TN ENGINEER slap notKBd M ad CAao Mlasmne da 2. sTeINNaalea«d. a any ImMeRR� OnoteNlNeOWNERmW'onm eadukry aerspwarcolplllgco arwalenm m%Pu, r°gaasnn/ealpaaragAtheemmeqlbpuvipnMsimet°eonaotM vreeWnadIBejaUprotegcMellivitlas mi- PWgty imparA, maY be Amlletl"sped6c pmaren ad. ARTICIE8.DEMOLRK)NANDRESTORATION 1. The CONTRACTOR eh -an. all nemasary-inBad- from lM bmlmmmpaGty prgrpcgnmercing 2. dan,abAon tlxellniaap"I ba nan vatl skits or disposed of N an "Wmanneramo 3, b v°tla NNgseeM�nutYaM may lwtlbeatw adokean unl duec"d 111e ENGINEER.roNbwa bid c pAes, "rtlm�re rases anyawDae emna ann`Ls°re°s"adie"plMammEmnla Troa c1 TAR atOil<� <.T»ENGININEER may al Me"rdeawnon, mndudMumelwaler tnspa tiro dine was wiMM am mjacallb sure such °reds are loan am hm d remred naa, ltre CONTRACTOR anal m responsible alsPosaaaldwdlbn dada ritlmilO Wl nottlPanamitm"knba remlNnk, WTay GkONITRACTOR etas w rtlu�ait awl Jemd' N bas M shill compl enm wUh CoulKy. Sfe" eM Fetlara S. Tna Aa -da fosse by remov ng entlb an'Igq vMenmaeonsWNon Mduding Mlgwary haul roeUs, slo pleareas.vege" onantlMm pe.amarea eBaaaarocomb nips ARTICLE B- TIMBER w'o m F� w m a ._ '- O o -z q= m i�i a ^- W- - 11 E E 3 o-,w O a �i `:•7y E O F _� r•~ i • �:S- '^'•v Ioalu O u ""�7/M+ � - •"sv •d Z qL yOM O O M O U y yoN9 W w 4 IT O s O:^=qC l ea_ IL LLN > ; Um� pl Q Za W m N D Q W A N O 4✓ m o -i -., - 1. Tmber sbuc"la melmela zhal m spumem yO;7>, 1 dal¢a, wim G.60 m( Chmmatm Gp Arsenals (CCA fury lid mil"q far aA rroln na aiaes 2'aB-ailtl eEwe peck aoartls Bkdd alwlmmpmila 1l2' SS THROUGHBOLTWI 2'%B' PT SPLICE ITYP) - Hal 1 type Copper Kde TYm C (CAL) Eecn dace a q,mber sheN as itleIn Bw Brads and DOUBLE SS WASHER M8- PT STRINGER (TYP) Siang t mark a e remgnke0 aryanUedpn w kMe t celMetl by 8a Amerces LumMr ABBREVIATIONS ANON IT (ttP) s"melds seen nee. rreamem alNi to es pxA mA sa"`�18. SS STAINLESS STEEL ARTICLE ID - TIMBER PILES `- PT PRESSURE TREATED ttP TYPICAL MIN MINIMUM DIA DIAMETER HDG HOTLIPPED GALVANIZED . DOUBLE ? D SS TIROUG YXB•PT SPLICE ITYP) BOLTSW?DOUBLE SS 2X8'PT WASHER AND NUTjttP) __ ---.- STRWGER (ttP) __ __. __ ..... ._ - - - 1. Timber ptles snap be 12' min mum dr nlessuretl 36' frw lop of pile) SouDNrn Yetlon %Ire (SYP), No.l tlelae g�d°wiln mklmum25pd C pre heaManl am nppto ASTM 025 Pressure heakNnl muslin In emddema wlM AWPA G3°MCI.. Ple Id h Ab 30 roeL 2.1`—Wndad S�YMP�d ae1sha�X•a pro"cW� pMat ezlanCs no leas 0nn 8'above a MDP a r ly Pq em ow lnton a M�We.W wml maeiTl Gneassta nBEey80 Mon mumE(ri"¢aY WIN 6'ovaNpusirga{1M'316pI SS nngsnanx inoonngna is ei 2'o.cabg enl�4e seamml 1 i / v ,V`Jl ARTICLE 11 -HARDWARE VERTICAL DATUM DIAGRAM MEAN HIGH WATER INSTALL NEW IZ MIN. DK PT TIMBER PILE -MINIMUM EkIMOMENT 1U INTO GOOD BEARING MATERIAL CONCRETE BDNC ETD W/ CONCRETE UP - TX6' COMPOSITE DECKING(TIMSER