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Zoning Variances Records_1016 Bel Air Dr._20200609_Variance Application No. 20-0002APPROVED BY: Board of Adjustment & Appeals 06.9.2020 Application No. 20-0002 TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Town Planner Ingrid Allen Building Department Applicant/Owner: Larry & Mindy Herskovitz Property Address: 1016 Bel Air Drive Property Control Number: 24-43-47-04-34-00O-0024 Application No. 20-0002 Date: June 9, 2020 REVIEW GIVEN TO SUBJECT' PROPETY D Preliminary Review: � Final Review: D Boat Lift VarianceD Amended Site Plan Review D Other: AT THE JUNE 9, 2020, MEETING, THE BOARD OF ADJUSTMENT & APPEALS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE TOWN PLANNER DATED MAY 12, 2020, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: D Denied � Recommendation to Approve D Approved with Modifications ( as noted) □Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, LE., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. &-:.-�::D Bonnie Pikkel (Jun 10, 2020 12:47 EDT) Bonnie Pikkel, Chairperson IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: MOTION: Chairperson Pikkel moved to approve Variance Application 20-0002 as presented. Vice Chairperson F. Rosen seconded the motion. UPON ROLL CALL the motion passed on a 5 to 0 vote, unanimously. CLERK'S OFFICE USE ONLY: Transmitted to the Building Department: 06/09/2020 Page 45 Page 46 Page 47 Page 48 TOWN OF HIGHLAND BEA H VARIANCE APPLICATION MAY 12 2020 HIGHLAND BEACH __ BUILDING DEPARTMENT Fees Paid/Receipt No. # _______ _ Date Set for Public Hearing: _________ _ Variance and/or Appeal to Board of Adjustment & Appeals and Town Commission are $2,500.00. ]ti Name: Larry and Mindy Herskovitz Phone: 847-707-7889 Mailing Addlress: 2745 Crabtree Lane, Northbrook, IL 60062 Email Address: lhirsch@aaserviceco.com Name: Boat lifts and Docks of South Florida Phone: 954-971-0811 Mailing Addlress: _ · 989 NW 31st Avenue, Pompano Beach, FL 33069 Email Address: nutt3839@bellsouth.net Fax: Fax: The owner/authorized agent requests that a detennination be made by the Board of Adjustment & Appeals of the Town of Highland Beach for the following variance under section _______________ of Chapter 30 of the Code of Ordinances of the Town ofHighland Beach. The description of the subject pmperty is as follows: Address: 1016 Bel Air Drive PCN: 24-43-4 7 �04 -34-000-0024 Zoning District: RML Residential Multi Family Low Density 1.Present Structures (type):Lot Size: Subdivision: Yachtsman Cove TownhousePresent Use: MFR MFR reisidential condominiums; Community marginal dock along seawall on south side; 2.The proposed use will be:Individual PWC lift in Slip #7 3.If this petition is granted, the effect will be to (brief description -i.e. to reduce side yard from T to 2'): Lift equipment will be allowed to extend above the superstructure of the PWC by 2'-3" when lift and PWC ariein a raised position that places the keel of the PWC flush with the dock4.For a variance to be favorably considered, the Board and Town Commission must find that thefollowing four requirements have been met. After each paragraph, state fully your reasons justifying thegranting of this variance.(a)"Olat special conditions and circumstances exist which are peculiar to the land, structure, orRevisedl 3/2019 Page 49 fPB�<e��W�[l/1 MAY 1 2 2020 district' , HIGHLAND BEAcu j' ' . BUILDING DEP T I I Typically boat and PWC lifts have the top of their structure and eq1Uipment 6+,-feet-aeev◄�-�ohJL or seawall. This typically would place the highest part of the lift below the top of the supe-rstructure of a vessel. But with a jetski, and other PWCs, being substantially lower than boats, it is not feasible to construct install a lift with the equipment that low and close to the dock decking or the seawall cap. Typically with a lift, one walks under the equipment. If the equipment was lower than the mp-otttre jetski, one would have to step over it, and this would create an unnecessary tripping hazard. (b)That the special conditions and circwnstances do not result from the actions of the applicant;The circumstances are not a result of the applicant or their actions, but are a result of the inherent