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O Ul U] 0 0 V U) 4J 0 U �4 4J 5:1, 00 4-4 0 ,Q E 4 H a 0 I Ho W p U) H W M EH -A U) P W P4 (j) G4 Ex-1 > H w>>z4O xo o z O o H w O E+ W W D (N a H U �D U W P4 Q U) Q H W >+ fx W O P4 lC z�xzP0rq EiaQWW H ,-a w 1: i PQ w 3 3 z x 0 � la4 H 3 H O PPQ FC w H w C a w ��U)9 �4� Q) �Ha aHw H U H g Q 0 azEA�Dzx FC W U) H u W rd rd Cw-1 O W 3 �° wHHw0z w a H U) U) H �l w H W W a�1 'Lj z 44 H H a w W Q O Q • aHHwrxw H D x U) U O H H O U z O U Q 7 > H >C U) U124 P4 MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MARCH 24, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Smith called the meeting to order at 8°30-A.M. II. ROLL CALL Present and Participating Thomas Smith Malcolm Murphy Bob Dockerty Jorgette Smith Robert Canfield Absent w/Notice: Curtiss Roach Chairman Vice Chairman Board Member Board Member Alternate Board Member Board Member Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Assistant Town Attorney Rita Taylor Town Clerk III. Minutes of the Regular Meeting and Public Hearing of 2-24-2022 Board Member Dockerty made a motion.to-approve the minutes of the February 24, 2022, meeting. Board Member ;Smith seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing 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. e. September 22, 2022, at 8:30 A.M. Chairman Smith called attention to the upcoming meeting dates. Board Member Smith noted that she would not be available for the May 26, 2022, meeting. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication There was none. B. Administer Oaths Town Clerk Taylor swore in Mr. Tom Murphy, Mr. Mark Marsh, Mr. Cory Meyer, Mr. Scott Heynen, Mrs. Anne Marcus, Mr. Patrick O'Connell, Mr. Steve Streit, Mr. Dan Carter, and Mr. Ryan Howard. Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. 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 1919 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 ft. high, black aluminum picket perimeter fencing, for the existing two,story,:single-family residence. Mr. Mark Marsh, Architect, explained the location and what they were looking to do with fencing the.area. He then turned it over to Mr. Tom Murphy who gave a'legal description of why they felt they met the criteria for the variance., They both explained the major reason for the fencing was for security and Ithe property was wide open to the golf club as well as the beach area.. Chairman Smith asked if they were going to tie in to the Orthwein's fencing on the south side and if they were going to take down the white picket fencing that was already in place, to which Mr. Murphy answered in the affirmative to both questions. Board Member Dockerty asked if the sea grape was cut regularly, to which Mr. Murphy answered in the affirmative. Vice Chairman Murphy questioned the height if security was the main thrust, to which Mr. Marsh answered the fence would have spikes on the,top and it was basically a deterrent and a sense of security for Mrs. Smith. 'Chairman Smith was concerned that it didn't meet all criteria for -.the variance and if it would set a precedent for other beachfront homeowners. Vice Chairman Murphy was concerned about number two in the criteria. Alternate Board Member Canfield was also concerned about setting a precedent and wondered if the board would begin seeing one of these types of applications every month because everyone on'the beach could say they needed a fence for security reasons..Mr. Marsh reminded the board that a fence was allowed, but it would be right in the middle of the lawn, interrupting the serenity, thus the need for the variance. Mr. Murphy questioned why fences weren't included in the Code and thought it was inconsistent. Chairman Smith answered that it could have been an oversight, but he couldn't give an explanation as to why fences weren't included. Board Member Dockerty made a motion to recommend approval of a variance from the provisions in Section 70-74 and 70-187 (7) to allow the installation of approximately 250 ft. of 5 ft. high, black aluminum picket perimeter fencing on top of the existing seawall, which is east of the Coastal Construction Control Line. Vice Chairman Murphy seconded the motion with all voting AYE at roll call. 2. An application submitted by M. Mark Marsh of Bridges, 2 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. Marsh & Associates as Agent for 3032 Gulf Stream Land Trust, the Owners of property located at 3032 Gulf Stream Road, Gulf Stream, Florida, which is legally described as Lot 18 Gulf Stream Properties, Palm Beach County, Florida. a. LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit the addition of a single car garage & driveway to existing residence, a 15 sq. ft. foyer over front door and a replacement of asphalt roof with a slate tile roof. Mr. Mark Marsh, Architect, gave a detailed PowerPoint presentation representing Mr. and Mrs. Holding, wanting to add at least a single car garage to the existing house did not presently have one. He stated that the original survey was incorrect, and:they found that they had an additional six feet on the east side�to work with. Mr. Marsh added they would be adding a foyer over the front door and replacing the shingle roof with a slate tile roof. Mr. Marsh stated they were replacing a ficus hedge with a clusia hedge and replacing a kidney -shaped pool in the back with a rectangular pool and adding a gazebo trellis -like structure. He added everything that was being done was just a refresher to this quaint cottage. Board Member Dockerty 'made a motion to approve a Level II Architectural/Site Plan Review. to permit the addition of a new single - car garage and driveway to an existing residence, a 15 sq. ft. foyer over the front door and the replacement of the asphalt shingle roof with a slate tile roof. 3. 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, 6,677 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 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 burnt orange, which he noted was different from what the plans stated. Mr. Cory Meyer, Landscape Architect, gave a detailed presentation of the landscaping on the property that would be a lush, tropical mixture of vegetation. 3 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. Chairman Smith stated that the Town had received an e-mail from a neighbor regarding the south side of the house requesting more vegetation and screening, as they did not want to be looking straight into the bedroom from the front of their home. Chairman Smith asked if the owners would be willing to put more vegetation and screening on the south side to which Mr. Marsh stated they would speak with the owners regarding this issue. Vice Chairman Murphy asked if there were any other comments from neighbors to which Town Clerk Taylor answered that there were none. Chairman Smith asked how high the wall was going to be between this property and the Templeton property to which Town Manager Dunham stated the maximum was six feet. Chairman Smith pointed out that the town was opposed to two-story flat walls, so he suggested an architectural element be added to the garage wall. Vice Chairman Murphy made a motion to recommend approval of 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. 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. 2. The applicant needs to"a, ddress the points made in the e-mail from the neighbors on the south side regarding more screening as well as add an architectural' element to the garage wall. Board Member Dockerty seconded the motion with all voting AYE at roll call. 4. An application submitted by Scott Heynen, as Agent for Anne and Paul Marcus, owners of the property located at 1224 N. Ocean Blvd., Gulf Stream, Florida which is legally described as 1224 N. Ocean Blvd, Delray Beach, Florida, Lot 5 of Hidden Harbor Estates, Plat 2 according to the Plat thereof, as recorded in Plat Book 115, Page(s) 173 of the Public Records of Palm Beach County and a perpetual easement over that certain 15-foot strip of land from Ocean Boulevard to the Atlantic Ocean, being the South 15 foot of Lot 7, Block D and Block E, Palm Beach Shore Acres (Ocean Boulevard Estates), according to the Plat thereof, as recorded in Plat Book 7, Page 38, of the Public Records of Palm Beach County Florida. a. DEMOLITION PERMIT to remove certain existing walls and driveways to accommodate the new structures. b. LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit construction of 7'6" wall with 8' columns along State Road AlA and 5'6" walls with 6' columns On the north and west sides of the property. 4 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. The driveway on the north side will also be re- constructed. Mrs. Anne Marcus, Town resident and owner of 1224 N. Ocean Blvd., explained that they were seeking the changes for noise and safety issues, adding they had an adult son with disabilities. Mr. Scott Heynen, Landscape Architect, gave a detailed presentation of the changes wanting to be made and landscaping to be done. Board Member Dockerty asked if there was a wall on the south property line to which Mr. Heynen stated there was only a chain -link fence and heavily landscaped hedge. Vice Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Taylor answered there had been no feedback. Vice Chairman Murphy made a motion to approve a Demolition Permit to remove certain existing walls and driveways to accommodate the new structures. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to approve a North Ocean Boulevard Overlay Permit to construct a 716" wall with 8' columns along State Road AlA. Board Member Dockerty seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to approve a Level II Architectural/Site Plan Review to permit the construction of a 716" wall with 8' columns along State Road AlA and 5'6" walls with 6' columns on the north and west sides of the property and to reconstruct the driveway on the north side. Board Member Dockerty seconded the motion with all voting AYE at roll call. Vice Chairman. Murphy made a.motion to approve the landscaping presented 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. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Murphy excused himself from the meeting at 10:02 A.M. 5. 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. 5 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. Mr. Patrick O'Connell, Architect, gave a detailed PowerPoint presentation after Mr. Stephen Streit, Town resident and owner of 590 Wright Way, introduced himself to the Board, explaining they just wanted to make enhancements to an already beautiful house. Mr. O'Connell stated they would be replacing all the windows and doors, removing the coins and make some cosmetic improvements, as well as some landscape renovations and renovations to the existing pool. The 20 sq. ft. of covered entry was to get rid of the flat face_ on the front two-story wall, he added. Mr. O'Connell stated they would be replacing the aluminum gutters and downspouts with copper and replacing the roof with white flat tile. Chairman Smith asked if the shutters on the front were decorative or operable to which Mr. O'Connell stated, they would be operable and added they did, however, remove the shutters from the back windows. Board Member Dockerty made a motion to recommend approval of a Special Exception to allow the addition of 20 sq. ft. of covered entry that exceeds the maximum permitted FAR. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Dockerty'made a motion to recommend approval of 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. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. 6. 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. Ryan Howard, Town resident and owner of 578 Palm Way, introduced himself and explained how they have been slowly making improvements over the last six years that they have lived in Gulf Stream. He added that they 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 then turned it over to Mr. Dan Carter, Landscape Architect, who explained how the pergola worked 0 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. electronically and manually. Mr. Carter stated they were adding deck area but were within the square footage allowed. He wasn't sure of the material yet, but stated he would bring it in for approval from the Town Staff before proceeding. Chairman Smith asked what color the pergola was going to be to which Mr. Howard answered that it would be white. Board Member Dockerty made a motion to approve a Special Exception to permit the rear setback to be loft., as provided in Sec. 70-75(e). Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Dockerty 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, prior to commencement of landscaping. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. 