ALTERNATE) 1, M assembly nNdww IlltlmlMM ", bulk end wasnen smtl be 318 s"ideas s"al. Saews M1x -1-aroN, yp. 316. TOGINEERSN E BEST OF THE ENGINEERS KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITHIN THE APPLICABLE BUILDING CODES AND LOCAL MUNICIPAL ORDINANCES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS. METHODS TECHNIQUES SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAF{S IN CONNELipN WITH THE WORK PATE TIIAR. 2a32 DRAWN BY: B.N.W. CHECKED BYI W.T.A NAVD 198E 2d]' SCALE: AS SHOWN MEAH Low WATER TYPICAL FRAMING DETAIL a"SET: SCALE: 1'-- NDAA TIDE MA 8T 2TA9 SA aAEDON NOTE: DESIGN FOR CONCEPTUAL APPROVAL OF DOCILS ONLY, NOT TO BE USED FOR CONSTRUCTION S-1 CAOO l0: TOTAL NUMBER OF SHEETS: 2u2ae1.sAl0.S2NckYcml•PAEDe.OB.22dpn M120221216:12 PN SFA IXVETtSIFFtI INC. LOTAAN I SLRVE CRS M07ES & LEGEW KNGS alo bur 9,Lq,,,o<4a ¢-LFNIEialE N ff$�1t TITLE AFORMAWM [mc - aroE e + ® p o nEw SC®LSLTI PARCa TIES SLRVEY 5MW3 ALL EASEbfNTS AND R HTS OF WAY AS Wu - wA1ER.lE'/FR RNT PC N OF 7l£ MIPREASr ffER 1 0r SELTAV TOMTAP $MiWN ON SO-EDL E B-/(pAR�?7$ 1 AND 2 Q< 7� ay. - GA7F vALw 46 SCIRR PANGS 43 EAST, PAW 9�A01 )QW 4, AS a • / ,omrQ¢uawruESAYaa , a'Svab yy AAkRCAN LAND 7//LE A55bCYATKYJ axn4ntrTr FOP nTLE ggyyy �erAa� s FavoWs a- WAY N AT FL v.-a!ar awFrarENlDr o s C s E T E , .. E n axaPwc nE lEraicruv ar PE SAS/ Rrsrr uc of sTA1E a / .RAACf fZE N4 20D48449 DATED M7VEA�77 Z� 2021 eOM- csriOAL rEc»�s enr (� o v[ M7.M Q. MAD A05 FE09 K M7M'Af� AAD M SLDM LM OF RE NOPnEAST ° p "RIM ANF V�CF SAD WCikN 4: 7FEMF N89'NSB'1: Ka+D S ❑ TERMS AND 0907/006 OF D/SLLAAER P.aa - FCW 0T aL'I swm A cr (7ffi46 TO A P0M ov IISSrAMT Q` 14 AS RECORDED N D ED B00K nW, PAGE \ Q WAYPlH.0 FELq'DS TffA01 ?WAY SSHO ; rMTl£N¢0 kPKEN PAa-Pw oFLTYfTQAO/l 257 ocEs NOr AFFECT s uEcr PARCEL ALCM SAD NEST arl4r OT WAY [E$ A OEOTM,� [T asOar FFET rO A PoNi rFE STMfINLAE O-NE y 04A!/E 9400 fEET MRm D`ND PARu,n 7b RE SJf/rN LIE OF RE SECiKN446 6 70 \ I $ N ~ MRIIEASI cuARrEe (Nr r/1 OF SW SECWV k 7tvta sarWs� PARCEL SU ECT TO 7EIN6 AND CCAUT0L 5' sr Cr k N p .=S PKWCEL a+E A'=AAM 0 txaJa FEET rO A Pvrr av nE ® CF NVTKE' AS RECa9 ED N Q ICIAL S 4 / 1 aka EAST RCN/6WYL4E [F SAD SrA7ERDAD A¢50APlH r M AYA SECRN I / 19 p 7MME SS4r Wl3 SAa FAST rW? OF WA f/,[ A DS(A� a� lA:�S BOCK D.33Q PAGE 534. TOM�RP 46 A7Um RM� J i yyR �I 4 7�JS:EET TO ri]Nr a�(FCx�hG EAST /� IIr w" p��'s Igo WIIAMD 3129C65Q4Vir FFE70i 7NSt FLOW ZONE PNf1 ISl Qa66 CmY.p'O �{^/ • 3 V)�' APPAC 77F v EPFEC06E0I1V 0CMSM4219 FLOW 201E- K & AE g(E}, 6)) P wmT t25DD 9y 1� cS`S SisFx F N E 0TECT1W a4lE: OCT03R S eTlrl J / g I W w � �nesirs staWi ern sra+Derm �Nl A FER nr AsAs �araD Fov�a'A Br1L MNrBrF%Y4RIY Lu AD , b � aw AKaa.w arNelrs � A MA'Nlll.CY 6 AF14M11fNlS FiR YfllOEX / p IM9XR]'� -.Z WAS INS FaP URR6W Q O � TRADE WINDS ESTATES FIRST ADDITION of PARCEL 1 • ""'W'¢D 1B4N"7 I ---- L0724 sum ErePrAr LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 ettK�P.