Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
APP 22-12 (Large Plans in File)
Owner's Name: Town of Gulf Stream Pre-Appfcatlon 1..neurumL. �tWevwe ..e !vdyt,"ae- Core Address: PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. eview and Approval Processes 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review B. Application Materials NUMBER OF COPIES REQUIRED (Envelopes 17 17 17 17 1 17 1 Set 9. Sign Review (AISite Plan Review, Level III : Site Plan Revision 12. Special Exception Review 13. Subdivision Review g Variance Review 15. Rezoning Review 16. (Other) APPLICATION MATERIAL 1. Completed Development Application 2. Fee of 1/5-4.0+ ;`:+ s ,e�o00 3. Generation Location Ma on site Plan 4. Site Plan (2 full size, 15 reduced to 11x17*) 5. Building Elevations (2 full size, 15 reduced*) 6. Floor Plans (2 full size, 15 reduced*) 7. Roof Plans (2 full size, 15 reduced*) 8. Perspective and/or Color rendering (Recommended for meeting) 9. Drainage Plan (if site is altered) 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition 11. Septic Tank Permit 12. DOT Driveway Permit (if on Al A, for any alterations to drive) 13. DOT Landscape Permit (Al A) 14. Survey (11" x 17") 15. Subdivision Plat 16. Concurrency Documents 17. Proof of Ownership (warranty deed) 20. Property owners withi envelo.es, no return address 21. Pro • ert : Owners Affidavit == 22. Photos of Existin Home if Management -� 23. Construction Traffic Management Plan: Prior to Permit 1 24. Dama•e Bond: Prior to Permit *NOTE: Where multiple copies of a dned1and sealed required, other copies shalbbe reduced to 1e an original I1" tt size (24" x 36") drawing which is sag 17". Please refer to the instruction for more detailed information. v 18. Agent Affidavit pO f" 19. List of Adjacent Property wners 300' (stamped addressed X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\Level 3 Pre-Appl. Cklst.docx Page 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN THOMAS SMITH May 21, 2022 Bluewater Cove -Gulf Stream LLC Attn. Mr. Glickstein & Mr. Courchene 1118 Waterway Lane Delray Beach, Fl. 33483 Gentlemen: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the meeting of the Town Commission held on May 13, 2022, your withdrawal of your 3 applications for a variance to permit the construction of three docks at your property that is under development in Place Au Soleil was accepted. Very truly yours, Rita L. Taylor Town Clerk 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB Fite #)-2- t2' PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: IlitlApejtAr Cave - C-�,,,1{ Str m GC( I.A.2. Project Address: Z 3 ri3 l uz- tod- v COWL I.A.3. Project Property Legal Description: ?Utz_ au So (IAA it ctcCt X10 4 %!a z (,o}s . - I.A.4. Project Description (describe in detail, including # of stories, etc.) 2 9 z; g it to wa- cove r cic� 5'wxgl.5' covt3dock J I.A.S. Square Footage of New Structure or Addition: Architectural style: I.A.6. Check all that apply: Architectural/ 'ite Plan Revi North Ocean Boulevard Overlay (complete section B) Demolition of Structures (comp ete C) Land Clearing (complete section D) Special Exception (complete section E) anance omplete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: Type of Foundation: . Owner Information 1.6.1. Owner Address: )Ib 1 -S 5. V o rs Cie/ Boca Ed- v , FL. 33V37 I.B.2. Owner Phone Number: poi ` ` $ T29 Fax: fo l - 994-- 8569 I.B.3. Owner Signature: C. Agent Information N - I.C.1. Agent Name and Firm Name: I.C.2. Agent Address: I.C.3. Agent Phone Number (0) Cell I.C.4. Agent Signature: Official Use Only ARPB Date: Pre -App Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 September 2004 Fax Page 2 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. i-'roj,-ct Description and Justification c III.A.1. In what zoning district is the project site located? 5 III.A.2. Is the project compatible with the intent of the zoning district ? No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goalS, objectives and policies of the Comprehensive Plan? Yes No Explain: III.A.4. How are ingress and egress to the property to be provided? Tit f 0ti k. I VI%irIOC road W,v glute_uoctirei Cow. 1 i Lt& l;�i Ct u in.& aIn,, e Sal ei (fr III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage I r b. Sanitary Sewer c. Potable water d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involy nd area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exi vacant lot or more than fifty percent ( 50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes No (If "Yes", Section E of this part must be completed.) IV.A.5. Is roirlr$ at variance with any regulations contained in the Zoning Code? (If "Yes", Section G of this part must be completed.) Application for Development App royal, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use'? Yes No Code Section: IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? Yes No Explain: 1V.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? IV.E.5. What landscaping and screening are provided? 1V.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? Yes No Explain: F. Von -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? I J e) Gle-S are_ rx at -5 ac CQ 55 o ry USe- - IV.G.2. What does the Zoning Code require for this specific site? Sty Next par IV.G.3. What is proposed? 5 G4- (UCV vale_ IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (1) 5Qe V'Q-K (2) Did the special conditions and circumstances result from the actions of the applicant? Ye No Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes o Explain: 5a- vuxi , at - (3) (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? jP.e, NaX% valc, (5) Is the Variance requeste• he minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (1412- Qt 6 0Sed Doc -14— IA U �OIM 14 ( t)n aee-, With 4,1 htoto (6) Will granting the variance permit any prohibited use to be established or re-established: Yes (7) Is the requested variance consistent with t - .oals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes No (8) Explain: 5 Application for Development Approval, Form ADA.32000 September 2004 Page 6 Projects Requiring a Variance IV.G.1. From what specific Zoning Code regulation is a variance requested? Sec. 66-369 (2): Docks are permitted as accessory use. IV.G.2. What does the Zoning Code require for this specific site? Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. IV.G.3. What is proposed? The dwellings to be located on Place au Soleil Addition No. 2 (aka Bluewater Cove) Lots 7 and Lot 8 will be constructed as custom homes in the future as the community development progresses from west to east. The applicant is requesting approval to construct the docks prior to the construction of the dwellings on the respective lots, but at the same time as the seawall and associated pilings and related improvements are installed. As the docks require similar support pilings as the seawall, constructing the docks with the seawall avoids additional mobilization costs, possible price increases, and another instance of noise that is associated with such work. IV.G.4. What is the total variance requested? Approval to construct code -compliant docks on Lot 7 and Lot 8 at the same time as the seawall is constructed, but prior to any dwelling being constructed on Lot 7 and Lot 8. Thus, if approved, the docks may not be an accessory use to the single-family dwelling of Lot 7 or Lot 8. IV.G.5.(1). What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same district? There is no existing seawall, dock or dwelling on the subject property. The applicant is requesting approval to construct the docks prior to the construction of the dwellings on the respective lots, but at the same time as the seawall and associated pilings and related improvements are installed. As the docks require similar support pilings as the seawall, constructing the docks with the seawall avoids additional mobilization costs, possible price increases, and another instance of noise that is associated with such work. IV.G.5.