7. Continued Consideration of an application submitted by Tara Eidelson, as Agent for Stewart Eidelson, the owner of property located at 920 Indigo Point, Gulf Stream, Florida, which is legally described as Lot 67, Place Au Soleil. a. Demolition Permit to remove existing decorative fagade items, round columns, and existing railings. b. Level 2 Architectural/Site Plan Review to permit construction of new decorative fagade items, square balcony and trellis columns, and new balcony railings. Town Manager Dunham stated the applicant had asked to defer her application once again to another meeting because they had changed architects. Board Member Dockerty made a motion to defer Application 22-1 to the April 28, 2022, ARPB meeting. Board Member Smith seconded the motion with all voting AYE at roll call. VII. Items by Staff There were none. VIII. Items by Board Members There were none. IX. Public There was none. 7 Minutes of ARPB Meeting & Public Hearing Held 3-24-2022 @ 8:30 A.M. X. 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(VERIFY) EXISTING BUILDING CONCRETE in FFEL?7.79 .\ h- C9 PAVEMENT gB t ' W COMPACTED GRAVEL -- r 68.1' b e -� NOTES. 1. HORIZONTAL AND VERTICAL FIELD SURVEY PERFORMED BY A&B SURVEYORS 2021. PROPOSED IRRIGATION PUMP 2. TANK CONSTRUCTION TO BE IN ACCORDANCE WITH STATION AND RO WTP a CROM DRAWINGS 3. TANK FLOOR ELEVATION 6.0. ELEVATION OF TOP OF 9 1850 SF SIDEWALL = 29.0 (23.0' VERTICAL SIDEWALL SEE NOTE 5 HEIGHT). TANK RISE AT CENTER IS APPROX 2' ABV m 4 SIDEWALL FG 7.1 R3L5' S B-3 FG BB F 9 4, EXISTING MAINTENANCE BUILDING TOP OF ROOF IS �B-2 } ELEVATION 23.6 (14. 6' ABV FLOOR ELEV.) PROPOSED IRRIGATION I. �{ 30.0' HAVE 5. PROPOSED RO BUILDING TO HAVE 12' CEILING, w WATER TANK ROOF, DARK GREEN TO MAKE OTHER m a 500,000GAL, 62' ID SMETAL LUGS. 6. NUTTING SOILS REPORT MARCH 2O22 INDICATE SEE NOTE " COMPETENT SOILS AND ROCK UNDERLYING TANK. O B4 7. TANK SUBGRADE WITHIN 3 FT OF TANK WALL TO AND TI� ANK T6 P.��pN NCRETE. TTANKCTED FLO RO ELEVATIONB50. FLOORACCODS B_1 FGT v Ep COMPACT TO MINIMUM 98% RELATIVE DESITY REFER TO CROM TANK DRAWINGS FOR SPECIFIC SUBGRADE ELEVATIONS. 'o LEGEND BOL BOLLARD tLORIDAN ? CAN CABLE TELEVISION RISER EPNL(x2 ) CB CATCH BASIN WELL GATE EM ELECTRIIC METER EPB ELECTRIC PULL BOX 0- R E C F I \VI / F EPNL ELECTRIC PANEL OF SHELL CK EX VEGETATION FF EL FINISHED FLOORELEVATION GB GRADE BREAK APR - 4 2022 GYA GUY ANCHOR F GOVRs� HED HEDGE 130\' LP LIGHT POLE LS LIFT STATION Town of Gulf Stream F MONW MONITORING WELL f OHP OVER HEAD POWER PP POWER POLE SRVC SERVICE CABINET TOB TOP OF BANK TOE TOE OF SLOPE TPD TELEPHONE PEDESTAL WV WATER VALVE 0 30 60 SPOT ELEVATION - HARD SURFACE Feet $06 SPOT ELEVATION -NATURAL GROUND {� SURVEY CONTROL POINT B-2 SOIL BORING LOCATION Designed SCALE MILLER ENGINEERING SITE PLAN PROJECT SHEET NO. NUMBER ENGINEERING AND ENVIRONMENTAL SERVICES GULF STREAM GOLF CLUB D awn IRRIGATION STORAGE TANK oft...-ft-m PALM BEACH, FLORIDA GULF STREAM, FL O Q Checked GLEN MILLER FL 11 NO. 39202 �^ 1 —3�� 22�22 �� NO. DATE REVISION BV CORPORATE N0.6935 2020 G. A. MILLER, INC. �� GOLF COURSE MA/NTENANCEAREA D—g-d ,19 MILLER ENGINEERING GULF STREAM GOLF CLUB SCALE NUMBER SHEET NO. PROJECT ENcwmLwc AND ENVB2oNI.g .6FRV ICES 3D VIEW FROM NORTH Drzw 00 0 �^ PALM BEACH, FLORIDA ked GLEN MILLER N0. 392�� NO. DATE REVISION BV ChecCORPORATE NO. 6935 2020 G. A. MILLER, INCMA/NTENANCEAREA IMPROVEMENTS AP, - 4 2022 Town of Gulf Stream, FL Designetl �jl MILLER ENGINEERING GULF STREAM GOLF CLUB SCALENUM ERT ENGINEERING AND ENVD20NN ENTAL SERVICES 3D VIEW FROM NORTHEASTDawn O PALM BEACH, FLORIDACheckd GLEN MILLER FL PE NO. 392<2 N0. DATE REVISION BV .35 2020 G. A. MILLER, INC. MA/NTENANCEAREA IMPROVEMENTS WATER STORAGE TANK ., EXST MAINTENANCE BLDG IN FRONT OF PROPOSED TANKAND NEW BLDG. NORTH ELEVATION APR -4 2022 Town of Gulf Stream; FL Deslgnetl MILLER ENGINEERING GULF STREAM GOLF CLUB ELEVATION SCALE NUMB RT SHEET NO. Drawn ENGINEERING AND ENVIRONMENTAL SERVICES STORAGE TANKAND BUILDING ~^ PALM BEACH, FLORIDA�11- O Q cne�ketl GLEN MILLER FL PE N0.39242 02 MAINTENANCEAREA IMPROVEMENTS vs"-�-0 NO. DATE REVISION BY CORPORATE NO. 6935 2920 G. A. MILLER, INC. 12 HlP METAL ROOF NEW RO WTP BLDG. COLOR DARK GREEN ti �—ROLLUP� DOOR APR - 4 2022 Town of Gulf Stream, FL SHEET NO. Designed MILLER ENGINEERING GULF STREAM GOLF CLUB ELEVATION SCALE NUMBER O PROJECT Drawn ENGINEERING AND ENVIRONMENTAL SERVICES PROPOSED RO BUILDING Checked GLEN MILLER FL PE NO. 39242 ^ter^ PALM BEACH, FLORIDA MAINTENANCEAREA IMPROVEMENTS 01 NO. DATE REVISION BV CORPORATE NO. 6935 2020 G. A. MILLER, INC. 69'--9" ACCESS MANDOOR ACCESS MANDOOR ROLLUP DOOR CBS BLOCK CONST. 12 FT CEILING CD I � 00 CONTROL AND ELECT. ROOM CLEANING SYSTEM FLOOR EL 8.5 O (i REVERSE OSMOSIS TREATMENT TRAIN o � M FLOOR EL 3.5 IRRIGATION PUMP STATION o (3)50HPTC4 32X48 LOUVER W 32X48 LOUVER Ll 30' 39' 9" APB - 4 2022 Town of Gulf Stream, FL Designed �� MILLER ENGINEERING GULF STREAM GOLF CLUB BUILDING FLOOR PLAN ENGINEERING sDALE NUMBER SHEET NO. DENGINEERING AND ENVIRONMENTAL SERVICES �� PALM BEACH, FLORIDA O C=D Checked GLEN MILLER FL PE NO. 39242 �� y'-1=0' N0. DATE REVISION BV CORPORATE N0. fi935 2020G. A. MILLER, INC. 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U n O m c0 -C —m co c a)a 0 mcQ mN am ma 30 > o QQ m 3 > >- a) �� a)L 4)(n O aA O to c O O c p �0 > 0 :3 0 o c`0 m m Q N } U c C o� c NW 0 } a) Q m N N 2 U 0 0 a) � :� U c > •� (0 E a •C C > O` 0 >+ U 0 a) 0 .. a) y O U U O o a a a m a v) a c a) > a) ° m a 0c a)�' w a �o V) °) Ov p v �� (n 0� Q ccU :� 0 ; 'C CV C7 V L6 E m U a Q Q Q Q Q a a) CO d > > > > > a cn CVR Im.-Maj in " In - -------------- Ill === === = �■■�� - I�1 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA P,? -4 2022 Town of (gulf Streafn, FL DRAWING INDEX I CODE RESEARCH I LOCATION MAP & PLUMBING RISER A-1.2 SECOND FLOOR PLAN A-2 ROOF PLAN A-3.1 NORTH AND SOUTH ELEVATIONS A-32 EAST AND WEST ELEVATIONS A-4 BUILDING SECTIONS A-5 WINDOW AND DOOR SCHEDULES A-6.1 WALL SECTIONS A-6.2 WALL SECTIONS A-7.1 ENLARGED STAIR AND DETAILS E-1 E-2 S-0 PILING NOTES &S-o PILING NOTES & DETAILS S-1.1 PILING PLAN S-5 ROOF BRACING PLAN PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL GROUP R-1-AA GOVERNING CODE: FBC 6th EDITION (2017), FFPC 6th EDITION (2017), NFPA 1 UFC FLORIDA 2015 EDITION, NFPA 101 LSC FLORIDA 2018 EDITION ROOF HEIGHT: 29'-4" TO ROOF RIDGE (25-4" TO MEAN ROOF HEIGHT) TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED BUILDING DESIGNED: ENCLOSED WIND SPEED: 170 MPH ULTIMATE VIAND SPEED EXPOSURE: C ZONING DISTRICT: GULF STREAM CORE DISTRICT FLOOD ZONE: ZONE AE (6.00 FEET N.A.V.D.) :EILING PLAN PROVIDED: ?LAN REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK (NORTH) = 34'-3" PLAN REAR SETBACK = 50'-0" REAR SETBACK (SOUTH) = 66'-8" SIDE SETBACKS = 15'-0" SIDE SETBACK (WEST) = 15'-0" (MIN. 30% OF LOT WIDTH) SIDE SETBACK (EAST) = 15'-1" DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL -DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C �% SEC. R301.2.1.4.3 5ih ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 25'3' ❑X ASCE 7-10 CHAPTER 26 BUILDING HEIGHT ❑X S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) 60 FT.(ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS PARTIALLY ENCLOSED OENCLOSED OPEN F TESTED (VIAND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USEIOCCUPANCY, REFER TO 51h ADDITION (2014) FLORIDA RESIDENTIAL CODE ORASCE7-10CHAPTER26) 1.0 BASIC WIND VELOCITY PRESSURES: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 51h ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WIND SPEED 170 OSECONDGUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES L]NO (IF NO, INDICATE REASON) ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL QUANTUM ENGINEERING ASSOC. 6415 LAKE WORTH RD, SUITE 105 GREENACRES, FL. 33463 TELEPHONE: 561-202-6994 RICHARDJONES ME ME ARCHITECTURE l 10 S.E. FIRST AVENUE I SUITE 102 DELRAY HEACI{ FLORmA 33- 440 r u V 561.274 IM F MI 274,91% I`^' AA26001617 U32600IG56 WWW.RJARCHFTECTURE.COM W d° H °off xH Oo 03 M � Q FLORIDA I.ICENSURE AA26001617 I IB26001056 COMMISSION N 20-003 DESIGNER RI DRAWN BY: JFURJ/RB PLAN REVIEW: RJ SUBMITTALS: ISSUED FOR 08,20.20 PERMIT LAND SURVEYOR H REVISIONS: O'BRIEN, SUITER & O'BRIEN PERMT 122,21 REVISION 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 LANDSCAPE r 1 COVER 1 MAJESTIC VIEWS SHEET 4711 CYPRESS DRIVE SOUTH H BOYNTON BEACH, FL 33436 TELEPHONE:561-752-9835 C R 9 OLD SCHOOL ROAD i ATCH POLE WATER ____--------- o--- --_--- VALVE PRO.PERTY. LINE 1-M FH _ .�. T.P. p CMU COURTYARD LOWWALL W/SMOOTH 11'-]Ya- -144--- 38'-8Y' �-0- -- R 17-BY- STUCCO FINISH TOP NOMINAL 1M ABOVE FINISH GRADE @COURTYARD SIDE OF=- DRIVEWAY -- _ -" -- -_-_ -_-- WALL W/ 12- HIGH DECORATIVE ALUMINUM RAILING (G.G. TO COORDINATE TOP OF RAILING HEIGHT TO BE FLUSH WITH BOTTOM PIER BANDING) G C. TO CAST STONE PAVER 2 Tx 6.0' SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW BAPPROVAL -(� zd. FINISHLEVELNO �AVERS�tEFEA-TLTLANDSCAP� ADJACENT GRADE ABOVE A - - - --- - - ARCHITECTSDWGS- I EFER TO LANDSCAPE (RAWNGSLANDSCCO TO COORO. _RIVEWA� -�DRAWINGS)GC CMU PIER W/ SMOOTH STUCCO - - - FINISHW/MINIMUM I'CORNER I CHAMFERS W/ 1.OVERTBASE ---- CAST STONE PAVERS 1-10-x (1• PROUD) W/ 2.OVER Y (1• PROUD) STUCCO BAND @TOP - _- 6'-0- (REFER TO LANDSCAPE DRAWINGS)GC.TO COORD. TYPICAL OF(4)@COVRTVARD 30-0• -- -- FRONT SETBACKTflACK -- ' - I N B. ELECTRICMETERWI MAIN CMUGARDENWALL.S-0•ABV. H.B DISCONNECT(CONTRACTOR GRADE W CYPRESS%1 ARBOR WI (2) 3' O'x6-0' ALUM, GATE H.B. TO VERIFY LOCATION Wl FPL (REFER TO DTL 7 SHT 17.3) OFFICE VO. E PRIOR TO INSTALLATION) GATE ® c ® _ GAS METER (TO I TH - - L J I COORDINATION ON L LOCC ATION PRIOR TO INSTALLATION) Q ® CART AGGES I ACLU %2 O 00 2-STORY 2.S CAR GARAGE — - GARDEN WALL -B-' ABV. FOYER r b L NORTHGRADE W CYPRESS91 NUM FUTUR E GEN ERATOR LOCATION (BV OTHERS UNDER SEPARATE PERMIT) 4' HIGH BLACK CHAIN LINK FENCE POOL BARRIER AT PERIMETER TO MEET COUNTY SAFETY REQ'S. (EY OTHERS) csnxnn�;cz�:Iy,�u: IRRIGATION SYSTEM (BYOTHERS) SEGMENTED PRE -CAST RETAINING WALLANCHOR WALL OR EQUIVALENT DESIGN/BUILD BYWALL COMPANY I 5'-I PROVIDED SIDE SETBACK O MU ® _ ROD I GATE MASTER KITCHEN LAU I ry BATH 2-STORY J ® CMU HOUSE I t CCU%1 DINING � LT � CCU %3 I HIS '� HERS GREAT ROOM EFIN a0'-0' J (7RREF A V D CABANA REFER TO .CIVIL DVrGSJ BREAKFAST , MITER BEDROOM L1n'� PLAYROOM ! POOL u L PROVIDED o LOGGIA H.B. SIDE o� m bIi 1I OI LOT 9 al BLOCK 3 I I ED—_ In on I !O I -J o POOL DECK 50'1T REQUIRED REAR SETBACK n REF -01 DE DWG'S I POOL-R EFER TO O¢� z i b - POOL SUBB LANDSCAPE n ARCHITECT =TE (UNDEERMIT) ATE PERMIT) SPA HAADSCAPE 8 POOL DECK -REFER TO ! LANDSCAPE C ARCHITECTS PLANS. SECTIONS, DETAILS In i RAISED BULKHEAD- EFER TO CIVIL ENGINEERING p TTED BULKHEAD LINE v TI1 AT COVE (PRIVATE) FIRE PIT I ID 14'-10• 15'-lj;- I � LANDSCAPE i ARCHITECTS Pl NS ' i i Site Plan Scale: 1"=10' A B W (2) x AL GATE (REFER TO DTL. ] BHT A-7.3) 4' HIGH BUICKCHAIN LINK FENCE POOL BARRIER AT PERIMETER TO MEET COUNTY SAFETY REQ'S. (BY OTHERS) SEGMENTED PRE -CAST F- RETAINING WALL ANCHOR WALL OR EQUIVALENT DESIG WBUILD By WALL COMPANY F SEGMENTED PRE -CAST RETAINING WALL ANCHOR WALL OR EQUIVALENT DESIGN/BUILD BY WALL COMPANY w b LOT 7 BLOCK 3 ' 1 RICHARD JONES ■ _ ARCHITECTURE jam, D S.E. Y BEACR FLOOR SUITS 1 DELRAY BEACH, RORIDA 33400 r� u V 561.2]4.91M I F %1.274.91% �^• AA26001617 j E326001056 WWWRJARCHITECTURE.COM AP -4 2022 Town of Gulf dream, Ft O U O O� fti M 3 O ®®® ` W LEGAL DESCRIPTION LOTS. BLOCK 3. PLAT NO. 1 POLO FIELDS. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA ZONING -MIN FLOODZONE - ZONE AE (6.OD NAVD) FLORIDA LICENSURE AA2600I617 IH26001056 ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE COLONIAL WEST INDIES LOT COVERAGE 3,715 115,5]6S2885% PERVIOUS AREA 7,43]/15,518 SOFT=4]]5% IMPERVIOUS AREA 8,139 I15,576SO.FT=5235% COMMISSION % 20-003 DESIGNER RJ DRAWN BY. JHW/RB PLAN REVIEW: R7 SETBACKS SETBACKS REQUIRED PROVIDED FRONTSETBACK X-D• 34'-T REAR SETBACK WD 66'-8- SIDE 2ND IF K TBACMIN. ADDITIONAL AST/15'-1• REQUIREDTH)D SIDE SETBACK SETBACK .W%OFLOTWUIRED 25'6 E1-15---@'MST MAXIMUM HT. W TO RIDGE 29'-T SUBMITTALS: ISSUED FOR 08.2020 PERMIT TOWN OF GULF STREAM GROSS LOT AREA 16.000SO.FT. 10357 ACRES EFFECTIVE LOT AREA 15,576SQ.FT./03 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 0SQ.FT ESQ.FT Z—SOFT 2,]3450.FT REVISIONS: PERMIT 1.2221 REVISION CEILING OVER I5'(DOUBLE) 0SO." 0S 1 163SO.FT 163SQ.FT 2ND FLOOR LIVING 1,362 13.799 =358% DSO- 0SO." 1.3065Q.FT 1.306SQ.FT 1ST ROOK COVERED (PERCHES, OVERHANGS - 21/2') 0SO- ..Q., 3B2 SOFT M2SQ.FT 2ND FLOOR COVERED OSQ.FT 0SQ.FT 82SQ.FT 82 SO.FT AWNINGS> 3' AND SCREEN ENCLOSURE (AT SO%) 0SO.FT 0SO- OSQ.FT OSQ.FT GARAGE OSQ.FT 0SQ.FT 599 SO." S99SQ.FT OUTBUILDING 0SO." 0SQ." 0SO." 0SO." FLOOR AREA -PROPOSED 0SO.FT 0SQ.FT 5,266 SQ." 5,268SQ.FT FIRST 20.(= x .33 5.140 SQ.FT OVER 20,1— x .20 0 ED- ADDITIONALLOGGIA AREA SPECIAL EXEMPTION 33%OF 464 SO FT, LOGGIA= IM SOFT TOTAL ALLOWABLE FAR PER MANUAL M SPECIAL EXEMPTION OF 153 SO. FT. TOTAL HAR DSCAPE AR EA 8,139 SO.FT REOUIREDLANDSCAPEAREA (LOT SIZE x 40%) 6,230 SO.FT ACTUAL%LANDSCAPEAREA 7,431 SO.FT SITE PLAN U 153 SQ.FT 5,293SO.FT SP-1 TREE kRPUS HEDGE VESTRIS DATE PALM ADONIDIA PALM, DBL ALMS Af R -4 2022 TON of Gulf S(ream, FL ISHTAIL PALMS a ----- .