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Land Development and Planning Project Files_1016 Bel Air Dr._20200611_Development Order No. 20-0002APPROVED By Planning Board 06.11.2020 Application No. 20-0002 PLANNING BOARD STAFF REPORT MEETING OF: JUNE 11, 2020 TO: PLANNING BOARD FROM: INGRID ALLEN, TOWN PLANNER SUBJECT: APPLICATION BY DAVID NUTTER, BOATLIFTS & DOCKS OF SOUTH FLORIDA, FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATLIFT ON SLIP NO. 7 FOR A PROPERTY LOCATED AT 1016 BEL AIR DRIVE IN THE YACHTSMAN COVE TOWNHOUSE CONDOMINIUM. (APPLICATION NO. 20-0002) Applicant (Property Owner): Larry and Mindy Herskovitz 1016 Bel Air Drive Highland Beach, Fl. 33487 Applicant’s Agent: David Nutter, Boatlifts & Docks of South Florida 989 NW 31st Avenue, Building F Pompano Beach, Fl. 33069 Property Characteristics: Comprehensive Plan Land Use: Multi Family Low Density Zoning District: RML, Residential Multiple Family Low Density Site Location: Yachtsman Cove Townhouse Condominium Parcel PCN#: 24-43-47-04-34-000-0024 I. GENERAL INFORMATION: HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 278-4540 Fx: (561) 265-3582 Page 74 Request and Analysis: The Applicant is proposing to install a 10,000 pound capacity boat lift in slip No. 7 of the Yachtsman Cove Townhouse Condominium. The proposed lift includes a 240 square foot personal watercraft (PWC) platform. The property is located on the west side of State Road A1A. The Applicant has obtained both Army Corps of Engineers (No. SAJ-2019-02618(GP-CGK) and Florida Department of Environmental Protection (No. 50-378383-001-EE) approvals. The Applicant has also obtained approval from the Yachtsman Cove Townhouse Condominium Association to install the proposed boat lift. Section 30-131 of the Town Code states, under the definition of “boat lift,” that in no case shall the lift be higher than the superstructure of the boat when lifted. According to sheet DTL-1 provided by the Applicant, the top of the lift equipment measures six (6) feet from the existing dock wh ile the superstructure of the boat when lifted measures 3 feet 9 inches from the existing dock. Therefore, the lift is proposed to be 2 feet 3 inches higher than the superstructure of the boat when lifted. As a result, the Applicant is required to receive variance approval from the Board of Adjustments and Appeals (BOA) for the additional height of the boat lift. The BOA is scheduled to review and consider the Applicant’s variance application on June 9, 2020. Staff will advise the Planning Board, at their June 11, 2020 meeting, of the BOA’s vote on the Applicant’s variance request. Pursuant to Section 30-68(h)(1)a. of the Town Code, the installation of a boat lift shall be subject to special exception approval by the Planning Board at an advertised public hearing. Staff has reviewed the Applicant’s application and plans and finds that the project meets the Town’s Code requirements with the exception of the Town Code definition of “boat lift” as provided in Section 30-131 and as noted above. Staff recommends approval of the installation of the proposed 10,000 pound capacity boat lift subject to the following conditions and based on the plans date stamped received by the Building Department on May 20, 2020: 1. The Applicant receives variance approval by the BOA to allow the boat lift to be 2 feet 3 inches higher than the superstructure of the boat when lifted . 2. Following approval by the Planning Board and BOA, and prior to initiation of construction, the Applicant will be required to obtain a building permit from the Town of Highland Beach Building Department. 3. Pursuant to Section 30-21(g) of the Town Code, commencement of construction shall be initiated within two (2) years following the date of approval by the Planning Board. Completion of all conditions of approval shall occur within two (2) years following the date of approval by the Planning Board. II. Recommendation Page 75 Page 76 Page 77 Page 78 101 6 Bel Air Dri ve Palm Beach Cou ntyNoneMay 1 4, 20 20 0 0.035 0.070.01 7 5 m i 0 0.06 0 .120.03 km 1:2,25 7 Page 79 Page 80 Page 81 Page 82 Page 83 Page 84 Page 85 Yachtsmm Cove Townhouse COlllldommium Association 274S Ctalme Lam Northbrook. Illinois 60062 DEVELOPMENT OfRDE R # JJuly l, 2019 �· 1 �-( ._; :-: ; "·\; ,; :_.� f;,.: j ,: �-· � 1• 1 -! ..... i • ·> :·11: I:_ 1 :·· /. i': , .. To: Homeowner- 1016 Bel Air Drive, Higblmid Beac� Florida 33487 Dear Mr. & Mrs. Henkovitz; The .Association Yaohtmnaa Cove Townh.ome Condominium Association Has approved your application for a � lift in slip #7 per the Board meeting on June 27, 2019. We are also authorizing you power of attorney to sign the permit papa:wmk for the boat lift msuillation in this specific slip. The lift BlUSt oomply wifll all loc&l, COOllly, and state statutes and codes. M&intemmce and ICpair will be your responsibility. lf tb.ere are any other stipulations� the .Association you� modify as needed. The agencies neea to see the letter on your letterhead addressed to the owner, with the Joeation wh� the boat lift will be installed. Page 86 I GENERAL LEGEND: AF BCR BM ca CII. cu: CLP c:es CONC CIS DE D E El.£ XO.OCI' EOP &OW FF FH fN INV FIP FIR FNt> L MDCR N NII) MF ORB Ol8 P8 PBCR PC PG PL P08 POC Pl/CF R Am 8 8/W 8/W.I: SIR SHD UE UP w WIF WIU • ALUMINUM FENCE., BROWARD COUN1Y RECORDS a BENCHMARK• CAT<:H IWIIN• CIWrEIUJNE• CHAINIJNK FENCEaCONC!Uffl!UOHTPOLE,. CONCRl:l'E &LOCI< B'l'RI.ICRIRe• CONCRaE•CONCREl'e SLAB• IIRNNAGEEASEMENT"DELTA(C&HTRALAH�)•EAST• ELEVATION• EXlS1lNG ELEVATION a EOGE OF PAVEMEHT=EDGEOFWATER• FINIIIHEDFUIOR• FIRE HYDRANT=FOUND NAIL ts afNI/ERY jE •FOUNO IRONPIPE j!! ., FOUHD IRON R00 �."FOUNDNAILANDDISC 3: � ,. ARC LENGTH � i•MIAMIOADECOUNTYRECORDS l:: o,NOlffll :,t •NAILNIDDISC i• METAL FENCE"Ol'FlCIALRECORDSBOOK ,.OFFSET •PLATIIOOI<• PAI.M BEACH RECORDS a POINTOF ClJRVA1\IIU!•PAGE a PROPERTY LINE"'POINT OF BEGINNING• POINTOF COMMENCEMENT,. PUISllC FENCE•RADIUS•RIGHTOFWAV•SOUlH•SID!WAI.K"'SIDEWALK EASEMENT• se:r 112' IRON ROP=8ET�&Ol8C"IJl1IJTY EASEMENT ., UTIUTV POLEaWEST•WOODFENCE'"WAlEA METER o..r l'N Boundary Survey PROPERTY ADDRESS: 1008 BEL AIRDltlVE HIGHLAND BEACH. FL 3M87 NOTE: 1W08TORV Cll8.="8 / / / I 1) WOOD DOCK IN INTRACOASTAL WATER R/W 1WO lffl>R'I' Cll8 81111.DlNG t1000 LOT3 tF lD. LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF "HIGHLAND BEACH ISLES" ACCORDING TO nfli PLAT THEREOF, AS RECORDED IN PLAT 800K 25, PAGE 18' OF l1IE PUBLIC RECORDS OF PALM BEACHD COUNTY, FLORIDA.. CERTIFICATIONS: MICHAEL KRAFT ENTERPRISES, INC MAY 2 0 20 0 HIGHLAND BE H BUILDING DEPM 1ENT SURVEYORS NOTES: (1). ANGLe8 F SHOWN AR& REFERENCED TOTifE RECORD PLAT AND ARE A8 MEASURED. (2). LEGAL DEICRIPTION PROVIDED BY CUENT UNLE88 01HERWl81! NMEO. fa), NO UNDERGROUND UIPROVEIIEHTe LOCATED EXCEPT A8 SHOWN. (4), TNIS SURVEY WAS PREPARED WITHOUT THE BENEFII' OF A fflLECOMMITMEN'rTHEREFOR THE ONLY SUIM!Y MA11ER81HOWN ARE PER THE RECORIJ PUT, THERE MAY 81! ADllfflDMAL UAT11R8 OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBUC RECORDS OFTHl CORRESPONDING COIINTY'Ofl' RECORD. (5). THIS SURVEY 18 FOlt CONVEYANCE PURPOSES ONI. Y (6). THIS SURVEY IS NOT lO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN. REVISIONS: OATE: SCALE: 1 .. • 30, THIS SURVEYS MEETS THE STANDARDS OF PRACTICE M SET 1-------------+---+--------,t FORTH BYntE FLORIDA ARD OF PROFESSIONAL SURVEYORS ALL COUNTY SURVEYORSFtELO LOCATION OF IMPROVEMENTS 6/30/2018 CADD: U AND MAPPERS INC u17, FLORIDA ADMINISTRATIVE CODE. . . _ vi 1------------+----+-CHE_C_KED __ BV-:-JB-P---1 -s JULIO S. PITA. PSM.,8TATE OF FLORIDA INVOICE#: 11• 47648 PROFESSIONAL SUI\VEYOR AND MAPPER LS 5789 ------------+------1i---------NOT VALID WITHOUT THE SIGNATURE AND TH! ORIGINAL RAISE:D ��0Rive SHEET t 1 OF 1 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1Mvte.FI.ORIDA3332811111TE21 Page 87 GENERAL LEGEND: N' BCR BM CB en. a.F CLP CBS COHC CIS DI!! D E EI.E X0.00' EOP &OW FF FH l'N lffV FIP FIR FM) L MOOR N Ni1) MF ORB OIS PB P9CR PC PG PL POil POC PVCF R rw, s 8N{ SNI.E SIR SND UE UP w W/F WAI •AUJMIHUMFENCE "BROWARD C0UH1Y RECORDS ,.SEN� •CATCHWIN •CENl'l!RL!NE •CHAIHUNKFENCE "CONCftm"E LIOl4T POU! "CONCRlrre BLOCK STRUCTURE •CONCNm: • CON0R&'ll! SI.All • DRAINMI! !AS!!MENT "DELTACcamw..ANGU:) mEASl' •EU!VATION • ElCISTlNG llUiVATIOH • eOOEOFPAVEMEHf = EDGE OFWAlER • FIN\SliED FlOOf{ • FIRE HYORANT >, =FOUND NAil ii( .. ,f'M!ltr I "FOUND IRON PIPE f!!· •l'OUNDIRONROD � "FOUNDNNLANDDISC ;f � ,. ARC I.ENGTlt � • .. MIAMIOMIECOUNTYREOOROS I .. i •NORTH •NAII.ANDDISC = METAL FENCE "OFFICW..Rl!CORDS BOOK ,.OFFSET •PlATBOOK •PALM BEACH RECORDS • POINt OF CURVAl\JRE • PAGE "PROPERlV LIHE • POINTOl'&!OINNlNO • POIN'l'OF COMMENCEMENT cPIJISTICFENCE •RAl>IIJS =RIGliTOl'WAV •SOUTH "SIDl!!WALK ., elt)!WAUC l!AlleMl!NT • SET 112' IRON ROD ,. 8eT NAIL &DISC otUTIUTYEASEMl!NT = UilLl1'V POL!l awesl' "WOOD FENCE •WATER METER 0,4'. fN Boundary Survey PROPERTY ADDRESS: 1008 Bel AIR DRlVE HIGHLAND BEACH, fL 33487 ,. 1WOlmlf\Y cu:::m / / LOU existing concrete seawall, cap and pilings to remain NOTE: I ! ig i1t ! INTEROOASTAI. WATERWAY 'l'W08TOI\Y Clllllltall!NG SIOOI LOT3 Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain 1) WOOD OOCK IN INTRACOASTAL WATER R/W EXISTING CONDITIONS "SCALE: 1" � 40'-0" 't t l ,......._,.,_·., i Pt/2' IA 1.4' LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF "HIGHLAND BEACH ISLES" ACCORDING TO 11fE PI.J\T THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 154 OF THE PUBUC RECORDS OF PALM BEACHD COUNTY, FLORIDA CERTIFICATIONS: MICHAEL KRAFT ENTERPRISES, INC SURVEYORS NOTU: (1}. ANGUS F •HOWNAR& RifERINCEO TOTIIE RECORb l'LAf AND ARE A8 UEAIURJlD. (2), LEGAL DESCRIPTION PR(MDS) BY CLIENT UNl.£88 cmteRWISI? NOTED, Pl• NO IIND&RGROUND IIW'ROVEIEfflJ LOCATED EXCEPT A8 SHO\'t'N, (41, 11fl8 8URVET WAS PREPARED wmtOUT THE liffllFIT OF A fflLE COMMITMENT THEREFOR 1HE OHLV SUIM!'f MA111iRS Sffl)WN ARE PER TH! RECORD PLAT, THERE MAY BE ADDITIONAL MAfflU OP RECORD, NOT SHOWN WHICH CAN BE FOUNI> IN THE PU8UC RECORDS OFTHli CORRESPONDING COUNTY OF' RECORD. 15). THIS SURVEY IS FOR CONVEYANCE PURPOSE$ ONLY 161, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN. Cari G. Forbes PE. 1000 South Dixie HWY, West; Suite 1 Pompano Beach, Florida 33060 Email: Carfforbespe@yahoo.com License NO: PE-20699 Phone:954-682-6651 REVISIONS Orawntr,: CA Cl'wclwdby: DJN Date: OC/161'2D Jobllo.: 1- � EC ..c: (/) Page 88 E TPOLE K STRUCm.JRE E Existing concrete seawall, cap and pilings to remain SLIP 1 TWOSTORY CBS BUILDING / #1008 / / LOf2 SLIP 2 Existing 221' x 3.55' (5.55' from wetface, 1224. 7sf) wood dock to remain 68' 7" NOTE: 1)WOOD DOCK IN ,I I 248.90' IN'JERCOASTAL WATERWAY SLIP SLIP 4 5 New 1 0000llb elevator lift in Slip #3 (To be permitted separately; not part of this permit request) 20' .1.. ..1 .. 111 '-6" ............... .-... ............. ...................... . PROPOSED CONDITIONS SCALE: 111 = 251-011 1WOSTORV CBs BUll.DJNG #1008 LOT3 Turbidity curtains in place during installation of pilings SLIP 6 10' � ..... .... 1.9' New 1000011b elevator lift on (2)new 12" dia wood pilings, with 20' x 12' PWC platform (240sf) in Slip #7 (Herskovitz) Carl G. Forbes PE. 1000 South Dixie HWY, West; Suite 1 Pompano Beach, Aorlda 33060 Email: Carfforbespe@yahoo.com License NO: f>E.20699 Phone: 954-682-6651 24'-1 IN PLAT BOOK 25. F RECORDS OF PALM CERTIFICATIOI MICHAEL KHA SURVEYORS NOTI (1). ANGLES IF SHOWN RECORD PLAT AND AR (2). LEGAL DEaCRIPTK OTHERWISE NOTED. (1). NO UNDERGROUNI EXCEPT AS SHOWN. (4), THIS SURVEY WAS OF A TITLE COMMITMEI MAffERS SHOWN ARE MAY IE ADDfflONAL M WHICH CAN BE FOUND CORRESPONDING COU (5). THIS SURVEY IS FC REMSIONS Drnnby. CA Ch>cl<edby. OJN Dela: 04/1&'20 Job No.: 19-005 i PC .c ti) Page 89 Wetfacl Property llnl ---- � � �---=== �--....... ---- .--..-- - - - -- - -- Existing concrete seawall, cap a1nd pilings to remain SLIP 1 SLIP 2 SLIP 4 SLIP 5 SLIP 6 10' 1.. ...1 Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain New 1000011b elevator lift in Slip #3 To be permitted separately; not part of this permit request) New 1000011b elevator lift on (2)new 12" dia. wood pilings, with 20' x 12' PWC platform (240sf) in Slip #7 (Herskovitz) 68'-7" .. , ... 20' 111'-6" 20' 24' SITE PLAN SCALE: 1" = 201-0" General Notes: 1.New lift pilings to be 12" dia. CCA treated wood pilings. 2.All pilings to be driven 8' into strata. If hord strata is encountered, a 2'minimum All pilings shall be driven to develop a minimum allowable bearing capacity of 10 tons and shall penetrate a minimum of 8' into yielding material or 2' into rock. Turbidity barriers are to surround all in water construction areas during piling and/or panel installation activities.3.Turbidity barriers, if necessary, are to surround all in water construction areas during piling and/or panel installation activities. 4.Elevations shown are based on the North American Vertlcal Datum of 1988.5.Design in accordance with 2017 6th Edition of the Florida Building Code.6.Construction methods, procedures, and sequences are the responsibility of theContractor. The Contractor shall take the necessary means to maintain andprotect the structural integrity and serviceability of the construction at all times.7.Any discrepancies found for any circumstance between the structural plans and the existing conditions found on site and/or any conditions that were omitted onthe plans will be the responsibility of the Contractor to immediately bring to theattention of the Engineer of Record. 8.Existing conditions are unknown, therefore, worst case conditions have beenapproximated. all existing conditions are assumed and must be confirmed by theContractor after permitting. 9.Engineer:s Limitations of Responsibilitx; The Engineer shall not be responsible for the qu_a�1ty or cor1;position _of �oteri�ls, fabrications, construction inspection,superv1s1on, or review, special inspection, or the quality and correctness of c?nst�u.ctlon unless the appropriate submissions, reports, approvals, inspections,site . v1s1t, con�truction revi�w, or spec!al inspections are performed by theEngineer or his representative as required herein, and then only such res�onsibility as is associated with the specific work performed as is commonlyassigned a structural engineer in relation to other engineering and constructiondisciplines associated with the project.10.The Engineer shall not be responsible for site and construction safety and/or thesafety of construction workers. Site and construction safety is the responsibilityof the Contractor. The Contractor shall be responsible for the safety of hisemployees and the safety of the employee of all subcontractors to the project.11.Engineer's Statement of Compliance: To the best of the Engineer's knowledge, thestructural pl?n.s and specifications presented herein comply with the applicableminimum bu1ld1ng codes, standards, and practices. REVISIONS llnMnbf: CA ctec:t.edbr. om Dal&: 04/t&'Z) Joi> No., 19-1165 � SP .c !