nature, size, and height of a jetski and other PWCs and in the construction of the lift. PWCs are not tall like a b1oat or other multi-persons vessels. And the lift equipment cannot be placed low to the decking, or else it will create a tripping hazard. (c)That granting the variance requested will not confer on the applicant any special privilege that isdenied bv this ordinance to other lands, buildings or $tructures in the same district' The granting of this variance wilfnot confer any speC!al privilege to the applicant. It will allow the applicant to install a lift, such as has been approved and installed at several properties throughout the town, for the purpose of raising and keeping a vessel out of the water. Due to the fact the particular vessel involved in this case rs smaller and shorter than the typical boat, the lift structure will be hight than said vessel,but it is not f,easible to install or contruct the lift so that it is not higher than the vessel in question. (d)That literal interpretation of the provisions of this ordinance would deprive the applicant of the rights commonly enjoyed by other properties in the same district under the terms of this ordinanceand would work unnecessary and undue hardship on the applicant. · A literal interpretation of the provisions of this ordinance and denial of this request, would deprive thie applicant of rights commonly enjoyed by other property owners in this district and throughout the town, as oth1ar property owners have been aUQwed to install lifts to raise and keep their vessels out of the water The applic;ants would be subject to unnecessary and undue hardship by being forced to have the lift modified to be lower, which in turn would create an unnecessary tripping hazard. Or by having to keep their PWC in their backyards, on the dock, or elsewhere away from the canal, creating an undue need to drag the PVVC to the water, and then furthermore, to potentially risk injury by lowering into and raising out of the water, a heavy and bulky PWC. I 5.Has any previous application or appeal been files within the last year in connection with these premises?(YES)__ (NO)� If so, briefly state the nature of the application or appeal.·'7<.tJ. (Initial) The names and addresses of each property owner located within three hundred (300) feetof the affected property, excluding property owned by the applicant has been provided. (Notification distances shall be measured on an arc from the corners of the property.) (YES)� (NO) __U_ (Initial) I, the petitioner, acknowledge that there will be additional exrpenses incurred for the certified mailing of the public notices and the cost to publish the legal advertisement, whi�h is separate from the Board ofAdjustment & Appeals application fee. (YES) � (NO) __ ;<'fl--(Initial) [. the petitioner, has :·cad the Town of Highland Beach Code of Ordinances, Sect,on 30--JOVariances {�� lntci prctations for code requin:rncnts. (YES)� (NO) __Revis:ed 3/2019Page 50 Page 51 Page 52 Page 53 Page 54 Page 55 Page 56 Page 57 Page 58 Y�lbi� <C�v@ 'fowmifmo� C<amudl�� mti\Ofill 214SC�LJm;s; N�� Xlliliwb �2 �1 ;�:.4' � /?-t( "j?� (i'ill � "'- - , .,I �'��y� Cove 'f�ll!Se CmmcmmraiJlllium �� vedyowr �m°iOllll for Ill · .� J,i.fftmsllip #7 F� � �ng oo .Jume 27, 2:0ll.9. We me �-�you fOWtrOf �ey kjs��e �·�om f«� boo8:ffiit �lmoo m @nis spooffic sllnp • . ,�,Rift.�� oom])Iy � al!I � �> WlW str¾Jie � � oodes. Mwimt®UOO !l!llld �'Will� yowm�.·.. . . -. . . ·. lf,fuere 12/re mny other mpulliwom fi9m ahe Asroclanon Y® cain modlify BS needed. The �e11.cies need to see the l�er (>n yowr I�� to the o'WJlei', with 1he �n wheire tl'me � lift will be �1ed. Page 59 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 60 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 61 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 62 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 63 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 64 (/) Username (Your Email) Password Search Again (/search/) | Archives (/search/archive/) Newest First Oldest First Keyword Relevance Sort HOME (/)WHY PUBLIC NOTICES (/WHY-PUBLIC-NOTICES/) SEARCH THE NOTICES (/SEARCH/)REGISTER (/MEMBER/REGISTER) SUPPORT & CONTACT INFO (/SUPPORT/) MENU » GO 6/3/20, 7:05 PMPage 1 of 9 Page 66 South Florida Sun-Sentinel, Ft. Lauderdale May 30, 2020 None TOWN OF HIGHLAND BEACH PUBLIC MEETING PLEASE TAKE NOTICE that due to the pending Novel Coronavirus Disease 2019 (COVID-19) and Federal, State and Palm Beach Countys Declarations of State of Emergency, in accordance with Governor Ron DeSantiss Executive Order 20-69, dated March 20, 2020, the Town of Highland Beach will be conducting its Board of Adjustment and Appeals Public meeting utilizing communications media technology via Zoom Communications, on Tuesday, June 9, 2020 at 9:30 AM. Members of the Board of Adjustment and Appeals will not be physically present at Town Hall and shall be participating virtually. Live streaming of the meeting can be accessed on the Towns webpage at https://highlandbeach.us/highland-beach-television-2. The following applications will be considered: APPLICATION #20-0002 BY DAVID NUTTER, BOATLIFTS & DOCKS OF SOUTH FLORIDA, FOR A VARIANCE APPROVAL TO ALLOW A BOAT LIFT TO BE 2 FEET 3 INCHES HIGHER THAN THE SUPERSTRUCTURE OF THE BOAT WENT LIFTED IN ORDER 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 #20- 0003 BY DAVID NUTTER, BOATLIFTS & DOCKS OF SOUTH FLORIDA, FOR A VARIANCE APPROVAL TO ALLOW A BOAT LIFT TO BE 2 FEET 3 INCHES HIGHER THAN THE SUPERSTRUCTURE OF THE BOAT WENT LIFTED IN ORDER TO INSTALL A 10,000 POUND CAPACITY BOATLIFT ON SLIP NO. 3 FOR A PROPERTY LOCATED AT 1004 BEL AIR DRIVE IN THE YACHTSMAN COVE TOWNHOUSE CONDOMINIUM Agenda and backup material for the applications are available on the Towns webpage at https://mmportal6.team municode.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 6/3/20, 7:05 PMPage 4 of 9 Page 67 will be accepted up until 9:30 AM on Monday, June 8, 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 Clerks Office at (561) 278-4548 (tel:(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 (tel:1-800-955-8770) or 1-800- 955-8771 (tel: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 5/30/2020 6678339 Show results beginning at page: 1 6/3/20, 7:05 PMPage 5 of 9 Page 68 (/static/mspn/docs/user_agreement_ﬂ.pdf). FloridaPublicNotices.com is a service of the Florida Press Service, a wholly-owned subsidiary of the Florida Press Association. © 2020 Florida Press Service | Please be sure to read our User Agreement (/static/mspn/docs/user_agreement_ﬂ.pdf). 6/3/20, 7:05 PMPage 9 of 9 Page 69 Page 65 Other Related Documentation for Variance Application # 20=0002 Property: 1016 Bel Air Drive, Slip #7 PL , E:, C LE � W [ ERLD� Town of Highland Beach MAY 12 2020 HIGHLAND BEACH BUILDING DEPARTMENT Building Department # 3616 South Ocean Blvd., Mighlond Beach, Florida 33487 Website: www.hiahlandbeach.us • Phone: 561-278-45,10 # Fax: 561-278-2606 AUTHORIZED AGENT A FID I, the ereby grant authorization to f) Authorized Agent, to act in my behalf with the Town of Highland Beach Building Department while conducting activities related to obtaining permits. These activities specifically include signing all documents requiring signature of "contractor". q=�., 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 ccLntracting business. tk relieve the Town of Highland Beach of, and agree to Id the Town of Highland Beach Building Department harmless from, any and all responsibiility, 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 ensure that the Department receives timely notice of any such f;rant or termination. r` Signatu 0 1jf EVE) Signatul� agent ***PLEASIE NOTE: B SIGNATURES MUST BE NOTARIZED*** e Notary forignature: Notary for Agent's Signature: State of County of State of t County of The foregoing was acknowledged before me this The foregoing was acknowledged before me this \VON day of 4 day of by� by �� I�J�k 16vho who is personally known to me, or who produced is personally known to me, or who produced Q D O i M N b N N aside tiff tion. a as identificatl � Y� C L1 U Y lIi y� d C Vag Er =pw y N ary P blic Signature a" ` a V r ` T E ° of y Publ Signature __ _ U I L` tp ��' _`_ `_• ----- k==m X. Pant T Type, or Stamp Name of Notary Print, Type, or Stain Name of Notaryx =� a_ .m•: the Building Department, may require a contractor or license -holder to personally apply for or obtain a building permit notwithstanding atiy authorization allowing another person to apply for or obtain any permit on behalf of a contractor, qualifier, or license. 