�a �v sus — ra ti T � �r3 � e , 3a e QS 4rrAu I Asa +JA I w y3y pp Ew,�E,ERr ((arra msa PAAr� rJw) vs ORa 37TJ-t PAfE B3 -- z I 3. PARCEL 2 ® s ue, PAIRCELw 2 ¢ 1 ti i 3. CF NE V4 MCRN 4146143 a uev�eevw.+ ,yy ¢urulrcwY�u.'r(o��MfE�V ¢,Av,Y ®.Mx6y� Nai PLATTED NOT PLATTED I �- I ♦TA MAP OF BOUNDARY SURVEY �, N6 +rm +TA° ME�Y�R�rmAim55R�rW�MAaEM�RW EEa ENGLE LAND SURVEYING LLC .rm rab AN) (EFTS ilE siKDAF05 � PRALINE AS SET faem BY //E FLa90A �W � � °O SE 7! PTAZA"A LAND SURVEYORS M,, 4MO2 a� CER7F7C47E OF AU7HLiWZAnON /LB6447 /J SWVEYOR AM MAPPER IN RESPOr51BLE PURGE: PAIL D. ENGLE /' J/,�`'� 955 NW. 17TH AVEM/E, SLUE K-{ DELRAY BEAGR FLONDA JJ445 "LC( ffiaC. 561-276-4501 FAX 561-276-2390 PAUL D. ENGLE mrEaawrEr R� 'ssuaE �r'�vaaro,ru o..,�. f= 49 � �YAL-A nEscaamA NO SURVEYOR & MAPPER �f'5708 YOA�iULO'A ✓'W TZ 2022 fD6 alo:' PA2AG suvrEroe Aw ANA£R �60: 91-84� 8 N O N N 0 Z 0 D J 0 w Ir- W �Z4uQoLL } W of L O OU z z z O U U) J D�oQ Q LU �WLLz m O w oC) o W O 0 w Q U J QQ�0)W w U U a Q o LL O w = N W =LLJ(Dw,¢ 00 z z2ioz 0LL�F-�>W z O JOF-U>� O 0fl�Q F- D O N w 0� JOOQ ��w W Lo - of W �QOJQD¢F- Z R m o w 0 QF-LLF-z00 Q70 N z U ca L O O p c N :3 (Q � +� (n a) W 0 L O co-0V °� �cn ox - c L c� U � c 0 LL O Q` x W O ° z U) O m O "O U 0 O CO � O O p a) (n J a) �oo� �� LL a) -O �� ° ° Q ° o Q Q a � O O ca a) ° (n ca U Z Qo +. m rn O a) cz o +- F- o° C ��U (1) LULL c E pi N 2 O a) O O 1 Q y 0 (� L 0 �- o ui U O ° L } CD N '0 O > J = cO a) U Q) � o c O U N o <n �F- o Cn Q ww 0 U) 0 o m a) X ° E `. p O O � °zU- cn m U o m< c L O W O to O c Q) m x o LL w o } 0) LIJ F- Q 0 o o c �� WwaL�. QmNn E '� C; E o W W W O o = p� NO = a) O = } a� 0)Q LL U) a) t ca �QO U EQ z0 )IJ 0 W n 0 Q Z N Z O Q N w Q w CO LL J D LL 0 O w O 70 w w O Z O U)2 2 75 U O � Q > U U wW Q Y w J z O M 0 U N CA p bA c cn CA C7 3 w o p � a c� cz M � 'O CA ct � 3 � Cd W a ° �, ap d cnm° o o ia C4 E Ct an O CA OU Q, vUi cd" a� C7 4-. O 3 0 F� o o a o LLJ 4� i cl r= d W W � O GQ 3 •� w � � O O Cl) N U � � 4-. cn O as to o A 4 o U F- ct a ca • z; Ct E., 4° a o cn Cd E a o o � W z U `` 4 N C,3 Q a `i'� �w a4 w 00 0 N O O rd a Q � W �W 4 ° r. o owe � CZS � 3 cn ti w 00 i E�-CAL U � x �dw o oz� � U U N x " 0 CZ 0 � o U C _o kn d � Q � X H�� c oz� � U �x N d Wil a�^ OIt Cd p 'C o 0 U O _ .. a) O rA y a� QCA a C�3 Q. ° � C7 �•^ ° x � o d O w �bq ° fy' cd N ° CA pA N c a as O aS o cd � d °4, 0 �/ O Q M o 3 C, E 117L O r� OO UW U � �Cd x Z •� w a 'V U C cn mx 4-i141 °Gqw �xo _ Q �kn kn tiw a� a A o U � � N Q ca o� Gil -z:s " W W SUM pGq� p, -W �Qo cj ve a MA �O U W z � a� d coo wz w 1.1 gn a a3 c U _cna C,, o ct Ova C73 > c3 acq ° 4s M ci 4-, d bA x 'cl to CaC/o O H Ln O cn