(2). Did the special conditions and circumstances result from the actions of the applicant? No action taken. Variance request refers to proposed improvement. IV.G.5.(3). Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? No. There is no single-family lot within the district that does not already have a seawall and a dwelling on the lot. Our request is predicated on the need to construct the seawall and dock concurrently on the respective lots. IV.G.5.(4). How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights, commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary hardship on the applicant? There is no single-family lot in the district without a seawall or existing dwelling. Our request is predicated on the need to construct the seawall, where none exists, and dock concurrently. Accordingly, this is a unique request in that the underlying conditions that make the proposed variance possible do not exist anywhere in the district. IV.G.5.(5). Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building, or structure? The Yes. The proposed docks will comply with all town ordinances. IV.G.5.(6). Will granting the variance permit any prohibited use to be established or re-established? No. IV.G.5.(7). Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map and Comprehensive Plan? Yes. IV.G.5.(8). Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? The proposed docks are code -compliant improvements. Docks connected to seawalls are common in Gulf Stream. Thus, there is nothing unique as to the proposed improvement other than the requested timing of installation - prior to the dwelling. Having a dock is safer for those working around the waterfront and constructing the docks at the same time as the seawall avoids the noise and disruption of returning to the property a second time to install the support pilings for just the docks. TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-12 Address: 2923 Bluewater Cove Proposed Improvement: Approvals Requested: Variance: Level III Architectural/Site Plan Review: Owner: Bluewater Cove Gulf Stream, LLC Agent: N/A Add a 5' wide X 91.5' long dock at 2923 Bluewater Cove. To add a 5' wide X 91.5' long wooden dock which will extend five feet over the intercoastal waterway on the east side of this currently vacant property. To permit the construction of a 5' wide X 91.5' long wooden dock that will extend 5' over the intercoastal waterway at 2923 Bluewater Cove, which at this time is a vacant lot. Gross Lot size: N/A Effective Lot Area: N/A Proposed Total Floor Area: N/A Allowable: N/A Zoning District: RS -P Entry Feature Height: N/A Pervious Area Required: N/A Pervious Area Provided: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/ site plan review Section 66-154 Standards: Regarding Variances Section 66-369 Docks Discussion: The applicant is seeking relief from Town Code Section 66-369. Docks. which prohibits docks from being constructed on vacant lots. The portion of section 66-369 relative to the variance reads in part as follows: Permitted as accessory use. Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. When making a recommendation on this application for a variance, the ARPB must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. ARPB File # 22-12 ARPB: April 28, 2022 Page 2 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. These are the criteria the applicant is required to address. The ARPB shall hear, review, and consider this application for a variance and recommend one of the following actions to the Town Commission: 1. Grant the application in full. 2. Deny the application in full. 3. Grant the application in part. 4. Grant a modification of the application in such form as the Town Commission deems proper and consistent with the variance standards. 5. Establish such conditions as the ARPB deems necessary to ensure conformance with the variance standards. 6. Return the application to a recommending review authority or applicant with specific instructions as to additional information, evidence, or testimony desired in order to make a decision consistent with the variance standards. 7. Continue the consideration of the application to a time certain. Motions: Motion to recommend approval/denial of a Variance from the provisions of Section 66-369 of the Town Code to add a 5' wide X 91.5' long wooden dock which will extend five feet over the intercoastal waterway on the east side of a vacant property. Motion to recommend approval/denial of a Level III Architectural/Site Plan Review to permit the construction of a 5' wide X 91.5' long wooden dock that will extend 5' over the intercoastal waterway at 2923 Bluewater Cove. ARPB Date: April 28, 2022 Action: Variance - Level III Architectural/Site Plan Review - Town Commission Date: May 13, 2022 Action: Variance - Level III Architectural/Site Plan Review - Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the rm lop mperly, please review ent Review Form. Fti Application for lu a to comple a this form properly will delay its consideration. he accompanying Town of Gulf Stream Instruction Manual for p Deve p ARPB File #)--2' L2 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: I.A.2. Project Address: Z " Z. 3 • I.A.3. Project Property Legal Description: A FL 3\ Cave - Giva 51 -rat i LL( 3 malt, Cove_ au se, (IAA A cta/a-i 64 rn z I.A.4. Project Description (describe in detail, including # of stories, etc.) (katt a 5'w x I. 5Uwe) dock z 123 E3 o a - ewe 7 I.A.5. Square Footage of New Structure or Addition: Architectural style: 4�. I.A.6. Check all that apply: Architectural/'tte Plan Rev North Ocean Boulevard Overlay (complete section B) Demolition of Structures (comp e) Land Clearing (complete section D) Special Exception (complete section E) anance omplete section G) Non-residential .uses (complete Section F) I.A.7. Proposed F.F.E: Type of Foundation: B. Owner Information I.B.1. Owner Address: 116 I -6 S, 0 1.6.2. Owner Phone Number: 2 Fax: Po 1. 194-- 8569 fo $ 113.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: 1.C.2. Agent Address: I.C.3. Agent Phone Number (0) I.C.4. Agent Signature: r3 a'r-, Boca 2a Ot- / FL- 33437. Cell Official Use Only ARPB Date: Pre -App Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 September 2004 Fax Page 2 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION h Town S ff. Please To be co additional sheetsnts onlyfter whenenecessary and be sure tpcation conference oincludethe be y all appropriate and complete brief. Attach question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? S F III.A.2. Is the project compatible with the intent of the zoning district ? No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes No Explain: III.A.4. How are ingress and egress to the property to be provided? gluewaf cow. 144,4- 1- III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable water d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involy nd area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes (If "Yes", Section B of this part must be completed.) IV .A.2. Does the project involve the demolition of one or more structures? Yes No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exi • vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes No (If "Yes", Section E of this part must be completed.) IV.A.5. Is roierf at variance with any regulations contained in the Zoning Code? . (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? Jn C,I-S a re- t 0i5 t.f_CAssory 66 - 361 (z) 115 . IV.G.2. What does the Zoning Code require for this specific site? 3ti.e_ N 4 par IV.G.3. What is proposed? IV.G.4. What is the total variance requested? Sew tno