-� r.o. eEp n! r �Kt'4� aATiflt �..� r �'�` � �'.:- -'�.. .qr. - �^�-tee--_:- �� _� _ `� it r'� tJ�Lll_��.IL1��►^.e�,«j �Irf�. ,� :`�ji'„ T �Ir�91q��ltn� M •: : , ° � `s ( I 1 I . !J . , °, E....:-.�. es -- _ �- - ... .-�l'an � : �tr Ai ODOCARPUS HEDGE OCONUTPALMS V--COCONUTPALMS \-24"H DECORATIVE RAIL MANGO TREE \\-24"D DECORATIVE POT REAR -SOUTH ELEVATION SCALE: 1 /8"= V-0" c E '0 �@ U 'mom �m c� �o �a u cc u� m^-~ 'd w L �C,pt p T� 6 �cc s m� s aS h C15 dNa3 (n'N a �° LLJ j 0 av 50 c �o J "m o N z W U H W ci > a W 0LL J W OOV W ono �j O� W Mw W I Loo L.OUIS IUAS VLANOS LANDSCAPE ARCHITECT LA LCl000310 JOB NO: DRAWN BY: UV DATE: 03.21.22 SCALE: SHEET NO. LP-4 obo s E m uiE 1 o M W L?- m^js /� _T t�l\ ZV ZZ UnmOom Town of Gulf Sirearn, ~ a °" FL € W ht: T§ i UE, m 0 LLI c� 0 w o' J v 0 O 4 n- S FIRE PIT PLAN VIEW SCALE: 1 "=10'-0" w z Z .dJ w o n. oa M UU) U) o� ''> 0 p Z W ")w Q J U-)o J LOUTS WAS VLA"OS LANDSCAPE ARCHMCT LUC %19 JOB NO: DRAWN BY: UV DATE: 03.21.22 SCALE: 1 "=8'-0" SHEET NO. LP-1 PLANT LIST SINGLE FAMILY CITY OF DELRAY BEACH, FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED MAN 1 MangHem Indira/ Mango Tree 14k8'OA, SCT, BBB, full (native) GUM 4 Bursers Simaruba/Gumbo Limbo 14'OA, 6'CT, 3'CAL, full (native) PHS 4 Phpenilt Syh"" is/Sylvesbis Date Palm 20'OA, 1OWD, ITCAL full (very drought) CNM 4 Cocos Nuc fem Malayan/Malayan Coconut 10 CT, 16-16'OA, WCAL, full (drought) AD1 2 Vailchia MemilligAdOnidia Peen 74'CA, TRPL, match, full (droughQ AD3 4 VeWda Menillii/Adonidia Palm 1WOA, TRPL, full (drought) ARP 3 Chrysalidocarpus LulescendArera Palm 14-16'0A, VCT, mul8, full (drought) err 1 Citrus Orange by Owner 6-'OA, STD, full ACCENTS BOS 3 Bougainvillea Imperial Delight 15GAL, FDA, STD, full (very drought) GAR 3 Gardenia STD 15GAL, STD, full (drought) DI 1 Dloon Edule/Dioon Fern 15GAL full (drought) BOT 2 Bougainvillea Trellis, color by owner 15GAL, VOA, full. (drought) BRI 8 Aechmea Impenal'is/Imperial Bromeliad 7GAL full (very drought) COR 6 COrdyline Bolem/Bolem Ti Plant 3GAL murd, full (drought) DRA 1 Dracaena Marginate bicolor 7GAL, mul8, full (drought) CJ 6 Trachylosperma JasmJConfederate Jasm. 3GAL, espalier. (drought) SHRUBS h GROUNDCOVERS CRO 16 Codiaeum Sloppy Painter/Croton 3GAL, TOA, TOC, full (very drought) PO4 138 Podocarpus Mald/Makl Yew 7GAL, 4'OA, 2'OC, full (very drought) P03 11 Podocarpus MekVMaki Yew 3GAL, TOA, 2'OC, full (very drought) PLU 51 Plumbago Imperial Blue/Imp. Blue Plumbago 3 GAL, 20- CIA, 24- OC, full (drought) IX 22 1-ra Petite PInk/Pink brow 3 GAL, 20' OA, 24' OC, full (non -drought) HIS 6 Hibiscus Seminole Pink(Pink Hibiscus 3 GAL, 24' OA, 24' OC, full (non-drought)BILL 50 Evclvulus giomeratusBlue Daze 1 GAL, 8- OA, 14- OC, full (drought) FGI 309 Flan Miaocarpa Gm Island/ Gm Island Fic 3 GAL, 14' CIA. 20' OC, full (drought) FOX 49 Asparagus Dens. Myers/Myers Foldail Fem 3 GAL, 14' OA, 20' OC, full (drought) JM 595 Tmchylwperma Jas. Mmima/Jasmine Minimal GAL W CIA, 12' OC, full (drought) ANN 170 Annuals Color 6- pot, W CA. 10- OC, full (drought) SOD as required St AugusOne Palmetto SQ FT, full NOTE Native, very drought and drought tolerant plants indicated per Xedecspe Plant Guide II LOT COVERAGE 00 OLD SCHOOL ROAD. CORE DISTRICT. TOWN OF OULFSTREAM. FL TWO STORY RESIDENCE _ MC TOTAL LOT AREA IWO SF (100%) MAX LOT COVERAGE ALLOWED 1472 SF(30%) LOT COVERAGE PROVIDED 3715SF(EL85%t IMPERVIOUS AREA PROVIDED 3139SF(5225%) PERVIOUS AREA PROVIDED 7431 SF 147.75%) LANDSCAPE CALCULATIONS NORM BEACH PROPERTY LANDSCAPE CODE DATA FOR MULTI STORY RESIDENTIAL STRUCTURES First Floor Mean Root Haight ix Second Floor Mean Roof Height 2Z-W Ridge Mean Roof HmgN 29'-0' FRONT YARD CALCS - NORM t fthln 45' ab) TOTAL POINTS REDUIRED (910 SFN5 SF) s0 pts TOTAL POINTS PROVIDED up. (2) S d Date Palm So pis REAR YARD CALCS -SOUTH (.Hain 2S ab) TOTAL POINTS REQUIRED (0 SF/15SF) 0 P. TOTAL POINTS PROVIDED Sam (2)Ba Data Pelm Balm SIDE YARD CALCS - WEST (within 25- sb) TOTAL POINTS REQUIRED (780 SFNOSFl 78 pts TOTAL POINTS PROVIDED Bo P. (1) Wes Gumbo Limbo Tree 20pts (3)Sd Ares MUM Palm 60 pm SIDE YARD CALLS - EAST (Mthin 25' eb) TOTAL POINTS REQUIRED (728 SF110SF) T3 pm TOTAL POINTS PROVIDED 200 pta Isla,d 1""AMUM Petm Ezlal 1601m (2)14'oa Gumbo Limbo Tree 40 pm LANDSCAPE REQUIREMENTS SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 15576 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8139 SF (52.25%) C. TOTAL PERVIOUS AREA PROVIDED (A48) 7437 SF (41.75%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cz20) 1487 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200- SF F. NATIVE VEGETATION REQUIRED (D1r.25) 372 SF G. NATIVE VEGETATION PROVIDED 400+ SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A 1250") 6TREES J. TOTAL TREES PROVIDED 14 TREES K. TOTAL NATIVE TREES REQUIRED (H+I x .50) 3 TREES L TOTAL NATIVE TREES PROVIDED 4TREES NORMARROW qN' GRAPHIC SCALE (1 IN - 10 AP;, Town of GulfSl�rr�d�r LANDSCAPE PLAN J LL Lu Q Uw J Z U) L n J.. W C)CL a U W° 0 °o Z cUn J W ° F-- 0 J t e � a OJ E to U fa LLo� uW LX z2— GJ `c t 0;Z. GO V�Y�r�/� r � a -0 �l r �W D ON O) rOncZa ■` 9 mhm3 ,[■� UO CI-- m Lnt Vl-O O) �o Wino � s_ UJ= o Q ^aa m n� m° � 5 O uv U) m � c o J "m LOUIS IUAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE REV. 1. 08.14.20 REV. 2. 01.06.21 REV. 3. 03.20.22 JOB NO: DRAWN BY: UV DATE: 05.22.20 SCALE: 1" = 10' SHEET NO. LP-1 TREE SURVEY DATA SHEET Item# Species Common Name Spades Scientific Name City Height Spread DBH Condition Notes Disposition #1 Indian Laurel Fes Nitida 1 25'oa 20 20' 50% In Way of new construction, raise elevation remove #2 Indian Laurel Ficus Nifida 1 25'oa 21Y 20' 50% In way of new construction, raise elevation remove #3 Royal Palm Roystonea Elate 1 30Wd 16' 16- 75% In way of new construction, raise elevation remove #4 Royal Palm Royston" Elate 1 30Vrd 16' 16' 75% In way of new construction, raise elevation remove #6 Black Olive Buckle Buceres 1 25'oa 26 24' 80% In way of new construction, relse elevation remove #6 Mango Tree Mangifere Indiaa 1 14'oa 12' 1W 80% In way of new construction, raise elevation remove #7 Mango Tree Mangifere Indiaa 1 14'oa 12' 10' 80% In way of new construction, raise elevation remove #8 8-Ares Palm skxeen Chrysalldacarpus Lutescen 8 18'oa 12' 12' 80% Tdm, dean and fertilae remain EXISTING TREE LEGEND 12 1 EXISTING SPECIMEN TREES TO REMAIN/PRESERVED EXISTING TREES TO BE RELOCATED/APPRAISED Y 1 EXISTNG TREES TO BE REMOVED/APPRAISED All exietirg trees. be %,,iI ed by lietensed a,baisl per ANSI standards. Al existing loses/ palms to remain O relocate must be ptotecled by approved tree battler. Sea tree barder dotal. All asset palms In remain or relocated must be trimmed by lacensed arborist per ANSI standards. Ali bees/ palms W remaln or relocate must be fertil¢ed w/ an all purpose time release %Mliz.. DPoPUNE J .- No E"TRI No STORAGE NO DPoP LINE BARRICADE Of ORANGE •MI ENCROACHMENT ENSH HIGH N48RITY .' HIGH FENCE AT DPoP LINE USE I• STEEL PIPE FENCE SUPPORTS BURY INTO SOIL A bIN 19' DEPTH - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN - THE BARRIER SMALL EXTEND TO THE DMPUNE. - ME SOIL MTHIN THE DRIPUNE SHALL BE KEPT FREE OF - CLEANING OF ANY EOUIPMENT MTHIN THE PROTECTIVE AND SPACE MA%. 5 O.C. ORDER TO PROTECT THEM DURING CONSTRUCTION BUILDING MATERIALS BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL LOT BLOCK 3 eWGiTIOx aVS1EY IEY _ oTlxTal NORTH ARROW OLD SCHOOL ROAD N W.00 RIGHT OF WAY - -- -- -- ---__ __----__—__ __ __ ------_ MoxmoA ]soA ve GRAPHIC SCALE (1 IN = 10 FT.) TCH (T(7 s s w Is m 9ASM I 1 LJ _'E WATER ACCDf/211tl.11 �I \ II t IjjL r— ,- €S �� 6 I�l�ll��a��^.aalll I I FUTH I 13 L_ J NO ---HERS�'i erYDO �ioE ��IIIII��—,..//n�Ij aieuocrc sewes�izrn�caNd. �'mRY / Imo^— V� COLOR BEDROOM I MhSTER BER00M I � X, H. I I — ---- EW I col �I I wl B co¢ I l vlwxrerr>3` oEcoe owTmrs I I --- 50'-0•REOtIIRED REARS --- roe awwwAr vewuEraLer orraERs 1 - __ �.ssasrHAwcoTRs� .vA RVADVE ,� 1 RAISED BUUGiEAD- REFER TO CML ENGINEERING 1 — —PLATTED BULI01FJ1p LINE ' I 7f y 1a i A 4 ZOZZ Town Of Gulf Sirearn, FL n�� NOH o eBLOCK • _ c `"I 11 a1 Mtl_��fP_s7.iT'��N— .. a.'a eaoL POOL REPER � TO POOL END AND LA DWGS U SPA I L IN to �� o I_ II �o .•xioxlcluv. DDBBkkWWWrE I'p I� IQ --------------; -- 1 _I 4 y o vim-- stucco vwlsx X 1 n Y 1 / V Tc— ? 1 I s.,•i � i 1_\r V Y I- omon�suncm 1 E maEAxp 1sE— 5 '� V PROPOSED DOCK �_-� - \ 1 PROPER UNE 100.07 \ R ea-Im sao• era \ COVE \ ,PRIVATE, TREE SU R Y AND DISPOSITION PLAN Z LL Q W� C)cl� Z� Z W LL � _O U) Lu O LI- O 0 Vi r�r^^' rn v`+ U 0 W LLl CD J L Em rA Y/ E c a� •G �, g Wss C, ac b 1�1O ON 6 y � m< 0 m OxLL o; V Oo m sh am V oazx O�m3 € 0 D N � � W aogg L UE T Q�aad u a� S O v' � � Q LOUIS ILIAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC /26000319 REV. NO. DATE REV. 1. 08.14.20 JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: I- = 10, SHEET NO. L P-2 0 DO NOT CUT LEADER 0 PRUNE DAMAGED OR DEAD o p WOOD IMMEDIATELY PRIOR ()0 BY THE LANDSCAPETO PLANING AS RECTED ARCHITECT O000 o000 O" 0' 0 OD Q n �•(Yyr,I�I�(�•�Tp�1 DOUBLE STRAND 12 GAUGE WERE W WITH 4 0 RUB /R H 3 BBE HOSE. W P R TR AT P I 3 E EE EOUAL S AC NG 8( (yO BEE NOTE p, 0 gg00 0 p D 0 0 00 0" `9 0 tl" MULCH P DEEP 0 0 0 0 ��pp �2O 6 6 0 O 6000aSEE SPECS.) o � Oa eQ 0 V 0 JS MULCH, 3' DEEP OO 0 BACKFlLL MIX AS SPECIFIED 3" BASIN FOR WATERING. 1/2"x2' FLUORESCENT EXISTING SOIL ,a ORANGE MARKER -SET TRUNK FLAIR OR TOP ROOT 0'-2" 9 ABOVE SURROUNDING FINISH OR DE. UNTIE BB/URLAP 1/3 FROM BASE OF TRUNK[/BALL MOVE 1%2 F OMFTOP OF BALL )AND RE BASKETS ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2"x2'x2' STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE BACKFlLL WITH PLANTING SOIL NOTE SET ROOTBA-L ON UNDISTURBED SOIL DI TANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT OVER LAP ONTO SIDE SIDEWALK STRUCTURES. PAVED AREAS. ETC, LARGE TREE 2" cal. and over PLANTING DETAIL SHRUB/ GROUNDCOVER SPACING DETAIL Q 0p y 0 G,�OPh (P �0 QD UO0 `il odY PROTECT TREE WITH 3/4"4 DBL. STRAND NO.12 GALVANIZED �()/�I RUBBER HOSE GUY NIRE (MIN. 3 PER TREE) 0 RED FLAGGING TAPE 3" DEEP LAYER OF APPROVED MULCH H BRACE BACKFlLL WITH PLANTING SOIL 2"x4"X8'-1 STAKES (3 PER TREE) SOIL BERM FOR WATERING BASIN PLANT MATERIAL SHALL NOT BE 3" DEEP LAYER PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED. APPROVED MULCH ,app0 p EACH PLANT SHALL BE PRUNED 0 U 0Q, FOR UNIFORMITY. BACKnLL W1TH PLANING $M 0'" SET TRUNK FLAIR OR TOP ROOT 0'-1' ABOVE SURROUNDING FINISH GRADE. STAKES TO BE 18" - BELOW PIT IN EXISTING I MATEGRANRAALR t RLL SUBGRADE EXISTING GRADE III _ FF I --I SOIL BERM FOR MATERIALR OR 1 WATERING BASIN EXISTING GRADE r-UNEXCAVATED 2x ROOTBALL SIZE FOR SUPPORT -SET TRUNK FLAIR OR TOP ROOT 0'-2- AS VE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK/SALL -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1/3 FROM CROWN, WERE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1/2 OM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL -SET TRUNK FLAIR H TOP ROOT 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK ALL TRIM 1//3 FROM CROWN, WERE BASKETS REMOVE 1/2 FkOM TOP OF BALL AND ALL SYNTHETIC BURLAP _ TO BE REMOVED COMPLETELY 'MEE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO - 2 14' WOOD BATTEN , TAPE ON BRACED METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS (3 TOTAL) Z MIN 5 LAYERS BURLAP 1 3" DEEP LAYER OF APPROVED MULCH DRIPUNE ._ NO ENTRY ------I \ NO STORAGE O BACKFlLL WITH PLANTING SOIL = SOIL BERM TO HOLD WATER W 2'x2"x4" WOOD STAKE I \ NO DRIP UNE BARRICADE OF ORANGE ENCROACHMENT TENSOR" HIGH VISIBILITY .q MESH 4' HIGH FENCE AT DRIP LINE FENCE SUPPORTS SPACED 5' APART GRANULAR FILL 2"x4"x12" FOOT PAD F MATERIAL OR SOFT SOIL CONDITIONS EXISTING GRADE SUCH AS SAND. BURIED 3 FT. BELOW GRADE WUNEXCAVATED FOR SUPPORT - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION -THE BARRIER SHALL EXTEND TO THE DRIPUNE. - THE SOIL WITHIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED PALM PLANTING DETAIL TREE PRESERVATION BARRICADE FENCING DETAIL -SET TRUNK FLAIR OR TOP ROOT 0-2 ABOVE SURROUNDING FINISH GRADE. 0 0 O UNTIE BURLAP le FROM BASE OF TRUNK/BALL 00 TRIM 1//3 FR01A CROWN, WIRE BASKETS REMOVE 1 2 FkH TOP OF BALL AND ALL SYNTHETIC BURLAP \ f1r�QQQ,�D Q Ofj(Jy",8��p/QjE�JBE REMOVED COMPLETELY Go go DO 8 0 PROTECT TREE WITH 3/4"6 DBL. STRAND N0.12 GALVANIZE RUBBER HOSE Y N1R MIN. R M 0. 3" DEEP LAYER OF RED FLAGGING T U 0 APPROVED MULCH ON BRACE BACKFlLL WITH PLANTING SOIL em[S 86M SOIL BERM FOR WATERING BASIN 2"x4"X1'-0" STAKE---_ STAKES TO BE IB" _- GRANULAR FILL BELOW PIT IN EXISTIN _ MATERIAL OR SUBGRADE EXISTING GRADE ETC.)f B OSA.9. �y UNEXCAVATED B" BALL g- FOR SUPPORT I, ru scalar vwm¢ srru ec i -riw rsar ,uL mr mall¢ 1 MOTES •PLANTING HOLES TO BE 3 TIMES THE DIAMETER ON ROOT BALL •TREE SUPPSUPPORTS TO BE REMOVED IN 6 MONTHS FOR e� � D w e firC r m news aI0[. n Ion Iroor stream rs ea'..,A ka vi e r aAa AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS AT THE BOTTOM/DEPTH PER CITY REQUIREMENTS > era« suesms 9 IA lee,ull ale• a- A A a I,Kbucns watpE -ter A. wROOfoawaem'auliara•. numle eAslams 9s'I+E % 4 n"r6s aaor ..alms we,, es . s NLIP w �mN«A . K aN.n e.aa ks SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. P T M II ,lent materiel shell he Florid, el or better LAN MATERIAL A established b Grodea r ana Standard. far Nurser Plants" of the state of Florida. artment of A riculture. Y ep 9 2. All trees. shrubs and grwndc.