/) Page 90 15' 12' Proposed 1 0000lb lift with 20' x 12' PWC platform; See typical manufacturer plans for details = O> I tr} MHW +0.36' NAVO MLW •1.99' NAVO 13' New 12" dia. wood lift piling LIFT DETAIL (SLIP #7) SCALE: 3/8" = 1 '·0" Existing we7 3' -5.2" 2'1' ,... ... OP I wl �, ...JI �I �, �I a..1 Existing dock 11 to remain; I lev = +4.0' N��O I , .. •' •.. . ...·.·xisting dock pilings to remain ·xisting grade to remain Existing seawall, cap and pilings to remain REVISIONS Orawnby: CA -by: WN Oar$: 041161ZJ Jobflo.: 19005 Page 91 Page 92 PUBLIC NOTICE APPLICATION NO. 20-0002 500 Feet Public Notification Boundary May 27, 2020 Dear Property Owner: PLEASE TAKE NOTICE that due to the pending Novel Coronavirus Disease 2019 (COVID- 19) and Federal, State and Palm Beach County’s Declarations of State of Emergency, in accordance with Governor Ron DeSantis’s Executive Order 20-69, dated March 20, 2020, the Town of Highland Beach will be conducting its Planning Board Public meeting utilizing communications media technology via Zoom Communications, on Thursday, June 11, 2020 at 9:30 AM. Members of the Planning Board will not be physically present at Town Hall and shall be participating virtually. Live streaming of the meeting can be accessed on the Town’s webpage at https://highlandbeach.us/highland-beach-television-2. The following application will be considered: APPLICATION BY DAVID NUTTER, BOATLIFTS & DOCKS OF SOUTH FLORIDA, FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATLIFT ON SLIP NO. 7 FOR A PROPERTY LOCATED AT 1016 BEL AIR DRIVE IN THE YACHTSMAN COVE TOWNHOUSE CONDOMINIUM. Agenda and backup material for the application are available on the Town’s webpage at https://mmportal6.teammunicode.com/. The Town of Highland Beach will provide for public participation by email. Public comments should be emailed to publiccomments@highlandbeach.us, which will be read into record during the corresponding portion of the meeting. Public comments will be accepted up until 9:30 AM on Wednesday, June 10, 2020. If a person decides to appeal any decisions made by the Board with respect to any matter considered at the meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based (FS-286.0105). Additionally, the Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to participate in the meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information regarding this matter, please contact the Town Planner at (561) 637- 2012. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT Page 93 SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared Charlie Welencwho on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DADE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11745-Other Legal Notices, Town of Highland Beach Town of Highland Beach Florida Was published in said newspaper in the issues of;Jun 01,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/IVIIAMI-DADE County,Florida,and that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,each day and has been entered as second class matter at the post office in BROWARD County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says that he or she has neither paid nor promised,any person,firm or corporation, any disclunt,re ate,commission or refund,for the purpose of securing this adv rti ment r publication in the said newspaper. lit/ f SignaWe of Affiant Sworn to and subscribed before me this: June 08,2020. Signature of Notary Public BRENDAN KOLASA Name of Notary,Typed,Printed,or Stamped OFFICIAL SEAL Personally Known(X)or Produced Identification O Notary Public,State of minors Y Commission Expires November 23, 2020 Sold To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Bill To: CEIVED Town of Highland Beach Florida-CU00661788 " 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 JUN 15 2020 Affidavit Delivery Method:U.S.Mail Affidavit Email Address: Town Of Hiq_ � 1 its a Ch,��- 6677825 —-_— -- TOWN OF HIGHLAND BEACH PUBLIC MEETING PLEASE TAKE NOTICE that due to the Pending NOW COrOn rUS Disease 2019 (COVID-19)and Federal,State and Palm Beach County's Declarations of State of Emergency,in accordance with Governor Ron Desantis's Executive Order 20-69, dated March 20,2020,the Town of High- land Beach will be conducting its Plan- ning Board Public meeting utilizing com- rnunicaations media technology via Zoom Communications,on Thursday,June 11, 2020 at 9:.30 AM.Members of the Plan- ning Board will not be physically present at Town Hal and shall be participating vir- tually.Live streaming of the meeting can be accessed on the Town's webpage at htfps:l/hkNandbeach.us/bighland-beach- television-2.The folkyMng applications will be considered: APPLICATION#20-0002 BY DAVID NUT- TER,BOATLIFTS&DOCKS OF SOUTH FLORIDA,FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATUFT ON SUP N0.7 FOR A PROPERTY LOCATED AT 1016 BEL_AIR DRIVE IN THE YACHTSMAN COVE TOWN- HOUSE CONDOMINIUM. APPLICATION#20-000313Y DAVID NUr- TER,BOATLIFTS&DOCKS OF SOUTH FLORIDA,FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATLJFT ON SLIP NO.3 FOR A PROPERTY LOCATED AT 1004 BEL AIR DRIVE IN THE YACHTSMAN COVE TOWN- HOUSE CONDOMINIUM. Agenda and backup rnaterial for the ap- plications are available on the Town's webpage at https:#mmportal6.teamrnu- nicode.com/. The Town of Highland Beach will provide for public participation by email.Public comments should be emailed to pub- liccommentsahighlandbeach.us,which will be read into record during the cor- responding portion of the meeting.Public comments will be accepted up until 9:30 AM on Wednesday,June 10,2020. If a person decides to appeal any deci- S(OnS made by the Board with respect to any matter oonsidered at the meeting such person will need to ensure that a verbatim record of the proceeding is made,which includes the testimony and evidence upon which the appeal is based (FS-286.0105).Addition IN the Town of Hand Beach does not provide such a record. In accordance with the Amencans with Disabilities Act,persons who need special accommodation to participate in the meeting should contact the Town clerks Office at(561)278-4548 at least 48 hours prior to the meeting.If you are hearing or speech Impaired,please contact the Fkxl la Relayservioe at 1-800-955-8770 Or 1-800-955-8771. For additional information regarding this matter,please contact the Town Planner at(561)637-2012. TOWN OF HIGHLAND BEACH,BUILDING DEPARTMENT 6/1/2020 6677825 SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared Charlie Welenc,who on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DADE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11745-Other Legal Notices, Town of Highland Beach Town of Highland Beach Florida Was published in said newspaper in the issues of;Jun 01,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,and that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,each day and has been entered as second class matter at the post office in BROWARD County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says that he or she has neither paid nor promised,any person,firm or corporation, any disclpunt,re ate,commission or refund,for the purpose of securing this adv rti ment f r publication in the said newspaper. Signa e o Mant Sworn to and subscribed before me this: June 08,2020. Signature of Notary Public Jaa BRENDAN KOLASA Name of Notary,Typed,Printed,or Stamped OFFICIAL SEAL Personally Known(X)or Produced Identification O Notary Public,Stole of Illinois My Commission Expires November 23,2020 Sold To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Bill To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 J U N 15 2020 Affidavit Delivery Method:U.S.Mail Affidavit Email Address: Town of Higg,s',jnd i3each, FL 6677825 TOWN OF HIGHLAND BEACH PUBUC MEETING PLEASE TAKE NOTICE that due to the perldirg Nave)Coronavirus Disease 2019 (COVID-19)arid Federal,State and Palm Beach County's Declarations of state of Emergerxy,in accordance with Governor Ran DDSantis'S Executive order 20-69, dated March 20,202Q the Town of High- land Beach wit be conducting its Plan- ning Board Public meeting utilizing com- munications media technology via Zoom Communcations,on Thursday,lune 11, 2020 at 9:30 AM.Members of the Plan- ning Board will not be physically present at Town H21 and shall be participating vi r. tually.Live streaming of the meeting can be accessed on the Town's webpage at hWJAighlarK1wach.us/highland-beach- televislW2.The following applications will be considered: APPLK:ATION,#200002 BY DAVID NUT- TER,BOATUFTS&DOCKS OF SOUTH FLORIDA,FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATUFT ON SLIP NO.7 FOR A PROPERTY LOCATED AT 1016 BEL AIR DRIVE IN THE YACHTSMAN CONE TOWN- HOUSE CONDOMINIUM. APPLICATION 11200003 BY DAVID NUT TER,BOATLIFTS&DOCKS OF SOUTH FLORIDA„FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOATUFT ON SLIP NO,3 FOR A PROPERTY LOCATED AT 1004 BEL AIR DRIVE IN THE YACHTSMAN COVE TOWN- HOUSE CONDOMINIUM. Agenda and backup material for the ap- plications are available on the Town's webpage at https://mmportal6.wammu- nicode.coml. The Town of Highland Beach will provide for public participation by email.Public comments should be emailed to pub- liocomrnenWhighlandbeach.us,which will be read into record during the cor- respondingportion of the meeting.Public cornrnertts will be accepted up until 9:30 AM on Wednesday,June 10,2020. If a person decides to appeal any ded- storls made by the Board with respect to any matter considered at the meeting, such person will need to ensure that a verbatim record of the proceeding is made,which includes the testimony and evidence upon which the appeal is based (FS-286.0105):Additlonalty,the Town of Highland Beadh does not provide such a record. In accordance with the Americans with Disabilities Act,persons who need Special accommodation to participate in the meeting 5h0u[d Contact the Town Clerks Office at(561)278-4548 at least 48 hours prior to the meeting If you are hearing or speech Impaired,please contact the Florida Relay Service at 1-800955-8770 ar 1-800955-8771. For additional information regarding this matter,please cornact the Town Planner at(561)637-2012. TOWN OF HIGHLAND BEACH,BUILDING DEPARTMENT 6/1/2020 6677825 Other Related Documentation for Development Approval Application # 20=0002 Property: 1016 Bel Air Drive, Slip #7 vX--..V.rwa. LJQUrf%V; AF • ALUMINUM FENCE OCR z BROWARD COUWY RECORDS 8M = BENCHMARK Ca a CATCH WIN CIL -CENTERLINE CL.F = CHAINLINK FENCE CL.P a CONCRETE UGHT POLE COS = CONCRETE BLOCK STRUCTURE CONC a CONCRETE CJS a CONCRETE SLAB DE = DRAINAGE EASEMENT FN M = DELTA (CENTRAL ANOW) 01 E - EAST ELE - ELEVA71ON X 0.0(V E)(iSTV0 ELEVATION EOP n EDGE OF PAVEMENT EOW EDGE OF WATER FF = FINU*ED FLOOR FH = FIRE HYDRANT FN = FOUND NAL INV a INVERT FIP . FOUND IRON PIPE FIR = FOUND IRON ROD Fran = FOUND NAB. AND DM 3 � L = ARC LENGTH MOCK a MAN MADE COUNTY RECORDS N a NORTH NO = NAIL AND DISC MF a METAL FENCE ORB • OFFICIAL RECORDS BOOK OlS OFFSET P13 a PLAT BOOK PSCR a PALM BEACH RECORDS PC a POINT OF CURVATURE PG = PA(E ar PL a PROPERTY LINE FN POO = POINT OF BE3INNIN(3 POC a POINT OF COMMENCEMENT PVCF = PLA 11C FENCE R - RADIUS RAK 8 - RI3HT OF WAY a SOUTH S(W = SIDEWALK SfW-F- = SIDEWALK EASEMENT ld SIR = SET 1/2• IRON ROD 8ND - SET NAIL A DISC UE a UTILITY EASEMENT UP a UTfLrIY POSE W = WEST WF a WOAD FENCE W?M - WATER METER Boundary Survey PROPERTY ADDRESS:_ 1008 BEL AIR DRIVE HIGHLAND BEACH. FL. 33487 �� » r - • 1 1.1 ,• • ' E _� .fir 'I�II�r i81�I wr�"arrrer�wrl rrwa � r�� Irw��r�r.•, _ mrnir��iiirilarrr■u i■INIrn�rrr�r� r��~� '�. rrRZ�� rw� u11W Ilras� .: .• %riwpm iriirl�i •�9 ' ' ' rr imp ow Will oz rrr�►, as 601 ' Jrrt Irrr 24&W INTERCOASTAL WATERWAY NOTE: 1 ) WOOD DOCK IN INTRACOASTAL WATER RIW REVISIONS: DATE: SCALE: 1" s 30' FIELD LOCATION OF IMPROVEMENTS 6J3WOil) CARD: LJ CHECKED BY: JSP INVOICE #: IS. 4764E SHEET # 1 OF 1 FORTH BY THE Fl AND MAPPERS IN LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF -HIGHLAND BEACH ISLES - ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 154 OF THE PUBLIC RECORDS OF PALM BEACHD COUNITY, FLORIDA. S f jtA. CERTIFICATIONS: MICHAEL KRAFT ENTERPRISES, INC ram....:....._. �r.T.G� FIP iA NO W. OUY YAW F,[DD "C MAY 2 0 20 0 4 HIGHLAND SE H I BUILDING DEPAI, 1EN7 SURVEYORS NOTES: (1). ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PLAT AND ARE AS MEASURED. (L"M• LEGAL DEMUPTION PROVIDED BY CLIENT UNLESS O?Ff tWRSE NOTED. (3). NO UNDERGROUND MPROVEMENTB LOCATED EXCEPT AS SHOWN. (4). THIS SURVEY WAS PREPARED WMiOU1' THE BENEFIT OF A TITLE COMWTNENT THEREFOR THE ONLY SURVEY MATTERS SHOWN ARE PER THE RECORD PLAT. THERE MAY BE ADDITIONAL. MATTERS OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBLIC RECORDS OF THE CORRESPONDING COUNTY OF RECORD. (5). THIS SURVEY 18 FOR CONVEYANCE PURPOSES ONLY (6). THIS SURVEY 13 NOT TO BE USED FOR CONSTRUCTION PURPOSES ANDIOR NEW DESIGN. OF PROFESSIONAL, SURVEYORS ►, FLORIDA ADMINISTRATIVE COE JULIO b. I'IVA. P- M ATATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LS 5789 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISEI D ALL COUNTY SURVMM 4 P RS j I ' LICENSE NO. W7 ICE: (9" M 4 AX: (OS4) M-a70 Mw SOUTH U TY oltne DAVIE. FLONDA 33328 &UITE 216 GENE RAL LEGEND• AF= 0 Ai tAMUA! FENCE 13CR _+ BRMARD COUNTY RECO13M Elm - BENCHVARK 08 ■ CATCH BASIN C°.A.. g CEi�9.fNE CLF ■ CF#f+fNL MK FO CE CLP COWRM LKWq POLE CM CCON R*TE. BLOCK STRtK,'"E � VONC 8tlrAmw 4+ CJS CONGR, DE q y �SptM p� NAOF- F.JbS E5T.