c Pelf - findings from Section 66-154, must be addressed: (Attach IV.G.5. The following 8 mandatory additional sheet if necessary. (1) What specific conditions and involved and which are not district? (2) (3) 59e t .V ,Qcty„. variance circumstances exist which are peculiar to the land, structure, or building applicable to other lands, structures, or buildings in the same zoning Did the special conditions and circumstances result from the actions of the applicant? Ye No Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes o Explain: � vtpA- (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties undue hardshipthe same on the zoning applicant? district under the same terms of the ordinance and work unnecessary and Sew Vu -A- ?et (5) Is the Variance requeste• he minimum variance that makes possible the reasonable use of the land, building or structure? Yes No ►� r e o3ed 'Dock 1.0;11 Cote With t fo ts0 to Explain: � � � J 0u thCOI III- � (6) Will granting the variance permit any prohibited use to be established or re-established: Yes (7) Is the requested variance consistent with t .oals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes No Explain: s e'er Application for Development Approval, Form ADA.32000 Page 6 September 2004 -- REVISIONS: _ INTRACOASTAL WATERWAY Ap,� -1 4 ?022 �onGf F DESCRIPTION: _ __ EASTERN PROPERTY LINE _ (BULKNEpO SETBpLK B'N-) TIMBER DOCK DETAIL A: CONCRETE PLUG SECTION r1S1' WIOE %9t S' LONG LOT) ILUEWATER COVE ILKHEAD SITE PLAN V , WN HI de S�HAI NOE 4JE SITE PLAN �BULKHEAD LpTERACSUPPORT N°ORTHILOT LENGTH1 29'.STAL CONCRETE BATTER PILE ` . — j , _ CONCRETE PLUG AT CORNER TO NEIGHBOR, W/ REBAR No. 5 BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION Na 7 0^ m D " ,/ �- --1------- �% �S RN p. + _ _ _✓ COMPOSITE IIIIN PILE BULKNEAD WITX INTEGRAL CONCRETE LAP, ELEVpT10N: (.)S.0' NpVD _ __ __ -^ _ _ _ _ _ _ _ _ _ _ _ _ II �v"' ----!1 ,'!. i ---_.._ = `��_ f�-�_, �� ' �il•••.. Lyp„_____ - --i1= 51 ME ODCI[POSIiE IDE%2°'LONG -_.: 1 ST00. WITH RULKNEgp W'TR CONCRETE CAP) S� WBIOE X 915' LONG r 1 OCK LENGTH TO% 1 TOTAL LOT) SOUTH LOT LENGTH: 128'-0" �� PROPERTY LINE WATER OUTFACE LOCATION _ - E _' 1� ,- ANATEE PROTECTION GRATE - iI __ -.-s }Id _ ry �-t! I2 PREPARED FOR: IRONWOOD PROPERTIES, INC. DEERAY eEA R, F s, ia4Ea —,- - -- -- TREE REMOVAL: ( l -------" (DULNHEADSETBACKJVZI —'- AT CORNER STEEL TI LATERALSUPPORT FOR LATERAL SUPPORT DETAIL "A^ ION: i0tEp Wi Ilfam T. Sadler cn=William T. Sadler, 84 D=S: DiifiInc. =wts@seadiv.cO versed,nc r ` m,c=US ,,,,c!-.-••,'„C„0'c_ 2022.04.1413:11:15 NA1_,� MENIRn'oA I.LISER 01E4 NUMBER FSWEe, In0. INVASIVE AND EXOCTICS TO BE REMOVED, MANGROVES TO BE REMOVED WITH PERMIT AUTHORIZATION ONLY • ♦'�� �r �� ��.. ♦ i . • �, — • ) �� •� i a y a° a �� 4 u �i * r......,...., . /----. LL ' X11 ��� O i.i�� — C • PREPARED BY: SEA DIVERSIFIED, INC. survl,"ZrUigrering 160 Congress Park Drive, 6114 Delray Beach, Florida 33445 Tel: 561.243-4920 www.SeaDiversified.com Ln Cr) LUEWATER ) �. CL .' ] COVE .,: DEVELOPMENTI. 0 'v in ,,, _ ►.0 • 1. •�1'j LJ ir��'i. '!��� 00 N * ���1,, •: • SITE PLAN FOR PERMITTING PURPOSES ONLY ATE: DDRAWN JULY 2021 ` , " ��� �• NOT TO BE USED FOR CONSTRUCTION BY, B.N v CHECKED BY: W.T.S. ( SCALE: 1 =10' HEET: ��. 1 Inn�� I O tto — IL V P-1 LADO ID: TOTAL NUMBER OF SHEETS: PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. $.28E1.REY.P-1.S1e PIan.0a.0S22.tl0n.11/2022 2'22. PM SFA DIVERSIFIED INC. a. pyAf REVISIONS: API?14 ` "® ?o?? S 7 I°con of �ulfS: r �r��m, DESCRIPTION: S� 1 _ PLASTIC PILE CAP ,. I PLASTIC PILE CAP �/ G ` ELEVATION 10.0 NAND TX6' COMPOSITE DECKING (TIMBER ALTERNATE) ELEVATION 100 NAVD ai e 2'X8' PT STRINGERS SECURE OUTSIDE STRINGERS E96�' LONG NOTES AND SPECIFICATIONS WUCEMEMBER UEOUSE 08DD SPLICE MEMBER AS DEPICTED. SECURE CENTER 2'Xe' PT STRINGERS STRINGERS TO CROSS MEMBERS W/ $$ STRAPS. TECHNICAL SPECIFICATIONS T,6' PT SYRINGE PrePored by Sea Diversirad, lx. SECUREOUTSIDESTRINGERS Date. APRILS 2022 2-Xfi'COMPOSITEDECKING T%8' MISER TO TMBER PILE W/ SINGLE 1/2. SS BOLT W/ 2'XS'pTSPLICE 2"%8"PT SPLICE CONCRETE (TIMBER ALTERNATE) CONCRETE BULKHEAD WCI DOUBLEWASHERSANDNUT USE3eekr BULKHEAD WI 2.X8' PT STRINGER ARTICLEI PROJECT DESCRIPTION CONCRETE A SPLICE MEMBER AS DEPICTED. SECURE CENTER CONCRETE CAP STRINGERS TO CROSS MEMBERSWI SS STRAPS. 1ITSfi THROUGHBOLTWITH 1 ThILE1-PROJE T FESCRIbonel marginal docks and concrete bulkhead the Town of Gu6abeam DOUBLE SS EA�HAEROAINDeN NAVD ARTICLE 2 a GENERAL NOTES -� -- ELEVATION S.O'NAVD ` Sx PROJECT: BLUEWATER COVE BULKHEAD, MARGINAL DOCK & REVETMENT PLANS u.s. xlcxwnr xo.+ eEPcnon oa TOYiis�'ilids s°naXae"a]a SHEET TITLE: TYPICAL DOCK DETAILS - •" ' x---- •.r • _ / r / '! 4s� k '� X�,� \ 1. AU elevations are in feet and referenced to the Noah American Vertical Datum el len (NAVD BS) or Mean n +, Low Water(MLW), as sperm gy noted on the plans. I'II 44. e' -� BEVEL CUT END OF CROS$ 're`,1,7 nhom Neseplansnotes orspecrcatlonnTgoleapprovrg"Onngby the ENGINEERar I di liv vi tl on constlered m tructi 1 ante 6th plans andspco dcaolved • - • /X / 1'� BEVELCUT EDGES ' '° CROSS y I�; ilk bid /1 MEMBERS AS SHOWN IN PUW. 3. An tl the plena, nC specificationsa d ;her de documents must be resolved N r ono Any pp g9 -• 1 O MEMBERS 0 ( ! . O / { ° o / / O f writingbY 11r ENGINEER pMbcontinuing the work in question. 4. NI cti ufacturrg...cat nd testing of materials shall be performed under the guidelines o t forth applicablelecal state ...federal codes, and. under recommendations provided n tech cal al X / 4'X4'Xtl4'ALUM. / ANGLE SUPPORT _ SEE DETAIL MHW Fry 0.3T NAVD - P G moires a Emil onalor Musbyorga of s Malehll gAn'.ogre''s where aPp6caNe, 1/255 THROUGH BOLT WITH M1anod.cnstructd r manufERMrevleliafoe Me roneet hall be.cornp DOUBLE SS WASHER MIO NUT. B. AB protlucts constructed or manulacluredsuDDlied foe the Wolad shag be accompaniatl by ntluslry ecwplade MNW(v)D37 NAVD ties or guarantees._ warranties `. 0 NAVD / �' / / ti J'X10' PT VERTCN 2'X6' PT TIMBER CRO55 MEMBERS ✓, - CROSSMEMBER SUPPORT ��1)EACH SIDE OF PILE SECURED WRH DOUBLE 6'B' HDG THROUGH BOLTS A$ SHOWN. /` V ;L v 6. sM1l nt1 Butldrng Cotle FBC 2020 Tth Ed bon (latest). • 0 NAVD T. TIN CONTRACTOR re and sracloo0SuopErs etc. ER o any all dmens6na l0 and spcution f a and work. conditionsa Me lab sire and shell mtlty Iha ENGINEERdairy tllscrePondes prior the execution of any '�, 3'%B'PT TIMBER CROSS MEMBERS 111 EACH SIDE OF PLE. SECURE WITH 6. N work. Xon d mensans shag fake precedence Dvor scaled dmensiora. (DO NOT SCALE) ALL TIMBERPILES ITHATO BE DGUBLE ElB'SS THRWGH BOLTS A$SHOWN. g. Nmale.s shown or .1. for on Ness plans shall be installed as per manufacturers recommendatima end WRAPPED WITH AN IMPERVIOUS MATERIAL 10. pariXng plans for permit roe CONTRACTOR accepts plans es drawn a. 5 responsible for Me completion FROM 6' ABOVE MHW TO6'BELOW MLW (ttP) LW 2.I NAVD M - T L 2.1T'NAVD ARTICLES MOBILIZATION AND DEMOBILIZATION MW - PREPARED FOR: IRONWOOD PROPERTIES, INC. DELrt'<v ePw.nxc]n Fionlon"iuea i ! - - ALL TIMBER PILES TO BE ' WRAPPED WITH AN '- IMPERVIOUS MATERIAL ��//� 1. It's understood trial the nature of. project will require work over water and access to construction areas is required for material storing haulinge ct trc4onNfa.. pubbcor private. used for My rposes shall ba malnta reel and pa tl 1 1h g nal lorm after oornDletion of pojed adiv lies 2. The COMMCTDR shall present a SU ppp rg Stockpilend Admmrsbat6n Plan (SSAP) Io roe ENGINEER for The be to N requirements b the materials to be dative. to FROM B. ABOVE MHW ` @ /. / TO fi' BELOW MLW (ttP) "y 4'-0' approval. plan shall spears prof particular 6a site desOlbn delivery eel. stockpile temporary debrls/bash stn a temporary field office 1 (rill. uUlNes ma rib nerd here), (erranB security aMactalemenl ofcomm b:Nnt storage nlann95alery on the 3. The CONTRACTOR shall note that OW NER will have desgnatee and pre -established areas for product t.T bty nd Pose bI mandadudng all or n PoM1 It 4. ENGINEER has shall bereturned etuMed tercise grad bled 0pping sod, tr. onsbtla Plan established a re m originalgrad rn topping tree cover, eduponFssl fe,Hn t 5. k 'Completion. Ite rg C p the project Cthroug6n ell completion Can agreedupon o Wm be ()5.0 MLW 1 paled na ndprgectwalklhrough held at time the CONTMCTORmra tiers the project to be ((5.0'MLW /, \-� �;i (' t- 4 ! m2. '. A..: .., ;-.