-I, shall be of the sizes as specified in the Plant List. 3. 0 ..tit!- listed oa the the Plant List are far estimating purposes. Contractor shall verify all quantities Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. 4. Where here is a discrepancy either in quantities, plant names, sizes orspenific.tiena between the plan or plant list. the plan takes precedence- S. All plartng beds and water b..n, far tree. shad be wavered with . 3" minimum depth or shredded eucalyptus or other orgonic mulch grace 'B' ar belts. 6. The Planting Plan shall be installed in compliance with all exi,ing City codes and applicable deed-tria6on,. 7. SOD: All areas not used far buildings, vehkacr use areas. walks or planting bets shall be grassed. Grassing shall extend to any obulting street pavement edge and to the mean aW ,It= of any ttng carwaterway. d, lake ar Sod to be grade A" weed tree. NI areas marked "Lawn" shill be St. Augustine "Fl«atom" solid sod. The Dry Retention area nail be "Bahia Grass" / "Paspdum Nololum". All sod shall be set level tight and even along planting bees. Landscape contractor is responsible far providing their own square footage takeoffs and field verification to provide 1007 sod taus.,. of all areas specified 8. PLANTING I : Ali trees and shrub. shall be loot with a of 1 oN SOL p M minimum 2 laps wound aril beneath the 'far 1. Minimum lops 1 shill be 6" for grounticovs areas. 4' for needed grass areas and 2" far sadded grass areas. 9. Planing son to be a weed -free mixture of 50% sand. 40% m.ck, and TOR Canadian peot. Al, plant material to receive planting spa as per delags Planting sal beckRll fw ill oreeesed me k tll with 1007 e,ne aI tine of darr.e 10. Contractor Ia .sale far dm ,te,ininan .tail location, and in,tdfn facilities so a to .at conflict.A8 damage to existing tilities or improvements caused by Car Vact« steal be repaired at no additional coat to the owner. 11. Contract« if 'Sunshine' 1- 0 -4 ] h f to notify sh' a of a 0-638 09 (48) ours prior to digging ar underground utility Iw.tiars. 12. Contractor shall be responsible for providing Hn.l grading of all-slocioled planting areas. 13. After foal grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and P disposed of rop Y erl .H-,it.. p 14. All planting holes to be hand dug except where machine dug holes will at adversely offect ar damage utilities or improvement. I... note 8). 15. No plunging of any tree or palm will be accepted. All plants to be planted w/ trunk flan or surface root 10% above grade (per City requirements). 16. Contractor shall stake & guy al trees and palms of time of planting a, per the appropriate detail. Cartroctor is onsible for the maintenance and « of all stake anprop reap / reps'. g and guying during wononty period. 17. All parking islands measuring less than 11 feet (including curbs) due to turning radii requirements shod hove root barriers installed against the full pe,irneter of the islond. All I imerwk shall be ex owled from islands to a depth of 2-1/2 feet and bockfilled with the specified planting mix. 18. Fertilize, far grass oreos shall be NPK 16-4-8 O 12.5 Ibs/1000 s.f, or 545 Ibs/eve. Nitrogen 507 slow release form & fertilizer to include secotdory mkronutrients. 19. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. My discrepancies between plans, site and specifications shall be brought to the immediate attention of the Architect, the owns and The Town of Gulfslream. 20. WATERING: All plant material shall be watered in at time of planting In accordance with standord nursery practices. In addition, Contractor cull continue watering of plant mal.r.l unto subatonl'iol completion and as needed lhereofte, for a period of 2 months. 21. EXISTING MATERIAL Al eAsing material shall be brought to current city code atandwtls. all existing hedges must be continuous as required. 22. DRAINAGE EASEMENT Written appm-I must be obtained from Iota water management district prior to planting wfhin the drainage easement. 23. Ad new plant material shall be guaranteed for 1 y a, from time of final acceptance of project. Any plant material not In a healthygrowing condition will be replaced by the Cot clor t no aaditiard cost to the Own within 10 days of notification. Far all lacemenl lent material the w ant period shill be extended a additional 45 dal beyond rep p r pe days » the original w' ant period. Warrant is null and win far tent q.-tal which is damaged « g ry r v g dies as a result f "acts of God" limited to nail. Hurricane lightening, All Veers hot to a, and ,Ends ew. tag ed mph ld defined n the Miami Hurricane Center. All trees Thal lean o blown over l add by winds leas than 75 mpn. veal be re -set and braced by the Contractor at no additional goal to the owns. 24. Type "D" curbing and wheel stops shall be provided In the V.U.A. Refer to pavn9 and drainage detail sheet far detail of type "D" curb and wheel slop. 25. The av esaful bidder shall fvmish to the Owner o unit price breokdown far all materials. The Owner may, at its discretion, add or delete from the materials utili..g the unit price breakdown submitted. 26, No land material will be accepted sho,ein evidence of cable chain marks a end scars or otherwise damaged. cep g quips 27. Plant material will not be accepted when the ball of earth --ding its roots has been cracked, broken or otherwise damaged 28. Roo! -prune ill trees o min'mum of (8) weeks prior to planting. 29. Tree grates shill be positioned to meet In the center of treewell and have ..farm spacing wntl wields ed a of cash s Instdl rates where Indicated on land flush and leveled with wndn9 pavement surface, 9Install steel angle frame, in co to pRural, and leveled with su d.g poving surface, maintain flush and leveled at all times. 30. AR londscoped creas ill be irrigated by an Erde grcund, automatic, rust -fee irrigotion system proMdng 1007 cowoge and 100% spray oxeriop. The system shall be maintained in good working order and designed to mi ze water on imperviw. services and not .-oray walkways. A a gar device shad ben installed to override the irrigation c,,le of the system when adectu.t. serfall has wcurred 31. Hedge material shall be planted equal to the height of al d-psters. tronsformss. mechanics sauipment and other ground fee -slanting utility equipment or enclosures 32. All plant material planted with. the eight distance triangle areas (.ee plan) shall provide unobstructed! tense-dsibilty at a h«izarl.l level between 30 Inch- and 8 feet above adjacent street grade. 33. No canopy trees shad be planted within 15 feet of a light pale. No palm specie. shall be panted within 6 feet of a light pile. 34. Ground coves plantings shall provide not less Nan 75 percent covwoge immediately upon planting and 100 percent coverage with. 3 month. otter planting. 35. Tree protection barricades shall be provided around exising trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape orchilsct. 0wow or govemng municipality. Refs to landscape delta far tree p-er-tion barricade fencing. 36. Tree removal/roloc.tion permits must be obtained far exist., trees to be removed or relocated. 37. In all pede.bian areas , all I ... ..d Palma shall be maintained to allow far clear passage at an 8 fact clear trunk. 38. Quantities shown on the plant list lake precedence over any discrepancies between the plan, and plant list. 39. Proposed berms shall not exceed a 3:1 slope. 40. All plants are to be top dressed with a minimum 3" layer of WWI— mulch, Eucalyptus mulch or equal Mukh 18" beyond planting,. m 41. All Landscape a e to be provided with automatic sprinkler system which will provide 1007 coverage and 507 overlap. All irrigation fillings and head connections will be purple pipe, Sch 40 PVC. 42. Trees in Lawn area are to receive a 24" diameter mulched saucer at the base of the trunk. 43. Ran sensor is ire l and shall be no over n walkwa or sidewalks. requ spray o any ys 44. Contractor must obtain landscape, irrigation and tree renrowl permits. 45. Tree, shall be planted 4' from all underground utility lines . Written approved will be obtained from all utility companies far the proposed trees in the landscape easements Prior to building permit and approval from the Town of Gulfstreom. 46. Land,caping to be clear V-6" of front and sides and 4' belting all free hydrants, lyp. P R EIC71)EIFh APR -4 2G22 Town of Guff Stream, FL sunsnlne state ONE CALL �off florida y�'IKnow what's below. Val Call before YOL U) Z O LL 1W-4Uv ZF- LL W-j C.) VJ Q W 1Wx W O 0 V) U (U J Z WC) J� J � n . � U) E Eon c a7 cI W f0 z�+� U menE IQJ � S LLD ;: o VJ ^ m^ 'Q7 L- ChtF UQ mLL o `m 0- t pPZr wt m t O Uj �Ut_v Q ^flQ m S O ^u mD O O J � m LOUIS IUAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: UV DATE: 05.22.20 SCALE: NO SCALE SHEET NO. 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'ally I Y 5• 5 .. �. t a,�l. •"I vs!} n - '..n 11 r?n€�� !a�' r1 �� i � �. '•P �' ��. �� ,�� • VII :. . - • t f"i �..+� yt t � I I� a � t a .�� s sx -; r, •7y��Y ' #�- t?` !�- 1a + , s. ,.,�a�: i -- ,vim Ma -,'IF DATE: 05.22.20 SHEET NO. • ' PI SITE PLAN FOUND NAIL FOUND '�POWbER "1 NO I.D. OLD SCHOOL ROAD & olsc No (30' TOTAL RIGHT—OF—WAY) I ATCH BASIN ATCH BASINWEST 172.04' TO P.C. I COVER -HEAD WIRE I �POIE ______L_____ PROPOSED 1 __ _—_DRIVEPROPOSED-------------``�''/ AGATE VALVE -- — DRIVE -- ------- -------- I E 100.00 DRIVE 0 — — — — — — PAD I I RE HIl'DRANT STE i1 :1RO- METER I I STE %- IRON I ROD & ROD & CA I L.B. 7219 I I L.B. 7219 I I I I I � I I no no I I I I PROPOSED I 30' FRONT //IET-BACK �.— ! LINE — PROPOSED DRIVE 15' SIDE SET-BUCE I 12.33 O 12.33 11.67 15.00 I O I 5.08 0/S 6.25 n 4.58 0/S COVERED n ENTRY PROPOSED DRIVE PROPOSED RETAINING -,LOT 8 WALL BLOCK 3 PROPOSEDED PROPOSED 2 STORY GENERATOR PAD BLDG. LOT 9 FLOOR ELEV.= 7.00' PROPOSEDED BLOCK 3 A/C PAD O O PROPOSEDED 2417 0 --POOL EQ. PAD Z ❑ PROPOSED COVERED PATIO 13.00 14.17 15.08 15.00 18.58 CON'. i 0' 0/5 — CONC. I 5' SIDE /SET -BACK 3 / LINE I 50' REAR IV ET -BACK UNE —.—.—.—.+.—.—.—.—.—.—.—. .—.—.—.—.—.—.—.— .—.—.—.—.—._.—.—.—.—.+.—.—.—.—. PROPOSED DECK I I POOL I I I � PROPOSED FIRE CODPROPOSED OPENPOOLyLJI ' \ PO ° I000 I I i PROPOSED DECK DECK i I I I I I I I 3 I FOUND NAIL 5' O/S NORTH i LATTED BULKHEAD LINE EAWALL CAP ------- -- --------------------------------- ------- I I E 100.00 POINT FALLS POINT FALLS— / IN WATER IN WATER COVE (PRIVATE) O O w O O a PROPOSED I -RETAINING WALL I I I I I I I I I I I I I I I I I I I I I I I I I I FOUND NAILI %5' O/S NOR {II /- I _ I GRAPHIC SCALE s IN FEED ) 1 inch = 10 (L ARR —4 21(322 Town of LOT 7 Gulf Siream, FL BLOCK 3 CERTIFICATE: LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION LOT 8, BLOCK 3, PLAT NO. 1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF; AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS -OF -WAY. 3. THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE. 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. 6. FIELD WORK COMPLETED ON:__ 10 30 2020 7. THIS SURVEY IS NOT VALID WITHOUT THE SURVEYOR'S SIGNATURE AND EMBOSSED SEAL. 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1988 UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN IS PALM BEACH _COUNTY BENCHMARK N0. O 315 -- 10. THIS SURVEY IS LOCATED IN FLOOD ZONE AE m PER N.F.I.P. COMMUNITY -PANEL MAP N0.125102-0981-F BASE FIRM ELEVATION IS 6' FEET DATE OF FIRM IS 10/5/2017 11. PROPERTY ADDRESS IS: 530 %E OOL ROAD, GULF STEAM THIS SURVEY MEETS THE STANDARDS OF PRACTICE OF THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CHAPTER 472.027, ES. NOTE: THE PROPERTY DESCRIBED HEREON HAS NOT BEEN ABSTRACTED TO REFLECT ANY ENCUMBRANCES THEREON BY THE UNDERSIGNED AND/OR PAUL A. DAMS. INC. DATE: 10/30/2020 I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE, AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, CHAPTER 5J-17, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, SUBJECT TO THE QUALIFICATIONS HEREON. PAUL A DAMS P.S.M. y4531 STATE OF FLORIDA. N N O N 0 N I 7d c� O PQ bA a b aS cz P. U U cz a� a w C7 O H 3 1+0 cad cz O� O c 4O� cz cz Cd o a CZ En cz O O U w O 0 U cC y ocz x U ollc� cd 'd a) cd U O bA 0 p �. A cd 'b •-'" U O O -Esy O O y cn A a O 4- p,� rd 3 �. Cd o 4-1 � 3 -Q �° m o o 0 4 Cn U }' N' Q" 0 c� y 4-4sN+ p •crn vn +�, + x O a) to $M4 , _ +•+ a� � ->, a� PO 4-C� C� � .. + + .-� 4-1 CZ O U cz En �r.Ov y 'b M a p � O a a) W +- w v Cd Cl) CZ cn O s^- y O 't 0-4y r N M ;14 ... 