- 1py F1 D -DELTA ICENTRAL ANGLE) 4.T E -EAST - ELEVATION X OA CY v EXOTM ELEVAiM EM ■ EDGE OF PAVEW.NT EiiW = E OF WATER FF a FIW IIHM F-IJ30 2 FW o FIREE tY11%kPtT "i = FOUND NAL WV u INVERT Ftp - FOUND SUM PIPE �tr FR ■ FOL44D EM ROD FND L nt FOUND NNL AND DISC - ARC IENGTH Is MOCR - MIAMI DOWE COUNTY RMOROS N N a NORTH : NAIL AND DISC �y €� kAF = 16415TAL FENCE UM - OFFICIAL RECORDS 80i{ 0I5 - OF SET Pa ■ PLAT BOOK P€ B PALM BEACH RECORDS PC MNT OF CURV AIME PO -PACE a°.. PL ■ PROPERTY LINE � POO ■ POINT OF SEQINNWO Poo ■POINT OF COMMENCEMENT PVCF PLAAS= FENS I R ■ RAF US NM = R1GKT OF WAY S. aSOUTH 6dV-#P * ({. &i ,e pS� �LpPgLg9Y�Y�ALK ��Q�,��p - 80EWALK F.Iq�JiN MN C L VR w SET t it IRON ROD D - SET NAIL & DISC LIE t MITY >:ASIaAENT UP = UTFLITY POLE W SST W(F = WOOD FENCE IN Existing concrete seawall, cap and pilings to remain NOTE: 1) WOOD DOCK IN INTRACOASTAL WATER R/W Z4& IN7MR00ASTAL 311t'ATEFMy Existing 221' x 3.55' (5.55' from wetface, 1224.7so wood dock to remain Boundary Survey PXMIIONS: DATE: SCALE: 1" a 30' PROPERTY ADDRESS: FIELD LOCATION OF IMPROVEMENTS 613EV2018 CARD: LJ 1005 BEL AIR DRIVE CHECKED BY: JSP KGHL.AND BEACH, Ft.. 33467 INVOICE #; 18.47648 4SHEET # 1 OF 1 EXISTING CONDITIONS FlP 'Y2' NO IA. N LOTS 1, 2 AND 3 OF "HIGMAND BEACH ISLES"ACCORDING THE TO + CERTIFICATIONS: MICHAEL KRAFT EINTERPISES9 INC SURVEYORS NOTES: (1). ANGLES IF SHOWN AM REFERENCED TO THE RECORD PEAT AND ARE AS MEASLY. (2). LEGAL. DESCRIPTION PROVIDED BY QJENT UNI, 8 (3). MO Lil` ERGROUND TED EXCEPT AS . (4). THIS SURVEY WAS PREPARED WMMUT THE BENEFIT OF A Trn.E COMMiTNEEAtf THEREFOR THE ONLY SURVEY MATTERS SHOWN ARE PER THE RECORD PLAT, THERE MAY BE ADDITIONAL MATt'ER8 OR RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PVMJC RECORDS OF THE CORRESPONDING COUNTY OIL RECORD. (5). THiB SURVEY IS FOR CONVEYANCE PURPOSES ONLY (Fs). THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN. I-rtls SUKVEY5 MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA WtARO OF PROFESSIONAL SURVEYORS AND MAPPERS! IN CFI v 17, FLORIDA ADMINISTRATIVE CODE. JULIO S. PITA. PSM.,S,TATE OF FLIT:tiA-•---- PROrF1ESSIONAL SURVEYOR AND MAPPER L5 5789 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL_ OF A_FLORIDA UCENSED SURVEYOR AND MAPPER. OAK (I4) "T-2707— SM SOU71H ulrlVERMY onnre DAVW_ nowmnm eurrE vo CM G. Formes PE. 1 OW South Dixie HVM West; Suite 1 Pompano Beach, Florida 33060 Email: Carlforbespe@yahoo.com License NO: PE-20M Phone: 954-682-WW1 POLE STRUGW RE ANGLE) FN 0.1• R =2.w a DISC O Y RECORDS O air as BOON: ING Existing concrete seawall, cap and pilings to remain BEL AIR DRPJE ASPWIT ROADWA sw R1W (TOTAL) :a UP i FIP 11r NO I.D. GUY RE i i f .--1.Ir FN N � �10'� 1 �� New 1000011b elevator lift on Existing 221' x 3.55' (5.55' from wetface, New 000011b elevator lift in Slip #3 � (2) new 12" dia wood pilings, 1224.7sf) wood dock to remain - (To be permitted separately; not o with 20' x 12' PWC platform part of this permit request) m 3 (240sf) in Slip #7 (Herskovitz) NOTE: 1000 South arlDixie Forbes W� suite 1 1) WOOD DOCK 1N� Pompa/n�.o��{8�,.ea�c�h, Flflrida 3<i060 A► awwaw a► ail I4 • /1r1r s a ♦ • I a M%W" % ..w la a Email: Cadforbes, pe0yahoV coo PROPOSED CONDITIONS License NO: PE-20699 Phone.954-682-6651 �/ 2 IN PLAT BOOK 25v F RECORDS OF PALM! CERTIFICAT101 MI C IM W . SURVEYORS OTI Uj a w IX (1). ANGLES IF SHOWN RECORD PLAT AND AR W U (2). LEGAL DESCRWU ° 0 OTHERWISE NOTED. j W r^• U- (3). NUJ UNDERGROUNI o Q a = EXCEPT AS SHOWN. (4). THIS SURVEY WAS o U) � s o OF A TITLE COM MIMMEI z MA' TFAS SHOWN ARE :3 0 z H: , Q p W M" BE ADDITIONAL N. NA 6- �- U = 2 WHICH CAN BE FOUND Dvmbr G CORRESPONDING COU ' by: � OJN WSW (5). THIS SURVEY IS FC �°° : ,_ 71P c SLIP 1 Existing concrete seawall, cap and pilings to remain Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain TMM SLIP 2 Wetfac_j ; Property lin SLIP 4 New 100001lb elevator lift in Slip #3 (To be permitted separately; not part of this permit request) 20' SITE PLAN •I��NMli�+ll�i General _ Notes: 1. New lift pilings to be 12" dia. CCA treated wood pilings. 2. All pilings to be driven 8' into strata. If hard strata is encountered, a 2' minimum All pilings shall be driven to develop a minimum allowable bearing capacity of 10 tons and shall penetrate a minimum of 8' into yielding material or 2' into rock.Turbidity barriers are to surround all in water construction areas during piling and/or panel installation activities. 3. Turbidity barriers, if necessary, are to surround all in water construction areas during piling and/or panel installation activities. 4. Elevations shown are based on the North American Vertical Datum of 1988. 5. Design in accordance with 2017 6th Edition of the Florida Building Code. 6. Construction methods, procedures, and sequences are the responsibility of the Contractor. The Contractor shall take the necessary means to maintain and protect the structural integrity and serviceability of the construction at all times. 7. Any, discrepancies found for any circumstance between the structural plans and the existing conditions found on site and/or any conditions that were omitted on the plans will be the responsibility of the Contractor to immediately bring to the attention of the Engineer of Record. �, 4, 10. 11. SLIP 5 SLIP 6 rn .� -A New 1000011b elevator lift on M ..,, (2) new 12" dia. wood pilings, �. o , 0 with 20' x 12' PWC platform cD 3 I (240sf) in Slip #7 (Nerskovitz) Existing conditions are unknown, therefore, worst case conditions have been approximated. all existing conditions are assumed and must be confirmed by the Contractor after permitting. n ineer's _Limitations of Resoon bili_t - The Engineer shall not be responsible for the quality or composition of materials, fabrications, construction inspection, supervision, or review, special inspection, or the quality and correctness of construction unless the appropriate submissions, reports, approvals, inspections, site visit, construction review, or special inspections are performed by the Engineer or his representative as required herein, and then only such responsibility as is associated with the specific work performed as is commonly assigned a structural engineer in relation to other engineering and construction disciplines associated with the project. The Engineer shall not be responsible for site and construction safety and/or the safety of construction workers. Site and construction safety is the responsibility of the Contractor. The Contractor shall be responsible for the safety of his employees and the safety of the employee of all subcontractors to the project. Engineer's Statement of Comr., iance: To the best of the Engineer's knowledge, the structural plans and specifications presented herein comply with the applicable minimum building codes, standards, and practices. a�g Pei ozz w�l� o a �iEg VAIN UJ w 0 cn ° O Q r Z w 3:CO >WLL. �Qa �i-JU Zos� a<ZNm o�gjo Uya°� =UZCOz .�0Wc? a} 0IM Dmwn br I oa Data:�,� J,W.: ,BM SP 15' 12' Proposed 100001b lift with 20' x 12' PWC platform; See typical manufacturer plans for details_ ] ,-- MHW +0.36' NAVD 20'-10.3" from Property line MLW -1.99' NAVD Existing berm to remain New 12" dia. wood lift piling LIFT DETAIL SLIP #7 SCALE: 3/8" = 1'--0" Existing wetfa 3'-5.2b 2, CMEn c M :;" .T I w I ?I w� i Existing dock to remain; I xisting dock pilings to remain xisting grade to remain Existing seawall, cap and pilings to remain w U o Z a O Z W m 3: 1- 0 > tom!) t~ ti Qa O1�U z D�� <z�m a�QYZ Z3V Z10 W� <0Ui= r � Drawn by: CA f D Job No.: 19-065 DTL � � 1 Ingrid Allen From: Ingrid Allen Sent: Tuesday, April 14, 2020 2:14 PM To: nutt3839@bellsouth.net Cc: Carol Holland; Lindsay Winters Subject: FW: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts David I discussed the issue of the "boat lift" definition with the Town Manager. The applicants will be required to submit for a variance for each property. The variance will be for the height difference between the maximum height of the lift and the height of the superstructure of the boat lift when lifted. Based on your latest detail sheet, it would be 2 feet, 3 inches. Please go the Town website, under the Building Department page, to see the variance application (I have provided link below). With regards to the variance application fee, the Town Manager has agreed to include the variance fee within the initial $2,500 fee that each petitioner has paid. On the variance application, you will see various variance criteria, please respond to each criteria accordingly. The Building Department has a drop box (in front of the building department) for application submittals — please also provide the completed variance application electronically and email to me. Variances are reviewed and considered by the zoning board of adjustment and appeals which would mean a separate public hearing in addition to the planning board hearing. Note that the zoning board of adjustment and appeals meets as needed and does not have designated meeting dates. I have been advised by the Town Clerk that because of the active Executive Orders in place due to COVID-19, we will not schedule any advisory board meetings until tentatively late May or as directed by the Town Manager. Please email me if you should have any questions. https://high land beach us/wp-content/uploads/202OZ02/BOAA-Va ria nceApplication11 pdf Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Ingrid Allen Sent: Monday, March 30, 2020 5:16 PM To: david nutter <nutt3839@bellsouth.net> Subject: RE: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts David Regarding the issue of the lifts being higher than the superstructure of the boats when lifted, I will need to discuss this with the Town Manager. Given your argument is supported by the Building Official, the code still reads the way it does. I will advise you accordingly. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.hiRhlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt3839 bellsouth.net> Sent: Thursday, March 26, 2020 4:06 PM To: Ingrid Allen <iallen high land beach us> Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts 954-868-8476 David Nutter DJN Permit Services For: nutt3839@bellsouth.net On Thursday, March 26, 2020, 03.37.41 PM EDT, Ingrid Allen <ia1lenC0 highlandbeach us> wrote. - Hi David 2 Do you have a phone number that I can reach you at, I have some questions regarding your email below. Note that the Town has declared a state of emergency and some staff is working remotely. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt3839(a�bellsouth.net> Sent: Tuesday, March 24, 2020 5.18 PM To: Ingrid Allen <iallen ,highland beach. us> Subject: Re: 1004 and 1016 Bel Air Drive ® Development Order #20-0003 and 20-0002 - Boatlifts Ingrid, Attached is the amended detail cross section for Slip#3; Slip #7 would be identical to this one. I added the heights above the decking for both the existing dock pilings and the new lift pilings. I changed the description for the existing dock to read simply as to remain, without the verbage about the actual construction. I added a simple profile of a standard jetski on to the cross section. The lift platform is shown even with the elevation of the dock and cap; this is standard for a PWC lift. Obviously, the lift extends above the top of the jetski; this is also standard for a PWC lift. It is not normal or feasible to manufacture a lift with the top lifting bars, motors, electrical boxes, etc. that low and just barely above the dock surface. If this cross section satisfies your comments, I will go ahead and have them signed by the engineer (assuming they are working right now) and copy everything to a CD or memory stick, and resubmit back to you. I don't want to waste time and money by having them signed and making the CD now, and then have to do so all over again if these do not satisfy the comments, or if there are additional comments. David Nutter DJN Permit Services For: nutt3839(o),bellsouth.net On Tuesday, March 17, 2020, 12.27:04 PM EDT, Ingrid Allen <iallen highlandbeach.us> wrote: Mr. Nutter: Please find below staff comments on the March 6, 2020 submittal of the above -referenced Development Order Applications for Happ and Herskovitz: 1. Sheet DTL-1 indicates "construction shown may or may not reflect actual construction," please remove this language from sheet. Note that the detail sheet must reflect actual proposed construction details and dimensions. 2. Provide maximum height of pilings on sheet DTL-1 3. Pursuant to Section 30-131 of the Town Code, boat lift means the bottom of the keel of any boat shall not be hoisted greater than one foot above the minimum seawall elevation. In no case shall the lift be higher than the superstructure of the boat when lifted. Provide elevation sheet which superimposes superstructure of the boat along with corresponding measurements including bottom of the keel, one foot above the minimum seawall elevation, boat lift when hoisted, and any other measurements to show consistency with this definition. 4. Provide, as part of your resubmittal, a response document that addresses each comment noted above. 5. Provide all resubmitted items in both hardcopy form to the Building Department as well electronically to iallen highlandbeach.us 6. Additional comments may be forthcoming. Please call me at your convenience, if you should have any questions on the comments noted above. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business 0 From: Inarid Allen To: nutt3839(@bellsouth.net Cc: Carol Holland; Lindsay Winters Subject: FW: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts Date: Tuesday, April 14, 2020 2:14:00 PM David: I discussed the issue of the "boat lift" definition with the Town Manager. The applicants will be required to submit for a variance for each property. The variance will be for the height difference between the maximum height of the lift and the height of the superstructure of the boat lift when lifted. Based on your latest detail sheet, it would be 2 feet, 3 inches. Please go the Town website, under the Building Department page, to see the variance application (I have provided link below). With regards to the variance application fee, the Town Manager has agreed to include the variance fee within the initial $2,500 fee that each petitioner has paid. On the variance application, you will see various variance criteria, please respond to each criteria accordingly. The Building Department has a drop box (in front of the building department) for application submittals — please also provide the completed variance application electronically and email to me. Variances are reviewed and considered by the zoning board of adjustment and appeals which would mean a separate public hearing in addition to the planning board hearing. Note that the zoning board of adjustment and appeals meets as needed and does not have designated meeting dates. I have been advised by the Town Clerk that because of the active Executive Orders in place due to COVID-19, we will not schedule any advisory board meetings until tentatively late May or as directed by the Town Manager. Please email me if you should have any questions. httos://highland beach �s/wp-content/uploads/2020/02/BOAA-Variance-Application11.pdf Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Ingrid Allen Sent: Monday, March 30, 2020 5:16 PM To: david nutter <nutt3839@bellsouth.net> Subject: RE: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts David: Regarding the issue of the lifts being higher than the superstructure of the boats when lifted, I wil need to discuss this with the Town Manager. Given your argument is supported by the Building Official, the code still reads the way it does. I will advise you accordingly. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt3839(@bellsouth.net> Sent: Thursday, March 26, 2020 4:06 PM To: Ingrid Allen <iallen(@highlandbeach.us> Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts David Nutter DJN Permit Services For: nutt3839@bellsouth.net On Thursday, March 26, 2020, 03:37:41 PM EDT, Ingrid Allen <iallen dl higWand beach. us> wrote: Hi David: Do you have a phone number that I can reach you at, I have some questions regarding your email below. Note that the Town has declared a state of emergency and some staff is working remotely. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE; Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt3839@bellsouth.net> Sent: Tuesday, March 24, 2020 5:18 PM To: Ingrid Allen <iallen _ highlandbeach.us> Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts Ingrid, Attached is the amended detail cross section for Slip#3; Slip #7 would be identical to this one. I added the heights above the decking for both the existing dock pilings and the new lift pilings. I changed the description for the existing dock to read simply as to remain, without the verbage about the actual construction. I added a simple profile of a standard jetski on to the cross section. The lift platform is shown even with the elevation of the dock and cap; this is standard for a PWC lift. Obviously, the lift extends above the top of the jetski; this is also standard for a PWC lift. It is not normal or feasible to manufacture a lift with the top lifting bars, motors, electrical boxes, etc. that low and just barely above the dock surface. If this cross section satisfies your comments, I will go ahead and have them signed by the engineer (assuming they are working right now) and copy everything to a CD or memory stick, and resubmit back to you. I don't want to waste time and money by having them signed and making the CD now, and then have to do so all over again if these do not satisfy the comments, or if there are additional comments. David Nutter DJN Permit Services For: nutt3839(o-)bellsouth. net On Tuesday, March 17, 2020, 12.27.04 PM EDT, Ingrid Allen <iallen _.highlandbeach.us> wrote: Mr. Nutter: Please find below staff comments on the March 6, 2020 submittal of the above -referenced Development Order Applications for Happ and Herskovitz: 1. Sheet DTL-1 indicates "construction shown may or may not reflect actual construction, please remove this language from sheet. Note that the detail sheet must reflect actual proposed construction details and dimensions. 2. Provide maximum height of pilings on sheet DTL-1 3. Pursuant to Section 30-131 of the Town Code, boat lift means the bottom of the keel of any boat shall not be hoisted greater than one foot above the minimum seawall elevation. In no case shall the lift be higher than the superstructure of the boat when lifted. Provide elevation sheet which superimposes superstructure of the boat along with corresponding measurements including bottom of the keel, one foot above the minimum seawall elevation, boat lift when hoisted, and any other measurements to show consistency with this definition. 4. Provide, as part of your resubmittal, a response document that addresses each comment noted above. 5. Provide all resubmitted items in both hardcopy form to the Building Department as well electronically to iallena-higWand beach. us 6. Additional comments may be forthcoming. Please call me at your convenience, if you should have any questions on the comments noted above. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. Be Counted, Highland Beach! Visit http://high land beach. us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. Be Counted, Highland Beach! Visit http.//highlandbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. Be Counted, Highland Beach! Visit http://hiahlandbeach.us/census-2020/ for more information. Yachtsman Cove Townhouse Condominium Association 2745 Cnbt= Law Northbrook, Illinois 6W2 UEVELOPMENT ORDER # 01 W 000 July 1, 2019 I��1 u IL-.--- 7 LIJ , M A R 0 '03 2 0 2 0 H1'rGF1LA1',1D biv--ACH BILJRAD!N(.� PE!:-Ak-]-,MFN-F -- ---- ........... . To, Homeowner— 1016 Bel Ilk Drive, Highland Beach, Florida 33487 Dear Mr. & Mrs. Haskovitz; 71hm Am-OciRtixw Yachtsman Cove Townhouse Condominium Association Has approved your applimdon for a boat lift in slip 47 per the Board meeting an June 27, 2019. We are also auftwizing you power of attorney to sign the permit paperwork for the boat lift installation in this specific slip. The lift uuw comply wiffi all local, cmmty, MW state Statutes and codes. Maintenance and repair will be your bfl� respoi= - If there are any other stipulations from the Association YOU CM modify as needed- The agencies need to see the letter on yow letterhead addressed to the owner, with the locafion whem the bog fift wit, be insWied. John DrIe. Be 11 11o, Secretary DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FLORIDA 33410 �FiJ�.. ANYREPLY TO Regulatory Division South Branch Palm Beach Gardens Section SAJ-2019-02618 (GP-CGK) Larry Herskovitz 1016 Bel Air Drive, #B4 Highland Beach, Florida 33487 Dear Mr. Herskovitz: August 159 2019 C. „ r:� f 10 0a'099 The U.S. Army Corps of Engineers (Corps) assigned your application for a Department of the Army permit, which the Corps received on July 10, 2019, the file number SAJ-2019-02618 (GP-CGK). A review of the information and drawings provided indicates that the proposed work would result in the installation of a new 15- foot by 10-foot boatlift at slip #7. The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403). The project is located at 1016 Bel Air Drive #B4 (Section 12, Township 50 South, Range 42 East), Highland Beach, Palm Beach county, Florida. Your project, as depicted on the enclosed drawings, is authorized by Regional General Permit (GP) SAJ-33. This authorization is valid until July 24, 2023. Please access the Corps' Jacksonville District Regulatory Division Internet page to view the special and general conditions for SAJ-33, which apply specifically to this authorization. The Internet URL address is: http://www.saj.usace.army.mil/Missions/Regulatory.aspx Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Once there you will need to click on "Source Book"; and, then click on "General Permits." Then you will need to click on the specific SAJ permit noted above. You must comply with all of the special and general conditions of the permit; and, any project -specific conditions noted below, or you may be subject to enforcement action. The following project -specific conditions are included with this authorization: 1. 1 Reporting Address: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to the following address: a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Special Projects and Enforcement Branch, Enforcement PM -2PERMIT Address. NUMBER' b. For electronic mail saj-rd-enforcement@usace.army.mil (not to exceed 10 MS). The Permittee shall reference this permit number, SAJ-2019-02616 on all submittals 2. Self -Certification: Within 60 days of the issuance of this after the fact authorization, the Permittee shall complete the attached "Self -Certification Statement of Compliance" form (Attachment 3) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self - Certification Statement of Compliance" form. The description of any deviations on the "Self -Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. 3. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 4. Manatee Conditions: The Permittee shall comply with the enclosed (Attachment S) "Standard Manatee Conditions for In -Water Work — 2011." 5. Project Design Criteria (PDCs) for In -Water Activities: The Permittee shall comply with National Marine Fisheries Service's "PDCs for In -Water Activities" dated November 20, 2017 (Attachment C). 6. Daylight Hours: All activities must be completed during daylight hours. 7. Educational Signs: signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook -and - line captures. The most current version of the signs that must be downloaded F�" E R M I T _3_ VQ— %�� 0_5 L-S and sign installation guidance are available at' (https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational-signs). The signs required to be posted by area are stated below: o All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. o Projects within the North Atlantic right whale educational sign zone shall post the Help Protect north Atlantic Right Whales sign. On the east coast of Florida, projects located within the St. John's River and those occurring north of the St. Johns River to the Florida -Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida - Alabama line. Signs to be used in the U.S. Caribbean will be included at the website above. 8. Monofflament Recycling Bins: monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Nlonofilament recycling bins must: Be constructed and labeled according to the instructions provided at http://mrrp.mvfwc.com. Be maintained in working order and emptied frequently (according to http://mrrr).myfwc.com standards) so that they do not overflow. 9. Cultural Resources/Historic Properties: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical P"E R M I (; 26 0 -4-1 9 01 r-r-JUMBER remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground -disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non-federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100- meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps. This authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. Prior to the initiation of any construction, projects qualifying for this NWP/RGP permit must qualify for an exemption under section 403.813(1), F.S. or 373.406, F.S., or otherwise be authorized by the applicable permit required under Part IV of Chapter 373, F.S., by the Department of Environmental Protection, a water management district under section 373.069, F.S., or a local government with delegated authority under section 373.441, F.S., and receive Water Quality Certification (WQC) and applicable Coastal Zone Consistency Concurrence D �.� � 2019 NUMBER (CZCC) or waiver thereto, as well as any authorizations required for the use of state- owned submerged lands under Chapter 253, F.S., and, as applicable, Chapter 258, F.S. You should check State -permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. This authorization does not include conditions that would prevent the `take' of a state - listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species. This authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood -prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced RGP, please contact Christian Karvounis by e-mail at Christian.G.Karvounis@usace.army.mil or by telephone at 561- 472-3508. Thank you for your cooperation with our permit program. The Corps' Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at http://corpsmapu.usace.army.mil/cm_apex/f?p=regulatory_survey. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Your input is appreciated — favorable or otherwise. Sincerely, PERMIT r 9-085 . N [,11 Nrl B E R DEC*2 0 20,19 Christian Karvounis Project Manager Enclosures: Attachment A: Drawings Attachment S: Self -Certification Form Attachment C: Manatee conditions Attachment ®: P®C's for In -Water Work cc: ®avid Nutter 0 GENERAL CONDITIONS c 33 C F R FART 320�W[ B, E R 1. The time limit for completing the work authorized ends on the dates Mentified in the letter. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. PF E R% M IT DEPARTMENT OFF THE ARMY EERM`It RANSFER REQUEST-��i� � Cj€ When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Sox 4970, Jacksonville, FL 32232-0019 or by electronic mail at saj-rd- enforcement@usace.army.mil. (TRANS FEREE-SIGHATURE) (DATE) (LOT) (CLOCK) (STREET ADDRESS) 4 4z4arAaiv sn a 6zLbb�biS t i E -i£ 61oc;bCtSd y ka v ls` 9 a ' ® � MOVE39 Q3dVlHDIH 77i`�N4=JRWuppugu-� V (02 g® Rvaaatyiaeshot'fcdualZLV%0AS1d2H 7 3NNO HViaa KM& '(E.WIe) ddVH ;: MOCK v S `UVOU _ osaewroNlwloas CO SaI2Po56d puu- c5�lg r .:,. ' �3 gn 01 3AO� N 31ti�Z n cn 1?.,.3' ' fi a 1 am►1 CI irn .^�±:<'as�r..n,e..� wra -� Li H 0 12' ca g O�rUj 1 CD x c 'mC� 13° 20'-3.4? from 20°�1.5� front Property line g � CL lL m C, 13_ ~ LU . . oNTV) O r X m O N 15,20'-5.2- from rae#f�� 20'-10.3" from Prwerfv line LL - - - wo A -AN � CV ME, :c ca E 0 ,t° o y o in ►t) M � x 'T r N N N N T m C X u I, C.0 n }�NumBC .� e co0Cy 0 �E 5�a 0 c aX 0 0 ®. Do � p 4+ 0 CP m g tea`. E� 0 ct e 0 �� vs �"a�4; �' D LJ woo ��E 6i�r-.gv 00T*S rn D V W0 Ab ° p 0 ® 0 C se ® t� att A 6' ° �I�� any O sFE p �I u o®0O=vim: 6. W 073 p� s 20 0 -a- Co- C 09 G ° CO- 2►po0® cr 0 C r -a �+ 0 O .G 0 — 0 cq�Era ��p�� a 2 O0 25�� U CAM .md a r -13 °°cv V) 0�E c OX a. aE �—c\L) � G ® p �cqE C.0 oo�CZ�°w ++ 41 O p Epp �®,0 UDc d- :P a -P *' p d ®° 2= tb of e c u in :P., emh0vp s. ®� C p W p O a`e- CC O � ° ��U U p �'�''EiJ C,El®=� oo °tom cC u a F �m 3ro 0 EL � e 0 � � .e.+ z�� Ut�vL�C]UU&- r1.Q�a'�+10 .,:,"4 It b- 4 PERMIT 9 0 8 5 1 + N U AB E; V 0 CD ma 0 Cr No � n CD co (D OL) n,g M 3 '0 0 DEC 0 -/ gl 1 i �s —.3 ea9LFTS Fm pwkqw FOR, YACHTSMAN COVE TOWNHOUSE blajanA Associates CONDOMINIUMASSO BOA71MS & DO M En§re-drin& LLC Fit HAPP (SLIP a). 10014 BELAIR DRIVE, 5r)> w P�F'd P,;.j HERSKOVITZ (SU P 7), 10 1 a BEL Al R DR IVE OF soun PUMA SM N.W. 315T, AVENUE HIGHLAND BEACH POMPANO BEACH, FL 3=9 =nccri.