� ..,•;; �' -`� L .° 1YMIN. DIA., PT TIMBER 5bbnealNCo21511 ✓� 6. ItsBre CONTRA CTOR responsibility rocoord hate and pay for, necessary Wtibeaboavpy Me site and pertarm lira wok. ARTICLE 4 -SITE MWNTENANCE AND SAFETY 1. The CONTRACTOR shall maintain a dean and neat site void of loose debris trash, remnant parts or Trash aterials. receptacles and shag h maintained by CONTRACTOR r for this roje8 9 facllas¢haprid beusedto maintain Ne projet.he specifically up 3. Existing DeUr"a bas*Lw55456e0 tle spp,nre�aaIs ,a'J',elrumlrMeeE grehdsa>s 50, 1101 N •• _ 4. Removal v of lllloeli OWEbe 05080 scheduled five p'mentt reach v feetin dlom al 1B to rid IIyy raw ren6 - 1T MIN DW PT u- ., t , � � �� TIMBER PILE' - St ',. sla NiTRA000R dutg days. 200 submit sirs Ei the 8powed00,0,80* alan6Ume. roe S. The CONTRACTOR shall prepare end submRa Maintenance ofT2lFC Plan Nat apdies to vessels vehicles . ashpeegita Tha Pladnmust d' for ncWeing shot f rigs and mustbesub''dell to the .0v e r caeca n shad.. uwO continueto Teel safe 1tyy'cfFa.esthat 6. The hL open to CI. pu glos some ex.nt dueng.nslrvcbosi. of work Me park 12'MIN. DIA., PT E CONTRACTOR . r �. ._ County employees s awn. concern and must be addressed by roe CONTRACTOR o CO RACTOR shaI pqeeppsa 800 plan for approval byy da ENGINEER TIMBER Tr: T. The Leman.. OR sM1ag logowretl eppllmble kxal, slate and iatlerel mites regaNirg site safety and PREPARED BY: CERTIFICATION: AOIf•,,, William T. Sadler SEA DIVERSIFIED, INC. ;'i R,, cn=William T. Sadler, - •`\Ccxi�•;T sxrvoyinR s EnaineerinR - .ox o=sea Diversified, APPllratians 3� Ne. {I lei �� mIRG, A'email=wts@seadiv.c o P10,4:I om, C=uS 2022.04.1413:14:14 160 Congress Park Drive, #114 " ,, -04'00' Delray Beach, Florida 33445 Tel: 561-243-4920 wLLpAM RkOINTERJ0. E IPA REDIaTRAnDI+ riuMeeR n+as www.SeaDiversified.com FONTHENT E ,112a1F1EP,IXC. CA LICEX9E XDMPE0. 2s9a] NOTE: BATTER PILES ARE NOT SNOWN roR GMPNICAL PURPOSES. maintenar6e. ARTICLE 5. ENVIRONMENTAL TYPICAL SECTION DETAIL TYPICAL SINGLE PILE DESIGN DOUBLE 1. A Florida Deeppgartment d Envronmental Protection (FDEP) and U.S. AOny Corps of ENGINEERs Permit SUPSSAACNCalrge'q softhe pmeuri heOEeobleN0E01SIM1eENEINEER and Iew1pp9 Ile sl action 2. Tne CON-UcleO�lRvshag ba reappoo tale for eLey rig w th applicable restricting permrl wlMhio s imposeE by 3. TThhe CONI TRACTOR nsI pay penlcular sett nupn to the standard state conditions for manatee protection darling SECTION DETAIL construction and shall comply with them Wiry. PILE DESIGN ARTICLE 6- CONSTRUCTIONSURVEYING SCALE:1"=2'-0' SCALE: I"=2'-0 1. TEG5u,Nvey.Oorl�iequ>. t81Nmpblote project The ENGIINEERwill psovide New CONTRACTORazlsling 2. Mire benchmark information far reference. etlwtldcongnuirp layout and control of work to tie submitted to ENGINEER Ice approval Pronto beginning 2-X6'. PT DECKING COOT .f prole gnmen srequi 3. The CptOaNTRACTOR is advised that eMwtion dine project elevation and al t required for final P.T. STRINGER W/ SPLICE 4. T50 CONTRACTOR wig nd reepq d Io Provide a 6n0'As50l0* 6 rvev after m50Vl61 on. The survey must be mnductetl and wrlirNO by a Slate C Florida ksrrsetl SurvaYor and MaPoer. ARTICLE T SEQUENCING AND HOURS OF OPERATION -CONSTRUCTION 1 1. T. CONTRACTOR snail provide a schedule that details Me proposed sequence of construction with estimated number of calendar days and miestenes for major components of work. The ENGINEER shag be t.d in ativance of any intended ti=nges to construction sequencing, required aerations to overall project s edules or deviations kern projected milestone dales. 2. The CONTRACTOR snag note that Ore OWNER may Emit hours of operation and regmre ON CONTRACTOR e schedule dad', work activities as necessary lo minimize disruption to m v adjacent common park actives and P.T. CROSS MEMBER residences. sincluding but. limited to pile driving. or other crane/ large equipment related activities \ d edivit , Mal produce excessive noise, vLretion, dust or other air quer, impacts, may be M.. to specific PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS limeframes. TO UBLE W PILE OS SINGLE 112• SE BOLT yNl DOUBLE WASHERS AND NUT. USE 36' LONG ARTICLE S-DEMOLRION AND RESTORATION SPLICE MEMBER AS DEPICTED. SECURE CEMER 12' MIN, DIA, PT TIMBER PILE PT TIMBER CRO$s MEMBERS $TRINGERS TO CROSS MEMBERSWI SS STRAPS. t. The CONTRACTOR .all acquire all necessary building permits from the local munidPofiry prior to commencing O O v� t - ` LTS 1855 SIMPSON STRONG TIE OF STRINGIER STEGURER'/ BE 3 6DE SS RINGSHANK NAILS �3�'X6• DOUBLE SIB 551060000 60110 AS SHOWN. 2. All Eemdition debris shall be removed ...or. Posad of in an approppriate manner. 3. Demolition of sWcturea y include the removalof dusting Iimb'e 4i1es. Exisbn9 piles to be replaced are to be removed In their entirety acid may not be t or broken unless directed by the ENGINEER. My broken plies, whether ab viz or below grade must s markod and reported to the ENGINEER The CONTRACTOR shallbe ppoonns de for roe removal of any or a6 pile remnants resulting from the demolition activities as directed by the ' \ 4. TheGENGINEER may, al their deswetion, conduct an underwater Inspection of areas whin and adjacent to 0 O n - ` - - \ """' "' demolition to ensure such areas are dean end free of remnant debris. The CONTRACTOR shall be responsible ;. for the,removal end proper disposal of all demolition deb. including but not lmted to Umber remnants, utility - - Tile� TRATURI=ndun 1IEenmol6on activities strict mint County, - s. The CONTMCTOR smallll p arcs wM coon slate and Federal STRINGER ATTACHMENT DETAIL LTS 1BSS SIMPSON STRONG TIE I i) HT • 2'X• 9' PT STRINGERS jiYP) • I J Perm ta 6. Toe she Snell be eZZId by removing and flnlstrg ail evldenm C construction Indudirg emPorM hul malls okpleareasvegealo antltandmPoandarea egaNedlor00 5 tiro. ARTICLE TIMBER N.T.S. ' ��sTRIRGERISECURE 0431855 RINGL.' NAILS ITYP). / ' 1IY SS THROUGH BOLT WI ABBREVIATIONS DOUBLESSWASHER AND NUT jttP) 2'XB' PT SPLICE (lYP) 29(.8. PT STRINGER (TYP) 1. T'mbw 8WCwal members small be sound y 6owplra 01.100000.0,1,0.60 oct Chmmated Copper Arsenate M1047 ,ry0Copper Azle Type L(CA-C) E[h Demof lur 0604 3,0 k00,Retlr oy tla Bradeand atforgg n0 mP8 4 lor ail noln I T 6 awl above Deck haI be if rkcM �g catg f=t LTZ:rnf mark of a r 'Bern zed organ b ndeoeMent age bV c6Nrred by Ma Marrcan Lumber Standards Comm bee TreaUnenl shallb perA PA Sta rd 16. Ia 55 STAINLESS STEEL 'N ARTICLE 10 -TIMBER PILES 'N 1INIe) YeOow Pine .