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C N O m O 03 v' +•' Q p •� 4) •a% +�. +% N T'C L N = Q% a) > ° T,C 7 . -p N Q) +--' 0 U O p L1 O C >, >' U (n Q __ E C (n = E O U) (n O s �, a) 3 U to Q_ 0 ° E� o �? �•- 3 m C O U �C (n (Q a) Q N <TO L = m Q Q N N 3 °� `~ o m 0 a) U C a m ° i U N n cd c, U y .. +� x m .. -_ N E o L C O E m O L C 3 ° Q° p Q Q U N a) c3 m n C° N E a) o >, 7 4) E a) `- m to = N 4) '- a) m 'o 0 O a) 'a 0-a o .r ._ m i + O O cd L". ++ E a) +. O U) > L N d o C° >> ` 2, E Q a) L C m .Q (n N— RS C a) 7 a) N O O O m L= L C C m i t Q m O C N = L C �' O t— m om_ t� U C cn C U O' �; .= U 0 w 0 Q a) m +r o C a) m O o C U ° E m� ° o `� ° ° a) o ,: y N o E (6�a.E }; >,Q� 0�� E p m Q. +� z t O �_ L Q' a) > 0 cn N= M O O 0 > 0 (n tt Q a) > L C N CU (n 0 a) O O Q) U cyd cd (n Q V Q m (mj 1n V t() y 0 C U_ u9 Q. o a) a)� m m �'�_ 4. o 3 0 i' E �N m (9 L m �� C9 a C9'=~ (nn �.N o> a� 1. cn O O U U r C X Q. d°-- C D x a) 'c C C Vim= CDm �Q m a) 3 a.. a,Q �3 cd 3 (d U �Q m-0 o (n��- (n C a) (o >-aZ (n� �� m >r�m Qm C� = M ®k\�$ ® ' __@_# E0/ � /� ///o � � og _ ° 2 = m \ e %= E a)° 0 E m / Ua\ CZ k q $o C) 2 E \ o ® E 5 C m g k \ 2 � = c c C /%= a = a e t o $ ®o // j /CL E 2 2\ S f a (DE 0 // 2 \7 \\7//§ / /� q 0 2 f a a) m s E E _ 2 = m 0 X _ %/� 2 (D �0-/�/ @ awe \ $66 ® / -0 &L- > a)o / \\\ L § §0%%yq // / E E—E / // //.\\\\ \v0 0 e g m 0 mea/=>,0- k 2 0 a o 2 a �' 0 /.& f a S = 2 * k\/-0t k c _ _ 0 §k 2�0E a) a) 0 v S§ 2/ \�&¢0/ 0 �/� �� ' �2 W 0-0 > \\0a) - E 0- g - CL 7370 a > dE § $§/0\ e�//\ / 2v §$ \q±$\/ Cl o3:om g ' E & o o 0 M o a r® d $ f 2 \ \ � g o c a/ E > > ° ° ��/\ /0a�'\ °� 2 m 6 - z /2 ■ = S o° m E �E% k��/\2\% d) (D _ -. � > = m 77£7y �2 i2 �,mf§//\§ c x n w - n o e _ _ c Ln ®� o f o m- a- g m e d2w�\ 02 0§ d� > § / / ) > § / 2 o \ \ 7 \ \ j \ - _• _ REVISIONS: --__ INTRACOASTAL WATERWAY IN >X, EASTERN PROPERTY LINE om a ' ~O ui uwt f _- (BULKHEAD SETBACK —I-)) Qul W N z�n; TIMBER DOCK WT. 5'WIDE%9t.5-LONG DETAIL A: CONCRETE PLUG SECTION 7Y _ - W.O.CK LENGTH TD% OF TOTAL LOT) �J J LLo BULKHEAD LATERAL SUPPORT RTN LOT LENGTH: t29•-B^ ' OX CONCRETE BATTER PILE CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 m €G w _ BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED J �� — AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION W ts•-o �T -�' _ - - _ �_T�_-PE -T ONE TIMBER DOCKPOSITE BULKHEAD WITH CONCRETE CAP _ 5' WIDE X 20' LONG TIMBER DOCK SDOCK LENGTH TD% OF TOTAL LOT) O Z L UTH LOT LENGTH: 1291^ QQ COMPOSITE SHEET PILE BULKHEAD IT. _ 22 -]^ O W �O INTEGRAL CONCRETE CAP, ELEVATION: (+)5.D' NAVD EASTERN ZLu —_- PROPERTY LINE 0C. ;m ------------ --- _ 23•.S. �Q m cc �4p sroa - - A WATER OUTFACE LOCATION ' -�'--- WITH NATEE PROTECTION GRATE � =� EASTERN PROPERTY LINE (BIL ULKHEAD SETBACK 3.5V/- DETAIL'A^ E ❑ 3 STEELTIE-RODSATCORNER �— FOR LATERAL SUPPORT TREE REMOVAL:- -- W - -- o < INVASIVE AND EXOCTICS TO BE REMOVED, L 7 _ W `W o W MANGROVES TO BE REMOVED WITH PERMIT AUTHORIZATION ONLY O Q -- ---- ---- e4°� ° o v J rD v _ O1 m`PMi o D O o ? ryN9 LL_ m_ Yoh n > -Al W C6 M um0 • \ O ' ra N AHA it- �m WN 11-Lu -u un BLUEWATER COVE (n 7 DEVELOPMENT d- N 0 o�g b'o0 O � un u Ln N p O SITE PLAN FOR PERMITTING PURPOSES ONLY ATE: JULY2D2t NOT TO BE USED FOR CONSTRUCTION DRAWN BY: CHECKED BY: CA W ..E-: r=t D• SHEET: O ILO —ILA P-1 CADD I. TOTAL NUMBER OF SHEETS: r was — — I VAUU — I — I I — SHONA I UKIC AMU KAlbLU SEAL UP A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. REVISIONS: 6 PLASTIC PILE CAP S PLASTIC PILE CAP z 0 ' ELEVATION f0.0'NAVD ELEVATION 1DO NAVD � w O TX(' COMPOSITE DECKING (TIMBER ALTERNATE) TO TIMBERPILE W/S SECURE OUTSIDE BOLSiRINGERS TOTIMBERPILEW/ SINGLEND T. SE BOLTWIDOUBL SPLICE MEMBER AS DEPICTED. SECURE CENTER SPLICE EMBERS DEPICTED. SECURE URECG 2-XB' PT STRINGERS I I STRINGERS TO CROSS MEMBERS W/ SS STRAPS. 2'XB' PT STRINGER PT STRINGERS SECURE OUTSIDE STRINGERS 2'IMBCOMPOSITE DECKING TO TIMBER TRUSS SIP LDN 2'XB'PTSPLICE 2"%B'PT SPLICE TO TIMBERSHPILE RS AND CONCRETE (TIMBER ALTERNATE) DOUBLE WASHERS AND NUT. USE SIP CONCRETE BULKHEAD WI SPLICE MEMBER AS DEPICTED. SECURE CENTER BULKHEAD WI TXB'PT STRINGER CONCRETE CAP STRINGERS TO CROSS MEMBERS W/SS STRAPS. CONCRETE CAP \Z _ - ELEVATION 5.0' NAVD _ v j �DOUBLQE IE 11 6-5. WLEVATION 2.B' NAVD '' ` ll it V • < j i_.. �rl ,r .- - • OF BEVEL CUT EDGES 4 -MEMBERS - v - • w `r- O OF ALL NEW GROSS j _' -• MEMBERB AS SHOWN PLAN. ji '� MEMBERS O C - - ,• •• .• O -.> .. - O ® f 4'X4'Xtl4'PLUM. 1l2'68 THROUGH BOLT ITH ANGLE SUPPORT �- 1j SEE DETAIL MHW (+) 0.32' NAVD xk DOUBLE WASHER NUT. -I MHW(+)D.32'NAVD _____ ____ ____ ______ _________________ _________. O NAVD ,- _______ 1 ONAVDII :' ", s' " 3'XB'PT TIMBER CROSS MEMBERB 11 EACH SIDE OF PILE SECURE WITH 3'X10' PT VERTICAL 2'XB" PT TIMBER CROSS MEMBERS - - 6�UBLE SIB"SS THROUGH BOLTS AS SHOWN. CROSS MEMBER SUPPORT 11)EACH SIDE OF PILE, SECURED WITH 3 ALLTIMBER PILES TO BE DOUBLE NB' HDG THROUGH BOLTS AS SHOWN. i WRAPPED WITH AN ;'( - _ IMPERVIOUS MATERIAL - t FROM 6'ABOVE MHW MLW - 2.1]' NAVD i. TO 5- BELOW NEW (TYP) MLW - 2.ii' N4VD -ALL TIMBER PILES TO BE RAPPED WITH AN IMPERVIOUS MATERIAL FROM 6' ABOVE MHW 9-0"� TO 6- BELOW MLW ITYP) - - ()B.0'MLW -_- ( )5 0 MLW - - - -� 12-MIN, DIA., PT TIMBER _ - _ '.� ._� ..._ - - - • • '. _ - TIMBER PILLf PT 12'MIN. DIA., PT TIMBER NOTE:BATTERPILESpRE NOT BNOWN ''.. FOR GRAPHICAL PURPOSES. I,. I. NOTES AND SPECIFICATIONS TECHNICAL SPECIFICATIONS Prepared Ity Sea OlversTetl Inc. Date'APRIL82022 ARTICLE PROJECT DESCRIPTION P.I.a m Bobea a. ^ of rg docks antl co^crate bulkhead witM1rn the Town of Gullslream, iRAIIHe GENERAL see nfeet ene5eencetlm Na NarM Amencan Vertical Datum of 19861NAV008 or Mean Low Water IMLW), es spec fce olee on Na plane ) 2. An tlev ahon fiom Vase plansnles or spedfimhons mustbeepp ed'n (Lng by the ENGINEER. or etlevul cn nmm a la arM pace 3. �yytl'sOeoancles anion the pknas otesepeclBcatlons anpolomerbd tloc unents mull be resdvetl in Y c q Pe Lng byN ENGINEER Dpor to mnt nu ng the work nquast on 4, pp.uc4on menIrnga raU�pl lean el^d leafn�nal�tals snag be �dormee ontltlna guhdernta info Dq ble lea cedes D u e m L.pmv n n publ rat Dns olre peeled profesaonal or'ndusiry organaationa Wdnal testingrprogranu wham applwbl,, hall bB Drese^led to lha ENGINEERkr review antl approval pro, m wns=In 5. Pll rcroduSDcgounsBu grmanuhcmmtllsuppl eel for,llI proleci shall be armmparied by nduslry a¢ Ubla 6. hu M1ell folbw F�bnittl B Idg. ad. iBC 20 a TN E�Dodnn(Iatasin p ThdI11ONsa mejob s'le antl ahaldl nolHy lfle EN�INEERaof tlI p des prlorab Ma executq�n lor.rynd work S. All car ften tloni shall roles Perndanm-h-led tl'mana ons (DO NOT SCALE) 9.MmalarrsLs shown orwlled for on Nese plans shag ba"nsUlbtl as per menufadurers remmmentlehons antl DeciDr'ahons 10.0Y DmgBng Dlans for mrmllha CONTRACTOR acmpls pbns as drawn end smsponslbk for the mmpkllon of alework ARTICLE 3-MOBILIZATION AND DEMOBILIZATION 1. 11 Is untlerstood Mat Na nature of Ns protect wl0 require work over wamr an0 access ro mnspudlon areas's regdred far material atonng hauing eralon or mnshuchon All laalB es public or prhale used fa W yu rposes shall be ma tits ne0 and re tl to the or 9 nal form after completion of ppooled acDv les 2. Tha CONTRACTOR shel pmsem a Sh popprigreSlockp Ie antl Atlm n sbalOn PNn (SSAP) ro the ENGINEER rot pp The plan shall ba spedre m N Pro ject repo remen6lm the pamwlar makdaE b be tlafnemtl ro m It tl ciiD ngg tlelive Inis sla* le auras mm re ma nU netl the eo tertian spec porary OebrLWrash amra� a as rompore gdtl ofim (.la Idw ) g urey and a aleIsor IN m..linen to mamlain in safey on Ne 3. ThCONTRACTORshell Ds, Nat the OWNER on have tlai gneted ane preasleDl'shee areas for proeud ry Iog try antl pp b ma-ols tin Ilor npaR 4. Too ENGINEER hag have Ne rlI9lit b exert m reaso^adle alMatwns or aedMlons ro Ne pb^ (SSAP) Thm nd ngs shall be to natl m ono nal8rade and Copp ng (sod tma rover esmbl shad roatl etc M i g'C pletron' of Na purled. 'Completion s tlef tied as mmdahon of an agreetl upon st of punch sl I pled tna Warmed prgedwalkNrough helisalatmelh" NTRACTOR=1hsthepmled to be S b b itIty Compplete' peI tth. Co ark CTORs respondb'I y to mord too, antl pay rot necessary IN- k occupy the s to ano ARTICLE 4- SITE MAINTENANCE AND SAFE 1. The CONTRACTOR shall mamtain a viean and neat stla void of Ioosa debris, tlsh, remnant pads or 2. T2mnais sh receptacles and removal serv'w shall be ma bon' by the CONTRACTOR spec fmly for th s project Enktlng such fat I't es shall not Da used to malntaln Ne pm(ad. 3. Tem� rary debris p las shall Ee mead n number es much as pmcbml ane mnl.inetl n tlesgneled areas until I. Debris and trash shall^ol besmdered nareas Dula da the gm tad eesgnamdereas et any lime. 4. 1gRham m h e( rpro eaY� R. Dtadas du. besalowed vadbw et sn�y tlmbe removed hom g y p 5. Tha CONTRACTOR shell prepare end subml a Ma titans^m of Tmific Plan Brat apples to vessels vah des I. ps ENGImNdEER for renew antl approval bampre wmmledi cement of Ne planes rgpsa and must be suDm'Ced to the .or Anthd. rhou 6-.I Thd bryrye opeyynlm�mvvGih. publacllosome extarR d-en.wnwimc8onI The sa(ehcof .In s patrons of Ne park TThh. CDNITftACTOR sna0 re�paezI IN dsottor ppov lbyyd�eery .GC ER LTOR i. The CONTRACTOR shall tIt ell epPi mNe kcal, slate antl fetlaml mess hKorEing slto safey antl ma ntenanm. ARTICLES -ENVIRONMENTAL e = Y (A U Z / al"' W�'L a W z Q�� £� ipn W O ,7Q% JWW w m=� Otle �pl J m W 'f0 i nN Is - J JQ QF �W a� aY H p 3 H E - f N y = gg Ne} 9� y 2 0 W YO ; iaH. H O W a� za LL -O0 a Is � i C < TYPICAL SECTION DETAIL TYPICAL SECTION DETAIL SINGLE PILE DESIGN DOUBLE PILE DESIGN SCALE: 1'=2'-0' SCALE: 1-=2'-0' IXDEC DECKING - P.T. STRINGER WISPLICE _ _ P.T. CROSS MEMBER - PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS TO TIMBER PILE WI SINGLE 1I2- SS BOLT WI DOUBLE WASHERS AND NUT. USE 36' LONG SPLICE MEMBER AS DEPICTED. SECURE CENTER 12' MIN. DIA., PT TIMBE0. PILE 3'XB' PT TIMBER CROSS MEMBERS STRINGERS TO CROSS MEMBERS WI SS STRAPS, 61FAGHB18WEPILE.SECUREWITH LTS 1&SS SIMPSON STRONG TIE OQBLE SIB' SS THROUGH BOLTS AB SHOWN. 316 GB TWIST STRAP (111 EACH SIDE OESTRINGER SECUREWIBe 316 rn BB RINGS WINK NAILS Q r ,_. ., ,.... _.. r` Y LT51B55 SIMPSON STRONG TIE 316 5S TWIST STRAP I) EACH SIDE 2-X6' PT STRINGERS (ttPj STRINGER ATTACHMENT DETAIL STRINGER SECURE J/ N.T.S. Sd 316 SS RINGSHANK NAILS (TYPL 1. 1A1 FbdtleSAGE))DegmppaqNnent o/Env mnmentalP lecll IFDEP)ard UB Army... oI ENGINEERS PermX SUG edfic Calntll'o poi the pmpeeunn sMll by btiletll d Ne ENGINEER enE rmevoexNeae sobs conshudion 2. Tlr CONTRACTOR shell be n bl br ly g iN apPfmbb resnlirg permit go,"mposed by Ne kcalm nI.. I�Iy tam or;edar Ep n ne 3. The CONTRACTOR hall pay pe.. ftanhon ro Iho amndam stela mndllions for manatee'rhoodion during mn.u..h and shall nimbly wth Nem(ally. ARTICLE 6- CONSTRUCTION SURVEYING 1. The CONTRACTORis resyons,N, for hor¢onW I verdEsI mntrd establishment," I'Mon layout or any other survey eftoN requimtl m mmpkte the project The ENGINEER call provide Ne CONTRACTOR existing sea benchmark inrorma5on kr r-snm. 2. Method! 0 continuing IYoul-mnrot of work tobs submitted I,ENGINEER for approval prior hibeBrnirgUp 3. Thes ON�TRACTORIs aMiseO Nat mrtificadon of the purled ekva8on and elignmant is requiree for final pmnm INwork. 4. Theme CONTRACTOR call be requimd m pmvids a hnal'Asbu9t' survey after wnstrudi- The survey must De mndudae aDd osQ. by a Stale at Fbritla limn of Surveyor IndMapper. ARTICLE T- CONSTRUCTION SEQUENCING AND HOURS OF OPERATION 1. The CONTRACTOR shag provideaschetlulamatdemos or proposed sequenceofh.ENGINE R estimated numbeTINmlentler days and mibsmnes for mejormmppnentsINwork. Tha.-to ERshpllbe n tifietl in ativance of anyy ��Mendetl changes to contra lion sequencing, required agerahons to ovaree project tlradulea Or tleviatlons hom No.=mdesmne Bales. 2. The CONTRACTOR shall note coal Ne OWNER may11 mimit hours of opbDamtion end require Ne CONTRACTOR re lmobil Opya irons,nftdlggbM ollimgadmpiledri gpbroth`Genre/br9e equlpmanlmlateda Idss ntl sdfiod.a That produw enm rva ^Dim, vbmlion, dust' Omer air gvafiy imDads, maybe limitee to sps6rc timaframes. ARTICLE B- DEMOLITION AND RESTORATION 1, The CONTRACTOR shall acquire all necessary buikln9 permits from Ne local munid,liy priof ro mhnno-lo k, g 2. P31 Een .on debris shall be rood! -its or disposed of o en appmcceel. manner. 3. Dorobldan of.,o swdures may ind do the mmoval IN exrsling limbo les. ExiaD les ro be reDkcetl are gg y Epp to ba removed In Nelr entlrery ant may nIN be cut or broken unless di;=d 1B the ENGINEER. / y broken piles, wheppther above or below grade must ba marketl and mpodee m the ENGINEER Th. CONTRACTOR dull ba 11hi NEERkl Ne remove of any or allpb ra,no, resulting from lha eemINiti d h di-tod by the 4. The ENGINEERmay al merdescrehon tl d nderwaler'b,I, con of h 6h' ane atllamnt to do ton to ensum such areas are de dfres f nant debts The CONTRACTOR hall De responsible wnButerdstn tea-tinmprD er wmmnegd IB tl b ndutl ng but not 9m letlmbmber remnants uDlhy 5. The COMRACTOR shall mntludall tlemolNon aclv6es-n skirl mmpl'anm with County State and Feea21 Perm ls. 6. The sga shall be resbmd by removing end fn shirg all e,Idenm of m ,sW Induding temporary haul roads, s o"I. areas vegelstkn and bnduapa antl auras mgardetl for mnsbulion ARTICLE 9 -TIMBER v 'moo moo+ q V+ m �S ~ '- O ; p m 3 a it Il o o - 3 of C o dFnn •••` "" ¢uzi r� �•'•• E� 6 c Q Q:........ ycy. Fom O �� 12oHO F _NiW i Q - v.a U . � i i° r Hews h : Qei 1,E� u m tint: Pad...• 3g i O � Z o NI O d m Ili O U C a �IS N'0 W O OHO IAA � • a O'0 `0v3W N sp LL i �` y = Y' ; N RN N 5s m O O 0 Q t:a WIn dN a O TF m a to (0 sO" Q W 4' (' O O C J I-J -, 1. Timber st-ral mombars shall be spumem yellowp na no 1 dense wltoo 60 p�f Chmmalee Copper Arsenate gCCA)br9 antl conWd, for ag nom nal sues 2'x8 antl above. Deck boartls 'f tlecluny tmmpos le 1/2-SS THROUGH BOLT W/ 2'XB' PT SPLICE TYP hall De o1 rypa Copper Azole Tym C (CA-C) Each p em of lumber shall Da idenhfed by No Breda antl DOUBLE SS WASHER ( ) 2'XB'PT STRINGER (TYP) tresbnenl mark of a remgn zed mgadiugon or title entlanla an rgfe0 by NS Amerimn Lumbar Standartls Comm des Treatmml stall be as mrA PA Slan eN 18. ABBREVIATIONS AND NuryttP) S `� SS STAINLESS STEEL ARTICLE IO TIMBER PILE3 PT PRESSURE TREATED ttP 1PICAL .IN MINIMUM .IA DIAMETER HDG HOT-0IPPED GALVANIZED DOUBLE 518' SS THROUGH 2'X8' PT SPLICE (tt ) BOLTSWI DOUBLE SS 2'%6'PT STRINGER (TYP) WASHER AND NUT C-) __... ... .. -- - - - -- - - - -- ' 1. T o. pies shag ba 12- m n mum tar measuretl 3fi' from m 1 ee) Southern Yelbw P'ne (SYP), No 1 son gradewNmrn _-_ pd CCJ\yn pop rq� treaMent moat be in amortlanmwNAWPA C3 and ClBaaP le larWgmfahell ba 30 aTh'BL 025 Pressum 2. Pressure treated SYP Omber les shall have a mtec11 p le vita Nat ex1snds no lass than 6' above Mean Hgh WalerIMHW m6Q below the Mean o Water MLW. Pla wrap lord0,1111heav- ) Doryry uy tluy HDPE (Hgh DensyP emykne), Nats cNre�prcof aneWress LTh Mness shall bay60 mil mnmum. InsNIIwNfi'ovedaPusmg 1114 MSSn. IM1ank roofng I's at 2'ocabrg enlreseam. 7 1 /] r�L1Fll } Y .'._ ARTICLEII - HARDWARE VERTICAL DATUM DIAGRAM MEAN HIGH WATER INSTALL NEW t2' MIN.OIA. PT TIMBER PILE- MINIMUM EhjBEDMENT 10' INTO GOOD BEARING MATERIAL CONCRETE BULKHEAD WI CONCRETE CAP - ...... r_. _ _. 2'NS COMPOSITE DECKING (TIMBER ALTERNATE) 1. All asmmDly hartlwara Induelrq s. Ns bol6 ane washers shall De 316 sta nksa steel. SOaws lm th. decbrg shell De sle nless steel r m 316. E NGINEERS NOTE. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITHIN THE APPI3CABLE BUILDING COOES 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 PROGRAMS IN CONNECTION WITH THE WORK GATE: DRAWN BY: MAR. 2022 B.H.N. CHECKED BY: SCALE: W.T.B. A3 SHOWN NAV O 1988 21T MEAN LOW WATER TYPICAL FRAMING DETAIL SHEET: sLALE: r=z-0- N NOAA TIDE STA. 8T2-2148 "DELRAY BFACX" NOTE: DESIGN FOR CONLEPTUpL APPROVAL OF DOCKS ONLY NOT TO BE USED FOR CONSTRUCTION c �I C� CADD ID: TOTAL NUMBER OF SHEETS: 2o-ieel.sh.1-2D-d-PILE.04.ob d9n N-2212.16:12 PM SSA DIVERSIFIED INC. III a LOT A 4 n ScI I —44 / 7 ARCE w PARCEL 2 r VEA9.lEllT SCUix LIE OF NEi/4 a� WCLIS 4/46/U ' lm AM¢anf afa sel vA¢ep —�— NOT PLATTED PAS O,KT POPIW O= 7AE AOPDEAST OLMER 4 0, SECTA?/* TOWIHP RlLONS RNAE U EAST PALV LEAa/ O104 LESC7Em AS LEG~ AT 7AEN/FR5ECi O" TPEEASTWO' OF WAYLfE O'STATE M740 PA5 (A.07�M fID'RK PKfIWA1� MD TIE SFJIN [/E O� TIE NNIIEAST Ol4R L V+ ANX OT CTlOV 4f.FFI3INTO NlO N3B'EMAL' VAZT �L A AAQ d: Iu4,B TO A KNTW W6TQK CF WAY lIE 6 /FE MRAQl45TAL WAiFRWAY AS SFOWN OJ PUi[I70'( !1 PAQ N +l A@C/ilV'ffi O�PAW ffA01 G]NrY, Plank IFDAE'NIPO.>8'� ALO',C SAD WLS(IxNT 6 WAY ll{ A LSTMA7<629007 FEET ro A !WT Oi A LIETl4A0 FEET AIIfM d-AN) PARNIEL r0 TFE A7NHlIE LF IPE NUTIiFA KflG S4D PARWED FAULLI TILE , O<44D s-C/XIY,; IFETCE 569'N L LSTANi O'ILf10]B FEET roAAY/! TIE xfTIESS47V/$ AL=5ADE AXHTO'WA fFID1ALFRiM'AY,� PlOJS PEST ro DEB OF EEzrim LfE; A L15TAAAF O' 03WAMO 37916 MME FEET OR 76 AOES NOE O: Lfss TITLE IWORMATiQ� THS SUTVEY 91OWS ALL EAS04ENTS AND RGITS 0� WAY AS STDWN OV S0,ED -E" AACIMW LAND TITLE ASSbCAYKTJC10ahFf TI7LE ASUW,CE FLE NO. 2004844Q DATED NDVUMR 2� 2021 TDW AND CODTla S OF DSCLAACR ® AS RECORDED IN DEED BOOK 1034, PACIE 257 DOES MOT AFFECT SUlECT PARCEL PARCEL SU3ECT TO TERAS AND CONaTICAG ® OF A07AX AS RELX1r3DED IV CFF7CYAL RE02R95 BOOK 70339 PACE 1534. TRADE WINDS ESTATES FIRST ADDITION purmxa nia J LOT 24 WLfEFLAT LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 ecar 22 vAa=u �—d-- p ' aI �A�rA��A� ADP P AR C E L>v 2I"Ns ;` a II�NaM �A,�II � ..4 I KT wa I .]D eaNO MNxmffeT�.a®9 , a NOT PLATTED l AE>Eer mfrlr 7Aur nu 9RVEr wAs AOOE LfaEx AW /Est aLnArE Aro AEErs rAE srAroAlms a: PwAcrTCE As sEr Faux ar 7AE noaoA 66N0 LF PAP'ES O& sUlVFYaS EC N 4MO N aW TATV FLadDA Aowar7umE roDE PIhVLW! ro gc7Kw 4rz9n, FLOd0.4 sr6rurEs ai D. �e PAUL D. ENGLE A SURVEYOR & MAPPER 15708 SUfVt T(f0 MJIt� 3' Lt(Sflt COW - IXnv87E WA - WATER ACIIN CV. - DATE VALVE BFP. - 94CK FLOW F7+EYTMTR ORH - CFFAIAL /EQ19S BOW PD -PONT OF LEGi PAC - PONT OF COMI/TXf11Q? iCN,/,6/,36 ASSIAm TO SECIWN�,'/It15*A/EU - SCMN 4. TONIEIP 46 SUNH PNIE U EAST a=�. X OIMIMYPAAEL m CUM 0977 A m 7F 9fiLC F EFFEC7M1EDAM- OCTOYA4 FLOOD ZOE' X: AE IF1 6) CQ I PAAEL /Q �SD3 OIDI F LTFEC7Nr O1/E- 0cTQ>ER4279` ALL 0106O5 9AWN Lu4D Of STMO/FD US FOOT /HS 9Rl2YAEE757TE ao9Ja OF I Fror AN � AEaJiEV FOR LgMEROAL WFERry IPS SLRWYN6 AO MAh—EM LEVEL LF Q09/E O�ifOOTN OV fEET AS REOIEDPTR QIfE7Kl4l A9r AAEDLAZ QONE WAS AC'EYID 6R K n AAiDVAIA AA0'AEAR7EAEN75 s VER710k. FLTROTlAL AAD AAALM LXE1liAY�6 MsA MAOE7gN17AWASAL4lEAlf!TARSOi OQ'ididlfD FODIETS LOT 32 ate MAP OF BOUNDARY SURVEY ENGLE LAND SURVEYING LLC LAND SURVEYORS CER71FICATE OF AUTH00ZATION 1LB6447 S'LRVEYOP AND MAPPER IN RESPOAL4'BLE CHARGE• PAU. O. ENGLE 955 NW. 17TH AYME, SUTE K-{ DEELRAY BEAat FLL19'DA 3J445 PHOAE'561-276-4501 FAX 561-276-2390 -jX;WT rwiNra o-'vea�wr 'wfOf uNc JAN 12 2022 TIU SNX PAX W ad)F.P Ni 9T z94d� 0 W z 0 C!) 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SaOO � m Q w dO N(` U) C co CD 3: p O CA E 0 m (0 CO a) m _ .L __ 0 U- CD •O N C7 .4 L6 ^_ U b U th > > > C .m d X w a� L -a C O O N E .LO _. 4) O n. ,r C 4) > L C O a � N C a) = N C U C.. y N m O mQ N o) c a O a ccm ao N d N r N a) L m o E a O O N t C . d .E L c m Mo ( a O O = E y a� E o m c O 0— EZ a) L O L N a� c a;} c 0= jCl. C Y CS L = X o m E m m N :2 E m c o O O = S 'r O N L 0 C c® a X W I N a) } C a X W O O O N co Q Q O U- t0 O n a Q c a) E a O O � O L O O N C O N U N a G) Q (n REVISIONS: �'''�!i�r 4P! INTRACOASTAL WATERWAY 14 0 H y 202 o x< Qa Z Fp =a= 44 F EASTERN PROPERTY LINE (BULKHEAD SETBACK-ll--) p. W the N ,� TIMBER DOCK 11 WIDE X 91 S'LONG CK LENGTH D� LOT) DETAIL A: CONCRETE PLUG SECTION 7Y OOo JJ -- - - CONCRETE BATTERPIL SUPPORTCONCRETE _ `CONCRETE BATTER PILE NDORTH LOT U.N.— 29GTA PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 m o' F _BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED i9-o-• y f-- -___— AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION p i WITH CONCRETE TIMBER CAP) - - �_- _ -- -� S'WIDE %20'LONG TIMBER DOCK S'WIDEX9t.5'LONG OCK LENGTH % TOTAL LOT) SOUTH LOT LENGTH:1 28•A' U m Q� Q y 9� COMPOSITE SHEET PILE BULKHEAD WITH �� Oul INTEGRAL CONCRETE CAP, ELEVATION: (.)S.0' NAVD _ --_� EASTERN Z Iti Fx O W s9 PROPERTY LINE Ca 'I -'•^ STOR WATER LOCATIOPi • _ _ _ - _ - - WITH ANATEE PROTECTION GRATE EASTERN PROPERTY LINE '�� -- (BBLKHEAD SETBACK 3.5'+l-) w � _ a p a DETAIL o a a N " E III ^z — n 3q 0 we cl n E- o o E-,. STEEL TIE-RDOS AT CORNER I FOR LATERAL SUPPORT , �Q p.(;� J'>s.� H `:, •: `AWN _ D TREE REMOVAL: -------- D W � w E AND O BE R C REMOVED WITH PERMIT AUTHORIZATION ONLY MANGROVES TO BE REM TO BE REMOVED MANGROVES - ] - _ � G A" w, m, z N lj Q Q Z xc raT D w y mNv W O Iq'1 •> O \ Nw� RLLNN n N L1 w u� I� \ O �' .. i i.< NMP44 �q Q 1 11 I a W o3 � a m on (� a_7 LUEWATER E B DEVELOPMENT ccl -'L --E --� 0 -t ory Ln u� Cn N p O SITE PLAN FOR PERMITTING PURPOSES ONLY DATE: JULY 2Dt1 NOT TO BE USED FOR CONSTRUCTION DRAWN BY: B."•"• CHECKED BY: II r=t p• SHEET: cc0— cZ_ b P-1 GADALD ID: NUMBER OF SHEETS: PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIOA. REVISIONS: 6� PLASTIC PILE CAP - ELEVATION ITV NAVD B PLASTIC PILE CAP - ELEVATION lO G NAVD r gyp} 01pIJ o/ f l n t 2'X8' PT STRINGERS Y%6- COMPOSITE DECKING YXB'PTSTRINGERS SECURE OUTSIDE STRINGERS TOTIMBERFILE WISINGLE III SEB UONI CONCRETE (TIMBERALTERNATE) DOUBLE ABHERS AND NUT. UBE36'LOrvG BULKHEADWI SPLICEMEMBERABDEPICTED. SECURE CENTER CONCRETE CAP "' STRINGERS TO CROSS MEMBERS Vin SS STRAPS. ELEVATION 6.0' NAVD ./., BEVELCUTEDGES y; - ANGLE SUPPORT \ • DETAIL MHW(+)0.32 NAVD 'r :' MEMBE SU SIDBERCROSS MEMBERS MEMBER SUPPOCH BIDE OF PILEBECURELD WITHTSAS 6'9' HDG THROUGH BOLTS AB SHOWN. MLW-2.1]'NAVD fLL TIMBER PILES TO BE WRAPPED. ITH AN (\ IMPERVIOUS MATERIAL / { j FROM.'ABOVEMHW - Y �, '1 TO6'BELOW MLW (TYP) `'�( ( ()5 0• MLW / .,. -MIN. DI>. PT :tiff f �;,� r�TIMBER PILE - -'-_" �= - ' - 2X6 COMPOSITE DECKING(TIMBER ALTERNATE) YXB'PTSTRINGER 11SSECUREINGLEV SSBOLTUTSIDE Wl STRINGERS TO TIMBER PILE W/ SINGLE VISS BOLT W/ DOUBLE WASHERS AND NUT. USE 36' LONG SPLICE MEMBER AS DEPICTED. SECURE CENTER STRINGERS TO CROSS MEMBERSWI SS STRAPS. 2'%8' AT SYRINGE 2'XB'PT SPLICE 2'XB'PT SPLICE CONCRETE ' BULKHEAD WI 2'XB'PT STRINGER CONCRETE CA 1!Y SS THROUGH BOLT WITH DOUBLE SS WASHER AND NUT. -_,. -. �= �-- ELEVATION 2.8' NAVD F BEVEL CUT END OF CROSS Yrl O G MEMBERSSHOWNIN PUW. 11Y SS THROUGH BOLT WITH DOUBLE SS WASHER AND NUT MHW(+)0.32'NAVD �nstruction L----------- - ---------0NAVD 'YXn'PTTIMBER CROSSECURE S ..IiI EACHSIDE OF PILE, SECURE WITH / DOUBLE 5I8' SS THROUGH BOLTS AS SHOWN. * ALL TIMBER PILES TO BE .BLE WRAPPED WITH AN MATERIAL FROM 6'ABOVE MHWTO 6'BELOW MLW (TYP)ARTICLE ( MLW-2.IT NAVD ' j- \ / 'j \ /S !!� 4-0' ►{ Y .� / •5-, _ _ (-)5 0' MLW - 12" MIN. DIA., PT TIMBER I; T 5 �, - _ / .,,.f`.. 12' MIN, OIA., PT TIMBER / NOTES AND SPECIFICATIONS / 6 TECHNICAL SPECIFICATIONS PIN 5 byy Sea DnarsiYmd, lrw. Dab LE1-e.2022 OJE ARTICLEI PROJECT DESCRIPTION 1. Tire prRecl inductee carsbucMn of mayineldxks erd o«rcrale bulkM1eatl within Na Town MGulStream, I ARTICLE 2-GENERA NOTES 1. AA elevations ara�n feat and referenced to tna NOM Amencan VaLMI D.W. of 1M (NAVD W) or Mean Low Warol(MLW)azspecifiply I Ion lM1a dens 6 lle Vre Oevatgr w be ronsideramwdw t snpp�gxtnsen0t�peEEcNGalbsRoWr`-$U mensmus re 3 e 1s�T¢oa Via Plans pet m «DM docu 1 tM sdvead erg by the^ENGINEE pnorfo wntn 'rrgN Y k 9a 0All mnahucbm manufadur ng labncel' d y SmaNreM1NlflCI. W- Na oral slats and fed Iatl dl l untler recommentl t p Cad nubl raynsof resGedad VMeorns MatenaNebrgre apMira^k.� s^M M Presenbd to the ENGINEERfor rev ew antl eppppmvel prbrlo construct S. NI Drotlu[b ron5lructed«manubdueeNsuppliedforlhe prgect sM1aAMapcompari ed byndusl a tles Rr nu ryaaamadem=a• snail f FbrWa Bdb'rg Code FBC 2020,p----BNAVD ]. TheCONTRACTOR, subcenVaclo1c. sM1aA vardy alltlmerrsgns Wa ntl sperificetions and rro andshall n.S Ne ENGINEER ofany tliscrepanc as prior ro Nof any LOS�Xlii B. NI X OmensionssheAfakepravretle^wover letl tl'mans one. (DO NOT SCALE)CROS 9. All 1 nab shown«colletl for on these pens snaY be-nstallednWadurersLnnnn.ntlahonaCROSS 10. By ^BPbRs /«permit Na..-.TOR accepts pons asdranand is rasponobk iwIMPERVIOUS 3- MOBILIZATION AND DEMOBILIZATION ch G rpo nail De mamb'rred and q 'red b t^ 9 naI form after mmPlatlon of poled acbv ties. 2. Tin CON TRACT OR shell presents Bh np rg Slxkpil tlAtlmn into Plan (SBAP)to Ne ENGINEER br pprovaL Tha pan shall De sDedFcrotn prof mq mall. /«Ihe paNeulaImato robe tleAvaretl to Ne die desWDn tlelNery po ds sktlrp le areas temporery OebrWlrash ¢bra a a amp«ary fieltl once pp g9ee («d. ullbea ma nla netl lMre)fanarg secuMyaM aslatement of wmmMen1bma ntanng safety on Me aT1 CONTRACTORs,",de NetlheOWNERwI^avetlas0natetlandpre�eslebl'snetl ereasfor podud tlH very. st«a a asaembty and pose bly in nufadun" eA «m pa L 99 O. TMENGINEERSMA nave Men M1t to exerase reasonableaMra)lons«addibnsbthe pla^ISSAP) 5. Tire s to wrmPd rg MII M etl to l Grade aM lopp rg (sod tree rover, establ shetl matl etc «g fdbv nB'CompbM f the pmject 'CompbtDn dafin K, as oon, hon of an agreeE upon I d of punt^I'sl lams rompap lWpeytl In annd d pgad walkthlAth heltl a1 a nine 1M1e CONTRACTOR rose tlers Iha propel W be It I.thaCOMR�ACT10Ra reaponsbility to obodl.te.e pay me ry lbn too pY sle antl pabrm Na work. ^d ro cessa ub' au me - ARTICLE SITE MAINTENANCE AND SAFETY 1. Tne CONTRACTOR s^all maln,analoan and neatsle vodof boss deDns trash remnant parts or 2. T2.I, arecsaDlades antl removal serYce..It Ee ma nta ned by the CONTRACTOR apes flo,ity b this Project. Txn n urnb u'res span rrolM usedbrtmbbin the pmpd. po ry tl br' p�Ies snhaA mdad n ^u�m as much iaga aGa^tladwnm netl n de aarralad area¢ unM tins a has sM1 I not M - 1 desgodatl are s al arty time, a. Rgemoval of tleDndtrash Shan MschedWetl ass is to not aAmr pp�i¢¢ggroreach five feel she ght or ea bl on ten feet n tl amalar. Debrrs rM v tlwAAvv rrggee Nan tivsse d men o s aM1Nl M removed from b w,^ n fv%-e7 tld ya Receptades dmlfnol beranowed b Overflow et:p Lma CONTRACTOR sneY prepare erd submR a Ma nlenance of Trelfic Ran lM1at applies to vassals va^ des end esVrens m w Gpetl TM plan must De ng indutl ng skalcM1ee or tlramngs antl must M su0m aed ro I^a pa B. Ttn CONNTRACTOIR A SM1e1 nW tEat Vbi s pr lecect wns sls ofnwoork eta puN-c k Uat wT 4n e b ope Ie aM DlryevopaoonlIsWbv th Prdct"""t xle^Itlur ngmnstrucbon. TM safe of petlaslr ens pswns al lire park The CONTRACTOR shaO ppmeeapryare ME Eery planbr pPtla'elW Vre�ENGINEER�CTOR 7. TM CONTRACTOR sheA Mlow a0 appoceble IR®I state antl lederd cotles no,, N ng s to sabty antl maintenance, C Z Y V Q y WET+ nU �/ m O QZ� eo W Q F @a tea= pia ;EMBERS JWw;nH pSEE J =o1 J J a WALNEWCROSS Q m 0 $q U 3 Z m^ 0 gQ 046 a Q W a j ; aw Z Fi d 5 0. w !