02/2018 l.t- IN Zu I l uuotf I VZ OR BK 28165 PG 166 RECORDED 03/16/2016 10:53:03 Palm Beach County, Florida UL N BELT T I T L E A G E N C Y pared by: Ly Richardson It Title Agency to: 1715 N. Westshore Blvd., Suite 190 pa, Fk 33607 F i lel~i er: 7914160013 AMT 789,000.00 DEED DOC 5,523. Qr Sharon R. Bock �= CLERK & COMPT OLI Pgs 0166-0167; (2 gs) ECE -�- NEM MAY 12 2020 HIGHLAND BEACH BUILDING DEPARTMENT _ [Space Above This Line For Recording Data] This Warranty Deed Made this of March, 2016 by Laurie A. Sheinson a/k,a Laurie A. Conn, A Single Woman, hereinafter called the Grantor, to Herskovitz and Mindy Herskovitz, Husband And Wife, whose post office address is: 2745 Crabtree Lane, Nlo crook, 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 tod and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt whey 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. o tsman'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 A meats thereto, together with an undivided interest in the common elements appurtenant thereto. 0 Parcel Identification Number: 24-4 4 4-34-000-0024 Together with all the tenements, hereditam"6ppurtenances 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 fvered in our presence: V' ess #1: (Si store) Print Name: Laurie A. Sheinson Ca/k//a-LLaur'iie A. Conn 359 Sun Tang Drive �r Glenwood Springs, CO 81601 Witness (Signature) Print Name: ,-lPl S cc, State of d6kYa--k _ County of _ The foregoing instrument was acknowledged before me this �day of March, 2016, by Laurie A. Sheinson a,/k/a Laurie A. Conn, A Si "I Woman, who: [ ] is personally known to me or [ ] produced nil as identification. 4. 40TARY PUBLIC signature -, Print Name: 61,na My Commission Expires: ,r�r ;z Stamp/Seal: oil $HENNA NT CHOI E JOHNSTON NOTARY PUBLIC STATE OF COLORADO INIMAPY In NIY COMfi1tSSI0N EXPIRE& 5EPT�ElABER 3, 2019 Incident to the issuance of title insurance. WARAiNTYDEED REV. 4-14-15 fp CFN 20160089792 BOOK 2LHIGHLAND 2OF2 2020 BEACH ARTMENT 1 APPROVAL OF TRANSFER 0 KNOW ALL MEN BY THESE PRESENTS 0 That pursuant to the Declaration of Condominium of YACHTSMAN'S COVE WNHOUSE CONDOMINIUM, a condominium (the "Condominium"), the management of the Co dominium is delegated to the association, YACHTSMAN'S COVE TOWNHOUSE OMINIUM ASSOCIATION, INC. The Board of Directors of the Association does hereby a and presents this document as evidence of their approval of the transfer of that certain co um parcel described as: dominium Unit B-4 of YACHTSMAN'S COVE TOWNHOUSE NDOMINIUM, according to the Declaration of Condominium thereof, recorded in cial Records Book 3925, Page 443, and all exhibits and amendments thereof, re d in the Public Records of Palm Beach County, Florida a1k/a Bel Air Drive, Highland Beach, FL 33487 15 FROM: r' Conn Y TO: Ind Mind Herskovitz V*s* IN WITNESSOF, the undersigned President of the Board of Directors has hereunto nd and seal this r`l day of'��(, —, 2016. WI • SS:ES: �N- r b rint Name t Name 6 -C V STATE OF FLORIDA COUNTY OF PALM BEACH Andrew J1 Rogers, Jr. Presid t 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 day ofX L2, 2016. NOTARY REPUBLIC TOWN OF HIGHLAND BEACH VARIANCE APPLICATIO Petition # Y12 P / AAfA.VA11 •. Fees Paid/Receipt No, # MAY 12 2020 HIGHLAND BEACH BUILDING DEPARTMENT Date Set for Public Hearing: Variance and/or Appeal to Board of Adjustment & Appeals and Town Commission are $2,500.00. PROPERTY OWNER INFORMATION Name: Larry and Mindy Herskovitz - f _ Phone: 847-707-7889 Fax: Mailing Address: 2745 Crabtree Lane, Northbrook, IL 60062 Email Address: Ihirsch@aaserviceco.com AUTHORIZED AGENT - -1 Name: goat Lifts and Docks of South Florida Phone: 954-971-0811 Fax: A Mailing Address: 989 NW 31 st Avenue, Pompano Beach, FL 33069 Email Address: nutt3839@bellsouth.net The owner/authorized agent requests that a detennination be made by the Board of Adjustment & Appeals of the Town of Highland Beach for the following variance under section _ _ of Chapter 30 of the Code of Ordinances of the Town of Highland Beach The description of the subject property is as follows: PROPERTY INFORMATION ASSOCIATED WITH THIS PETITION Address: 10115 Bel Air Drive Subdivision: Yachtsman Cove Townhouse P N: 24-43-4_'7-04-34-000-0024 Lot Size: Zoning District: RML Residential Multi Family Low Density Present Use: MFR l . Present Structures (type): MFR rE�sidential condominiums; Community marginal dock along seawall on south side; 2. The proposed use will be. - Individual PWC lift in Slip #7 3. if this petition is granted, the effect will be to (brief description — i.e. to reduce side vard from 7' 1. 2') Lift equipment will be allowed to extend above the superstructure of the PWC by 2'-3" when lift and PWC are in a raised position that places the keel of the PWC flush with the dock 4. For a variance to be favorable considered, the Board and Town Commission must find that the following four requirements have been met. After each paragraph, state fully your reasons justifying the grwiting of this variance. (a) 17hat special conditions and circumstances exist which are peculiar to the land, structure, or Revised 3/2019 MID &�r � /71C MAY 12 ?0?0 building involved and which are not applicable to other lands, structures r buildings in the same district, HIGHLAND BEACt-1 BUILDINGDEP Typically boat and PWC lifts have the top of their structure and equipments%"feet -_ or seawall. This typically would place the highest part of the lift below the top of the g4ggrstructure of a vessel. But with a jetski, and other PWCs, being substantially lower than boats, it is not feasible to construct install a lift with the equipment that low and close to the dock decking or the :seawall cap. ant was lawurthaTT-Mff top ofthe jetski, one would have to step over it, and this would create an utecessary tripping hazard. (b) That the special conditions and circumstances do not result from the actions of the applicant, The circumstances are not a result of the applicant or their actions, but are a result of the inherent nature, size, and height of a jetski and other PWCs and in the construction of the lift. PWCs are not tall like a boat or other multi -persons vessels. And the lift equipment cannot be placed low to the decking, or else it will create a tripping hazard. (c) That granting the variance requested will not confer on the applicant any special privilege that is denied by this ordinance to other lands, buildin�7s or structure$ in thesame district* The granting of this variance will not confer any spegal privilege to the applicant. It will alldw the applicant to install a lift, such as has been approved and installed at several properties throughout the town, for the purpose of raising. and keeping a vessel out of the water. Due to the fact the particular vessel involved in this case is smaller and shorter than the typical boat, the lift structure will be hight than said vessel, but it is not feasible to install or contruct the lift so that it is not higher than the vessel in question. (d) That literal interpretation of the provisions of this ordinance would deprive the applicant of the rights commonly enjoyed by other properties in the same district under the terms of this orddinance and would work unnecessary and undue hardship on the applicant. A literal interpretation of the provisions of this ordinance and denial of this request, would deprive the applicant of rights commonly enjoyed by other property owners in this district and throughout the town, as other property owners hay! been allQwed to install Iift�ato raise `end eep their vessels ou : of the water. T-he-apphc n, is would be subject to unnecessary and undue hardship by being forced to have the lift modified to be lower, which in turn would create an unnecessary tripping hazard. Or by having to keep their PWC in their backyards, on the tt therr— furthermore, to potentially risk injury by lowering into and raising out of the water, a heavy and bulky PWC. 5. Has any previous application or appeal been files within the last year in connection with these premises? (YES) (NO) X _ If so, briefly state the nature of the application or appeal. (Initial) The names and addresses of each property owner located within three hundred (300) feet of the affected property, excluding property owned by the applicant has been provided. (Notification clistances shall be measured on 4in arcftom the carriers (.?'the property.) (YES) X (NO) _ (initial) 1, the petitioner, acknowledge that there will be additional expenses incurred for the certified mailing of the public notices and the cost to publish the legal advertisement, which is separate from the Board of Adjustment & Appeals application fee. (YES) X (NO) Initial the altioncr, has r !, (Initial) a 1 cad the. Io�� 4 .d Beach Code of Ordinances, Section 3(.)