-,,ecorm ru 5zw � MVVXI f U 19— 51 SELF-CERTlFf CATION STATEMENT ®F,C0WiPLoANC� , Permit Number: SAJ-33 Application Number: SAJ-2019-02618 Permittee's Blame & Address (please print or type): Telephone Number: Location of the Work: Date Work Started: Date Work Completed: PROPERTY lS lNACCESSlBLE WITHOUT PRICK NOTlFlCATICN: YES NO TO SCHEDULE AN INSPECTION PLEASE CONTACT AT Description of the Work (e.g. bank stabilization, residential or commercial filling, docks, dredging, etc.): `NO2.019 Acreage or Square Feet of Impacts to Waters of the United States: Describe Mitigation completed (if applicable): Describe any Deviations from Permit (attach drawing(s) depicting the deviations): I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s). Signature of Permittee Date DE 2) ttE�aa.9�a STANDARD MANATEE GOG DfflONS FOR01V RK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on -site project personnel are responsible for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at I mperiledSpeciesa,myFWC.com Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 '/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above. rEmlivilt I 19- 08 51 UP- w E�m <11- z 12 a z 0 03-Ama M- �--amm 11, aw" wo 4-0 13 mom?". COMO 3C R tl�v I IT U.S. Army Corps of Engineers JacksonvMe Distribi, qF a Vc Bu®E®c ical Opinion (JaxBO) PrgDect Design Criteria (PD(bs) for In= Atbr Activities November 20, 2017 1) (AP.7.) Education and Observation: The permittee must ensure that all personnel associated with the project are instructed about the potential presence of species protected under the ESA and the Marine Mammal Protection Act (MMPA). All on -site project personnel are responsible for observing water -related activities for the presence of protected species. All personnel shall be advised that there are civil and criminal penalties for harming, harassing, or killing ESA -listed species or marine mammals. To determine which species may be found in the project area, please review the relevant Protected Species List at: http://sero.nmfs.noaa.gov/protected resources/section 7/threatened endangered/in dPY html 2) (AP.B.) Reporting of interactions with protected species: a) Any collision(s) with and/or injury to any sea turtle, sawfish, whale, or sturgeon occurring during the construction of a project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at (1-727-324-5312) or by email to takereport.nmfsser@noaa.gov and SAJ-RD-Enforcement@usace.army.mil. b) Smalltooth sawfish: Report sightings to 1-344-SAWFISH or email Sawfish@MyFWC.com c) Sturgeon: Report dead sturgeon to 1-344-STURG 911 (1-344-733-7491) or email nmfs.ser.sturgeonnetwork@noaa.gov d) Sea turtles and marine mammals: Report stranded, injured, or dead animals to 1- 377-WHALE HELP (1-377-942-5343). e) North Atlantic right whale: Report injured, dead, or entangled right whales to the USCG via VHF Channel 16. 3) (AP.9.) Vessel Traffic and Construction Equipment: All vessel operators must watch for and avoid collision with species protected under the ESA and MMPA. Vessel operators must avoid potential interactions with protected species and operate in accordance with the following protective measures: a) Construction Equipment: i) All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while operating in water depths where the draft of the vessel provides less than a 4-foot (ft) clearance from the bottom, and in all depths after a protected species has been observed in and has departed the area. ii) All vessels will follow marked channels and/or routes using the maximum water depth whenever possible. iii) Operation of any mechanical construction equipment, including vessels, shall cease immediately if a listed species is observed within a 50-ft radius of F Y�_,�-'°\0,0A u . 5t 2 0 NUMBER construction equipment and shall not resume until the species has departed the area of its own volition. iv) If the detection of species is not possible during certain weather conditions (e.g., fog, rain, wind), then in -water operations will cease until weather conditions improve and detection is again feasible. b) All Vessels: i) Sea turtles: Maintain a minimum distance of 150 ft. ii) North Atlantic right whale: Maintain a minimum 1,500-ft distance (500 yards). iii) Vessels 65 ft in length or longer must comply with the Right Whale Ship Strike Reduction Rule (50 CFR 224.105) which includes reducing speeds to 10 knots or less in Seasonal Management Areas (htfip://www.fisheries.noaa.gov/pr/shipstrike/). iv) Mariners shall check various communication media for general information regarding avoiding ship strikes and specific information regarding right whale sightings in the area. These include NOAA weather radio, USCG NAVTEX broadcasts, and Notices to Mariners. v) Marine mammals (i.e., dolphins, whales [other than North Atlantic right whales], and porpoises): Maintain a minimum distance of 300 ft. vi) When these animals are sighted while the vessel is underway (e.g., bow - riding), attempt to remain parallel to the animal's course. Avoid excessive speed or abrupt changes in direction until they have left the area. vii) Reduce speed to 10 knots or less when mother/calf pairs or groups of marine mammals are observed, when safety permits. 4) (AP.10.) Turbidity Control Measures during Construction: Turbidity must be monitored and controlled. Prior to initiating any of the work covered under this Opinion, the Permittee shall install turbidity curtains as described below. In some instances, the use of turbidity curtains may be waived by the USACE project manager if the project is deemed too minimal to generate turbidity (e.g., certain ATOM installation, scientific survey device placement, marine debris removal) or if the current is too strong for the curtains to stay in place. Turbidity curtains specifications: a) Install floating turbidity barriers with weighted skirts that extend to within 1 ft of the bottom around all work areas that are in, or adjacent to, surface waters. b) Use these turbidity barriers throughout construction to control erosion and siltation and ensure that turbidity levels within the project area do not exceed background conditions. c) Position turbidity barriers in a way that does not block species' entry to or exit from designated critical habitat. d) Monitor and maintain turbidity barriers in place until the authorized work has been completed and the water quality in the project area has returned to background conditions. e) In the range of ESA -listed corals (St. Lucie Inlet, Martin County south to the Dry Tortugas and the U.S. Caribbean) and Johnson's seagrass (Turkey Creek/Palm b�) T . E' 1, 7-- R, M I 19-08 51 DOz FC"2 Y Y Y g ��- -.`p ` #hVeast coast ofSa south to central Sisca ne Sa sn the la oon s_trt� L Florida): i) Projects that include upland earth moving (e.g., grading to install a building or parking lot associated with a dock and seawall project), must install sediment control barriers to prevent any upland sediments from reaching estuarine or marine waters. ii) The turbidity curtain requirement cannot be waived for any project that moves or removes sediment (e.g., dredging, auger to create a pile, trenching to install a cableline). If turbidity curtains are not feasible in an area based on site conditions such as water current, high wave action, or stormy conditions, the project must undergo individual Section 7 consultation and is not covered under this Programmatic Opinion. 5) (ARI 1.) Entanglement: All turbidity curtains and other in -water equipment must be properly secured with materials that reduce: the risk of entanglement of marine species (described below). Turbidity curtains likewise must be made of materials that reduce the risk of entanglement of marine species. a) In -water lines (rope, chain, and cable, including the lines to secure turbidity curtains) must be stiff, taut, and non -looping. Examples of such lines are heavy metal chains or heavy cables that do not readily loop and tangle. Flexible in - water lines, such as nylon rope or any lines that could loop or tangle, must be enclosed in a plastic or rubber sleeve/tube to add rigidity and prevent the line from looping and tangling. In all instances, no excess line is allowed in the water. b) Turbidity curtains and other in -water equipment must be placed in a manner that does not entrap species within the construction area or block access for them to navigate around the construction area. "OLOR DEPARTMENT OF E ni - v 1' V at n h es n t a I P b 5 Do ta a- @ U, 0 n Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-651-6600 November 275 2019 Yachtsman Cove Townhouse Condominium Association c/o Kimberly Happ and Larry Herskovitz 1004 and 1016 Bel Air Drive Highland Beach, Florida 33487 Re: File No.: 50-378383-001-EE File Name: Happ & Herskovitz Dear Kimberly Happ and Larry Herskovitz: R@n Manus Governor DEC' nl3 2 ` (I Lt. Governor Noah USIG rNUIR Secretary 19 9 - 0 ro OQ 15 1 NUMBER On July 22, 2019, we received your request for verification of exemption to install two boatlifts, each within an existing slip area. The project is located in the Intracoastal Waterway, Class III Waters, adjacent to 1004 and 1016 Bel Air Drive, Highland Beach (Section 4, Township 47 South, Range 43 East), in Palm Beach County (Latitude N 26' 23' 46.55", Longitude W 80' 04' 10.03"). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project did not qualify for the federal authorization of this verification request. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact David Kieckbusch at the letterhead address or at (561) 681-6646, David.Kieckbusch agfloridadep.gov. 1 �a rrax Project No.: 50-378383-001-EE '' ``—' `; `a IT Project Name: Happ & Herskovitz Page 2 of 5 Id 1. Regulatory Review — VERIFIED N 1„U M rp"'E R Based on the information submitted, the Department has verified that the activity as proposed is exempt, under Chapter 62-330.051(5)(h), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re -verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- NOT REQUIRED The activity does not appear to be located on sovereign submerged lands, and does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review - NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG FORM 4345, or alternative as allowed by their regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Source Book at: https://www.sai.usace.ariny.miI/Missions/Re ulatory/Source-Book. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until a subsequent order of the Department. Because the administrative hearing 11 &_ u --.G E'I. u 0 8 r Project No.: 50-378383-001-EE Project Name: Happ & Herskovitz Page 3 of 5 UMB N., . F R process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28- 106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency Clerkgdep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and P-t- MM IT Project No.: 50-378383-001-EE Project Name: Happ & Herskovitz Page 4 of 5�- U M 120.57, F.S., or to intervene in this proceeding and participateasa party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency`Clerkgdep.state. fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Project No.: 50-378383-001-EE Project Name: Happ & Herskovitz Page 5 of 5 EXECUTION AND CLERKING DEN 0.- C s q Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PR W.- Emily Rodriguez`JM Environmental Specialist II J E R"I Southeast District Enclosures: Attachment A- Specific Exemption Rule Project drawings, 7 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP — Jeffrey L Meyer, David Kieckbusch David Nutter, Boatlifts and Docks of South Florida, nutt3839gbellsouth.net FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, Z t which is hereby acknowledged. ug� 11/27/2019 Clerk Date / 4F fJ 2 0 2 ddu 19 Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating -related Work — (h) The installation of a pile -supported boat lift within an existing mooring area at a docking facility that is legally in existence, provided: 1. Such installation does not conflict with a condition of a permit issued thereunder; 2. The boat lift does not include additional structures, such as platforms, cat walks, and roofs. Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History —New 10-1-13, Amended 6-1-18 E K-11 T =� 51 1016 Bel Air ®r C50-378383-001-EE r-EEcl40 y. Y DEC'2 0 ZCH9 NUMBER DES 0 s �e m - hMW1 r Lml,gA zG75xmmim�ML'= mez. I� .e�rr.�cxcrrvczs�� c .�., C O� .G.g7A{r»h'l.2.L�,.,Fa C4 _ • Itl'ZS7 1 � Vs�te lrSicS'iIh aY:u. Mir � �yya � XQE1' •R�PCIO Nt.�IkSKq Fi7 .LY3 Q•is'Z':'2 118ffi ' � Y I37tS p .F:ttC9Fim.•'t f91 . FS".. Mfi'.R2'.7 FM FV= . LL9{Q . 1 FW PC= V=Pi�r. nW LOTS 1 FUt .Fc=FiC' FM .nx pG%LNWv= , 690✓ f f\ t \. L •Arx1owni .09C90iJC1OdCi1 TY�cr2 - I`r,mil.amin•, �� tl .3= M tm W .�oo= W Buir t8 Qg / Y` 50 378383 001-EE A asn asrm'. X==Mn � am �CPR= 'P`08.lYJ/ 17i•Iritl 9� R .FWFORC f� .FsyyfA6Kat ff3'S93' � FC .FONi{PCtT0.xMc7 19 .1MFL _ ..Y �_ I fL'l@Y@.7 r LOT• F l'O � 9 \FL � �� ,O g W pQl FM .Flmpfq� PM •FcWcF01>hS�2Orf _y 4Rty r1Y15' �LY $o Q 44 MY ELTE=" •f,UA . MCI ai4S:-'IIXL•JL�;w.J7 � •ffiYkrr .. _ . ... .. .. .. . .. . .: r� y.-py,,t �'^L'CfiL.73L" a .slyT �^�-...'.. fL"' tlF m .o"ir(pom a .V= .3:iS i1:'Q'3 fi R:i 15� 34 dSD FiS (�001�1{/tT1NpMlR9 cc •W=FE;= •m .eluTsA9= Existing concrete seawall, �C t�kOtlf✓�ff>R9 6YH.Pa3TIF.fl2:•.� on®sounwo K W 'a cap and pilings to remeh E)isbng 221' x 3.55 (5.55 from wedace, o ° 1224.74 wood dock to remain �i nsM�ntrwu rma®swr a $ or�waaoest.-61IRM near A—M, rranee�reiuln�wsT�aralaoemna.TMr� � o MY�A�mIe�MtelltttwlaP reeltR.ror + to a��rceaaowll owaort� _ taoTt= 1) Wom v=x tat pasum oa�ana�Ormoo0offlrae•aeoio, �}. ttq tp�lllYAP06t 001Mio1MmlL31ilJ70Y6GLY WMACOASYAL WATT RW M rm"i1RV84tW T01ffiompmO nCp ft�WpANtI001tNiol allP7lL �py Z � pp MAM S"W g �m�Z u¢ RuMom VATM FOFU Vr7m O"r L$1l�CVOQB `j zr t�y FMb ATM OF WROVEMSM i3 Li AWWNVMIN IT. owe V---LAM M=M F. MIM tea 164W PROF0180MOURMORNOt F LOOM sat r 7 WWMftWM OF 1 w�Au� �tW5MW galas EXISTING CONDITIONS EC 2 0 IlRI g�r :EiFAWMRW-mi FrAu = m m =t--lw.mm OUR war mwmmlrd r Mg .... .... ... LA 31 'PERMIT 1 ' ,0 '4 = I Property r j c u� SLIP SLIP SLIP SLIP SLIP ® 7 Q 1 2 Exdsting concrete seaman 4 �y cap and pilings to remain 5, a 1Q' b---� v �1V ;a I • "w ❑ ° Pilaw 1000011b elevator fifi on Exlsti 221' x 3.55' (5.55' from wetiaM ° a C i' ; New 10000Ab elevator lift on ° $ (2) new 12n ilia. wood ings 1224.70 wood dock to remain CD7 qQ � new die. wood piings, w with 2ff X 1 2' PM platform " � with 20' x I Z I�= platform 5' � in Slip #7 F ®� Fri d d 124DoO In SBp #3 (Happ) ® f240sf) (tierakovitz) I 6S'-1° 2D 194' i 20' 07 r �g SITE PLAN � � ®�pp� li � 0 W A 1'rrmii �umhrr 50-378383-001-EE `° Snuhraa r)w. i.� y W G •ivis to General Notes 7. Existing conditions are unknown, therefore, worst case conditions have been M9.5 9. Now lift pilings to be 12" dia. CCA treated wood pilings. approximated oil existing conditions are assumed and must be confirmed by the 02- -6 2. Ail pilings to be driven 8' into strata. If hard strata is encountered, a 2' Contractor after permitting. < Z lL g 9 �1 minimum All pAings shall be driven to devaiop a minimum allowable bearing capacity of 10 tons and shah penetrate a minimum of 6' into yielding material or 8• Engineer's Limitations of Responsibllit)a The Engineer shall not be responsible for 2mT1: o`r��i=4 2 into rock Turbidity barriers are to surround ail In water construction areas the quality or composition of materials, fabrications, construction inspection, supervision, or review, special inspection, or the quality and correctness of 3. during piling and/or panel installation activities, Elevations shown are based on the North American Verticd Datum of 1958, construction unless the appropriate submissions, reports, approvals, inspections, site visit, construction review, or special inspections are performed by the 4. 