� O fL NOTE BAITER PILES ARE NOT SHOWN FOR GRAPHICAL PURPOSES. ". ARTICLES - ENVIRONMENTAL - < '.... TYPICAL SECTION DETAIL SINGLE PILE DESIGN - TYPICAL SECTION DETAIL DOUBLE PILE DESIGN 1. AFbritle DepaodmeRlof Env mnmenbl Pin n(FD.Pno US Amry C«ps of ENGINEERS Perron (UOSaa4�fc oba'[onVvbN.e permi�aM1a9 Ey oazM�a neE�f d t^e ErGINEER Nd of end prwrtL t Ilion. 2 5Tha CONCTRALTOR Snell ba SsPpQoR role f« �omCCtyrig w" appl carob res11,,onil wntlnoonnsa'npoaed by nrebcalmunkiyuanryry hro «letleral government 3. The CONTRACTOR'sAaR pay paNcubr ode^non b Ure atantlard dare-ditbns f« manalee pnnot U.n d.,l, `eazlrr'anena da ollWniply mam""A' AR CLE 6- CONSTRUCTION SURVEYING `w rn _ n r n « $ Y-._ p 3 e pt A a q a a' _ II it E E o g si=^ 35o_worr Dm SCALE: 1'=2'-0' YX6'PT DECKING P.T. STRINGER WISPLICE P.T. CROSS MEMBER - 12' MIN. DIA, PT TIMBER FILE LTS 1855 SIMPSON STRONG TIE \fir-31655 TVYIBT STRAP 111 EACH SIDE HINGSHANECURNAILS I U 316 - SOF S STRINGER `-` - :..:. - - -- - __. -". _. r:. _ LTS 1BSS SIMPSON STRONG TIE 318 SS TWISTSTRAP 1)EACH SIDEi� STRINGER ATTACHMENT DETAIL STRINGERSecuRE 1>II So 316 SS RINGSHANK NAILS 3'X8'1 1 EACH �UBLE �.. _.: I L SCALE. 1'r2 PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS TO TIMBER PILEWI SINGLE 1l2'SS BOLTWI DOUBLE WASHERS AND NUT. USE 36' LONG SPLICE MEMBERAS DEPICTED. SECURE CENTER TIMBERCROSSMEMBERS STRINGERS TO CROSS MEMBERS W/SS STRAPS. SIDE OF PILE, SECURE WITH SIB' OF THROUGH BOLTS AS SHOWN. -Ana - - - YXB' PT STRINGERS ITYP) - 1. TM1e CONTRACTOR,. rraesspp side for h«¢onbl l vedbal IVbol bMbbbshmenL wnshudion layau rry oMer survey elf«t requiretlrowmplele Ne Poje TM ENGINEER wdl pmvMe tM1e CONTRACTOR existing�3a�Fuw benrlimark inf«mabon/or reference. 2. Me1M1wcM cennnuing byout and conlml of work ro Msubmidetl ro ENGINEER I«approvN pnor W beginning 3. TMSGCpONTRAGTORis ativLsetl mat vredMcelion of tM1e Drojeat elevation and algnment is required t«final GONTRAACTTOOR roil M repuiredtoprovgeafinal'Asbuin'su Rer cvnsVu.iion. The survey mudM 4. Tne rvev a mrdudetl antl cedartd by a Sate of Fbnaa 6censetl Surveyor and Mapper. ARTICLE]- CONSTRUCTION SEQUENCING AND HOURS OF OPERATION 1. TM CONTRACTOR anon Povdea scMdublMldebils Me prop- seque«a of cenatnMionmi esgmatatl rmmberot mlevMar to and mledones for maf«mmporrenLsdw«k Tha ENGINEER SMAM d-uules otl E atictmsny inroMed dwyu�'e=a'on seyue^d^g, reyuiraa aft-tions to-.11-j-- 2. The CONTRACTOR shehAonmote Ell ft OWNER may Lot FDurs of ope2lion Z=uire Ne CONTRACTOR to scMeWe daiY wwk activities as necessary to minim¢¢ disruption to ca^mo parr achvilrez aM atliawnt sldenms. 0perelions, indutlirg but rml limnedropAe tldvlrg.«other sane/large equipment rebtetl adivI- M activities Mal protluca enmsive rwce.vL2lbn, tlusl«otlrerairquaAAimpac6,may befimiodtospeofic tirrefremes. ARTICLE B-DEMOLITION AND RESTORATION 1. TM CONTRACTOR a 11 acquire all noce bolt, pernds from Ure local music FI, Pbr to commencing 2. AI tlenrdig«r aebns sMll M removetl ofldte «tlisposetl of in all epprepiatedes.nExistin ro M repbcetl are 3. D«rolttbn of e>Jstir�ggahucWres may irrgWeftre removal oletitg Bmmbbee p gp� ro b removed In drelr enfir.1y antl may not be ot «broken uNess directed by V:e ENGINEER An broken pies, wheroNrewr aDova «Dabs grade must be marked «d repolbd ro Ore ENGINEER Tha CONTRACTOR span be TEINieGIN WEN ER removal ultles«« all pde rermanls rg hom Itre tloemdilmn activrhes as tlrrea by 1^e a, don Aftn to enwr�e suta�e eaa are of nV, end h�eeaot remnant Uebris me CONTTRACTOR�almraI Wn.-7nndd am emnaa"axrgpmen�emol lion aebia bdudng Dul not 6m tea to timber remna^a, utilay s. The LOIRRgLTDR Shan mntluct al aenwfNon adrvNes nsbM-pl'anw wah Oounty, State and Federal Pon... S. TM dla sheA M resrored M re Ing aM finish'rg a1 ev dance of consDudbn Indudirg temporary nnul mods, so". areas. vegatx ion and brdacapa and areas regarUedf-bucbon. ARTICLE g-TIMBER ,.•"` " KeB °P•"'-`�✓/'., =o rz = nOfm Q `�y= 'sLLa u : L U �'A.._2 z ' '^ : y5; S w F -;f "'•........•'''ft�� 3O-zi7 IBrI (f.......... 942y O V T•N s} Z Ib �' E t•T O 0 0 ? R tV Ti W P G=�q` ly 6o YOC]» _ _ W w D LL N U p, W .2 y U m O > Ta ` y m 0 Z D e >,h R W W V A C y r ^v ��j (TYP). N.T.S. 1. T mbar sbucWral members sM1all De sougrem ye0vn yirre m. l tlensa wM 0.60 pa(Chmmaled Copper Arsenals (CLA)I«gmuMwnbcl for al nomnal area 2kB-aM above Deck Wartls.l�ttki rptwmposil& ^atl bit. f type Copper Amle Type C (CqL). Eazh grace d lurroer s^aA be identifiad�y n gratle and III SS THROUGH BOLTWI YXB' PT SPLICE (TVP) Ueabnenl mark of a ra«gnbetl wganvanon «vdeppeerdenl agercy ceNfied Dy the Amain -an Lummr•-� ABBREVIATIONS D NUT IS WASHER 2'XB' AT STRINGER (TYP) SbMaNS Comm Vag. Treatment shall M az per AW PA BtandaN GIB. ARTICLE 10-TIMBER PILES SS STAINLESS STEEL um tl amaler 'measured 38' imm rop of pie) SONnem Yelbw Rne (SYP), PT PRESSURE TREATED DOUBLE S'8'SS THROUGH YXB' PT SPLICE(WP) 1. Tunb«Ones sM0M1Y um 25 pd CCA ppeesure Veavnent wnlorm rq to ASTM D25 Press«¢ BOLTS W/ DOUBLE SS 2'XB- PT STRINGERITYP) No.l darrsa gretle AM1 L3aM LIB Plel NSM1an ba 30 feet'-` TYP TYPICAL WASHER AND NUT (TYP) Vealment mull bB cc«Uance wiN AWPA mp ffi�i2. Pressure treated SYP tl tierp bs shall have nmtecvre pJe wy tlra[ axlentls ra lass Van 6' above MIN MINIMUM Mean HS^Wet«`MHVv)ro6'Mbw Ure Mean Low WalerlMLW)Rb wrzVVmalerW SMAMMary- HDIA DG DIAMETER HOTDPPED GALVANIZED - - - dory MOPE (Hgh OensiA PddyyeNybna), tM1at rs B ES n proof aM W redslanl Thkkneu s^a1 Da nn. rNn main. Indan w;tn 6 overlap udrg 1 tl4' 318 55 nngsM1ank mofirg naAs a12' o.c abng antl seam. ARTICLE atlecklrN ` Des INess steal Aga 316' bdrs aM washers..Il M 316 no nkss step. Saews M g .r 1 VERTICAL DATUM DIAGRAM MEAN XIGH WATER INSTALTO TIMBEL ILE tY MIN. DI0. PT TIMBER PILE - MINIMUM ENIBEDMENT J '.INTO GOOD SEARING MATERIAL CONCRETE BULKHEADWI CONCRETE CAP 2'X6' COMPOSITE DECKING (TIMBER ALTERNATE) ENGINEERS NOTE THE BEST APPLICABLE THE ENGINEERSKNOWLEDGE THED LOCAL CIPAL RDI SPECIFICATIONSCOMPLY WITHIN SHALL NOT BUILDING CODWILL NO HAVE CHARGE CONSTRUCTION MEANS. BE RESPONSIBLE 6E RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, MEFHODS,TECONNES SEQUENCES OR PROCEDURES, OR FOR THE SAFEfYPREGUTIONSAND PROGPAMS IN LONNEC>'lON WITH THE WORK. DATE: MAR. 2O22 PRAWN BY: B.N.W. CHECKED BT: W.T.B. AS SHOWN 0.3Y NAv lint. SHEET MEAN LOW WATER TYPICAL FRAMING DETAIL BASED ON NOAA TIDE STA.8T2.2T4n "DELRAY BEACH" SCALE '1'=2'-Y NOTE: DESIGN FOR CONCE15 UAL APPROVAL OF DOCKS ONLY. NOT TO BE ED FOR CONSTRUCTION Sm1 CADD ID: TOTAL NUMBER OF SHEETS: 11 LOT A I _ SLRVEMRS MITES & LEGETLT KNGS � SIGN q. -CDMRM c:T 77TLE MFORMATM cue - 0014%w t I 2 AEWS X F PARM WAL - WATER ACAR MEV�) 7HS SU2VEY 90WS ALL EASEtE7JTS AFD PoGf/TS OF WA Y AS r _ V ATROWWOFTI£naanEAsr MCdMY:i a<SECIDV 4. IDWT9P SFDWN LW SCYfLY.lE B-/ (PARCELS i AAO 2) OF IFE cv. = GATE vuLE T ®t 66s . / .mrw vev 46 svnr; rv,� 43 fu7, vuAr a=Aa1 0� �SOd� As AA£R'CAN LAID 71TLE ASSb(YA 7K1V GYN4LfTllE]✓i FQP 777L£ sq ° °� 8'z" ✓ o x e n e r T paea om v.� 5 FTuoxs A5(.RAACE FLEW 20048449• DATED M7VEM3fR 23. 2021 BFp = BAor nowra�rovrm > " B:GMWATI NW2XCiW0' BEEASTRTOFWYUEOr STATE ORB - OrFAAk iW®S BOW t Fa•emE O RIW AUS FFIEAAL NOAYA AAD TIE SDfRN LI•E 0' REAO:TFEASf e 4 ° P�(c o J6785' �� OlIRIW V�+J,TTF SAO 3Ci4N k iTEME NBYN'SB'E. AIaG SAD ❑ 7DW AAV CQK WAIS OF OSLYANER ROB. - FCNr 0' fiEa~ s9 6Wlll A AAfE Q-122B4B FELF 10 A PCAT OV 7l_ ZSr BOB LQ` 14 AS !€LYYtOFD W D® �LMC X134, PALE ` ¢ WAY UE O TIE NTRA01t6TAL WATERWAY AS 9 W OV FTAT BXIL n PAGE H P.00 = FORT OF -A Pl9OlE cr px—. fy T oxT+n. naaK. 257 DOES ACT AFFECT SURECT PARCEL. �" 7 A KO�D SADM WIT 4<WAY U$n 05%Ni1 ff28OQ5 FEET roAI�]F•T TIESLVIII LIE O'NEVI Or Ojai yyTT LW A!f•F 2711W FEET O�AID PARALLEL ro HE 50/RI LIE 0' l/E SECiKN 4 46 6 AS�TAED ro lt, n I d N ~ MADEAST aLARTTx (N/fgl/pJ4y) 0" S+D sCTXry r TrarF SIN PARCEL SLOLECT TO TDaA6 AL•D COAUTIOAS & A10M U'E SI kF N V) .LLfTC SAD PARA(jd L!E A L4TMC£ Or 170OSa HET TO A Ft1NT TIE ® OF AVTLLE AS RECOWED W S 4 1 aae t 1eyypp 0r lMtt1N FELNHCXNAYSAOSIATERWAG 5k EC�S BOOK X39, PAC54.4 K ��O'OWEESAvESrRGKOFWAYTA&Am7AwrCr 2C2W 1�16�]M w4A � J amAAVM: J)2y16 SQ{NE FEET CR 76I3{ nORES ADRE 07 LESS n Y FA EL MA VOW C977 "I t � i SRIk lF /� ��" l6? ♦ W FFFECi14£OAIE• W/04Tt s xln �� 3e ti TA FLDCV E. X & 4 tr" h = Q i33f LOMIMY PMEL Kl YLSD3 0941 6 OFECIAE O9JOgR s 20n / 5 W ALL a"AG FS 9OWN B49D Ov 57AI81TD Us FWT L7 aRq=FLEAS FOR LriTIE��TAL M HTN RW RWPDFTY y N ti Z VEL FaauE 00 N�FEETLAl % o _' 3 �Rrr ao9/E w�aEVm B.gD av A A RWWAL YO'AFASRDROWN R 4FR0L1LL HaazLrTTAL Aro ANO1M dEi'80�6 W W S MWAX SFAROI WAS WX FOR LIMES OR O Il i MFVOWS O TRADE WINDS ESTATES FIRST ADDITION � 4GTaQaTHIN) o� PARCEL 1 °I �., ♦ sa>ur µ LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 24 a -- -- Wr 16T 1 d ~ W PARCEL 1 4 h t j /�� t 4 Falmxl,esA1L1) �Q' FB ar � I Q LTA V � 8� .0 I ZW Liy w w gee A �� T /ORg gFA PAGE TFOI S N ORd 1`ADi PACE a �e PARCEL 2 40 ® x PARCELM 2 S Na �20T 4fi� \� aww:m¢ SVTH LAE OF NEV40=,¢CiXXI 4/46743 `•� 'Q'� 6H,nr.�r � � "".cvacY.'T`Ni`N" .aa Q ue�T,rroP� raq aTPAv< u NOT P Tm.--v --- ♦ �vHRnYuvwrry6e avA THZ Aap NOT PLATTfO NOT PLATTED MAP OF BOUNDARY SURVEY NJ IM YCEHTFYDUr--VEYWASNADELWD?W faaRCE ENGLE LAND SURVEYING LLC AAD A[ETS ITC STAAOA{ LK MCDX AS SET FORTH BY TIE RMW WA0 rr PHrFES90W MNWYOW AD uwEasW owm? v-n ncrow LAND SURVEYORS ADwNSTNTHE DOM AUJWT TO SECTKN 471027, naW STATI%/ES n° l CERnnCATE or AUiIKWZA7TON 1LB8447 �T SWVEYOR AW ALAPPER W RESPOOM CHARGE PALL D. ENGLE T / // 955 NW. 17TH AVEMAE SUTE K-4 DELRAY BEACK FLORDA 33445 j'j1u.X. PHW. 561-276-4501 FAX 561-276-2390 t PAUL D. ENGLE OITE °`9AaTYTT-�"re" rr Y w— of s � nFl+ic� SURVEYOR & MAPPER 15708 ✓AM 12 2022 F - 4U e,cFx3n .snvEnae ATn wssEx. FDD RqY PAfE ID. OdTT N3: 91-84dT ►] 15 5 cu bA � 3 o � cz U i U O U 'd c 3 U +� w Jw (t Q O U u Q Z O O .� cz Q U 11i < \ Z -� z a + .. -J CA IZ o X U cu O N nJ raca V vczw c (t UO [—� 7N W � bpA b�A \ < cu bA bA z of tz mot+ LO 110 ° o � o v A � U \C .o \10 .o 110 .o •� '� O y O O O w U U C7 N m cn c!) A w cz o p Q) co cCIA, CAcu 4 CZ O 0 CZ N Ln 14-4 -14 v O ;-4 p o p C4 O U p 'y -4. M cz r. �O O ct U U 4 cz 0 0 o '��; :1 41 a, ° Q) � '� o O u ° y 14-4 m �. o w�CZ °34Q)Ts a v CU of ;.., O m O 14-4 Q, O ;-4� u Q � � a) �ti x 'w 0 o O O ' •� o� O} U d u U t1. cn p O w t-.. tt «S N •� O u bA Ct Z o O U O. v ;-4 c� bpA r46) N 0. 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N vi N a) w 3 O O a) U c-N C a) ° 0 0 V 'O Um � (a o a O rnc� '0 a a0 c n U m �rn c c c c a = a L c O 0 o N N a) +- 0 o N O �; a) O o Vi +- C zmo L mtE D Q w- c O Q C m 0 C 3 C :E y N L _ l O E C w i to m ) C -0 U O m Z 0 a) 70 N x 0 L ( 0 C m L C -O M C O O a C a W Vj > m a) N a) a) C m N 0 0-- v > J 4)aa c � E o Vjam 00 L .0 E o2 yac E a 3 c E N o, m c o m aci m L° =' o v) U CL 0 c t� Z .. N a 3 Z Z c o m c c is N D L a U c o E c0� u C m N C O C O 4) > C N} C C y m c u 0m w 'O m� o> jcl- m m 0_ m -L, > m 4) E� �� o uj >c C �[ m°o� a) �> i > >0 O Li a) co .. o c U a) m > 3 X 0= 0 a) U 0 0 0 O m a) N m C 2 C v c m OEm Ea) m o �' = EI o c m0 N a C a -00 �• 0 cCa 0 C O °U C � O) c C ICD 0 m a) m 3r- 0 �? 3 c -� U a uJ = "� O y w N 0 ►L- coo -4 L6 to a0 c m a x w Im O O O co Q d E LL- co 0 a n d REVISIONS- /NTR ACOASTAL WATERWAY�� 2 t h 4p,? 14 i��✓r ?��? z OCL Qy -2 5 a0 =axH f EASTERN PROPERTY LINE (BULKHEAD SETBACK S'+l-) W= N �_� swo DOCK TOTAL LOT) DETAIL A: CONCRETE PLUG SECTION ytlo '_j >oo `�-- BULKHEAD LATERAL SUPPORT CONCRETE BATTER PILE �ORTNTLOT LENGTHO ZTOB CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 m' m o •• F BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED W - �B-0 AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION w BULNNEAD WITN CONCRETE TIMBER DOCKPoSIiE CAP) u-T. TIMBER DOCK B O K LENGTH O% �DOCK LENGTH TO% OF TOTAL LOT) OGTH LOTLENGTH:IYS'A^ O 2° Oy" gD W COMPOSITE SHEET PILE BULKHEAD WITH INTEGRAL CONCRETE CAP, ELEVATION: (a)S.W NAVD --r--r�_ - - - -- - = .: - J ER PRORTY LINE Cw ; F wi zedEA H 5a 3u� _______________ _ 2J•.S. _`�Y� m> O '.. : -'"'-" STO WATEROUO IL •, • -' -� _ L WITH NATEE PROTECTION.-T E _ EASTERN PROPERTY LINE (RULNHEAO SETBACK J.S+I-) DETWL— ,z 313..E - LL '-'- STEEL TIE -RODS AT CORNER FOR LATERAL—Po-( -�P:�� •.. ... O> W 0 TREE REMOVAL: - ---- _ y a a g; _ ;kE o =j INVASIVE AND EXOCTICS TO BE REMOVED, MANGROVES TO BE REMOVED WITH PERMIT AUTHORIZATION ONLY _ O V Z u a c v O \•� O M M 'G dRNR o y N y O`~ a W O � C (j (� 7 BLUEWATER COVE DEVELOPMENT IUD O Ln � (f) Ln SITE PLAN FOR PERMITTING PURPOSES ONLY DATE: JBLY ID2, NOT TO BE USED FOR CONSTRUCTION DRAWN BY: CHECKED BY: W.T.S. SCALE: 1-=1 D' SHE- 0 0-�L P-1 DADD ID: TDTAL NUMBER OF SHEETS: PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2— REV.P-t.