-4o-. R Od rprc tations for code requirements. (YES) X (NO) Revised 3/2019 G3��[�O�,ol�ro�:' MAY 12 2o20 HIGHLAND BEACH I give permission to the members of the Town Commission and the Board of t9IG��rn staff to inspect the property for the purpose of this application. I declare that all statements made fiere�n are true, based upon the best available information, and I understand that willful false statements and the like are misdemeanors of the second degree under Section 837.06, Florida Statutes. Such willful false statements may jeopardize the validity of my application or any decision issued thereon. I have fully read the information outlining the Board procedures and application requirements. With this application, I am submitting the necessary supporting materials listed. ***ON%mer must supply authorized agent notarized letter attesting to same* Property O,wner's Signature: Date: Authorized Age Condo Assoc. STATE OF' nt Signature;, Date: Rep. Signa ` Date: / 'J COUNTY OF r(�[a (� WwAve)c 3'o1c.n i)eb 1 111-0 . z. L.ac rsov r� On this _ day of 20�before me personally appeared to me known to be the person whsIxecuted the foregoing instruments, and acknowledged that he executed the same as his free act and deed. SEAL T `r;,'�� IACNAKA K PETTY \wary public - State of Florida +' CorTmission * GG 184310 \'v Comm, Expires Feb i, 2022 Crale :hrugh National Notary Assn. Received by the Town Clerks Office: Received By: Date Public Notices Mailed: Date Legal Advertisement Published: Date: Resod 3/20I9 DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS rrseJI)i 4400 PGA BOULEVARD, SUITE 600 PALM BEACH GARDENS, FLORIDA 33410 REPLY TO August 15, 2019 ATTENTION OF Regulatory Division South Branch Palm Beach Gardens Section SAJ-2019-02613 (GP-CGK) Larry Herskovitz 1016 Bel Air Drive, ##B4 Highland Beach, Florida 33467 Dear Mr. Herskovitz: MAY 12 2020 HIGHLAND BEACH BUILDING DEPARTMENT 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-2019-02616 (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 1699 (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 silt? ��j�,, MAY 2 1020 -2- I HIGHLAND BEACH BUILDING pENAR7MEN7 Address. b. For electronic mail saj-rd-enforcement@usace.army.mil (not to exceed 10 MB). 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 B) "Standard Manatee Conditions for In -Water Work e 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 -3- n� it C E � W rE DD MAY 12 2020 HIGHLAND BEACH BUILDING DEPARTMENT 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: 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. 0 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. C Signs to be used in the U.S. Caribbean will be included at the website above. 3. Monofilarnent 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. Monofilament recycling bins must: ® Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. Be maintained in working order and emptied frequently (according to http://mrrp.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 CEO YFF5 D -4- MAY 12 2po HIGHLAND BEACH ��UILDI L DEP�RTMENT 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. 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DEPARTMENT 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, FLORID& r� CERTIFICATIONS: MICHAEL KRAFT ENTERPRISES, INC SURVEYORS NOTES: (1). ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PLAT AND ARE AS MEASURED. (2). LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. (3). NO UNDERGROUND IMPROVEMENTS LOCATED EXCEPT AS SHOWN. (4). THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT 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. 