� T 1 -�i PT PRESSURE TREATED DOUBIE YB' SS THROUGH�y T%B' PT SPLICE (ttP) 2%0' PT r ( 1. Timber piles slag be 1T minimum diameter /measured 38 from by SDutnern (SYP), r dense N 2.6 pC CCAC Ireatm 1 f rg ASTM D2s Preswre Its(' TYP TYPICAL BOLTS W/DOUBLE 55 WASHER AND NUT (TYP) (/ STRINGER ITYP) r / f \ J r \ J grade beaB oN Oresslrnt must be' Nr with AWPA C3 and C10 PM length shl005101et 2. Pressure trealstl SYP h tier shag lave a I lla5 elands less Nan 6" above �� MIN MINIMUM w r ' err pmtecvve, le d a„HgE WeNrIMHW)m below lM1e Mean Low Water I L Pit m lariat snag ba M1eavy W DW DIAMETER --�. .. �_- U �;;�::: _ U [..1: . . . dun HOPE (High Density Potthylen).Bat 3655uregproofla. UV resistant Tn rshallba60 nut I 5h a us 1-1 • rim she mf nor en' mum s w v dap 1 n roofing sa D.ca amain .? HDG HOT -DIPPED GALVANIZED - - ,., 'N- ARTICLE II -HARDWARE rid - 1. the Caching slfiell W de n.IasslsNel type 3 its, bolts and washers shall be 316 stainless steel. Screws fa - VERTICAL DATUM DIAGRAM EDGE THE PLANS AND IAPPLICABLLE INSTALL NEW I2' MIN. DA., PT BUILDING LODES AND LOCAL MUNICIPAL NA ES.wt TOPE THE ENGINEER SHMPLY ALLNOT TIMBER PILE- MINIMUM EMBEDMENT 2'Xfi" COMPOSTS DECKING (TIMBER ALTERNATE) BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTON MEANS. DATE: FEAR.2022 10'INTO GOOD BEARING MATERIAL CONCRETE JJJ METHODS, TECHNIQUESEEOUENCESOR PROCEDURES, 0RF00 THE 6AFETY PRECAUTIONS ANO PROGRAMS IN CONNECTION WITH THE WORK. OMAN BY: B.N.W. MEAN NIGH WATER BULKHEADWI CONCRETE CAP CHECKED BY: W.T.S. 0.32. MAIM 1gB8 SCALE: AS SHOWN 11 I2.1T' MEAN LOW WATER TYPICAL FRAMING DETAIL SHEET: SCALE: 1'=2-0' SEO ON MOAA TIDE STA. ST2.2T4g ^DELMY BEACH^ NOTE DESIGN FOR CONCEPTUAL APPROVAL OF DOCKS ONLY, NOT TO BE USED FOR CONSTRUCTION s-1 OO 10: TOTAL NUMBER OF SHEER: 262681...10...Dod5ectons.PIlE.04 09.22 tl2n d1M202112:1612 PM SEA ONERSIFED INC. NOT PLATTED NOT PLATTED ONORET PARCEL / L iauruN ueSYNE LOT A KINGS 505755734 OUTWORN] PAW 45 SCUHLIE CE NEV4 OF =TIM 4/46/43 N MIRY rAeAOAYDAa 071807251 MONO M. =NTS .+si FB¢Lis •oRa.mETw¢ap euru7Yiwc,oRD++6 .31% N• WOMTV LIE POT [LUND Tr— MOORMER Of [NOMAD I I CONCRETE 4606 N O 7- O 7- 45 CC L. a WE ♦_ b (r)g 47 y O Lu 0 Q Cc 7, LOT 24 ?ER SIXINEMVPMCEL R14T A:MD'? OF RE AG?REAST WARIER REV4) Rai 4, 7 P X465 R.VEE 43 EAST, PAM (240/ COLDLY FLORIDA ORS BSNM. A 71E NRR.STCTED CF 7TE EAST 7850 05'9WAAY LIE OF STATE ROAD AO5 alARTIM FEDERAL FFLIWA1 AND RE SOUTH LIE OF 71E AGRMEAST ALCM SW 50/RI .4 DIITILSIX OF 422548 MID' 25 RE WEST 1077 OF WAY TEE RE MRACIAASTAL WATERWAY AS StMW OJ FIAT 21717 PAW N -4, RELIC FELO'OS CF PALM L AUI07482 71 DA; R VJS1.. AL010 SAO BEST Rag OF WAY LE0 A O5%AH£0 ENT NV OF 9B0A5 M7 70.4 MIT MANE 274.07 FEET Cr MO PARA(1D_ ID RE SOUTH LAC CF RE 71REAST WAR7ER(NE 4 OF SAD 2CRO64, 77ENF 5891450W ALONG SAOPARNI72 45740ECF I2ui97 TroA EL711731' 77E PAST 2517 OF WAY UE 5AO STATE ROAD Ni 5 MNM FEDERAL 7440475 PEACE S6.47TN'E ALONG 540 EAST DOR OF WAY U4: A O TABGE OF 98/35 FRET TO RE 80/7 0'8:74£777 WN7AM0 362946 =PRE METER 7.6434 AGES AKRE 0? LESS - BO 22 PAFLAT µ ND,»ECr,D [AMIN ASNERRY /OR IE�N®�4nR L"4R 4331 LOT 25 7772E IAFORMA nom MIS SLRVEY SHOWS ALL EASEA7NTS AM) FIGHTS OF WAY AS SHOWN O4 SCSELYLE B-4 (PARCELS 1 AOl) 2) 707 TFE AAERCA N LARD TIRE ASSbpA TKW COM17 NT FOR 7777£ PSI RAACE F0E AO 20048449, DA7ED MOVa4309 23 2021 722(6 AAD CO :MONO CF LYSCI AAER AS RECCRE1D OEM 6000 1034, PAGE 257 DOES MOT AFFECT CRFCT PARCEL. PARCEL S.E2ECT TO 7ERA6 APD 7102570718 OF NOTICE AS RECORDED ®4 OFAOAL RECORDS BOOK X1.739 PACE 0334. TRADE WINDS ESTATES FIRST ADDITION our law 2Av. 44) PARCEL / 9DIaaD�776�m LOT 26 LOT 27 -- - 484, .644 LOT 28 1 LOT 29 -"ice LOT 30 ,2.775107700 7 NOT PLATTED LOT 31 I HEREBY CERTFY MAT TIM SIRVEY WAS MADE IMF NY /ESRX07E CHARGE AID LEFTS RE STANDARDS CF PRACTICE AS SFr FORM BY TIE FLORIDA ADADI5700A Di ARD OF PROFESSIONAL SECTION D MAPPERS 7, FLORIDA STA747775 allPTIM A al cfr PAUL D. ENGLE nor vuG 117711611r RE 9DNA7 SURVEYOR & MAPPER /5708 FLORIDA LICENSED RVEICR.vMCP. RASED a N4i4T s R. &R400 PD7ES & LEEI'725 E= COMMIE 0507 = GYIKTE77 WM = WATER AEIER DV.= 041E VALVE 4 7 A BFP.= BACK FLOW REVERTER 4• 0407 = OFFICIAL FECCYAS WOK �h A w • �� POB A'N7LFlECi4JO _O ,p P11G =lVlf� SECTKW 4/46/43 - 527777118 / ("1// �? T0 4646 SOUR( RAM Eu A': EAST lr-a/ CFLOODNT X / W:T TPM IIFECTIV WEL NR DOGS 0977 // OEM F EF E 1247D LC•IQIIV S 2017 7105217E X& AE 6 CCIMANTY PAWL FO OW AC4PM 42099C0913F 9PFA' F ERECTILE DAM OCTCEIR 42117 ALL 11ENEXAS 90BN BASED 10 STANDARD 1/5 TOT MS 9FVEYAEETS RE aOSI E CFI ROT RR 7705 FEET ASTEOJED FOR O4E7X347 HOI ASK MCF RTY MSSLAVE),W4S A0EYED A WAN LEVEL IMAM 00"27770 qTN FEET As IMAM FOR WAS �O A /0AIONNCY CF 25462 AETVIS RR MUD& HR204IAL ANDA MARB*ADVS AO 98RFSACE 0A071 WAS WEE FO? UIERES 0? MIERCROMO FOOTERS LOT 32 A.a kg MAP OF BOUNDARY SURVEY ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIFICATE DE AUTHORIZATION 88447 SURVEYOR APO MAPPER 1N RESPONSIBLE PAIR D. ENGLE 955 NW. 177119E16E, 5147E 17-4 041.RAY 13E104 FLORIDA 33445 PHONE: 561-276-4501 FAX• 561-276-2390 DAR OF DEWEY JAN 12 2022 MD BOW PACE 6`a�i�Ni7tO MF. (29 0 W12910/0010f SCALD r = 40' 0077 A0: TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-12 Address: 2923 Bluewater Cove Proposed Improvement: Approvals Requested: Variance: Level III Architectural/Site Plan Review: Gross Lot size: N/A Proposed Total Floor Area: N/A Zoning District: RS -P Pervious Area Required: N/A Owner: Bluewater Cove Gulf Stream, LLC Agent: N/A Add a 5' wide X 91.5' long dock at 2923 Bluewater Cove. To add a 5' wide X 91.5' long wooden dock which will extend five feet over the intercoastal waterway on the east side of this currently vacant property. To permit the construction of a 5' wide X 91.5' long wooden dock that will extend 5' over the intercoastal waterway at 2923 Bluewater Cove, which at this time is a vacant lot. Effective Lot Area: N/A Allowable: N/A Entry Feature Height: N/A Pervious Area Provided: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/ site plan review Section 66-154 Standards: Regarding Variances Section 66-369 Docks Discussion: The applicant is seeking relief from Town Code Section 66-369. Docks. which prohibits docks from being constructed on vacant lots. The portion of section 66-369 relative to the variance reads in part as follows: Permitted as accessory use. Docks shall be permitted only as an accessory use to single-family dwellings for the exclusive use of the dwelling's occupants (residents and nonresident members of the occupant's family and resident guests at the dwelling). Docks shall not be permitted on vacant lots unless the vacant lot is adjacent to a developed lot under the same ownership and a unity of title has been recorded. The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. When making a recommendation on this application for a variance, the ARPB must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. ARPB File # 22-12 ARPB: April 28, 2022 Page 2 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. These are the criteria the applicant is required to address. The ARPB shall hear, review, and consider this application for a variance and recommend one of the following actions to the Town Commission: 1. Grant the application in full. 2. Deny the application in full. 3. Grant the application in part. 4. Grant a modification of the application in such form as the Town Commission deems proper and consistent with the variance standards. 5. Establish such conditions as the ARPB deems necessary to ensure conformance with the variance standards. 6. Return the application to a recommending review authority or applicant with specific instructions as to additional information, evidence, or testimony desired in order to make a decision consistent with the variance standards. 7. Continue the consideration of the application to a time certain. Motions: Motion to recommend approval/denial of a Variance from the provisions of Section 66-369 of the Town Code to add a 5' wide X 91.5' long wooden dock which will extend five feet over the intercoastal waterway on the east side of a vacant property. Motion to recommend approval/denial of a Level III Architectural/Site Plan Review to permit the construction of a 5' wide X 91.5' long wooden dock that will extend 5' over the intercoastal waterway at 2923 Bluewater Cove. ARPB Date: April 28, 2022 Action: Variance- Approved (4-1) Level III Architectural/Site Plan Review - Approved (4-1) Town Commission Date: May 13, 2022 Action: Variance - Level III Architectural/Site Plan Review - EASTERN PROPERTY LINE (BULKHEAD SETBACK 8'+1-) BULKHEAD LATERALSUPPORT CONCRETE BATTER PILE COMPOSITE SHEET PILE BULKHEAD WITH INTEGRAL CONCRETE CAP, ELEVATION: (+)5.0' NAVD TREE REMOVAL: INVASIVE AND EXOCTICS TO BE REMOVED, MANGROVES TO BE REMOVED WITH PERMIT AUTHORIZATION ONLY TIMBER DOCK 5' WIDE X 91.5' LONG IORTN LOT LENTGV:29OBAL LOT) 280'.8.. (COMPO8ITE BULKHEAD 51MBER DOCK ' IDE %20'LONG STOR WATER OUTFACE LOCATION W1TH ANATEE PROTECTION GRATE PLANS ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED ENGINEER REGISTERED IN THE STATE OF FLORIDA. DETAIL A: CONCRETE PLUG SECTION CONCRETE PLUG AT CORNER TO NEIGHBOR, WI REBAR No. 5 BARS MINIMUM 10' LENGTH, DESIGN TO BE FIELD MODIFIED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION EASTERN PROPERTY LINE TIMBER DOCK 5'WIDEX815'LO% 1 OOOLK LENGTH TD% OF TOTAL LOT) 8 UTH LOT LENGTH: 128'A^ BLUEWATER COVE DEVELOPMENT 00 EASTERN PROPERTY LINE (RULKNEAD SETBACK 8.5'+1.) STEEL TIE -0005 AT CORNER FOR LATERAL SUPPORT L SITE PLAN FOR PERMITTING PURPOSES ONLY NOT TO BE USED FOR CONSTRUCTION O ,10 —,LL DETAIL^A^ REVISIONS: DATE: DRAWN BY: CHECKED B SCALE: U z ow 317 ole CCM OW —o a JULY 2021 P-1 CAD° ID: TOTAL NUMBER OF SHEETS: SITE PLAN 26i8.51FEV.P-isle Flzn.00.oe 22 dpn 411,022 2 22 38 PM SEA DIVERSIFIED INC. 1;,) ,r, REVISIONS: DESCRIPTION: 5-0 L _ PLASTIC PILE CAP S-0' PLASTIC PILE CAP YI 1 .(`� ��/� ire ELEVATION 10.0 NAVD 2'X6' COMPOSITE DECKING (TIMBER ALTERNATE) ELEVATION 10.0' NAVD J A` H O z"2ce"vr srftwGERs sscuaE ourslDE srwNceas NOTES AND SPECIFICATIONS I� TO TIMBER PILE WI SINGLE 1IY 5500LT W/ C DOUBLEWASHERS ANDNUT. USE36"LONG 2 SPLICE MEMBER AS DEPICTED. SECURE CENTER 2"XB'PT STRINGERS STRINGERS TO CROSS MEMBERSWI SS STRAPS. TECHNICAL SPECIFICATIONS 2'X8' PT SYRINGE- � Prepared p Sea DwersBed, Irrc. 2'Xfi" COMPOSITE DECKING 2"XB" PT STRINGERS SECURE OUTSIDE STRINGERS Dale. APRIL 8 2022 TO TIMBER PILEWI SINGLE IIY SS BOLTWI 7X8" PT SPLICE 2"X8"PT SPLICE CONCRETE (TIMBER ALTERNATE) CONCRETE 2X8'PT STRINGER BULKHEAD W/ DOUBLEWASHERS ANDNUT. USE36' LONG BULKHEAOWI ARTICLE( PROJECT DESCRIPTION CONCRETE CAP CONCRETE CAP SPLICE MEMBER AS DEPICTED. SECURE CENTER till SS THROUGH BOLT WITH 1. the proNd ndutles answdlon of marginal docks 012 concrete bulkhead within Na Town of Gulstream, STRINGERS TO CROSS MEMBERSWI SS STRAPS. /%'DOUBLE SS WASHER AND NUT ARTICLE 2---GGENERAL NOTES ELEVATION 5.0 NAVD EWATER COVE 0, MARGINAL DOCK ETMENT PLANS s dvin xaE g E TYPICAL CK DETAILS fkl ' " ; r �; ' f, .. W .. - j /\ ,� .. BEVEL CUT EDGES . , % 'j - I� - II � - - I' - I� 1�1 /$ ELEVATION 2.6 NAVD C,f 1. All elevations are in feet and referenced bthe NOM American Vertical D W o1 1988 NAVD 88) or Mean r• Low Waler(MLW) asspenrroYn !t000opoci Wt II'' �----� BEVELCIITENDOFCR05S 2 els.Ure�aio will be considered construction notnmcoompl' c be ompliance with the plans end speacEirGal90E0,. MEMBERS AS SHOWN IN PLAN. 3. An dl des the Gfkall d bid documents be \ • y k• � \/.�V ens ` 1 OF ALL NEW CRO55 • 0 MEMBERS _ ,_.- a ® < ' ' v i G 2 0 coo pia ores n oN must !n y pa p pe re'''''' 0 wM ngsby the ENGINEER poor lonconhnu rig lM1e work'n questioner 6. All cons... manufacturing. fabr.tron aM testing ofmaterlals shall be performed under the guidelines ® set foot n ary Me local stale end ktleral wtlea antllor antler fewmmendabas pmvked n IeMnlcal ^- \ \ `f \ � \sx \ �f\ 4'XA'X1/4'ALUM. ANGLE SUPPORT SEE DETAIL MHW (a)03Y NAVD +:. Dub calbns of respecletl VMessonaly ntluslry Dios t'ona Malanel.shrg pragrema where apPl'rable, 11Y SS THROUGH BOLT WITH shall be gasanled to the ENGINEER Ior review erM approval prM to mnsE tlon DOUBLE SS WASHER AND NUT. 5. M protluds wnslrud or manufac.redsuppl ed for the proled shay be accompan ad by.industry ecceptaHe MHW(a) 0.32 NAVD foes or99 PROJECT: BLU BULKHE SHEET TITLE: DO y , <y 0 NAVD ',,,,..)E: \� � `� �, � .� CXOSS MEMBER *3, UPPORT (2(1))FACH SIDE OF PILOE SECURED WITH ' '\n DOUBLE5105100 THF5UGH BOLTS AS SHOWN. �` '/ - r T \ `1 N { , �, ` _ _ >:\/".. \ 6. Canshuc8n thrallraltw Florida )01 0g Cade FBC 2020.7th Edition (latest). L - 0 NAVD ' the CONTRACTOR =ndr redva, Su N er,0 etc, shall verity a0 d menslons plans and specifications aM 3'XB'PT TIMBER CROSS MEMBERS contlltl0n5a Ne lob sl. end shallrwtHy the ENGINEER of any tlscrepancles prorto the esecu[bn of any (11 EACH SIDE OF PILE, SECURE W ITH DOVBLEBIB"SSTHROUGH BOLTSASSHOWN. 9. AI t Issho =vrnIOetllkw oNntZsenplens shallpe Stal1;n:I manufadueg,twmme,ndepons and LL TIMBER PILES TO BE sya�flcehona•tJ' r ubm Mng plans for pemat the CONTRACTOR accepts plans as drawn ands responsible for the completion WRAPPED WITH AN 10'Jaw.. IMPERVIOUS MATERIAL of all work FROM fi"ABOVE MHW TO6-BELOW MLW (TYP) ARTICLE 3- MOBILIZATION AND DEMOBILIZATION MLW - 2.1T'NAVD j• • �, �~ ALL IMBER PILES TO BE ' �`\ " F' WRAPPED WITH AN \' / IMPERVIOUSVILHEA MATERIAL �; ' � {M \ • 4-0- MLW - 2.1T NAVD 1. It ndersl at thenatureof the project will 10A over 3950aler anPublcss.cor tesustoed ^rorareas is required g g erectkon or :poled: be mamta ne0 antl pa retl t IM1 ittn. m ari,a'r platon of pprmoject achviaz. 2. TM1e CONTRACTOR shaX presaMeSp pp'rtg St drill arM Atlm nrstrallon Plan (SSAP)lo the ENGINEER for ►{ PREPARED FOR: IRONWOOD PROPERTIES, INC. sm. MY BrA , ONION 1]4m i• FROM MHW TO 6' BELOW MLW(TM) >(.'‘ ,' ` im, �' `� `,.` \ ,' •' ()5 0 MLW `'` PD L The planOshall be specific to tn project requirements for the parpwlar matena6 to be delivered to d�lai rrww Avery po 116, stockpll temporary dept sl0esh sbrage stemporary freld re" 'nfa'netl there) fenvng fily M a starting ot c girnent W nrtridn ng safely on Me 3. The CONTRACTOR shag note that the OWNER ill have tles led and preestablished areas for product nd Doss er m r•ta'A ag °art n. der en sroregqe aarag :1'4; A. The ENGINEER shallhavetheefltoeoer' reasonablealera)kms0rad00C0or. Me plan(SSAP) ate antl ngs shall be re5rmed',gg a 19rade end.pp ng (0x100 tree cover edaN shed matl etc I) 00 31 0 MLW nneE Dry ei a ti0CORTRACTOR gran ga20 X5Y ' •: •.'• - - _ :`� ()5 items nea W wit elklhmugl� I!eIE aihe theproject to be 17 MIN. DIA., PT TIMBER 5 pslantlally Complete'. �� 6. It s Me CONTRACTOR s respons pity to coordinate and pay for necessary uI Lhes to occupy the site and perform the work. ARTICLE. - SITE MAINTENANCE AND SAFETY 1. The CONTRACTOR shall maintain a dean and neat site void of loose debris, trash, remnant parts or materials. removaland '� 3. Texim"" SdreC5l re:1'48nbaema00810 u0mbe5SlastmeucM1jrsdpachcal andcontainedn desgnaledOR specifically for ramazlunhl - moral. Debits and trash strait not be scattered in areas out l* the ...sign.. areas at any time. c removal. debnsltrash shall be scheduled ea apeman. to not allow odes to reach. nye teal n he._ or gg rater Nan these dmc 0 s srwll be removatl lrom 'Vier. DebnIrdeZI ' 1Y6106 DM PT �'�IMBER PIIR - - �L n' 1 fewR CTOR 110 days Receptedeas Ma.beregow I- ff.PI wet any0me. ell -71474'V 5. enO0 pe0001enns. IRia p I' 0 str0e 0 0000 rg'rndud rig skelcl 09 oltlraw nge e1E 00051 be u500000 6:thee ENGINEER for review and oIoovei before cammencement of at plan. I 6. The CONTRACTOR shall note that project consists o00 000eooru:I lhalwBlconl' 060112eret1 r .'C T .. ,. t� psi be open. the cuda to some extent urngamsVucbOn. Tha safety of pedesWam patrons of Ne park 12" MIN. OM„ PT TIMBER - Can Is o1 pn00mrreea3 WnWrn antl must be atltlresbsvadlhby Ne CONTRACTOR • T. Thee CONTRACTOR shall follooww all app910bllo focal,, Arend fed0.1Ncoses re9aMing site safety and CERTIFICATION, William T. Sadler ," cn=William T. Sadler, 4'4 o=Sea Diversified, eo. 41184 ` email=wts@seadiv.c STATE OE s _ 0,.: gamOM, "'�SSrONAIE�G' 2022.04.14 13:14:14 7.1.