5. Design In accordance with 2017 6th Edition of the Florida Building Code. Construction methods, procedures, and sequences are the reeponeibAlty of the Engines or his representative as required herein, and then onl such as is a with the specific work perform as fa commonly Contractor, The Contractor she➢ take the necessary means to maintain and protect the structural integrity and serviceability of the construction at ail times. moiled d aty assigned a structural engineer !n relation to other engineering and construction assigned S. Any discrepancies found for any circumstance between the structural plans and 9 disciplines associated be the project. Engineer shall not be responsible for site and construction safety and/or the the existing conditions found on site and/or any conditions that were omitted on the plans will be the responsibility of the Contractor to immediately bring to the sorfThe workers. Site and construction safety is the responsibility safety of Contractor. of lblllty of the Contractor. The Contractor shall be responsible for the safety of his �a mrm attention of the Engineer of Record. employees and the safety of the employee of all subcontractors to the project SP 10. Engineer's Statement of Com lid To the beat of the Engineers knowledge, the structural plans and specifications presented herein comply with the applicable NA 0 Existing ws`ti� 15' 2' 1- 11, 13, uj I z Li LU a. 01 M UsClng dock to remain 9- cwstrut n shown Fmay or may not reftect 12 actual Oonstuctiw sting grade to remain Proposed 100001b lift with 201 x IZ PWC platform; See typical manufacturer plans for details Existing seawall, cap and pflings to remain I�HVI 42 36'NAVCL 20'-5.2' twn wMfoce 4, 26-10.5' from Property line MLW-1.09'NAVD -Existing beirn to remain P :,4 LIFT DETAIL (SLIP #3 SCALE: 318' - 1'-0" DIF C, Cyr 0 ? Pri n,ii N I .50-378383-001-EE p, )o S D,,,,, .J CO L) a EL ff Lapp 5-M DEC'2 0 70019 Extv4hg w 15 S— 3.4" 2 I- M I 13' Lul j Existing dock to remim- ooristructionshown . IN Fmay or may not reflect 12' actual conshrction iR4 A Ii ng grade to remin Proposed looloolb lift with 20'X 12' PVX pfartfWn; See typxal manufacturer plans for details :� ,4:y�•` MW seawall, cap and pilings to remain 00 d R 20%-3.4' from wetifoce 20'-1.5' from Property Eno MLW-1.99'NAVD Existing berrn .. . . ... ... ... 50-378383-001-EE 11� SI.When't Di'll i, I z CO F1 LIFT DETAIL (SLIP #7) SCALP 3/8" = T-O' DT-L-2 'P� E nK M IT N U M E75% E R 4-j 4-J m v 4e LAX., r Li DEC * 2 0 "'T'191 4W r 1 rll� M Mr""EK UEVELOPMENT ORDER # map TOWN OF HIGHLAND BEACH AUTHORIZED AGENT AFFIDAVIT 0r r I, 911-o l/t 2 the Contractor, hereby grant authorization to va 6� , Authorized Agent, to act in my behalf with the Town of Highland Beach W. Building Department while conducting activities related to obtaining permits. These activities specifically include signing all documents re uiring signature of "contractor". r t d w , Authorized Agent, is to be considered an agent of my business and therefore the signature of said agent is binding and causes me to assume all responsibilities connected to or associated with the signature as they may relate to my contracting business. I llierko'/ , Contractor, relieve the Town of Highland Beach of, and agree to hold the Town of Aighfand Beach Building Department harmless from, any and all responsibility, claims or other actions arising from or related to the Department's acceptance of the above agent's signature for permit -related activities. I further understand that it is my sole responsibility to grant and terminate any such authorization and to ensurr,4at th partment receives timely notice of any such grant or termination. Si at o ntr ctor Sig re Agent State Certification or Registration Number County Certification Number (if applicable) ***PLEASE NOTE: BOTH SIGNATURES MUST BE NOTARIZED*** Notary for Contractor's Signature: State of 0 ✓! County of ai4 - &4t C �` The fpregoing was acknowledged b fore me this day of , by r- f 10VI , who is personally kn vn to me, or who produced as identification. Notary for Agent's Signature: State of 0 ✓1 �" County of 6�_C The fo,egoing was acknowle ged bef9re me this �p day of VL4 AP" r by GN/#&41 who is personally known to me, or who produced as identification. e �• LALMANA r, rt I i r �,. Y IACHAKA K PETTY ';`•, `otary Public - State of Florida \otary Public - State of Florida F: Commission x GG 194310 s Commission x GG 184310 '�tl My Comm. Expires Feb 6, 2022 My Comm. Expires Feb 1 2022 �gonded through %ationai \otary Assn. Bonded through \ational \"tar Assn. The Building Department, at its discretion, may require a contractor or license -holder to personally apply for or obtain a building permit notwithstanding any authorization allowing another person to apply for or obtain any permit on behalf of a contractor, qualifier, or license - holder. DEVELOPMENT ORDER # A 0- Cl)(:)O ;�' February 18, 2020 Town of Highland Beach 3616 South Ocean Blvd Highland Beach, FL 33487 Re: Installation of boat lifts at multi -family property 1004 Bel Air Drive, Slip #3 1016 Bel Air Drive, Slip #7 REACH Dear Board Members, The property owners of 1004 Bel Air Drive and 1016 Bel Air Drive, at the Yachtsman Cove Townhouse Condominiums, are requesting to install elevator style boat lifts in their assigned slips. The lifts have been approved by both the Florida Department of Environmental Protection and the Army Corps of Engineers, and both lifts meets the Town's building code with respect to side setbacks and waterward extension. Neither lift would impose an impact on the waterway or the neighbor, in the form or a navigational or visual obstruction. Sincerely, David,:vutter -= 66at,Lifts and Docks of South Florida BOty I F T S5 Np �w %V-011 DOC OF SOUTH FLORIDA June 6, 2019 DE-C-92 0 Z 1 Larry Herskovitz 1016 Bel Air Dr Highland Beach, FL Authorized Dealer for. TAM PERMI A130A 7- L IF75- 19 0 8 "H ,- V. i 1 lhirscha,aaserviceco.com 847-707-7889 JOB ,SPFCIFICATIOIi�S: Purchase and Installation of a Neptune 10,000 lb Direct Drive Aluminum Elevator Boat Lift with standard bunks mounted on wood pilings. Installation of (2) 12" x up to 25' Wood Pilin o If rock punching is found necessary, an additional charge of $350 per piling will be incurred. Permit Fees, Electrical Fees, and Engineering Plans are not included in this estimate. Owner to provide property survey. Dredging costs are not included in this proposal. Every lift requires 4' 6" — 5' of water at low tide for the lift to operate properly. Based on our estimate the mean low line at your property will not be sufficient. Please contact dredging company for estimate. DOTE: Our proposals include options for boat lifts that we feel are necessary, when obtaining competitive quotes be sure they include the same options, otherwise they will bill as an "add on. " VESSEL: Please provide Make, Model, and Year of your Vessel, otherwise standard bunks will be considered satisfactory. Neptune 10,000 lb Direct Drive Aluminum Elevator Boat Lift (Boat Lift Travels at 32" per Minute) ...$ 9,438.00 ® Vertical Upgrade.......................................................................................................................$ 669.00 ® SEArmor Package, including SEArmor Corrosion Resistant Winders, Grey Nylon Guide Poles, and Stainless Steel Motors........................................................................................................$ 316.00 ® Wireless Remote Control (includes 2 transmitters)..................................................................$ 647.00 ® Auto Stop and Limit Switch.....................................................................................................$ 305.00 ® Complete Disconnect Switch....................................................................................................$ 209.00 ® Mounting Bolt Kit ....................................................... ..-. ...............................................$ 238.00 ® Tie Back System .................... ... ............ {°t.....................................................$ 400.00 v� r'r ® Installation of (2) 12" x up to 25' ood Piling .....:.............................................................$ 1,700.00 ® Installation of Lift ....... ............................................................................$ 1,000.00 ® Installation of 12' x 20' Jet Ski Platform (Birchwood Tan*De $ 9,000.00 ® Installation of (4) Eyelets. ................150.00 ..................................................................... .$ Self -Adjusting Cable Keepers, (2) Jet Ski nks, (8) Mini Guide Poles .................................$ Included ® Discou�nt................................................................ ........... I ........ .. ....................................$ (1,072.00) TOTAL: S23,0 0.00 This Proposal is valid for 30 Days from the Proposal Date. Boat Lifts & Docks of South Florida, 989 NW 311t Avenue, Bldg. F, Pompano Beach, FL 33069 Telephone: (954) 971-0811, Fax: (954) 971-1770 Licensed & Insured SCC 147913115 WE General (Votes: -teel threaded rods or approved equal), 8 Mean High Tide 10 WELD E A L ® Design in accordance with Florida Building Code, 6th Edition (2017). — — — — — — — — — — — — — — — — — — — ® This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 180 MPH, (3 Second 9 6 Gust) Exposure 'D' without a boat on the lift. per ASCE 7-10 using above ground sign/wall method. The lifting structure 6' including boat has been designed to withstand wind speeds of V ult = 73 MPH in Exposure V. Exist. Seawall 9 9 P ( ) — P (max) To Remain e Boats shall not be stored on lift during high wind events. H e Do not scale drawings for dimensions. Mean Low Tide ® Licensed Contractor to verify location of existing utilities prior to commencing work. — — — — — — — — — — — — — — — — — — — s The Licensed contractor to install and remove all shoring and bracing as required for the proper installation of the work. ® Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. ® Aluminum: Material 6061 T6 Aluminum, all welds are min. J" full fillet weld using 5556 filler alloy, all welding must conform to RISC steel construction manual 14th ED as inspected and verified by others. The contractor is responsible to insulate aluminum Existing Berm K members from dissimilar metals to prevent electrolysis. (Depth Varies) _ _ _ _ _ _ — a Aluminum members in contact with concrete and wood shall be protected by Koppers Bituminous Paint" or Polyethylene Tape --- --- UHMW (ultra high molecular weight). 11.7 mils (0.30 mm) min. total thickness in accordance with current Florida Building Code. All anchors to be Hilti Brand or Approved Equal. All bolts shall be hot dipped galvanized or stainless steel & meet the ----- requirements of ASIM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between wood & nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt 11 or 24" Min Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into solid substrate and do not Embedment included thickness of other finishes. ® MW Engineering has no control of the manufacturing, performance or installation of this product. These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. Piles shall be driven to refusal and sufficiently penetrated into sand or rock strata to support lift capacity, weight and loads. Each pile to carry commensurate load I.E. 1/4th lift capacity for 4—post lift (Factor of Safety of 1.5) Allowable minimum compression pile capacity of 5 tons. The contractor of record shall verify pile type, installation and driving in compliance with-QED=,(-2017) YP i c `� e c i o `� e j � � , ► e Sub —surface conditions can va reatl ry 9 y �,L, Scale: 3 8" = 1 '=o" °° °�� E . Vil"c '°'., SEP 2 7 / aa..o 08 ®\r ENS�s�~� 'ss cl� pia"�j fj s a0 No.53895 DATE NOTES REVISIONS t�oT vg�uD UNL IGttiED fTH -, SCALE ti 32 ( JINJ\LENGINR' TQRP-MW,ENGINEERING, INC Proposed Elevators NEPTUNE BOa LIT oA� 05.,2.2015 01/07/2018 Changed FBC Note 9�, AS r`,`,' T 902 NE 1 Street Suite #2 5 �: wRr o � 000 I b 228 SW 21 Terrace X' ®� e OR 1 6';"j�-" ` .,'r Pompano Beach, Florida 33060 t� Fort Lauderdale Florida 33312 CHI BY. wM Ofc: 754-333-0877 Phone: 954-524-3616 JOB No: Elevator 32.dwg (VIA Kid �tCJV a1R. i 24,000 lb LICENSff#6H89516A307'02 VVM.MwEn •neerin9•net Fax:954-524-3604 Sheet 1 of 3 DAIS 01/07/201& GUIDE POLE � hJ F\ / �_� n° F Center D Line O C 65'-90° 8 �--8 Q R 7 C ; Varies B A, See Anchor Schedule 1 10 WELD E �- 9 I 6 H 6' Mean High Tide — — (max) \, (Cable Option) stainless steel cable with clamps Mean Low Tide _ Existing Berm (Depth Varies) 24" Min. Existing Seaviall, Dock and Dock Piles To Remain (Cable Option) �"O stainless steel eye bolt attached to existing seawall cap, min. 3" embedment and S" min from any concrete face Embedment Qy ical Section Scale: 318" = 1 '=O" c00111AFFFY, �0 mhhosm E SEP 2 7 201� ® �' co `'` �� •off - { � o O C ' a N0.53895 m p s 7AM �IALID UNL S SI ED'.V_VIT.H S NOTES REVISIONS - .� bIIt4ALEAND �A SIGTURE MW, ENGINEERING, INC Changed FBC Note a -�� ®e� t 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 fvi`',�`"' �' -'� '� UXR (r.E1N, B.ER�F. E. LICENSE #53895 1 CA 30702 Ofc: 754-333-0877 VWVW.MwEngineering.net C Proposed Elevators 5,000 lb to 24,000 lb (3) "O thru bolts with 3 x3"4" thick aluminum square ushers ANCHOR SCHEDULE 1 SLOPED TRACK BEAM (3) J4"O thru bolts (except for 5K elevator which required (2) "0 thru bolts only), 3" mini. from top of pile, 3" apart min., centered with 3 x3"" thick aluminum square washers VERTICAL TRACK BEAM (See Connection Detail) (4) J"O thru bolts, 3 1" min. from top of pile, 3" apart min., centered with 3 x3"4" thick aluminum square washers 5 NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone: 954-524-3616 Fax:954-524-3604 SCALE: 32 DATE: 05.12.2015 DRAWN BY: WRT CHECKED BY: WM J08 No: Elevator 32.dwg Sheet 2 of 3 Components i A I I I I B Q C S 2 C E F G J Plan View B K Scare: 3/8 " = 1 '=a L N M O -- �( v! P CA Q E �� R 1(j I i D�C 26 1ae`aq�9999P�Pp�,Pv I/V r�o a r SEP 2 7 W9 n N0•5389.5 0 DATE NOTES REVISIONS N�T`r SLID u SS SI NED WITH � �Ri6W LEN Q- SIGNATUi ,E•• r-,� a .