—PMn.-22.4p N11-222:2238 PM SFA IXVERBIFIED INC. REVISIONS: U 5 PLABTIC PILE CAP ELEVATION 10.0' NAVE j�� 5 PLASTIC PILE CAP ELEVATION 10.0 NAVD �� • A 1 Y©� �0 �� C 2X PT STRINGERS YXB'PT STRINGERS SECURE OUTRIDE STRINGERS 2'%6"cOMI_TERN DECKING TO TIMBER PILEWI SINGLE 112'SS BOLTWI CONCRETE (TIMBERALTERNATE) - DOUBLE WASHERS ANO NUT. USE38'LONG BULKHEAD W/ - 6PLILE MEMBER AS DEPICTED. SECURE CENTER CONCRETE CAP 6TRINGER6 TO CROSS MEMBERS W(SS STRAPS. �\ ,... ... ... ...-. .'- •-. _. _ ELEVATION 6.0'NAVD yi r/ , ." f.;" . • -.; ._ -' ' I•-- BEVEL CUT EDGES *~� . OF ALL NEW CROSS ��/ MEMBERS /.' p e. • ' A'XGEES-ALUM. ANGLE SUPPORT '.. ,;� ` 6EE DETAIL MHW (-I 0.3Y NAVE / �`. �• \ .. '/ •; '_______ _________________ _________. ON VC, '/x � 3'X10'PTVERTICAL 2X PT TIMBER CROSS MEMBERS �`J CROSS MEMBER SUPPORT 1 EACH SIDE OF PILE. SECURED WITH \\ ' UBLE SB'HDO THROUGH BOLTS AS SHOWN. / '� \ ✓ F MLW - 2.1]'NAVD � ALL TIMBER PILES TO BE WRAPPED WITH AN { IMPERVIOUS MATERIAL - FROM 6• ABOVE MHW TO 6'BELOW MLW LTYP) �� (-)5.0'MLW F i - '` J T �� ^ 4. ! 11 MIN. DIA., PT A - �-TIMBER PILE 1 ^..... . _. s.. NOTE BATTER PILES ARE NOT SHOWN FOR GRAPHICAL PURPOSES. 2"X6' COMPOSITE DECKING(TIMBER ALTERNATE) TEPT TIMBETRILEW1SSECURE DIT5111 GLE11TSSBOLSTRINGERS SINGLET. SE BOLT N TO TIMBER WASHERS DOUBLE WASHERS AND NUT. USE 36' LONG SPLICE MEMBER AS DEPICTED. SECURE CENTER STRINGERS TO CROSS MEMBERS W/SS STRAPS. 2'XB' PT SYRINGE 2'%8'PT 6PLILE 2"XB'PT SPLICE CONCRETE CONCRETE WI TXB PT STRINGER / CONCRETE GAP OUBLE 88 WASHERLAND NUT, X y of/. /-ELEVATION 2d'NAVD \J • _. / Cf -- =_B �I. BEVEL CUT END OF CRORR {51�7 MEMBERS AS 6HOWNIN PLAN. . r ® } �. ,,' O O i ,' \ ' / 1IT SS THROUGH BOLT WITH - DOUBLE HROUGHER AND NUT - �^ `' MHW (1)O.3T NAVD ",� __ ! / + ,' ---- ----- - ----� --- ---- ONAVD 3'XW PTTIMBER CROSS MEMBERS 11)EACH SIDE OF PILE. SECURE WITH / UBLE S'8'SS THROUGH BOLTS AS 6HOWN. �'I ALL TIMBER PILES TO BE WPER IOUSIMATE IMPERVIOUS MATERVLL FROMBEMM T06'BELOW LOW MLW (TYP) = ^'/� MLW H 2.1 ]'NAVD y. �']j ,' 4i s o' / ! T Y <. ,I ()5 0' MLW IT MIN. DIA. PT TIMBER - ' - � � � � '�. .,, „ 12' MIN, DNA, PT TIMBER - Y '. / ((/'♦ ///''' 0/%Vu/f ('�/• NOTES AND SPECIFICATIONS J C�q�� l y F TECHNICAL SPECIFICATIONS Preparesby 6.2D'wersites Inc Data APRIL82022 11.. TTw prgeplg3we¢mnshudmn oECT Nmargiral Cocks and mnmek bulkM1eatlwiminlw TowngGugstream, Palm Beatll County, Fbwa. ARTICLE 2-GENERAL NOTES 1. All abvat . are It, fee[ antl r¢imen-I ro the No Amancan V,r iwl Da of ISi (NAND 88) or Mean Low Water (MLW), as spmq noletlmthe dons. 2 AnY a.: ebm from rows dons notes or spec fmhor0 must Da approves nwndrp by ma ENGINEER.m Ise the esvlatKmwll DB mnsr�eres con truth M- m q'enmwmlha gansantl Spell tans. 3. Any tllsnepa ks emonn the plans nM Doug tl ns"' bitl tlocuman6 must De re»Ivetlb big by tna ENGINEER pmrlo mnU 'rq Oc wk'n quesWn, C. AG mrahuchon manNadur rg, I. tl lad n9 of roarer ak shall es perfwmatl uneer the gu Oel'ws sal loon n apq' qa bcal $Isla ana fes I mass. awlor uneer remmmendaDonz pmv tles n technkal Wbfralbns of re oede0 mressioiul a'Mustry ofgan¢aliona Malarial testl wogmm� wherea wNe, s DB ed o M nngB hall Present to ma ENGINEER br revbwa ppmvq prbr to mnsbudlon 5. All pr 1e9onsal�uq or manurecluredsupPles br me project mall ba accgnpanies Dy inawlryampbble 6. LDnstntcaon shall follow Fbd. B.DrbB C.. FBC 2020 Tm ECihon (latest) CONTRACTOR, subcontradms. Su gbrz etc shall 11 do tlimens ons Wns ana spevfiml ons antl -tl.. a ma )ob s le ana shell mbty the ENGINEER of any tllurepancles prat to me exacu[bn of any rk B. Pll wr tlen a'menswns snag take praceaenm oversmktl amens onx (DONOT 6CALE ) 9. Nmalerab shown or mnwfm on mesa does sM1all be'nsblrea as per mankadurers recmnmeneeDms antl 8pac Tm4mN 10 Bf'svbm llbg plans for parmY ln.cONTRgCTOR eaepls plans as 12w0aM sresponsibb for Na mmplet on of an work ARTICLE 3-MOBILIZATION AND DEMOBILIZATION 1. It is aMerstooa loaf Ne netaie of the protect w g requlra woA war wabr ana acwsa ro mnsvudlon areas'$ fegt�ry�os sasrennall iib. to amB ane Nib, l^Kh°^ MhcTlres WDlcorpwala useC fro pD a a P 'res t the org nal krm aflar �omplelion of pprrooleq aNv l'•s. 2 The CONTRACTORNIbill aMa 6M1ccp rO Rl d:p laaw Atlm nrstrabm Plan (SSAP)bina ENGINEERbr pp 1. The plan shatl be sDedfw ro 8ra poled redo rements br ma pemwbr matatlak b be aeM w to It a wbi Eel very poln6stockpl lempo2ry eaDrWtrash sfae a as temporary Fgtl olRw train 3, The CONTRACTshalltg ORt .OWNER wll havetle 0 aktl antl pre. DIs ea �re�sb protl ct ry, srore. bty puss bry manuladunrg, ql or n pan. O. Toe ENGINE ship M1eva roar htbaxardse reasonable allerat ons or atltlXimsb maplhn$SAP g S. Ttw N untln-rdil ba reWmetlropmpp I ae anC Copp ng (sw free rover esbbldlea mad etc) ro110'w g C mDlelropnl'ofln. prelact. 'CompfefgnH¢aefinea as uKnd Ian agreetl uponld of punchl'sl 1S beta N��welkNrough hel0 al a Bma IM1e e0 TRACTOR m�aers the Dmlad to De responsDty mora e aw Vew wok CTOR a l b tl'rele and pay for necessary us- ocmpy ms l ARTICLE e- SITE MAINTENANCE AND SAFETY 1. The CONTRACTOR shag m hr n a dean antl neat afla vo d of loose aebns (rash remnant parts or 2 Exl tlng sucnDl fa 1� asashap nW Ee usetlto malntaln Me pmlacttna COMRACTOR apn fiwgy br Nis project 3. Tem ry nsp nn res mocha a n a es remo al De�sanaVas�Isluglml De scaXeretl nareas oufsEe lReahmnleatlesregn�a,e0 aasa5 aleYhme.unN A. Removal of aebnsltrasM1 shall be schesJes as epp le k rest a%ow s ro reedy five feel n ha ht or ggr�an t Inxn t leaf n tl ter Deb In0 tl alry�rye Inan tM1ese d- rya a nag ba ed from Or e�wmnlve work nga tlaysRecep tlen shalfnol beralloneC to wedbw terry Dma tames 5. Tha CONTRACTOR mallDrepare ana submla Malnknenm ofTrefic Pbnthat aDgasb vessek. veM1ides a esxmenx Tfa plan must es n rvMrrg nqutling skekhes or tlramrga, aw must Ee submDes to me ENGINEER br review antl eDProval before cammenrament of me Dlan. 6. The COMRACTOR SM1eg mkthalma project mnsrsN of work eta WDfc pa k f,Mt ill nN.u: t. operel. wbao enroma pugNloamreaxleM our ngm 4uaon Thasalelyof seeRACTans patrons of Me park T � � NT b ass s o(pnppmaaary mmern ark must be aatlrespseva by me CONTRACTOR ]. The CONTRACTOR aM1aE 1dl rap apgloMe l.ml astpata ana feaerzlNmJas reg a. ma nlenanm ng A. fely saantl ARTICLES -ENVIRONMENTAL G S I.1 ;J= = V9a W f ap fQ pj = 3 o O" W �Q! �� Jd aIJH m «d.t Y J� IO W p c mN AW a0 J JQ elQF V W y0 i• i fV 3 0 •t O W = H f W V a GZ O 9a wa OW O �w Z � wy O W 3:m a �a p a '+ Q A all e w < TYPICAL SECTION DETAIL SINGLE PILE DESIGN SCALE I'=2'-0• 2'X6' PT DECKING P.T. STRINGER W/SPLICE _ _ P.T. CROSS MEMBER - 12'MIN. DNA, PT TIMBER PILE LT618S6 SIMPSON STRONG TIE 31S 18SS SIT STRAP 1 NG T EIDE 1 f� �� OF STRINGER SECUR / es 316 f1 SS RINGSHANK NAILS '1 ' \ ... - - -_ .. - -. TS 18SS SIMPSON STRONG TIE 316 S6 T WIST STRAP( )EACH SIDE STRINGER ATTACHMENT DETAIL STRINGERl Ur4,1 N.T.S. Si 316 SS RINGSHANK NAILS (TYP). TYPICAL SECTION DETAIL DOUBLE PILE DESIGN SCALE: I•=T-0• PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS TO TIMBER PILE WI SINGLE 1lT SS BOLT WI DOUBLE WASHERS AND UT. USE 36' LONG 3'XB'PT TIMBERCROSS MEMBER6 SPLICE MEMBER AS DEPICTED. SECURE CENTER 11EACH SIDE OFROSSMEMBE WITH STRINGERS TOCROSSMEMBERS WIS6STRAPS. DOUBLE 518' S5 THROUGH BOLTS AS 6HOWN. nonn,� nonn i "� I' -- - - ... .. 2'%6' PT STRINGERS jlP) 1. AFlmka Da =10 Ezibnmenlal Protadbn FDEP aw U.S. Pa ( ) Amty Carys of ENGINEERS Permg 11USACE)) alaq rvilh bet muniupal.May .110 r f ch th. WEER udan qma prgal. SpeuficC wino fBa Pe as anapbeobtanedlmn ma ENGINEER ana reviervea pest to mnsbxlion. 2. The cONfRACTOR shag Ee respo Ne for mmdrirg with epgi®bb rastrwerq permtt wekitions imposed by 8aocalmunicipslM,statemtP. al99oov t 3. TIa CONTRACTORS aM1ap pay th..atln tlen mlhe stanaam slate mwiliore for manatee pmleclion tlunng mn¢tmdknawslanmmprywimmemrwly. ARTICLE B- CONSTRUCTION SURVEYING 1.TI»eoNTRACTORkrespon 'Na bhp¢bIrRII Nml mntrd esbbgshment mnsWdion lx almaZ Dtlrer survey eflod rttlunetlbmmpb@lM1e project. Tne ENGINE ER wip wo'k Cie CONTRACTOR Bustin re DarKlimark inlmmeBonMrererenm. g 2. Me Iolmnlmuing byoN antl mn0d olwwkro ba submitlesbENGINEER 1m aDprevq priorrobeginnirg 3. TM1e GyONTRACTOR is ativisea bat renificapon of Ne project ebva4on aw algnment b requiretl br firal C The CONTRACTORwdlbe requires to prevkeafinal'ASDugI'survey aflar mnslrudgn. Tne survey must be mw.des ark mnirmtl bya Stileq Fbnaa hoenses Surveyor aw Mapper. ARTICLE] - CONSTRUCTION SEQUENCING AND HOURS OF OPERATION 1. The 1 T CTOR shag pmvke a adresub root debts Ins prola>setl sequence gconshulgn wim esOmatetl number of Calaway nays aw ro milabrres fro metro components q work The ENGINEER shall nohhetlmativarcwganyy inlewes dangwmnaWdbn segwrrnng, requiretl agmationslo w 111 pre' w nom ¢clw mikdow Bobs. auks or CONTRACTOR 2. TheeCONTRACTOR snag rote tMl Ne OWNER may prrcl tpurs of opeea' arM reguire th CONTRACTOR ro sdatlI I work activities az namssary b minim¢a aisreplbn to mnmon pork achMies all adjaanl reda.newa.o tiro¢. mdwirr9 bn mlfimnesropeaamlrr9.mwrer Dane/hypo eq.lvm.m relates actNlueS w aravir atii resuce exms¢iva mks. vbrelbn. awl or Omer an geagty impact¢. mar m pm�rtk m ¢pedfic gmehamM. ARTICLE8- DEMOLITION AND RESTORATION t. TM1ekCONTPACTOR SM1aOamuire all ramssary Wikirg pamgk from lw local munidpality p'DrkmmmmKrng 2. A8 demokDon a.b.b SM1ell be removes o11,4M dispose, of in an apppooqq��aate manrer. 3. Demohhon bf eaisg sbudrereuryryres may ip . tw removal Df exrsbrg ti�macDle¢dWDv Existi pEn bgDwe regaces era loheiher 'W a bebw gradeairswrst Ee m-arhwd` bop keswoa to_gre ENGINEER�wT1 eNCONT1iAERCTOR N�iaa be r th-lbbr tla remweldan ENGINEER. Y m ag P. remman6 resrAhnp from Ins tlemokbon ace Na as Oirectes by the a, Th.molNwn WEerRYsuaM�arreaz ere tlean arq M1weeaof rem, Maen-^�TM1e GONNTRACTORMahDeE bwe r�eswponsllprela fw Na removal ark woper tlisposal of al tlamdtgn aebrrs dWrg bu nolg i1M (o prober remrenk, utility mwdlaw Omar e,i¢urq pm comnone lx 5. PTm� ONTRACTDR shall mntluct al tlenmofCrm actwrbes'n strKt mmpfanrn wpM1 County stab antl Feamal ft.a S. TM1e sge $tap be reslaes by remwag aw flnbh'ng atl av tlence of mnsirucfim Indutlirg temporary haul matls, s ockprb areas vagebtion ark kwampe ark areas regartles fw mnshudpn. ARTILLE9-11MBER na m - A F N q a �S I] ao - , A j� OI - w Ea N $ n=r@ „` ':•' bi' L j/ "'^„ �O>Q ='p .e :..4._..;�H", FpW >_% ` 4Aaf O 'o ui Q =a •+ w • < or a' K �a O = .';i =^ w 4 y`g .udwm n ;fig. dE""` ��fV F ��uu V y Z # E - o O th O U G W « C s. (/% W ^ tp IL 0 m M U 6 t W c N O R m Q IQ Q to W6i d:U c Q rn c �l- W Li A' OBI C b C J �) ^�. 1. Titnbm stmcbral members clan ba smMem yenm. ham 1 tler,tb w m 0.60 od eM1rmnabe Ooppm Arsenal. ICCA)Imgmurk mnlad,in an nom rel saes 2kBPana above. Dell boards itd na composite. SS snag ba tMDe copparAmle Typae(eAL). E pem Ml.mber aM1ag ba iden nw 9raeo ane DO BLESS THROUGH BOLT WI YXB'PT SPLICE (TYP) traabanl mark ofa recognizes oryanaab.nmkke I caltifrea by Dra Amerrmn Lumbar DOUBLE SS WASHER YXB' PT STRINGER (TYP) SlandaNs emnm gee. TraaVnmt awn ba as perA mP Sb agenNcy 18 ABBREVIATIONS AND NUT (TYP) 1Y ova F SS STAINLESS STEEL ARTICLE IO-TIMBER PILE6 PT PRESSURE TREATED TYP TYPICAL MIN MINIMUM CIA DIAMETER HDG HOT-0IPPED GALVANIZED DOUBLE 5y8' SS THROUGH TXB' PT SPLICE (TYP) BOLTS WI DOUBLE ET YX8- PT STRINGER (TYP) WASHER AND NUT (TYP) _ .. -, - / - - - ";' - "; 1. T mbar pgas shay w 1Y - - m d amatm (measured 36' from bp of pga) Soumern Yepow Fires (SYP), No t aamta 9reea w m m 2.5 Cd t C procure Veatmenl mnlpm ARTM D25, Pressure hmbrmnlmwl Der cl-ini rvnh WA G3aM L18 Pbre mNag 301aeL 2. Pressure... SYP I.- bs mall have a pmkctiva PJ rvmp Inal ezbws no less man 6-aDove Mee HHR WNm1pMenHWl pbd6vPbebwtM1alan nLow WakrWtl Rla w2p ma17^al shay be O�y M muOmPElnsWlw'M16 ovesap wirgl tla•316 b6 ngwsnank rnoorvrgnaisaet 2'ocabrrg entire seammil ` ^ v ARTICLE 11-HARDWARE '1 1 / - 1. AU eambty�artlwara kesirg svaws n boils and washers stag be 316 sk nkss steel. Screws for a rg atl ba skn ss stteel type316. VERTICAL DATUM DIAGRAM MEAN HIGH WATER 0.3Y NAVD t988 2.1T' - INSTALL NEVI I b PT // TIMBER PILE MINIMUM EMBEDMENT / 1O INTO GOOD BEARING MATERIAL CONCRETE J BULKHEAD WI CONCRETE CAP - - i'X6'COMPOSREDECKING(TIMBERAIT -TE) ENGINEERSNOTE 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 C0NSTRUCTIONMEPNS, METG TECHNIQUESSEQUENCES OR PROCEDURES, OR fOR THE SAFETY PRECAUTIONSANO PROGRAMS IN CONNEC�SN WITH THE WORK. DATE: MAN, M33 DRAWN BY: B.N.W. CHECKED -BY. W.T.B. SCALE: AS SHOWN MEAN LGW WATER TYPICAL FRAMING DETAIL SCALE. SHEET: BJELRDAON NOAA TIDE SM 872-9 T BEACH' DOTE, DESIGN FOR CONCEPTUAL APPROVAL OF CKS ONLYr NOT TO BE USED FOR CONSTRUCTION CARD ID: TOTAL NUMBER OF SHEETS: 20.38B1.sh10 S2.Omk6ecaonsPILE.N OS22.tl0, 41Y202212.16.12 PM SID DNEPSIFED INC LOT AVEraes FOrEs x LECETD. 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