-W44' ois°Tnan'oA w'umeea TFlare I OlvEaeV"' INC. cciL ucense nunaeR Tsrn NOTE: BATTER PILES ARE MOT SHOWN FOR ORAPHICALPURPOSE3. maintenance. ". ARTICLE 5. ENVIRONMENTAL TYPICAL SECTION DETAIL TYPICAL SINGLE PILE DESIGN DOUBLE 1. A Florida Dewp011000nt of Environmental Prolechon (FDEP) and U.S. Army Corps of ENGINEERS Penh (USAGECalrk tiosWlhe pmouri�ahe1ityy e0rtj0dh ,N0ErGINEERrucbon tothhe eloc0nl din 2. SRe CONTRACTOR ehal ben n bI for eom lyP9 w17eppl'eabk r" n9permR0rngti simpoud by the focal TRACpsalily, stale v Bo 3. The CON'.TRACTO hat pay particular attention to the standard state conditions for manerta protection during SECTION DETAIL consWdn and Shan comply With them fully. PILE DESIGN ARTICLE 6 -CONSTRUCTION SURVEYING SCALE: 1" =2'-0' SCALE: 1"=2'-0" 1. The CONTRACTORCT isnetllos mpktetheontal/protecO ThOENGINEBo,o idet,CONTRAGTORexistn9 caber survey sale benchmark inrormah0n for refcve:09. 2. MCNotl ot continuing layout and control of work. be submitted. ENGINEER for approval prior. beginning 2.06. PT DECKING y prole gnmen squire 3. Thea0ONTRACTOR is advised that a.Nficadon of Me d elevation and alignment is required for final P.T. STRINGER WI SPLICE 4. The CONTRACTOR win be O. provide a fmal'Asbui. survey after construction. The survey must be conducted and certified by a State of Fantle licensed Surveyor and Mpper. 1 ARTICLE 7 -CONSTRUCTION SEQUENCING AND HOURS OF OPERATION 1. The CONTRACTOR shat provitle a 03108*. Nat tletails Ne preP0002 sequence of conshua00E with es0malen number of caleyndar days antl roes mole components ofwak. The ENGINEER Mpro 1 e I{■■ ( 1 ■r■■l toocosfo, pbe x03900 In 00000!ce00lanhon pmj0&0090910nedsalems*o11sequencing,regvre0alarelEns.overallprojed roject z. The CONTRACTOR sIO note Nat the OWNER meyTimit Iwurs o1 ppe00 a00 require Ne CONTRACTOR P.T. CROSS MEMBER . scM1etlWe tleiy work edivities es necessary to min! ¢e !eruption to common park activities and adjacent re idences. Operations, Inducting foul not (Trotted to pile driving,. other vane / large equipment related activities \ and activities that ...ye noise, vDmtion, dust or other air quality impacts, may be limhed to specific PT TIMBER STRINGERS SECURE OUTSIDE STRINGERS limeframes. TO TIMBER PILE WI SINGLE tn" 55 BOL 0' DOUBLEWASHERS ANDNUT. USE30'LONG ARTICLE B - DEMOLITION AND RESTORATION SPUCE MEMBER AS DEPICTED. SECURE CENTER 12' MIN. DUI. PT TIMBER PILE PT TIMBER CROSS MEMBERS STRINGERS TO CROSS MEMBERSWI55 STRAPS. 1. The CONTRACTOR shall acquire all necessary building permits from the local municipality prior to commencing PREPARED BY: SEA DIVERSIFIED, INC. surveying 8 Engineering APPlieatlons 160 Congress Park Drive, #114 Delray Beach, Florida 33445 Tel: 561-243-4920 www.SeaDiversifled.com O O 0 1�OF f1 X11 STRI GIERS CUREW 6C3SBDE SS RINGSHANK NAILS / I3'%B" DOUBLE 5/B' S5 THROUGH BOLTS AS SHOWN. �7 2. A1I demolition debris shall be removed offsite or disposed of in an appropriate manner. rig 0� 3 1020010000059 r e�nlrlieutyresnOma�nrdW�here 0110 hngtlhmpe,odes. lolls NB ENGINEER to. bpkc piles wtrapoNer above or bet o d dbe marked and repodetlis Na ENGINEER. oa o6e, eaCTORR aha06a rE eGENGINE the r 1 y all p le rem.. resulting from the demon un activities as tl r.t. by ttre 4, ER may l their d Ion conduct an u0denvater//0200000 of the areas wuhatand adjacent to Q O n 1 The '-' - '- - -' - --" -- Oemollt On. ensure cM1 a dean and free of remnant debits. The CONTRACTOR shay De responslNe rortheremovalandp peril'apasalolagdam0lh0000bnsn000ngbutnothotedtoombernemnanlsulliry erSI RACT0zlsh9 pvcomp0 111,0. - - 5. The CONTRACTOR shall conduit allaemoN on activities in sNd compliance with County, State end Federal STRINGER ATTACHMENT DETAIL LTS 1855 SIMPSON STRONG TIE 316 SS TW 1ST STRAP 1) EACH SIDE srwNGER sscuRE �i � 1 : 2"X3' PT STI INGERS (TYPj II Port h. 6. The s il shall be restved by removing antl afinishing all evidence of constmdlon Induding temporary haul roads stockpile areas vegetation and hntlscape, and areas ragaNetl for wnsWdion. ARTICLE 9 -TIMBER N.T.S. &1316 SS RINGSHANK NAILS (TIP). _ 112' SS THROUGH BOLTWI DOUBLE 55 WASHER ABBREVIATIONS AND Nur ITYP) YXB' PT SPLICE (TVP) 2„X8" PT STRINGER (TTP) 1. Timber structural members shall be southern yellow 1 de^Se rbig: 3* 10led Copper Arsenate p ne nq. 0 (CCA)rortfmun0omad,looallnomnalvzes eacandabove Deckbol be t7tlack t e moeald shall be of type Copper Azda Typo C (CAC). Each prece of tamper shall be dentifiedly Me gratle aM • Standa0) Cantu aces° 00s,1 rsM1all be as per . A PA SUn 5 by Ne Amer can Lum60r � m`ia SS STAINLESS STEEL ' ARTICLE 1U -TIMBER PILES PT PRESSURE TREATED 00081E5/B' SS THROUGH SS 2X 8' PT SPLICE (TYP) PT STRINGER(TYP) I --a , 1. Timber piles shall lea 12 damalar 1measure036"from lop of pie)Soumern YdATw Pine ISYP), No.ldensegradewhh mvsnlcon.nn TYP BOLTSWIDOUBLE TYPICAL WASHER AND NUT (TYP) �Y%8" `, I � ` 25pd CCA r=rut oAST.025.Pressure treatment must be n twit iN AWPA y length g a extends Ono ( MIN MIN MINIMUM n 2. Pressure treated SW. be piles shall have protective pile wmp Na less than 6' above Dl4 DIAMETER -. . g to 6. bel. the pu p 1� .... ..:, _":_ u.. _ u Mean mluITXi.E IL°W: C:ilsrg 11M,316SSdrrgs(Onk O�fn9rel'el2'ohcabngenl ire y60mil HDG HOT -DIPPED GALVANIZED - - RDWARE 1. A t ttaarng g rda real it u it i �ce 3t. bolts and washers shall he 316 stainless steel. Screws for VERTICAL DATUM DIAGRAM ,J TO TIRE BEST OF THE ENGINEERS KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY W (THIN INSTALL NEW tY MIN.DW PT TIMBER 0ILE MINIMUM EMBEDMENT 2X6" COMPOSITE DECKING (TIMBER ALTERNATE) THE APPLICABLE BUILDING CODES AND LOCAL MUNICIPAL ORDINANCES. THE ENGINEER SHALL NOT RE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCEC* MEANS. DATE: MAIL 2022 D INTO GOOD BEARING MATERIAL CONCRETE MEflalms ECHNIQUESSEDIIm-ITHE RPROCEOURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WfTH THEWDRK DRAWN BY: B.H.W. MEAN HIGH WATER D.3T CONCRE ECAP CHECKED BY: NASD 1088 SCALE: AS SHOWN 2.17' SHEET: MEAN LOW WATER TYPICAL FRAMING DETAIL SCALE: 1"=2-0" DeABASED ON NOM TIDE STA BT23TAB MY BEACH^ NOTE: DESIGN FOR CONCEPTUAL APPROVAL OF DOCKS ONLY, NOT TO BE USED FOR CDNSTRUCTION S-1 GADD 10: TOTAL NUMBER OF SHEETS: 2f1211131.0,103-2DockSections.PltE.00.Oe,2i.tlpn 414/203213:16:12 PM SEA DNIERSIFIED INC. 4 Low 6AH AN£ As AOTM 59904Za9 LmArMF707 LtuTm NOT PLATTED AOAD RN60.17. -1,606 N 06r8P_TXSt TITLE 1AFORMATIGNL• 2 A(W 9EMISCH PARCEL T/) SCTKiI I, 7715 SURVEY SHOWS ALL EASENfVTS AND RGTTIS OF WAY AS 0 OAT PORTION OF BE AWBEAST 747/NE WARIER MATTE FLORIDA a9]BD 94 L 8-/ SPA S 2) L�F 77771 489411(RVRE 43 EAST, PAIN (LEACH F- F0LOW9 PISLRAACE FUN°. 20048449, DATED 6.0155 ®4 24 2021 EEDV C AT 77E 94707007OV OF DE EAST RWT OF WAY LAE GESTATE O 8110 AO FEFUGUEM 46.4 AFD DE SOWN I1E OF REWRITE-ASTREWRITE-ASTWAFTER 1/4)0F SAO S079V 71611E 08914 ALCM SO 7ERI0 AAO CONDITIONS OF DISGYANSP C21 .S SEWN 4 0*TAI = 0 722948 TO A PONT 06 RE NEST NWT OF ® AS RECORDED 10 DEED BOOK X534, PAGE ¢ WAY LIE 7TE /pRACOASTAL WATERWAY AS 903117 CAI HAT BODE 0 PAGE M 257 DOES NOT AFFECT 9RFCT PARCEL HH9TELOAS OF PALML£AW COLAI7Y R0P0� PEN ND tr35 K090 SAD NEST NWT Cr WAY1190 A LS%AA1£ 0E28105 FEET WA/CM W A LAE 274.1 FEET OF PAPAW. TO DE 9417 LIE LF RE N ti 0106.074/ 05941 1(761/4) 0- SAD gcLrry I; 72602. s94740 74 pmca 51RFCT TO TERMS MO COALITIONS N (T7 ALCM SAD PARYIEL NE A (7TA OF 72+078 70 A PONT 0V Tit' ® OF NOTICE A5 RECORDED P77 7777141 EV- EAST NWT E' WAY LIE D' SAD STAIEOO4OMO 5 Tog/PONT NO A* RECORDS BOOK X1239, PACE LS34. ��p TWICE 074704•. ALCM SAD EAST NWT OF WA LAE A 062007 OF 22735 FEET TO FONT O' HT/417L W 9TN7AMD.7.2{9469 5470 FEE70P 7.64.34 AMTES £ LR LESS b F WI F, AL 'El S Ln8 1 W LEI M ti 2 2 W 0 LOT 24 BOOK= PA44 .ere IMMO NAT. [FAIN. xuAzs 14171,51N PARCII RN GUTMAN LEM leCffrEll 3A); ACE 11 4-7-02 TRADE WINDS ESTATES FIRST ADDITION 9.7977.=P¢ ft) LOT 26 sTAmwT mx= —Tam— _ .!N LOT 27 LOT 28 II LOT 29 LOT 30 —Mg— MAT &SDP," (O. HSI, PAGE 109) NOT PLATTED 91597!1474 MOTES & LECOLT CMG A. mArETE A , WA ..WATER AEIER CV.. GAIE VALLE /� SEP.