`AND S ,a r tr, e ,9 1 ' INC ��7 ENGINEERIIV�, IV 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Pro osed Elevators p 5,000 lb t� NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 ' 32 DATE: 05.12.2015 0110712018 Changed FBC Note DRAWN BY.WRT CHECKED BY: WM `� �} I ��; ' - Ofc: 754-333-0877 24,000 lb Phone: 954-524-3616 JOB No: Elevator 32.dwg MARK'Q. WE80�, P.E. Sheet 3 of 3 LICENSE #53895 1 CA 30702 MAM.MwEn Ineerin net g g' Fax: 954-524-3604 Lift Capacity 5, 000 7, 000 10, 000 12, 000 14, 000 15, 000 17, 000 20, 000 24, 000 (In Pounds) Carriage Boom (2 Required per Lift Arm) AS C 6"x3.6 AS C 8"x4.3 AS C 10"x5.3 AS C 12"x7.4 Cradle Arm AA I - 6"x4.7 AA 18"x7.1 AA 110"x8.7 AA 110"x10.286 AA 112"x11.7 AA 112"x14.3 Gusset Plate $"x3" Flat Bar 2"x4" Flat Bar z"x5" Flat Bar 2"x6" Flat Bar z"x8" Flat Bar (2 Required per Lift Arm) Upper Carriage Angle 8"x2"x3" Angle $"x3"x4" Angle $"x4"x6" Angle (2 Required per Lift Arm) Lower Carriage Angle $"x2"x3" Angle $"x3"x4" Angle $"x4"x6" Angle (2 Required per Lift Arm) Pulley Plate �"x6" Flat Bar �'x6 Flat Bar 1„ � x6 Flat Bar i„ „ � x8 Flat Bar (2 Required per Lift Arm) Upper Guide Wheel 4" Diameter 5"x2"x4" I.D. 6" Diameter (4 Required per Lift Arm) Lower Guide Wheel 4" Diameter 4"x5-3/4"x 6" Diameter (1 Required per Lift Arm) 1-1/8" I.D. Cable Size Diameter 7x19 SS 304 $" Diameter (Stainless Steel) 7s 7x19 SS 304 Guide Track AA I - 6"x4.7 AA i - 8"x6.3 AA I - 8"x7.1 AA I - 10"x8.7 AA I - 10"x10.286 AA 112"x11.7 AA 112"x14.3 Guide Track To Guide AA CS 4"x1.8 AA CS 5"x2.2 AA CS 6"x2.8 Track Brace Attachment (2) $"x2"x3" Angles with welded (2) $"x3"x3" Angles with welded (2) �"x3"x3" Angles with Bracket Thick Inner Plate Thick Inner Plate welded 4" Thick Inner Plate Track Mount Connector $"x2"x4" Angle & �" Bolts $"x3"x4" Angle & �" Bolts x3"x6" Angle & �" Bolts (2 Required per Lift Arm) Motor Size (Horse Power/Voltage) Guide Post 2" Diameter Schedule 80 Pipe 3" Diameter Schedule 80 Pipe SocketIT Bunk Bracket Support 1„ a x2"x2" (2 Each Side of Lift Arm) Bunk Boards 3"x8" Pressure Treated 3"x10" Pressure Treated Southern Yellow Pine #1 Southern Yellow Pine #1 ®9r11E'�1SlOt1S Lift Capacity 5,000 7,000 10,000 12,000 14,000 15,000 17,000 20,000 24,000 (In Pounds) 1 10' 10' 10' 10' 10' 10' 10' 10' 10' 2 7' 7' 8' 8' 8' 8' 10' 10' 10' 3 6" 6" 6" 6" 6" 6" 6" 6" 6" Y 4 6' 6' 6' 6' 6' 6' 6' 6' 6' � 5 1 -6 O � 6 2'-8" 2'-8" 2'-8" 2'-11" 2'-11" 2'-11" 3'-3" 3'-3" 3'-3" I_ � 7 4' 4' 4'-6" 5' 5' 5' 6' 6' 6' 8 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 9 13" 13" 13" 13" 13" 13" 13" 13" 13" 10 8" 8„ 8„ 8„ g �, 8„ g„ 8„ 10„ GENERAL LEGEND: AF - ALUMINUM FENCE BCR - BROWARD COUNTY RECORDS sm = BENCHMARK CB = CATCH BASIN CA. - CENTERLINE CLF - CHAINUNK FENCE CLP = CONCRETE LIGHT POLE CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE C/S = CONCRETE SLAB DE - DRAINAGE EASEMENT D DELTA (CENTRAL ANGLE) E EAST ELE - ELEVATION X 0,0(V = EXISTING ELEVATION EOP = EDGE OF PAVEMENT EOW = EDGE OF WATER FF m FINISHED FLOOR FH = FIRE HYDRANT FN = FOUND NAIL INV = INVERT FIP o FOUND IRON PIPE FIR = FOUND IRON ROD FND = FOUND NAIL AND DISC L = ARC LENGTH MDCR = MIAMI DADE COUNTY RECORDS N = NORTH NID = NAIL AND DISC MF = METAL FENCE ORB ¢ OFFICIAL RECORDS BOOK OIS = OFFSET PB - PLAT BOOK PBCR = PALM BEACH RECORDS PC = POINT OF CURVATURE PIS -PAGE PL - PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PVCF = PLASTIC FENCE R - RADIUS RNV = RIGHT OF WAY S = SOUTH WIN - SIDEWALK SIW.E = SIDEWALK EASEMENT SIR = SET 11T IRON ROD SND = SET NAIL & DISC UE x UTILITY EASEMENT UP = UTILITY POLE W WEST WIF = WOOD FENCE WIM = WATER METER Boundary Survey PROPERTY ADDRESS: 1008 BEL AIR DRIVE HIGHLAND BEACH, FL. 33487 248.W INTERCOASTAL WATERWAY NOTE: 1) WOOD DOCK IN INTRACOASTAL WATER R/W REVISIONS: DATE: SCALE: i" = 30' FIELD LOCATION OF IMPROVEMENTS 6/30/2018 1 CARD: LJ CHECKED BY: JSP THE STANDARDS OF LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF "HIGHLAND BEACH ISLES - ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 154 OF THE PUBLIC RECORDS OF PALM BEACHD COUNTY, FLORIDA. CERTIFICATIONS: MICHAEL KRAFT ENTERPRISES, INC OR) am 000 01046 SURVEYORS NOTES: (1). ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PLAT AND ARE AS MEASURED, (2). LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERVVISE NOTED. (3). NO UNDERGROUND IMPROVEMENTS LOCATED EXCEPT AS SHOWN. (4). THIS SURVEY WAS PREPARED WITHOUT THE BEINEFIT OF A TITLE COMMITMENT THEREFOR THE ONLY SURVEY MATTERS SHOWN ARE PER THE RECORD PLAT. THERE MAY BE ADDITIONAL. MATTERS OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBLIC RECORDS OF THE CORRESPONDING COUNTY OF RECORD. (5). THIS SURVEY IS FOR CONVEYANCE PURPOSES ONLY (6). THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN. SET FORTH BY THE FLORIDA 6QARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CF-17, FLORIDA ADMINISTRATIVE CODE. 411 JULIO S. PITA. PSM.,STATE OF FLORIDA INVOICE #: 1S- 476" PROFESSIONAL SURVEYOR AND MAPPER LS 5789 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SHEET # 1 OF 1 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ALL COUNTY SURVEYORS 0 P RS LICENSE NO. Nri . . ICE: (04) 777 AX: (954) 777-270 5400 SOUTH UNIVERSITY DRIVE DAVIE. FLORIDA 33328 SUITE 216 ur iv zu i ouuov t y/- BOOK 28165 PAGE 167 2OF2 ao -p oo a 0 I NiAk HIGHLAND LEACH APPROVAL OF TRANSFER' KNOW ALL MEN BY THESE PRESENTS O That pursuant to the Declaration of Condominium of YACHTSMAN'S COVE PJWNHOUSE CONDOMINIUM, a condominium (the "Condominium"), the management of the � o dommium is delegated to the association, YACHTSMAN'S COVE TOWNHOUSE OMd ASSOCIATION, INC. The Board of Directors of the Association does hereby i and presents this document as evidence of their approval of the transfer of that certain parcel described as: dominium Unit B-4 of YACHTSMAN'S COVE TOWNHOUSE NDOMINIUM, according to the Declaration of Condominium thereof, recorded (V in cial Records Book 3925, Page 443, and all exhibits and amendments thereof, re d in the Public Records of Palm Beach County, Florida a/k/a-4fff(xBel Air Drive, Highland Beach, FL 33487 FROM:=nd W.Conn TO: Mind Herskovitz y *s* IN WITNESSOF, the undersigned President of the Board of Directors has hereunto nd and seal this r`l; day of Vey =4 , 2016. WI TNE SSES: a rint Name !J t Name ,,J'a 4 �� _ m 20, te,� STATE OF FLORIDA COUNTY OF PALM BEACH Xndrew -J/^Rogers, Jr. Preside F I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared Andrew J. Rogers, Jr., as President of YACHTSMAN'S COVE TOWNHOUSE CONDOMINIUM ASSOCIATION, INC., and who acknowledges executing the same in the presence of two witnesses subscribed freely and voluntarily under authority duly vested in him as President of said Board of Directors. WITNESS my hand and official seal in the County and State last aforesaid, this .12 day of 11z 2016. NOTARY REPU8f1C MY COMMISSION EXPIRES:40� gy, AMELIA S. MERINO Notary Public s Massachusetts Commission Expires Jul 24, 2020 OR BK 28165 PG 166 RECORDED 03/16/2016 10:53:03 Palm Beach County, Florida AMT 789,000.00 DEED DOC 5,523.00 ° U �"J [ I �J Sharon R. Bock SUNBELP CLERK & COMPTROLLER TITLE AGENCY P s 0166-0167; (2Pgs) MAR Q 6 2020 g ipared by: Ly Richardson t Title Agency to: I715 N. Westshore Blvd., Suite 190DE Y LOP NT ORDER p®Ep, Fkk »607 ' �! Il fl Fileber:�7914160013 _ 0 OC*X [Space Above This Line For Recording Data] This Warranty Deed Made this of March, 206 b Laurie A. Sheinson a/k/a Laurie A. Conn. A Single Woman, hereinafter called In-41 1ythe Grantor, to Herskovitz and Mindy Herskovitz, Husband And Wife, whose post office address is: 2745 Crabtree Lane, N rook; IL 60062, hereinafter called the Grantee: (Whenever used here t term "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assi f individuals, and the successors and assigns of corporations) Witnesseth, that the Gra , QS and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt where ��eby acknowledged, hereby grants, bargains, sells, aliens, remises, releases; conveys and confirms unto the Grante certain land situated in Palm Beach County, Florida, viz: Condominium Unit No. B-4, oy4tsman's Cove Townhouse Condominium, a Condominium, according to the Declaration thereof, as recorde ial Records Book 3925, at Page 443, of the Public Records of Palm Beach County, Florida, and all Ailments thereto, together with an undivided interest in the common elements appurtenant thereto. V" Parcel Identification Number: 24-4 4 4-34-000-0024 Together with all the tenements, hereditam is ppurtenances thereto belonging or in anywise appertaining. To Have and to Hold; the same in fee simple forever. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. Subject to covenants, restrictions, easements of record and taxes for the current year and subsequent years. In Witness Whereof, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed �an -delivered deivered in our presence: G ' ess #1: (Siture) J �awzc_ Print Name: e77 Laurie A. Sheinson a/k/a Laurie A. Conn 359 Sun King Drive Glenwood Springs, CO 81601 Witness <: (Signature) Print Name: cc. S✓c; r e'L_ State of County of The foregoing instrument was acknowledged before me this A day of March, 2016, Laurie A. Conn, A Single Woman, who: [ ] is personally known to I ri Oil_ as identification. OTARY PUBLIC signature Print Name: I.' ' in � �d17 My Commission Expires: /,t j Ij Stamp/Seal �t 6MENNA NICHOLE JOHNSTON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20154034921 MY COMMISSION EXPIRES SEPTEMBER S, 2019 by Laurie A. Sheinson a/k/a ie or [ /X ] produced Incident to the issuance of title insurance. WARA.NTYDEED REV. 4-14-15 fp Existing wetfac 15' 3'-5.2" 2'J-AH n ITf, CO z MAR 312`0 o I HIGHLAN�e OU Proposed 10000lb lift with 20' x 12' PWC platform; w I �I Bd� ILDNG DE� � bD See typical manufacturer plans for details � 3 a I Q� " t —�� N U) OI � .L O-pc � � O N �� C d 1 o �e,� o •a Existing dock CL (0`° ��` � � �� "v� v W �- — to remain; 0 � � � o �- __ Elev - +4.0' NIVD xisting grade to remain 00 Fi Existing seawall, cap U q A.`:;�. and pilings to remain o 13' y�. A00.4 ZJ' Q= _ MHW +0.36' NAVD `� LLJ o � E- < •! .I. MM, 20 -5.2 from wetface E�C�i13zi 20'-10.3" from Property line Q Za' Qf CO GA MLW -1.99' NAVD ,'..: •: ••�a o_ GA O Existing berm •� ' =� F' to remainA' LLJ t w > '�. • • • �: • �• A . 1, O • r > Q t ' •` O w 4 E— O m •�.I. •• ' > CO O O Q C U ..�. U Q Z�Mm �QZ�o 0 z OQ _ d 2 —4 New 12" dia. wood lift pilings LIFT DETAIL SLIP #3 xisting dock pilings to remain =''LLE AS NOTED SCALE: 3/8" = 1'-0" "ft DTL-1 GENERAL. LEGEND: AF .. ALUiANUM FENCE OCR - BROWARD COUNTY RECORDS OM a BENCHMARK CB ■ CATCH BASH CIL = CENTERUNE CLF m CHANL.NK FENCE CLP a CONCRETE LIGHT POLE CBS n CONCRETE BLOCK STRUCTURE COW - CONCRETE CIS = CONCRETE SLAB FN DE - DRAINAGE EASBAENT O - DELTA (CENTRAL. ANGLE) 1' E - EAST ELE - ELEVATION X CLOU' = EXISTING ELEVATION EOP = EDGE OF PAVEMENT EOW = EDGE OF WATER FF a FINISHED FLOOR FH - FIRE HYDRANT FN = FOUND MAIL INV = INVERT FIP = FOUND IRON PIPE Q FN = FOUND IRON ROD FNU = FOUND NAIL AND DISC L = ARC LENGTH MDCR = MWMI DARE COUNTY RECORDS N = NORTH pp NID = NAIL AND DISC U MF = METAL FENCE ORB w OFFICIAL RECORDS BOOTS 01S - OFFSET — PB PLAT BOOK PBCR a PALM BEACH RECORDS PC = POINT OF CURVATURE PC3 - PACE OA' PL m PROPERTY LINE FN POS s POINT OF BEGINNING POC a POINT OF COMMENCEMENT PVCF =PLASTIC FENCE I R a RADIUS R1W = RIGHT OF WAY ,¢ S = SOUTH S1W - SIDEWALK c S1W.E = SIDEWALK EASEMENT SIR - SET 1W IRON ROD " c� SN D n SET NAIL S DISC UE - UTILITY EASEMENT UP = UTILITY POLE W "WEST WIF = WOOD FENCE WIM m WATER INTER I f., 4.1 • �h ��rwwrw tiIlmla.rl�r>! , il�Irr��wr �� t��r• _ I�r �lrr .4�!!1 .� m- �rWOMEN >•��' awl CATV vYAi R-2.5W L=2,15' -.., p=4r4a4r. ° RL�9�T.3ar, . 3' F0 err,FFP `•- D=139°42b8' NO LQ. � tiww err. rrerrlirmrwor. .r!!�w■rI� AII�Imulr • =�:i■wi_■l�ir� • �-r w W.Wa T i!I!I'ii • ��w mrmrwr ilwr •�Irw ilwr wr■Im r ■Trio �i%rr r�wr� •r!■nlrr�rll�llr�irwr lFh1 Existing concrete seawall, cap and pilings to remain NOTE: 1) WOOD DOCK IN INTRACOASTA.L WATER R/W POOL 248.50' INTERCOASTAL WATERWAY LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF -HIGHLAND BEACH ISLES - ACCORDING TO THE PLAT THEREOF, AS RECORDED t - IN PLAT BOOK 25, PAGE 154 OF THE PUBLIC RECORDS OF PALM BEACHD COUNTY, FLORIDA. BU C NG "I FP BEL AIR DRIVE MG11LAND ^ 4 ATRdAQWAY:' ^T.1iCERTIFICATIONS: .............. MICHAEL KRAFT ENTERPRISES, INC TWO STORY C�5 BLIILDLNti ,two LOT 3 Existing 221' x 3.55' (5.55' from wetface, 1224.7sf wood dock to remain �40MM-iSiiw'I E01 I I " DEVELOPMENT ORDER # 0�rj.001' SURVEYORS NOTES: (1). ANGLES F SHOWN ARE MERENCED TO THE RECORD PLAT AND ARE AS MEASURED. (2). LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. (3). NO LMDERGROUND 11044OVEMENTS LOCATED EXCEPT AS SHOWN. (4). THIS SURVEY WAS PREPARED WITHOUT THE BEWIT OF A TITLE COMMITMENT THEREFOR THE ONLY SURVEY MATTERS SHOWN ARE PER THE RECORD PLAT. THERE MAY BE ADDITIONAL MATTERS OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBLIC RECORDS OF THE CORRE8PONDTMO COUNTY OF RECORD. (3). THIS SURVEY IS FOR CONVEYANCE PURPOSES ONLY (6). THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN. Boundary Survey PROPERTY ADDRESS: 1008 BEL AIR DRIVE HIGHLAND BEACH, FL. 33487 REVISIONS: DATES SCALE: 1" s W THIS SURVEYS MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA DOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN C 17, FLORIDA ADMINISTRATIVE CODE. #jLL COU $LIRVET S S �� 7 AX: sAoO SOUTH UNtviiislTY DRIVE DAVIT, F10PJDA MW SUrtF 21 FIELD LOCATION OF IMPROVEMENTS 6130/2018 CADD: LJ CHECKED BY: J8P JULIO S. PITA. PSM.,9TATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LS 5788 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. INVOICE 4: 1®. 476116 SHEET # 1 OF 1 (cD f.+.l 0, A C) Lin o � 4�� Q= o E 4 E-� ai Q DO Li rw-t � r i °� a QQ C" CL EL I Q- G�Ornarn W W Q V% J O in Z � o �- 0 > U) U U2Q Z NLU QZ co pLL 22�Z 0 f!2UZW0 LtQOw_ �>-U== N 0 z AS NOTED I EXISTING CONDITIONS E C POLE 'STRUCTURE MEN'T . ANGLE) a 1E D Q y DISC ' INTY RECORDS BOOK SURE 9NG ENGEMENi ENT Existing concrete seawall, cap and pilings to remain Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain \ I v L%, V%liII11%%%1u 1-1%1 LA1LAtvly, IIWL part of this permit request) BEL Alit DRIVE ASPHALT ROADWAY. 1 HIGHLAND BEACH BUILD ING DEPA kVIMP �T rCA FUP FIP 1W NO I.D. GUY R1r%= •-1.1y FN IN PLAT BOCK 25, RECORDS OF PAL CERTIFICATIO MICHA►EL SCR ® Uj Q= E-I Q w� �ri°�0 F4 z re Z a- w ®�,rnM4 � �O8)aaa)i w 0 W w Q U) J O m = (0 z �O; w --- :SURVEYORS NOT o<-jQ Q z � m (1). ANGLES IF SHOWP _ RECORD PLAT AND AR DESC o w o o z 10' �t ✓'` . �4 (2). LEGAL OTHERWISE NOTED. f�2 v Z O _ _ � >< 0 New 000011b elevator lift on 0' (3). NO UNDERGROUN pilings (2) new 12" dia wood , EXCEPT AS SHCOWN. � with 20' x 12' PWC platform (4). THIS SURVEY WAS (240sf) in Slip #7 (Herskovitz) OF A TITLE CGMAMITME � MATTERS SHOWN ARE 68,_7„ �, 20' 111_6 20' NMI- 24' MAY BE ADDITIONAL M NOTE: WHICH CAN BE FOUNT CORRESPONDING CO � 1) WOOD DOCK IN DEVELOPMENT ORDER # (5). THIS SURVEY IS F a1k.-W0-16 a OqL 0% a 0%w- a a e e S in M*E—s+t 0-h n r. .