3 OF PROFESSIONAL SURVEYORS 17, FLORIDA ADMINISTRATIVE CODE. INVOICE #: 18.47646 PROFESSIONAL SURVEYOR AND MAPPER LS 5785 SHEET # 1 OF 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ALL COUNTY SURVEYORS �F IR 0 P RS LICENSE NO.8�77 IcE: (954) 7n� AX: (954) 777.27a MW SOUTH UNIVERSITY DRIVE DAVIE. FLORIDA 33328 SUITE 216 GENERAL LEGEND: AF - ALUMINUM FENCE 8CR - BROWARD COUNTY RECORDS BM =BENCHMARK CB = CATCH BASIN CA- = CENTERLINE CLF - CHAINUNK FENCE CLP = CONCRETE LIGHT POLE CBS - CONCRETE BLOCK STRUCTURE CONC = CONCRETE Cis = CONCRETE SLAB Fp DE - DRAINAGE EASEMENT D =DELTA (CENTRAL ANGLE) �'1 ' E - EAST ELE - ELEVATION X O.W = EXISTING ELEVATION EOP = EDGE OF PAVEMENT EOW = EDGE OF WATER FF = FINISHED FLOOR FH = FIRE HYDRANT FN = FOUND NAIL INV = INVERT RP - FOUND IRON PIPE FIR = FOUND IRON ROD FND = FOUND NAIL AND DISC b L = ARC LENGTH � o� MDCR = MIAMI DADE COUNTY RECORDS N = NORTH N/D = NAIL AND DISC U MF = MEN 1'AL FENCE ORB a OFFICIAL RECORDS BOOK O1S = OFFSET — PB PLAT BOOK PBCR = PALM BEACH RECORDS PC = POINT OF CURVATURE PG PAGE PL = PROPERTY LINE ; Fry POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PVCF = PLASTIC FENCE R w RADIUS RM = RIGHT OF WAY S = SOUTH f &W w SIDEWALK SiW.E = SIDEWALK EASEMENT f SIR = SET i1r IRON ROD SND = SET NAIL & DISC UE = UTILITY EASEMENT UP = UTILITY POLE W n WEST WtF = WOOD FENCE W/M = WATER METER FN Existing concrete seawall, cap and pilings to remain NOTE: 1) WOOD DOCK IN INTRACOASTAL WATER R/W 2413 UO' INTERCOASTAL WATERWAY Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain Boundary Survey REVISIONS: DATE: SCALE: 1" = 30' FIELD LOCATION OF IMPROVEMENTS 6130/2018 CARD: LJ PROPERTY ADDRESS: 1008 BEL AIR DRIVE CHECKED BY: JSP HIGHLAND BEACH, FL.33487 INVOICE A, 10.476" SHEET # 1 OF 1 EXISTING CONDITIONS SCALE: 1" 40 -0 4 r CA UP FIP 11T NO I.D. GUY WIRE 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 SURVEYORS NOTES: (1). ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PLAT AND ARE AS MEASURED. (2). LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. (S). NO UNDERGROUND IMPROVEMENTS LOCATED EXCEPT AS SHOWN. (4). THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT 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, THIS SURVEYS MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA NARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CF j6J-17, FLORIDA ADMINISTRATIVE COE JULIO S. PITA. PSM.,STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LS 5789 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ALL COUNTY SURVEYORS J — PP RS I LICENSE N0.6677 ICE: (II54) 777.4 AX: 1954) 777-270 5W SOUTH UNIVERSITY DRIVE DAME, FLORIDA 33328 SUITE 216 marl G. Forbes PE. 000 South Dixie HWY, West; Suite 1 Pompano Beach, Florida 33060 Email: Carlforbespe@yahoo.com License NO: PE-20699 Phone:954-682-6651 W ry W 0 U 5 O Q J z W � m I—O� W U) -� >(1)rLL OQn.= z :D < Lij Q z N m o2� j0 LL_ T n R g Uz0= 'QOW0 Drawn by: CA Checked by: WIN Date: 04/16/20 Job No.: 19-065 EC W POLE STRUCTURE ANGLE) a i DISC 'k b NTY RECORDS 0 ca a� Ds BOOK TURE ING Existing concrete seawall, cap and pilings to remain Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain iZ= .`SV `IV NV t.JV1.��aaVM aJV t./UIaA �v��, .�Va part of this permit request) BEL AIR DRIVE ASPHALT ROAMAY 5Q' F W (TOTAL) CA k!P FIP 1W NO I.D. GUY 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' Carl G. Forbles PE. 1000 South Dixie HWY, West; Suite 1 1) WOOD DUCK IN Pompano Beach, Florida 33060 AEmail: Carlforbespe@yahoo.com �� a ~ Aft � �� _ 8 i A f a �� M a PROPOSED O PO S E D CONDITIONS License No: PE-20699 SCALE:= 5- Phone: 954-682-6651 Z.7 1N PI.R REC Li c MICI SURVEYORS NOT (1). ANGLES IF SHOWN RECORD PLAT AND AR (2). LEGAL DESCRIPTH OTHERWISE NOTED. (3). NO UNDERGROUNI EXCEPT AS SHOWN. (4). THIS SURVEY WAS OF A TITLE COMMITNIEI MATTERS SHOWN ARE MAY BE ADDMONAL M. WHICH CAN BE FOUND CORRESPONDING COU (5). THIS SURVEY IS FC p oa �r � A�0M w U- E-4 WHMOC H�z< W owe a i�Orna REVISIONS 1 W wry U) ° 5 0 Q = W z m ►-0� w(1)-� > c) r. LL Qa z5 SW N Q z m 0��>° `L U) 0 z � T- U) Uzi= Q0 a�0 Drawn by: CA Checked by: DJN Date: 04/16/20 Job No.: 19-065 �I PC \ Wetface Property lin iE SLIP SLIP CD SLIP �' SLIP SLIP 6 7� Existing concrete seawall, 1 2 3 4 5 A OW cap and pilings to remain o~ 10 � w [2-° O o �' m c� Mxa� o wE'v -' o :0,New 1000011b elevator lift on H 30 1 Existing 221' x 3.55' (5.55' from wetface, New 1000011b elevator lift in Slip #3 "' (2) new 12" dia. wood pilings, o �<6 1224.7sf) wood dock to remain To be permitted separately; not part �. o with 20' x 12' PWC platform 3 a_ as o � a of this permit request) c3 0 (240sf) in Slip #7 (Herskovitz) _ 68'--7" 20' »24 , 111 -6 -� 20 MAY- SITE PLAN HTC,(�+ � BUIL1)f1%i;; U REV SIGNS General Notes: 8. Existing conditions are unknown, therefore, worst case conditions have been > 1. New lift pilings to be 12" dia. CCA treated wood pilings. approximated. all existing conditions are assumed and must be confirmed by the U-1 o 2. All pilings to be driven 8' into strata. If hard strata is encountered, a 2' Contractor after permitting. 9. Engineer's Limitations of Responsibility: The Engineer shall not be responsible for 0 Q minimum All pilings shall be driven to develop a minimum allowable bearing P 9 the quality or composition of materials, fabrications, construction inspection, m � capacity of 10 tons and shall penetrate a minimum of 8' into yielding material or supervision, or review, special inspection, or the quality and correctness of o 0 0 2 into rock.Turbidity barriers are to surround all in water construction areas construction unless the appropriate submissions, reports, approvals, inspections, w W �LL during piling and/or panel installation activities. site visit, construction review, or special inspections are performed by the o < a f 3. water construction areas Turbidity barriers, if necessary, are to surround all in w Engineer or his representative as required herein, and then only such z � S W during piling and/or panel installation activities. responsibility as is associated with the specific work performed as is commonly Q z m U) 4. Elevations shown are based on the North American Vertical Datum of 1988. assigned a structural engineer in relation to other engineering and construction o O b z �- cn 0 5. Design in accordance with 2017 6th Edition of the Florida Building Code. disciplines associated with the project. �, v ° U 6. th Construction methods, procedures, and sequences are the responsibility of e 10. The Engineer shall not be responsible for site and construction safety and/or the Q 0 w _ Contractor. The Contractor shall take the necessary means to maintain and Safety of construction workers. Site and construction safety is the responsibility a � U = _ CA protect the structural integrity and serviceability of the construction at all times. of the Contractor. The Contractor shall be responsible for the safety of his WIN 7. An discrepancies found for any circumstance between the structural plans and Y P employees and the safety of the employee of all subcontractors to the project. 04116/pthe existing conditions found on site and/or any conditions that were omitted on 11. Engineer's Statement of Compliance; To the best of the Engineers knowledge, the Fan 19-065 the Ions will be the responsibility of the Contractor to immediately bring to the P P y structural plans and specifications presented herein comply with the applicable SP attention of the Engineer of Record. minimum building codes, standards, and practices. 15' Existing wetfac 3'-5.2" 2' 1' 12' Proposed 100001b lift with 20' x 12' PWC platform; See typical manufacturer plans for details MHW +0.36' NAVD MLW -1.99' NAVD 13' 20'-5.2" from wetface 20'-10.3" from Property line Existing berm to remain 4 0 a a 0 a� New 12" dia. wood lift piling LIFT DETAIL (SLIPR7#) SCALE: 3/8" = 1'-0" •CL wl .X z O n � c n CO 0- +. Existing dock �— 4= to remain; Elev == +4.0' N+D 4 ' 14 Y• ••` 4 . •.. 4 •4. .I' ', :. • .., a , • : Wit• i .a • .. o • . 'f 4 . � • 4 .. ', i • .,4 xisting dock pilings i •. remain to isting grade to remain Existing seawall, cap and pilings to remain t3L't�'I}P;a9�� MAY 12 2020 HIGHLAND BENCH BUILDING DEPARTMiENT W t~n L a�oZ. a2� =_�,� w�o!�!3 om in g9�gj O� o AO'en �r a E - o w M m� H Cc z ILZaaa Ld a MOrn0 Ui U D Of 0 Q = J ZQO w m �Ir- 00 L11(1) -z'J i rU- O<CL o 2 - o Z 5 S w Q z_ N m 0��>O LL- cn0z L~i = Q Y Q U z _ Q00 � }�__ Drawn by. CA CFkcked by. 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