- BADE FLOW FEWDER �'Tw'S, ORB - 020290 /ECO'OS 9:OC ',IAA �` PAW= FONT OF ff1I163 • ,,& ROC m FONT OF /o /J �i© Ovir TTE V8,,A1 /ETAKt O� �' "(' q N�'N46/4J LS AS4AED R) O f `/O� acnctvi6694) �43 /f n EAST 806120E X O ��r�� O]MEMYPAA6L 7F!p!%997 LOP0* Q 11F �� 9470' F EFFEOThE DA>E OCT07R$2011 FLOC 0 ZL7C 55 AVE!,6) OO1MFU447P OM MAP 9470* F EFFEC77E DATE =rag? 4 2017 ALL 460949094647764947007447015 (LS F007 7745 SLIMY FEELS TEE77097E OE I FOOT PER 0220 FEET AS 2603/69 FOR OO5560540 47006674647977 TIC SLIMY HAS A0EYFD A LEVAN LE47Z 11 77097E OF I FOOT N R000 FEET AS /04/ED FOP OONAEF004L/EIDOI11220 F7O'ERTY aOSI E WAS *190470 BASED W A RFAIOIACT (F AEA LR9,EV73 FOR 4ERIKAL 10OIOTITAL AAD 477ALAR 46.0940 FD 9707702E70071 WAS WOE FOR UNITES OR [14IXRY1. 0 FOOTERS LOT 31 LOT 32 MAP OF BOUNDARY SURVEY 110(27 CERTEY THAT 7746 SLIMY WAS ALOE LAGER MY RESPOVSOF CUR=E NO MEETS TIE SEAWARDS OF FRAME AS 37 FORTH BY TIE FIER. BOARD LF PROFESSIONAL 9RITYGRS WV 177615 AP CHAPTER 52-77, FLLRDA AOMN57RATIVE CODE, 819777 TO SECTION 472027, FLORIDA STATUTES NOT OMLIAIAL Y T TOtE AL AFLORDA PAUL D. ENGLE SURVEYOR & MAPPER /5708 ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIFICATE Cr AUTHORIZATION 088447 SY.RVEYOR AND MAPPER 1 RESPONSIBLE • PALL D. ENGLE 955 N.W. 177N AVEMAO STATE K-7 DELRAY BEACH FLORIDA 33445 PHOTO. 561-276-4507 FAX. 561-276-2390 DATE OF 91464 JAN 12 2022 TED SOW PAa aiw'�IIANTt ssu 17 OA/ r= 40' 0700 PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA 5. WHITE STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT Telephone (561) 276-5116 Fax (561) 737-0168 Town Manager GREGORY L DUNHAM Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED 2 tut l - Cat r , e. GS wont( tai UIuPIn CI 61e-6141.1 /+l;IWHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: Pia 6.e- e u 501," 4ddii-iov Na Z Co1-S 7- 1-g FURTHER AFFIANT SAYETH NOT: SWORN AND SUBSCRIBED BEFORE ME THIS IZ4-1' DAY OF ('fi'f1L INA 1PRY 4 �o < n Notary Public f .. ofrSm�26C 'fir WC) ffr . s�NCE 19��' Nicole Rogenmoser Expires 9/27/2025 , 20 ZZ 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Property Owners within 15' of Lot 7 + 8 of Bluewater Cove Parcel Number 20434604000005080 Site Address 2900 AVENUE AU SOLEIL Owner Name HONEY BADGER HOLDINGS LLC Mailing 1730 S FEDERAL HWY Mailing City State & Zip DELRAY BEACH FL 33483 3309 Legal Description 4-46-43, PT OF N 100 FT OF SE 1/4 LYG W OF & ADJ TO ICW R/W IN OR32368P1409 1111111 91111111111111111 111111111111111111111 This Instrument Was Prepared By And Should Be Returned To: Pet L. Breton, Esq. 24 shbury Circle al, FL 33991 praiser's PCN: 20-43-46-04-00-000-1090 THIS WoverviL r� district organized address is 1314 STREAM LLC, a 1101-5 South Rogers CFN 20210546201. OR BK. 33093 F'G 0183 RECORDED 12/01/2021 10:32:57 AMT 3,5599422.21 Doc Stamp 24,916.50 Palm Beach Counts, Florida Joseph Abruzzo,Clerk P9S 0183 - 186; (4Pss) SPECIAL WARRANTY DEED IAL WARRANTY DEED (this "Deed"), executed as of the �t7 day of 21, by FLORIDA INLAND NAVIGATION DISTRICT, a special taxing r the laws of the State of Florida ("FIND") (the "Grantor"), whose mailing cinski Road, Jupiter, Florida 33477 to BLUEWATER COVE - GULF a limited liability company (the "Grantee") whose mailing address is e, Boca Raton, FL 33487. Q WITNESSETH: That Grantor, for an consideration to Grantor, in h acknowledged, does hereby gr forever, the real property situate, as follows (the "Property"): onsideration of the sum of $10.00 and other good and valuable aid by Grantee, the receipt and sufficiency of which is hereby ain, sell, and convey to Grantee, its successors and assigns , and being in Palm Beach County, Florida, and described SEE ATTAC XHIBIT A LEGAL DESCRIPTION TOGETHER WITH all the impr'a cents, tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining and together with all rights and easements of record. SUBJECT TO real property taxes and assessments for the year 2022 and subsequent years; applicable zoning and other land use laws, ordinances, regulations and restrictions; and those matters set forth in EXHIBIT "B" attached hereto (the "Permitted Exceptions") without intent to reimpose the same. TO HAVE AND TO HOLD the same in fee simple forever. And Grantor hereby specially warrants the title to the Property and will defend it against the lawful claims of all persons claiming by, through, or under Grantor, but not otherwise. IN WITNESS WHEREOF, Grantor has executed this Deed as of' the day and year first above written. SIGNATURE PAGE FOLLOWS {9734676:3 } Book33093/Page184 CFN#20210546201 Page 2 of 4 Print name of W 1 sealed, and delivered resence of: O ess 1 4140. Signa e' of Witness Glee. vNtek Print name of Witness 2 STATE OF Fl OY1 COUNTY OFPC lyI ociAL,VI FLORIDA INLAND NAVIGATION DISTRICT, a special taxing district organized under the State of Florida By: Name: Don Donaldson Title: Chair The foregoing instrument was acknowled ed before me by means of jJ physical presence or ❑ online notarization, this )11 day of(v0vehia , 2021, by Don Donaldson, as Chair of FLORIDA INLAND NAVIGATION DISTRICT, a special taxing district organized under the State of Florida, on behalf of said district, who 1111 is personally known to me or ❑ has produced as identification. Haa r w.,wlc slate ofFbfds Cerofit,a Cahur 'tv Cort'a isskn HH 0629111 are • 11112/2e [OFFICIAL NOTARIAL SEAL] {9734676:2 } ePilbt.ott ())/w4c Print Name: ("rot fi CA Vl u r Notary Public, State of 'Ft, My Commission Number: &ft Di. 2'Di My Commission Expires: 102- k Book33093/Page185 CFN#20210546201 Page 3 of 4 EXHIBIT A LEGAL DESCRIPTION PORTION OF THE SOUTHEAST QUARTER (S.E.1/4) OF THE NORTHEAST TER (N.E.1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM OUNTY, FLORIDA DESCRIBED AS FOLLOWS: BEGINN G AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER (S.E.1/4) OF TH RTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE N.2°05'25"W., ALONG WEST LINE OF THE SOUTHEAST QUARTER (S.E.1/4) OF THE NORTHE UARTER (N.E.1/4) OF SAID SECTION 4, A DISTANCE OF 274.07 FEET TO A POINT LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHEAS TER (S.E.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; E CE N.89°14'58"E., ALONG SAID PARALLEL LINE A DISTANCE OF 692.60 FEET T DINT ON THE WEST RIGHT OF WAY OF THE INTRACOASTAL WATERWAY AS WN ON PLAT BOOK 17, PAGE 14-A, PUBLIC RECORDS OF PALM BEACH COUNTY, DA; THENCE S.11°10'38"W., ALONG SAID WEST RIGHT OF WAY LINE, A DIST OF 280.05 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUAR .K.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE S. ' 8"W., ALONG SAID SOUTH LINE, A DISTANCE OF 628.32 FEET TO THE POINT OF ING. {9734676:3 } Book33093/Page186 CFN#20210546201 Page 4 of 4 EXHIBIT B PERMITTED EXCEPTIONS tins and conditions of Disclaimer recorded in Deed Book 1034, Page 257. 2. 1 dtice Regarding Intracoastal Waterway Right -of -Way Palm Beach County recorded in Records Book 10339, Page 1534. 3. Matte tamed on the Plat of INTRACOASTAL WATERWAY, as recorded in Plat Book 1 e 14B, of the Public Records of Palm Beach County, Florida. c,' v o {9734676:3 } NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, APRIL 28, 2022 AT 8:30 A.M. and the Town Commission will hold a Public Hearing on FRIDAY, MAY 13, 2022 AT 9:00 A.M., both in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Bluewater Cove -Gulf Stream LLC, owner of the property located at 2923 Bluewater Cove, Gulf Stream, Florida, legally described on the attached Exhibit A. 1. Variance to add a 5'wide x 91.5' long wooden dock which will extend 5' over the FIND Canal on the east side of this vacant property. 2. Level 3 Architectural/Site Plan Review to permit the construction of a 5' wide x 91.5' wooden dock that will extend 5' over the FIND canal at 2923 Bluewater Cove, which at this time is a vacant lot. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: April 15, 2022 TOWN OF GULF STREAM ita L. Taylor Town Clerk