`. m e_ --- _ -- _ - AS NOTED PROPOSED CONDITIONS Dou ?- PC Property lin SLIP SLIP 1 2 3 SLIP SLIP Existing concrete seawall, 4 5 cap and pilings to remain Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain New 1000011b elevator lift in Slip #3 (To be permitted separately; not part of this permit request) 6P � S N I � O * I O y CD U4 New 1000011b elevator lift on (D (2) new 12 dia. wood pilings, :3. o with 20' x 12' PWC platform cD 3 (240sf) in Slip #7 (Herskovitz) 68'_711 � 20' 111'_6„ :1— 20 T 24' ,1 SITE PLAN ,l General Notes: 1. New lift pilings to be 12" dia. CCA treated wood pilings. 2. All pilings to be driven 8' into strata. If hard strata is encountered, a 2' minimum All pilings shall be driven to develop a minimum allowable bearing capacity of 10 tons and shall penetrate a minimum of 8' into yielding material or 2' into rock.Turbidity barriers are to surround all in water construction areas during piling and/or panel installation activities. 3. Turbidity barriers, if necessary, are to surround all in water construction areas during piling and/or panel installation activities. 4. Elevations shown are based on the North American Vertical Datum of 1988. 5. Design in accordance with 2017 6th Edition of the Florida Building Code. 6. Construction methods, procedures, and sequences are the responsibility of the Contractor. The Contractor shall take the necessary means to maintain and protect the structural integrity and serviceability of the construction at all times. 7. Any discrepancies found for any circumstance between the structural plans and the existing conditions found on site and/or any conditions that were omitted on the plans will be the responsibility of the Contractor to immediately bring to the attention of the Engineer of Record. me 11 10. DEVELOPMENT OR O-E R # a 0 - 000 a Existing conditions are unknown, therefore, worst case conditions have been approximated. all existing conditions are assumed and must be confirmed by the Contractor after permitting. Engineer's Limitations of Responsibility: The Engineer shall not be responsible for the quality or composition of materials, fabrications, construction inspection, supervision, or review, special inspection, or the quality and correctness of construction unless the appropriate submissions, reports, approvals, inspections, site visit, construction review, or special inspections are performed by the Engineer or his representative as required herein, and then only such responsibility as is associated with the specific work performed as is commonly assigned a structural engineer in relation to other engineering and construction disciplines associated with the project. The Engineer shall not be responsible for site and construction safety and/or the safety of construction workers. Site and construction safety is the responsibility of the Contractor, The Contractor shall be responsible for the safety of his employees and the safety of the employee of all subcontractors to the project. Engineer's Statement of Compliance: To the best of the Engineer's knowledge, the structural plans and specifications presented herein comply with the applicable minimum building codes, standards, and practices. O� o� A jtoo � U � Q= cn o h c~n w a0 Mma ID � H��z� a 2 << LLJ Ow�� CL O rnarn W 0 W Q �-J O m z T O P0� 0 -J U�UW z m oco2oz °W_ �Q0LU J�U22 N Is 0 I "'"'x' AS NOTED I 15' 13' Proposed 100001b lift with 20' x U PWC platform; See typical manufacturer plans for details M H W +0.36' NAVD ® MLW -1.99' NAVD I AAlt- i N 20'-3.4" from wetface 20'-1.5" from Property line Existing berm to remain �k (o LIFT DETAIL (SLIP #7) SCALE: 3/8" = V-0" Existing 3'— 3.4" ,3 2Uj H n� n� Existing dock to remain; construction shown may or may not reflect actual construction �) lev = +4.0' NAVD •r i•, r-,L E=-_ Cz: E'.. MAR 0 GO 2020 f11GHL_Ai,iD BEACH BUILDING DEPARTMENT �►►►►►►►►► 09 trrrrrr c)• ••� <1 -� a w _ < o =; X0. F //'/tt�?itlll L Ilt►��, C' � �� c u c ^ ®j�Vpj 0 cQ I J v: 0"fisting grade to remain 1. Existing seawall, cap and pilings to remain SUPEFRSEpFD O o AO``to Q �x 3�� o E-r c~n Q w 00 LL- CO L ►.a O ocif E-o ! < ��Zaa) O �' oo X LO Q_ GCaOrnCLrn W 0 w Q 0 00 _ (D Z r O � �-0� 0QaU W 00 0co20z fn (!I=OU= U_ 0010 1 2 2 y 5 O Z I "'^`t' AS NOTED I DTL-1 O� N1GHLgtiO �z �' o x FCORIOP Building Department 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 Payer/Payee: HERSKOVITZ, LARRY 1016 BEL AIR DR. UNIT B4 HIGHLAND BEACH FL 33487 Receipt Number: RCPT2020-289 Cashier: Carol Holland Date: 03/06/2020 Fee Description Fee Amount Amount Paid Fee Balance Planning Board Fee $1,500.00 $1,500.00 $0.00 ATTORNEY CONSULTATION FEE $500.00 $500.00 $0.00 ENGINEERING REVIEW FEE $500.00 $500.00 $0.00 $2,500.00 $2,500.00 $0.00 CHECK 10318 $2,500.00 Total Paid: $2,500.00 Printed 03/06/2020 13:49:00 by Carol Page 1 of 1 Ingrid Allen From: Pamala Ryan <pryan@torcivialaw.com> Sent: Thursday, April 9, 2020 10:07 AM To: Marshall Labadie Cc: Ingrid Allen; Building Code Official Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts I think that's a fair decision. PH Ryan Sent from my iPhone On Apr 9, 2020, at 10:00 AM, Marshall Labadie <mlabadie@highlandbeach. us> wrote: Ok....just spoke with Jeff and I am willing to include the variance fee within their initial $2,500 fee that each petitioner has paid. Stay Home, Stay Safe, Marshall Labadie Town Manager Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 (561) 278-4548 mlabadie@highlandbeach.us PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from the Town of Highland Beach officials and employees regarding public business are public records available to the public and media upon request. Your e-mail communications may be subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. The views expressed in this message may not necessarily reflect those of the Town ofHighland Beach. From: Ingrid Allen <iallen@highlandbeach.us> Sent: Thursday, April 9, 2020 9:52 AM To: Marshall Labadie <mlabadie@highlandbeach.us> Cc: Pamala Ryan <pryan@torcivialaw.com>; Building Code Official <bco@highlandbeach.us> Subject: RE: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts Yes, the variance would be for 2 feet 3 inches. Per Sec. 30-40(b)(1) , the zoning board of adjustment and appeals reviews variances for existing multi -family units. Each applicant would need to submit a variance application and provide responses to each variance criteria to include their hardship argument. Per our fee schedule the variance application fee is $1500.00. Lets discuss further if you'd like. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Marshall Labadie <mlabad ie@highlandbeach. us> Sent: Thursday, April 9, 2020 8:32 AM To: Ingrid Allen <iallen@highlandbeach.us> Cc: Pamala Ryan <pryan@torcivialaw.com>; Building Code Official <bco@highlandbeach.us> Subject: RE: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts I have attached the drawing highlighting the issue. Please review. As such, we are ok with sending for a variance? completely understand revising the ordinance concept but that will take some time. Stay Home, Stay Safe, Marshall Labadie Town Manager Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 (561) 278-4548 mlabadie@highlandbeach.us PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from the Town of Highland Beach officials and employees regarding public business are public records available to the public and media upon request. Your e-mail communications may be subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. The views expressed in this message may not necessarily reflect those of the Town ofHighland Beach. From: Ingrid Allen <iallen@highland beach. US> Sent: Wednesday, April 8, 2020 4:08 PM To: Marshall Labadie <mlabad ie@highland beach.US> Cc: Pamala Ryan <pryan@torcivialaw.com>; Building Code Official <bco@highland beach.us> Subject: FW: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts Marshall Regarding the Happ and Herzkowitz boat lift applications, there is an issue. The initial drawings provided by the applicant did not include the height of the jet ski superstructure or the maximum height of the lift. In my comments to the applicant (see email exchange below), I asked that these heights be included on the drawings — the applicant did resubmit with heights added (see attached). Per the definition of 'boat lift" in Sec. 30-131, In no case shall the lift be higher than the superstructure of the boat when lifted. In both these cases, the lift (at 6 feet) is higher than the superstructure of the boat (at 3'9") when lifted. The applicant made the argument that it is "not normal or feasible to manufacture a lift with the top lifting bars, motors, electrical boxes, etc. that low and just barely above the dock surface." I had Jeff way in from a building perspective and while he does not have an issue with the applicant's argument (see attached correspondence), the code still reads the way it does and the request is not consistent with the definition of `boat lift'. To resolve the issue, the applicant needs to submit a variance application for the difference in height OR the Town amends the code to exempt jet ski lifts from the definition of boat lift. (Sec.30-40(a) states you can get a variance for a reduction in the dimensional requirements of this chapter, including, but not limited to, lot width, lot depth, lot size, size or percentage of open space, building coverage, building height, building setbacks, or required number of parking spaces). Note that FL Statute indicates that a jet ski is a boat. discussed these two paths (variance or code amendment) with Pam today and she agreed with me. Let me know your thoughts. P.S. I've asked Jason if he is aware of any existing jet ski lifts in the town whereby the lift is higher than the superstructure. If so, I asked him to take some pictures so we can have some idea of what is out there. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. Sent: Monday, March 30, 2020 5:16 PM To: david nutter <nutt3839@bellsouth.net> Subject: RE: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts David Regarding the issue of the lifts being higher than the superstructure of the boats when lifted, I will need to discuss this with the Town Manager. Given your argument is supported by the Building Official, the code still reads the way it does. I will advise you accordingly. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt3839@bellsouth.net> Sent: Thursday, March 26, 2020 4:06 PM To: Ingrid Allen <iallen@highlandbeach.us> Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts 954-868-8476 David Nutter DJN Permit Services For: nutt3839@bellsouth.net On Thursday, March 26, 2020, 03:37.41 PM EDT, Ingrid Allen <iallen(o-)_highland beach. us> wrote: Hi David: Do you have a phone number that I can reach you at, I have some questions regarding your email below. Note that the Town has declared a state of emergency and some staff is working remotely. Thank you, 4 Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: david nutter <nutt38396c�bellsouth.net> Sent: Tuesday, March 24, 2020 5:18 PM To: Ingrid Allen <iallenCcDhighlandbeach.us> Subject: Re: 1004 and 1016 Bel Air Drive - Development Order #20-0003 and 20-0002 - Boatlifts Ingrid, Attached is the amended detail cross section for Slip#3; Slip #7 would be identical to this one. I added the heights above the decking for both the existing dock pilings and the new lift pilings. I changed the description for the existing dock to read simply as to remain, without the verbage about the actual construction. I added a simple profile of a standard jetski on to the cross section. The lift platform is shown even with the elevation of the dock and cap, this is standard for a PWC lift. 0 Obviously, the lift extends above the top of the jetski; this is also standard for a PWC lift. It is not normal or feasible to manufacture a lift with the top lifting bars, motors, electrical boxes, etc. that low and just barely above the dock surface. If this cross section satisfies your comments, I will go ahead and have them signed by the engineer (assuming they are working right now) and copy everything to a CD or memory stick, and resubmit back to you. I don't want to waste time and money by having them signed and making the CD now, and then have to do so all over again if these do not satisfy the comments, or if there are additional comments. David Nutter DJN Permit Services For nutt3839(a),bellsouth. net On Tuesday, March 17, 2020, 12.27.04 PM EDT, Ingrid Allen <iallen a(,highland beach. up wrote: Mr. Nutter: Please find below staff comments on the March 6, 2020 submittal of the above -referenced Development Order Applications for Happ and Herskovitz: 1. Sheet DTL-1 indicates "construction shown may or may not reflect actual construction," please remove this language from sheet. Note that the detail sheet must reflect actual proposed construction details and dimensions. 2. Provide maximum height of pilings on sheet DTL-1 3. Pursuant to Section 30-131 of the Town Code, boat lift means the bottom of the keel of any boat shall not be hoisted greater than one foot above the minimum seawall elevation. In no case shall the lift be higher than the superstructure of the boat when lifted. Provide elevation sheet which superimposes superstructure of the boat along with corresponding measurements including bottom of the keel, one foot above the minimum seawall elevation, boat lift when hoisted, and any other measurements to show consistency with this definition. 4. Provide, as part of your resubmittal, a response document that addresses each comment noted above. 5. Provide all resubmitted items in both hardcopy form to the Building Department as well electronically to fallen ,highland beach. us 6. Additional comments may be forthcoming. Please call me at your convenience, if you should have any questions on the comments noted above. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. <image001.jpg> Be Counted, Highland Beach! Visit http://high land beach. us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding 7 town business are public records available to the public and media upon request. Your e- mail communications may therefore be subject to public disclosure. <image001.jpg> Be Counted, Highland Beach! Visit http://highlandbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e- mail communications may therefore be subject to public disclosure. <ima e003. > Be Counted, Highland Beach! Visit http://highlandbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. <ima e003. > Be Counted, Highland Beach! Visit http://highlandbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure.