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Home My WebLink AboutR-2019-150 City Approving Site Plan (SP-79-19) Request, Variance (VA-147-19, VA-149-19, & VA-150-19) Requests & Design Exception (OT-148-19) Requests Submitted by Owner, Outboard Dynamics, LLC RESOLUTION NO. 2019-150 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING A SITE PLAN (SP-79-19) REQUEST, VARIANCE (VA-147-19, VA-149-19, AND VA-150-19,) REQUESTS AND DESIGN EXCEPTION (OT-148-19) REQUESTS SUBMITTED BY THE PROPERTY OWNER, OUTBOARD DYNAMICS, LLC FOR PROPERTY LOCATED AT 3998 S.W. 22ND AVENUE IN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A," A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION; PROVIDING FOR CONFLICTS; AND FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Code of Ordinances, Chapter 28, entitled "Land Development Code" (the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements," Article 635, entitled "Site Plans," states that Site Plan approval is required as a condition to the issuance of a building permit; and WHEREAS, Outboard Dynamics, LLC (the "Applicant"), has requested Site Plan (SP- 79-19) approval to permit the development of a 3,880 square foot free-standing building located between SW 22°d Street and Ravenswood Road in the City of Dania Beach, Florida, (the "City"), as legally described in Exhibit"A,"attached hereto and made a part hereof; and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625 "Variances," Section 625-40 states that the City may grant a Variance based on its determination that the petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested a Variance (VA-147-19) to permit a stacking area of seventeen (17) feet and ten (10) inches between the property line and the entrance to the first stall, where LDC Section 265-110 requires a minimum stacking area of twenty-five (25) feet between the property line and the entrance to the first stall; and WHEREAS, the Applicant has requested a Variance (VA-149-19) to permit twelve (12)- foot high perimeter trees and six (6)-foot high palm trees, where LDC Section 275-120 requires all shade trees to have a minimum overall height of sixteen (16) feet immediately upon installation; and WHEREAS, the Applicant has requested a Variance (VA-150-19) to provide zero (0) shade trees, where LDC Section 275-190 requires shade trees to be a minimum forty (40) percent of the total trees required; and WHEREAS, Chapter 28, Part 5 of the LDC, entitled "Signage and Design Regulations," Article 511 "Industrial Design Standards," Section 511-20 "Applicability," states that the City may approve exceptions to the guidelines as part of a Site Plan application; and WHEREAS, the Applicant has requested a Design Exception (OT-148-19) to permit three point forty-eight (3.48) percent of glass windows and doors for the primary elevation of Building 3 between a height of two and one-half(2.5) feet and eight (8) feet above the abutting grade, where LDC Section 511-30(I) requires a minimum twenty five (25) percent of glass fagade area measured between a height of two and one-half(2.5) feet and eight (8) feet above the abutting grade for ground stories; and WHEREAS, the Applicant has requested a Design Exception (OT-148-19) to permit zero (0) percent of glass windows and doors for the secondary elevation of Building 3, where LDC Section 511-30(I) requires a minimum ten (10) percent of glass fagade area measured between a height of two and one-half(2.5) feet and eight (8) feet above the abutting grade for ground stories; and WHEREAS, the Applicant has requested a Design Exception (OT-148-19) to permit a seven (7)-foot and one (I)-inch distance between a portion of the north frontage of Building 3 and the adjacent parking area and zero (0) distance between the west frontage of Building 3 and the adjacent parking area, where LDC Section 511-30(P) requires an eight (8) foot minimum distance between the front of any building, including any walkway immediately adjacent thereto, and the parking area and requires this space to be reserved for landscaping; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS, the City Commission finds that the approval of the proposed Site Plan (SP- 79-19), Variance (VA-147-19, VA-149-19, and VA-150-19,) and Design Exceptions (OT-148- 19) will protect the public health, safety, and welfare of the residents of the City, and furthers the purpose, goals, objectives and policies of the Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA: Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as being true and correct, and they are made a part of and incorporated into this Resolution by reference. 2 RESOLUTION#2019-150 Section 2. That pursuant to Chapter 28, "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plan," the following Site Plan (SP-79-19), attached as Exhibit "B" which is made a part of and incorporated into this Resolution by reference, is approved. Section 3. That pursuant to Chapter 28, "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 625 "Variances," the following Variance applications (VA-147-19, VA-149-19, and VA-150-19), attached as Exhibit "C" which is made a part of and incorporated into this Resolution by reference, are approved consistent with the Site Plan. Section 4. That pursuant to Chapter 28, Part 5 of the LDC, Article 511, entitled "Industrial Design Standards," the following requested Exceptions to Design Standards (OT- 148-19), attached as Exhibit "D" which is made a part of and incorporated into this Resolution by reference, are approved consistent with the Site Plan. Section 5. The approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: Conditions of Approval 1. Identify ROW lines and dimensions on SW 22nd Avenue and Ravenswood Road. Please clarify driveways encroaching into SW 22nd Ave. Verify, if 5' Utility easement are going to be vacated and if proposed easements are going to be required. All Property Lines and Right Of Way Lines are identified. Missing in Civil Plans (Engineering). 2. Provide cross sections of proposed ROW on all the surrounding streets (Engineering). 3. A complete Paving, Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Provide Drainage Structures Tables (Engineering). 4. Provide drainage calculations and geotechnical information supporting the proposed drainage design including its connection with existing system(Engineering). 5. Provide a copy of pre —and- post development storm-water management and drainage calculations. The City specifically needs the following information: 10-year, 25-year, and 100-year 24-hour and 72-hour flood stage elevations respectively(Engineering). 6. Provide an on-site drainage system — plan- along with storm-water management calculations (signed and sealed by a registered professional engineer). The calculations shall show how the minimum road crown and finished floor elevations are met, and how the 25-year, 3 day storm event is maintained onsite with zero discharge to the ROW and 3 RESOLUTION#2019-150 adjacent properties. The site must store at least the 25-year, 3 day event onsite with NO EXECPTIONS (Engineering). 7. Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum paving elevations from drainage calculations (Engineering). 8. Storm-Water quality design shall be provided in the amount of 2.5 inches times the percent impervious or the first 1 inch of rainfall over the entire site whichever is greater. This calculation will be provided along with the updated complete drainage analysis for permitting(Engineering). 9. Contractor shall provide, before issuance of C.O., to the FOR and City of Dania Beach "hard copies and CD with As-Built drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a Florida Registered Professional Land Surveyor(Engineering). 10. Provide regulatory agencies' approval documentation (as applicable) as part of the final submittal (FDOT, Broward County Surface Water License, Broward County Health Department Permit, EPD, etc.) (Engineering). 11. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. Speak with Eleanor Norena at (954) 924-6805 X 3645 (Planning). 12. Per 0-2017-027 & 0-2018-019, commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way, 25% along local roads & must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor when adjacent to ROW. Provide screen detail with next submittal (Planning). 13. Must construct sidewalk along SW 22 Avenue. Identify on site plan. 2nd time requested (Planning). 14. Provide dedication language for review by City Attorney prior to public recordation in Broward County Public Records (Planning). Section 6. That pursuant to LDC Section 635-100 "Expiration of Site Plans," and Section 625-50 "Expiration of Variances,"the Site Plan (SP-17-19), Variances (VA-147-19, VA- 149-19, and VA-150-19), and Design Exceptions (OT-148-19) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit 4 RESOLUTION#2019-150 application with construction drawings for the improvements shown on the Site Plan, within eighteen(18)months from the date of this Resolution. Section 7. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 8. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 9. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on November 12, 2019. ATTEST: Ilk THOMAS SCHNEIDER, CMC LORI LE LLEN CITY CLERK MAYOR aT FO AND CORRECTNESS: RO CITY ATTORNEY 5 RESOLUTION#2019-150 Exhibit"A" Legal Description Parcel 1: THE NORTH 1/2 OF LOT B OF RAVENSWOOD HEIGHTS PER PLAT RECORDED IN PLAT BOOK 31, PAGE 6 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; LESS AND EXCEPT A PORTION THEREFROM, AS DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST; THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 01026'01" WEST 1122.33 FEET; THENCE SOUTH 88035'45" WEST 35.00 FEET TO THE NORTHEAST CORNER OF SAID LOT B AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID LOT SOUTH 88035'45" WEST 30.84 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2251.83 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 10007'17" EAST RUN SOUTHEASTERLY ALONG SAID CURVE 97.82 FEET THROUGH A CENTRAL ANGLE OF 02029'20" TO THE END OF SAID CURVE; THENCE NORTH 88036'41" EAST 18.17 FEET TO THE EAST LINE OF SAID LOT B; THENCE ALONG SAID EAST LINE NORTH 01°26'01" WEST 96.98 FEET TO THE POINT OF BEGINNING. Parcel 2: THE WEST 204 FEET OF THE EAST 454 FEET OF THE NORTH 82.75 FEET OF THE SOUTH 257.75 FEET OF TRACT 2, BLOCK 1, OF PLAT OF SECTIONS 28, 29, 31, AND 32, BEING IN SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, AT PAGE 32, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; RESERVING AN EASEMENT OVER THE WEST 25 FEET THEREOF FOR ROAD RIGHT-OF-WAY; SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA. Parcel 3: THE SOUTH ONE-HALF OF LOT C, OF RAVENSWOOD HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31, PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. Parcel 4: THE NORTH ONE-HALF OF LOT C, OF RAVENSWOOD HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31, PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. Parcel 5: LOT D, OF RAVENSWOOD HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31, PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6 RESOLUTION#2019-150 Exhibit"B" Site Plan 7 RESOLUTION#2019-150 VICINITY MAP ABBREVATIONS SYMBOL LEGEND PROJECT INFO CONTACT5 NOTICE TO OWNER •, zcrasa�cs,w �.,ago.EE wc`Mn�iw Rzo�Ec�wr`ax . 44 I t .a.ba �E. x,ll)wr�v.o� `Pl' LOO°s OE'tffE£f&h,LE .i ...-i 7 r4,�.w ..tQM =J - nEP ENGPEER wme '( �. �� rvx ..r.:�..+..a \ tl. R,+VS cr. wa�i�gµe�5✓R„r�s� .T..�SCWF��-1yY-Y.�z..tiG _ . ... p _ Amy CONSTRI 110N TMPE rouvrscr rnx«s .. 1'. m�Wl Y,tt.,z E�vn�•.rwYFP STRULttXN.EI-baF_=R N r � ...... ..F e..V(•� Ear w' ..�r.4e �erv'^.'r' V, .� — z Fes. aDN.T.H � ..,.•rb a ..w. — J LLN NDERED EAST SIDE VIEW SHEET INDEX Q a -- OUTBOARD DYNAMICS LLC RN n�ECNR 3998 SW 22ND AVENUE, DANIA BEACH, FLORIDA 6 GNL — �a a wni n -- . 9 SEEM ^� v y^ U� van -or - U�8 VAUG 2010 meat�nt ®R�n�k .Phi --- CI LI "l RADIUS-2251.83' S88'35'45"MI 30.84' f$ PINNELL SURVEY,INC. Y ` S.W. 39th STREET DELTA-02'29'20"(D) L2 . - PROFESSIONAL SUPV EY911S AND NA EP ° DELTA=02'29'22"(C) N88'36'41"E 18.17' ARC=97.82'(D) L3 •. ad,N �.re°LpMw�>'iu..o:.s.-P,.xN..w, o ARC-97.84'(C) N88'35'56"E _ .rsgxa.us„¢sa wu C.B.=S0852'32"E(C) 25.00' wTn � '1 .1 I I `. OJECi ADORES w �--___ - _____ DID •«`• I I PR 5:39985.W.22nd AVENUE I en-.. d, a-- - -�M„r.,, •� '. NBe'SS'S6'E NON-PLANK SBAIe'C"r DANIA BEACH FLORIDA 33312 1- I" CERTIFY TO. l"•I.I P � 1 6 PARCEL a 141 �5� a toof I 1 ,��` I ♦„ I LOT Dw""''° I11 `'C r .O' I I LEGAL DESCRIPTION: tI PARCEL 1 P VO .1 ?' I j I E _ 1f� I NORTH 1/2 OF LOT D N. �� CxR >I I 1�, I I " I --J-;� ,-1 _- • ... ,. R 4 -�---_-- $I I :�6::.° �.�.,.a, �.E.s ? 1 s PARCEL 4 :Gt S99'Y556" NON-RADIAL) TOWYN). w.e - - ' If ± i • w,n aa,v.<s,wnrrt�ro M.wi or ue.w •w wow nv NORTH 1/2 OF LOT C '"•,"tl IZ I ,.,,.,, I •�I _•••.vro..m.n..re.«.wmK.wo..,o e.,,..no,o. 88 Y fg i �w I gl RENAR"A a LOT s E I PARCEL 3 SOUTH 1/2 OF LOT C 7A .v. {a� 7", i11 l �_ I g. .I.R R GENERAL NOTES: , 71, Ir u Q l 4P PARCEL 2 ffy� NEST 204'OF EAST 454'OF NORTH I c`°0 'I NOTE: I.. I �•°p :ew` pp >xk L I 82.75'OF SOUTH 257.75'OF TRACT 2, I .vo I "`°"'""°""`�^�"'°""`««�0'1p 0"'^re'°"°• ' CERTIFICATION: % BLOCK 1,SECTION 29 1 J I „u OF"PLAT OF SECTIONS 28 29,31 AND 12•'� i LEGEND: N•y I (P.8.2.PG.32 M-D.C.R.) tr"^:yx'.u; " .. .o°.xon,r,n...wR.ew>..a.en.,,w.S11.:3.�•.°"�.aa..°. see'ww, zw.DD !< .0 PAPtEI'A-OF .s. .nµ•° ' I NN .. • i C 'D.AND Cr PROPERNES' (,.B.111,PG.49 B.C.R.) -—------------ ENCROACHMENT NOTES:s°n " '""' •rt I - -Nn!w 'N4` mPOgixiew�:u'«•e°"i'.o.e'"`wa',r'o•'m..i.w..� ws GRAPHIC SCALE B .1.soo,w..«.m'c°•ae•�s.,e,.•m,.••....x...°w u s«m.ro.,w ro,.�.un.a. � �. —_ P.O.C.s °1�x",al� '..wRr '^^'""'•1p" """^ PIiOJECTNAME:MORAITIS "NO.:18-1491) 1 ffw. �w ... Lli p`� m u.unw lz wu�n, — 4 I r Ir KI v3 nil !b - ,u�.s t9083 1 F(I Q I Y r} L ;ba, Rzo Ecr ra oA m '.�cu ADDRESS NUMBERS DE5GWPTION O SITE�INFORMATION' arm e a Ii LOCATION AND ZONING nmzw,.J I -1 • _ _.--.._____._—.—_ _— _ �F ._ - _ r.la.J,N iFT....a o✓ta,wow.ox:0 / ___ � ",. — rmrrr : �3 tau C ft fw.nw sr + cesw.mn �rcartl 0�+/W i ST 9BUILDING INFORI-14 Is >y Ell W.40aa ftD1 'ft��^' ix.ND 6.�•eaRMr ac�N-�-^�'��mx.9a6tlrw..[wowm, `.1:T, O sg ' 0.i9' - vu e:rtee waevr vena�aavY 2' ... '','KS.i4.7xt av we✓.taewG�wnsemeowe�,woww 1./e r-a.<[l4AVG '. •w(rK6M3oD rt.w VIXnu M12Rn-14+STwT9v5 '� SITE PLAN fta tmw ueakw we K. aoswKo [/�� 5�� 1 -__ �'si w'�iTo¢r��Mn�M Jrvnvoa[m Bu waamveEsl¢�rcM V D•..,C.gtE:�f16•w a'-p' ft`'' IL>�}en.VD - �/-r.K,a,Cn:,r K eucL,Fo,o BBow Ct, cc�r,w,cm+ron v.✓emmwaray.,cry .vo aw�av SETBACK INFORMATION DN,T6 Krhrt u +.�prnrduwcconowq o�V� vu Xdv,xc,.FA i' I ? I p-T•^SBC$2M2 31+.32 I igACT D,OF'RAVENSWOOD HEIGHTS', • F�4 ACCI7RDLNG TO THE PLAT THEREOF,AS j' ,Ij RECORDED IN.eLAT BOOK 31. AT PACE6, THE NORTH ONE-HALF OF TRACT B.OF :.as 4 t 17 1 OF THE PUBLIC-REQORDS OF BROWARD �RAVENSWOOD HEIGHTS",ACCORDING TO •�'" a a``rr I 'I"^' �•4 COUNTY, FLORIDA. THE-QLAT THEREOF,AS RECORDED IN I4 _ PLAT•BQOK 31, AT PACE6.OF THE PUBLIC RECORDS OF BROWARD COUNTY Y N ,j, • 61 q I '." THE NORTH ONE-HALF OF TRACT C, OF y I "RAVENSWOOD HEIGHTS". ACCORDING TO — — �— * ...-... ,r..,.� — — Q THE PLAT THEREOF, AS RECORDED IN O PLAT BOOK 31, AT PACE6, OF THE JF PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA_ — - — • Jd I _I THE SOUTH ONE-HALF OF TRACT C. {� t - I OF"RAVENSWOOD HEIGHTS", I S F ,'�";p,.-� �• ]ACCORDING TO THE PLAT THEREOF.AS RECORDED IN PLAT BOOK 31.AT '• /'+'•� - •,#./"" PACE6, OF THE PUBLIC RECORDS OF O BROWARD COUNTY FLORIDA. 1 /�/� • 1, WEST 204'OF EAST 454'OF NORTH yam^ ay I 82J5'OF SOUTH 257.75'OF LOT 2, � OF`PLAT OFLOC SECTIONSECTION 28, 292931 AND 32 > m (P.B. 2.PG.32 M-D.C.R.) -�l Jre}e PLAT 1 OF 2 PARCEL LEGAL DESCRIPTIONS nVtES a D t SEE SHEET 50.3 FOC R.aT�pF2 1 1NE SLdECT R:OPETY 6GUraENRY w n[E cfUCE55OF CEW°E0.l.TTEP. �-- - .vmcw.i t>E°Ecance°vacz+ro TNe rru<ree oc evanar,oEnnrt. .... Ply w..a rte�c '-- vo.eanve — h a'8 U x. FPONT WEST SIDE REAR EAST SIDE c ecc,E va an,e.aE rwwxu LT__ C. ..`'°.cruc°"`naso�ycmc:�ce s •� ... 3! 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P ]Ts.�ir,� fr,&d.4r d�,:�y!- d r<n,�., fl./a/993�rxr nay' 4•�� y T.bge.�_•eero.»'sti 3ficd. � ..�4. 'n° NO t .. y A Fri 1 e•. n l0u47-IO N S16eMM 7hie,Wo/—,p —'a dru'e*C PLAT 2�OF 2 � NOTE9 �E�f-ET SP->FON TJ.Tt OFy Q trOOPrt V thdnea,GA XJl9 TIE SIJ6JEGf�OERiY ISGURIrtNM1Y W T+E OGE55OF B:PrC REgATTLO SP�- �N.DNKL PE RFCQ'AFO:qR TO 11¢165L'NJCE OF BIJLOYJf i£W'!�. 4 � .. r•a� x3 v. .Js.a.r •. r, L .k . ADJAC=NT dl UA ` -4 IM E I U T F r r� k4 „f - - - -- 01 i ADJAGENGY INFORNIAMOI — �aa ACUACENIT p3 4''G� �.,� ,.'. _ __ ^ tG •�j y� 7�. i _ t7:' ti _ ADJACENT p1 �-- ?• _ f PUS US°. TONE STORY r . AD.AAGENT n2 , IRUBE ROIM-AA STC E a°A ONE STORY n AD._WCENT#3 ��^ ` �! ;i•' f .. �_ _ .. ?•.. Fl-OSSIES 6AR AND GRILL i FF AA 1•' '_ >• �^1 7 i"Y7C7-u( '- •.. 'Y i1. . rTWO STORY L. • I A POJAGENT«5 1•{; DIAGENT 44 Y o= i , , _ ' UMT MARINE i ONE STORY j _I ADJACENT\' AIRPORT COMMERCE PARK L N '. x•,r t , - ONE STORY _ .O _ O�6 NOTE: THIS MAP 15 CREATED USNG A SGn AERIAL K40E.THE NS ARE AN _•. .::r .'I ADJACENT#5 i a.- ADIACENT t{5 _ y ,s.3,a9y •,'"''fir.. DAPPROXIMATE SITE AERIAL IMAGE PA]Od MORAITIS ONE PLAT BOOK______PAGE $HEEi 1 Of 2 A REPLAY OF A PORTION OF LOT 2,BLOCK 1,SECTION 29 OF"PLAT OF SECTIONS 28,29,31 AND 32% PLAT BOOK 2,PAGE 32 MIAMI-DADE COUNTY RECORDS AND ALSO TRACTS C.D AND THE NORTH 1/2 OF TRACT B OF"RAVENSWOOD HEIGHTS',PLAT BOOK 31.PAGE 6 BROWARD COUNTY RECORDS.LYING WITHIN SECTION 29,TOWNSHIP 50 SOUTH,RANGE 42 EAST,CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. VICINITY MAP: cmaws RXD(sw xp srl - 3 1 LEGAL DESCRIP-TION: g 'y, BROWARD COUNTY DEPARTMENT OF P— Am V. PLANNING AND ENVIRONMENTAL PROTECTION: PE M III R Lot B I flAVf,IsrvoD NLLN,T PER S R[CoaOfO w OmLAr BOW d,,vcA s m KI[Fv+EO FOn P.—MIS _DRI OFB[Lx•oPRpEpm•xD ME xm c III PROS ¢w]OwARo cmw n,RdnoA L[5T um[E¢v+A e +w, AS asr'msv As roLLpns env c¢wu m M rvmMFwTI I/�¢QCAm 29,,OxxSw'I 30 SONP. S w. MFHCE�sovG ME CATI IPR:Q su0 Yc1wx Ilmm oI]e'M'wise I]]))r 1: ORECrm/p PLE T+Ex�F50UMEBB'JS'RS'ass,Ma FEE,to FLY xmMEAR,=A m SIP.IS,B ANO ME—1 ¢BEGRA.P.MENCE IS.ME..M NA'OF SW—TN.M 8433'•S MST..III FEET 10 ME uY ASSM'P11 xA..O A RAO..OF] 1.n)—1..Mp¢rROu A 1-1 o WYR!lW FO tME E.OFF�suD cDar¢:�i,P r•[EAsr 16.1,xrtEt+o .00 BROWARD COUNTY PLANNING COUNCIL: PA EAll IX LIFE OR L. to n, p¢ALmc SAO EA51 LOSE xmM mZNM�swESr SAP-.ME IS K FOSFL IM BRDRRWD COURrr PLA MRwL CWnpL MOR ICT —i OEDYAnmTMOF D tNR fm"ArC.•AK X,R]0—w• ME REST X.FEET m ME EASI 134 no Or MR Amw Bi,s Far OF ME SOOM, 5 1EET OF 11 i.a a.r m Qcnws:e.IS.11.•xD)],awc.,QcnW:s,+mwn,av Te saD RAWE A]E•Zt,KcmOARS I.n[NAI 1xfREm.R[Cm¢o w vLAT BOOR],AT PAL[lt.m ME BY: MEPE ep.A wuP-DAa cauxrr ROSnu REQRxRc w —.r-R ME RETT]5 fSE, DEDICATION: BROWARD COUNTY FINANCE AND ADMINISTRATIVE uL•ReEnspx Rcn,-¢-w.v:sup ux.s olu•rt.Lnxc A..azmc w SPORARO pawn, SERVICES DEPARTMENT COUNTY RECORDS FLOSS: SAFE oarlOSm• ss FORS.v�x Rr 1 Pa�rS: DIV610N-MINUTES SECTION: v-1 mK 1A1 C.1.1 RM ME P AS.S¢ CIPPALLIIL¢Ix ME•PPROVK OF ME�UxAK Cpunry PAR¢L Y M FEW.Axp RPS CWSEO SAD LnMs m BE An SPpwlwwOARD�IWO IS R R IF,,FORPOA SI•NRS w0 wAS.—R.1.aFCORp By MI E ASO'.s OIM Ax015 D AID ME C OF R•v[x)a0A«[ 7%KCORMIS 10 ME NAT MIALIF. own xIWF..SAD RA,lO RE RRomI ASLYmunnE—.A REPLAY.AL OAM OF fAuxrY c�UEnS... OF ER_.caxM,RmFJA. AC¢Pn0 fOR RECMO M 011 m _ RCCOPOEO iu qAt BOW JI,rPACE f,OF ME R@ II.—OF—AARP LO✓NY,flOnDw.'B s ARE wElt[Ht REQRISO FOR ME RS,At:.t Aw2wwx2 MR_OAY K ]O_ c'RIIPE�AaPPORAL RO«+m"I IS xE¢Rv OEtlXmO tO y¢�mnws Cw]xtt ADURATrAIm PARCCL a: ME POB.i La I—S. AIIESI,a0¢R Bv: A(FWRiSTRAIa OR Of4cxfE RAATMMOD MNPIR.A[cmOWG 10 M PEAT 1NENm.As .1. O mEQ PREZ[xt2 RECOaO[0 w gA+KDaRm)i.,PA.A W ME RIHNC RECmOS¢BROWVIO 1-11 FORS., ,O B[SRPID MIS-1 ff T S]O_ Br: Br: v,W¢t k "Mc— pfPUM1 E....CWNtt_ARS9Tw -Ts.K PAP c M Mf PUT Mums,•s Rf—wand Ram J, BADE 6,of ME—A.0-Or.14 RMO—1.FLORM, t)9Lx[p IRORS,O.umNPT CITY PP.LANNING AND ZONING BOARD: BROWARD COUNTY FINANCE AND ADMINISTRATIVE ME Pun«xc IRS tWwp eoArtD OF SEAFF PRx,xwf SERVICES DEPARTMENT COUNTY RECORDS ,s weam'ED AW-EFFE.Mn pVISION-RECORDING SECTION: nwr Fm n¢caDAMS_XY ]7 wr m5 aAr xns�LEp FOR REcmD a YOx_p _Wf m M .30—1. -PR 0.A+ SURVEYOR CERTIFICATION: wa_ Rf A,A —.PEcwro rcRF�Ep. eY: FEARS,—M LNAT na A,—.—F•IRz wD mRREcr PAw+xAUE AtIES,:Rau J.aSs,RLAK.L Pl A.—I.P. Cx•pPEPSW REP.—IA—IN M—1 PEAR,Tm._,—PEO Axp aA++(D UKIER uY RFSe0x5IXE PWCCPOP WmSP.Out ME TUNS+DA1A PLPFFSAapxx cSARIPEs,u,u L.me A�LRIu LER..ORS OF OFn��vrrn]i,-w+,' ACKNOWLEDGEMENT: B„ BErprr CITY COMMISSION: ROUX AO,Aw4I=[a[.PURSVAll TO QCIWx A]].021.F—A S+AMMS. MIXxRD id COUPLY m+x THE BROwNp caPT Lwp aw.mA¢x,[pOF CeAI[pfIXRe IX� 95 I n[RfBY¢Rnfv.M � +O[ERPll MAT MIS III Of'..RUNS MR-R•5 PER,uRExi RE _EE umUVC'+S pR.u'T)rtQ QI w KCmOAxCL w0M tAM APo PERSOLAL AwuR1.TB[rm[L 111 APPROxYD AxD ACtfn lm Br m...1A wI OF S.�ERAFIES I 1 Ms—DAY a .:—. sw•x+c.uq]unT ro FOE.ELL R+..x BROWARD COUNTY ENGINEERING DIVISION: ¢AC.R p max. rorzD (P.C.P.'S))ILL ff 5Ei"MAI WR:(l1)rNE RPS 1. ME PCRSm UE—I.ED um—'EECU+m RE IPRIO L wsrNVuO,r, mus ps+0 C�Unir M•i nPT RL•r nA ¢x AvpgsD� RESOwfgH MmOUL,F Mrs vur KK M Dirt msR umctD BEFa¢FOE x•.C6W�R Yo T PREELI A 0 •R rz0 R M ARES SP OR vvRpAsul—I,wsWwO COxZMucxa+aF ME NF__SuewwsiDx ,¢UN-1 FOR TES ADD PURPOSES ME REP. s . AOCE EO ACcmO rws_Wr m M5 Rw ¢SAro Orr w0•u PRMw L.Ap.RE cu.cBxp.w s)mEn¢DfB. ,NEn w+FAA.Axp Qa MK_OA,m 20— Bw BY. 1w),wY a R x NR P Al+[T,. OA+E Z+A2 m FLmW�•I URCf WnS SInM YOR DPEEr9P ER POPAL RWL CIT,[LERI PS¢YTSmAL SURKVa PEmIOA TRAR.A. ERWA£ER Ym A uApP[R AS, ED�RR L��^5 RCOS1RAnOM x0 li LxxxQ xn Z,D�i v[S+Ar[m FLORroA +a AVPxerfD. C� Cuu CWxtt[PG,LFA ,Y Pu+iW YOa PINNELL SURVEY,INC. PROCfiSSCOxrL siRV EYDPS AND NAPPEBS wEar,aLfieolm K RavwNlRal�PI+OIE:L19sf1YA! O�n+� w 000-MP-19 MORAITIS ONE PLAT BOOK ___—_PAGE SHEET 2 OE 2 Ci L1 A REPLAT OF A PORTION OF LOT 2,BLOCK I,SECTION 29 OF'PLAT OF SECTIONS 28.29.31 AND 32', RADIUS>a2251.8S S88'35.45"W 30.84• PLAT BOOK 2,PAGE 32 MIAMI-DADE COUNTY RECORDS AND ALSO TRACTS C.D AND THE NORTH 1/2 OF DELTA=02-29'20"(D) L2 TRACT 8 OF"RAVENSWOOD HEIGHTS-,PLAT BOOK 31.PAGE B BROWARD COUNTY RECORDS,LYING WTHN DELTA=02-29-22-(C) SECTION 29.TOWNSHIP 50 SOUTH,RANGE 42 EAST,CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. 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I Lx3 (P.B.I]I.PC.TIS 6CA) tl A II 'PUr O SC BpnS D(Y SI EII R YIE..Mi5 PUl S.0I THE BR BAR 5[CIRST ry O.L(, Q E I L'� YELON[ul ARDS 1.AQ NIA.R IK gimYRO COPLtt LMD USE PLAN. a5'RMNt p WAY 3',IILIrr EASF HIS j s EIy/ (P9�z.P]OI.J: KOMDWC HAI•pp5 t0 AR x•YSAINW. � gGKD BY IIWS KAl I DEOICAlEO BY MS PLAT ,•� ;0p9 9WK iFFT) RAI J 1�/1 IAKH)f•,I ITS,KRWt,M A EBAA—s)WA-1(Ex¢ugx0 AxY DRv ?�� Wlis .ET—1..1 Arq COxSRMIWN a'n—•HO rTRSi WSKCRCx•PPRDVAL MF — u0i tlI HIE ____AL--THpf ME S SHALL Flx01H0 OF•C[WACY iR SHALL S%WK AxD w Aogiron•L I]uLoAO PrRYns SHALL BE IssLAo wTx sucH 3R a.ao 588'35'SB'W 179.00' 1 THE eRawARO c ACI SHAM nYLE A sues<mENr MONO IxAr,K AWExAIIIa+ fEppOy Qy sAnsrD:s I AO TW RTHE—is SE I rOR O RTY Y aRoENT THE C[HALL BE r CWE.,x[OMRfR Or THE PaOPFRTY IO WVYIABBn C°i THE OnxFR vlAu BE KSPO»gBIE rw PROWgxc EWKxcE auNTY rRou fAp 7 BE EREIMT K COVFR ABOYE EFXA COCUKNFBA EDYPLIANCF PSM Mi5 KdAREUENI WIMW M ABOW:aCTCKIItEO CUE MAYE:AxD/OR �1� PMCEL"A•M �_ EAsI LIME Of u SUnpV I0, IRKDI i CO.THINOx Of EHLES HT nATER BEE.KMB LMS,ro•WAGL•M rK -�-,s 'p. D C.MMMKS" i SnP 50 SWM, RODL A.FCR I___ RO H NAN x0T BEER SUBS,MMLLY SHALL E By C� (.B II,PO.19 flCA.t ox SE CCRx[R BAwR:Bi EAST t0__-1HEN 1K HALL BE -o Or•DE E. .BRETHARE AM 3" D'BLOGx I tq YO L WHCWO PEAbTS STALL K ISTHAT..I` RAE•s BROWMO 'RAI K SFCIIq+S I COuxtY SHALL uAY[•SUBS[q.T FlMWC i1 THE APPLE•ROn SAnsRES EK '1 ' A aq]I AMD SE• I AOlOUACY KOEB 0I xrs YY iCAM I I M[NIO F THE —R LYtl KEELCPUFnT CODE.nTE Ov1.Cs PRE...CR rK•CENT Of THE CxTIFR SHILL X WISH-A.f0a PROIHIA M 1, O BRO'1-CgWtt TTOIT IHE K—ENT WHRxTHE rBL ENBIY,°O.0o THAE BAHAE. E MM MS —. nE ABOH KfERFHC[D BY[iRAYL ----._._._. A�.p° IR-S "PLAT Of SECCMS I . ]A]9,P]E MD]Y a m PINNELL SURVEY,INC wnYFerYLupaaollouEDMo.WurE] P.O.C. c TI P PO(SSONLC Rlryom AND N—CRS GRAPHIC SCALE TlaTHw 19.1 I 11 li PIIWE�ugcEYrxA9FCOx EeLe s YY.irT rWxo g1AS5 DISC SE I PED LSApj9 BA x ;A. T.1 H. W ASPHµi .cRSRooD Ro�°mo's�xu.s-c'MIBai 000-MP-19 ------- -----,---- ----- - --$�-1- �1 - Imo• '-------- ---- -{ - _ M1 I I BUILDING 1 I I i I zp 4 5 5 ON m� OQ e BUILDING 1 FLOOR PLAN31 g rtaep =._ �T/ ily-'-- L ll♦ W III L- I 11i Qp; I BUIL ING 2 IJ I'F s "" L`F I I I,I I I t I'I � q V I'I II I 0-F I I I I I irl L •-° fII l I,I , I:II I i'I I II D e BUILDING 2 FLOOR PLAN Ra4rt V�uk Mcli+ecr,°A XT3 C I I I n I m I � v LI p I Z� I }�I o I I d A iol - ------..___----I__ ! - ----..----_-_------_ __---T-- --------_-_-_- .---- - TJ I r , I I ,.�BUILDINGL�3 I I -1--- I a; - ---�- -- o-- - -� - Von 0 oA I BUILDING 3 FLOOR PLAN Ov A2 SCALE 3/16'r t'iT 0 0 ❑ ° ❑, a N LUL It ;� q Y ----. ros� J ' E]- J BUILDING 1 EAST ELEVATION BUILDING 1 SOUTH ELEVATION A3 c.+Gf�3/16'�t'-0' " A-0 gCpA.E:3/t6�t'-0' QZ4 ia.vMrO..Y (�]]Z7❑�t]mtlr C O O O O — -- o� �01 . I .o may o 17 2 BUILDING 1 WEST ELEVATION BUILDING 1 NORTH ELEVATION — o q�.a�vAvuc%W*. Qa +I It a crr6 cmonn y.o. a: _ N n ELEVAMON KEYNOTES kELEV�A71C�)NKEYNOTES DBUILDING 1 SECTION BBUILDING 1 SECTIONw.•Gn�eLi.H�W,.Sfi.ENMRZMW.._ 1 cO eMcoc0.Wu ❑n ' w..Ax+Maws/+c,RlEmD6R.+ Cm/�WDV,�wt j� Q am.0 ve«mwn Illulll ❑5 IateffieOn4.l¢Cc91/CiF ®Rdan Vct NdNecr.PA Xn9 O �3 I EikiE o -- ------ -� �1------c3 - ---- ---- --- -- ------- -A-- -------- O L O O � ID Orr�ml S o SS [] N m .n ao 1 BUILDING 2 EAST ELEVATIONS BUILDING 2 SOUTH ELEVATION a c� `"'��P�7 6G11E3/t6'-t•-0' "`P4/ BCPLE:3/16'�t'-0• SCm w..wea w�vn..'u"n nnna�ex�Y S i F r T(, O S 0 S O S IMMM DAk Fi BUILDING 2 WEST ELEVATION 4 BUILDING 2 NORTH ELEVATION - A4/ 6CALE:3/16' t'-0' " A-0 6CPLE:3/16' t'-0' �.no�fY Q , i 41 ��ry BUILDING 2 SECTION ELLEVATON KEYNOTES ELEVATON KEYNOTES -0. e BUILDING 2 SECTIDN o,o P-4 SCPLE3/t6•�t'{y A4 SCALE.S/t 6'-1'-0' cs'XRMo� L o. S r Q = 0 0 0 0 0 _ - ELEVATION KEYNOTES E..EVA IO:\,KEYNOTES Or�i .awaven 3° 1e BUILDING 3 SOUTH ELEVATION } ❑Q 5� IL - -- -----o-------o- - -------- on 0� O - rail G a.:§ �e BUILDING 3 NORTH ELEVATION 0°R N� F L L 0�8 L e BUILOING 3 SECTION ns 6CwrF3/'16'�t'-0' D ,- -r � O O O o ua LAP .71 fp 0 Q I � 'I BUILDING 3 EAST ELEVATION a AB bra F3/t6'�t'-0' �a - -- --- ---- - ----.. r o� �o aka �2 BUILDING 3 WEST ELEVATION u„ �V��M6�7 SCALE3/t6'�t'-0' 43.-+ Lw, Ol g - - _M$ 0 8 i .ntn �B BUILDING 3 SECTION _ I ��crti s�Eyrrm el `r yc i __... -� k� Y.'6L3I1� d -5j T t'� M`• Yh` S�;F'A..p:' - ice,. �' " � '`r`�v ``� .. �� _`"'�•� '� , R p ' �k�� Y�?r.4'L�P' S."'F o• 4 c..�• �'.,a � r G•' f. WY O-• OUTBOARD DYNAMICS 3998 SW 22ND AVENUE DANIA BEACH, FLORIDA WWS PROJECT NO. C I THE PUBLIC ROADWAY INDICATED IN THESE PUN$ HAS BUN DESIGNED INCC ACCORDANCE WITH THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, G C041TRUC7IRN AND MAINTENANCE FOR STREETS AND O5 HIGHWAYS-STATE OF FLORIDA. 3 d 84 — SL°L°R� ° L CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH WATER AND WASTEWATER SERVICES MINIMUM DESIGN AND x CONSTRUCTION STANDARDS.PLANTS ARE IN ACCORDANCE WITH INDEX OF SHEETS Q WWS MINIMUM DRAWING REQUIREMENTS DATED JANUARY 2013 SHEET NO, SHEET TITLE L THE VERTICAL DATUM USED FOR THESE DRAWINGS WAS NAVDBB T GOVER SHEET < 95 WINS APPROVAL OF THIS SET OF DRAWINGS IS RELIANT UPON Co., Rd. THE DRAWINGS CLEARLY SNOWING ALL EXISTING AND PROPOSED 2 EXISTING CONDITIONS AND DEMOLITION PLAN ABOVE GROUND STRUCTURES,ASPHALT,PAVING,LANDSCAPING, 3 PAYING AND DRAINAGE PUN WALLS.FENCES,UNDERGROUND PINING.UNDERGROUND SW 381N SI "INCH STRUCTURES,DUCT BANKS,TRANSFORMERS,POLES,STORM A WATER AND SEWER PLAN �^ MXA1eN WATER STORAGE AREAS,PAVERS.ELECTRIC CABLE.AND OTHER S BEST MANAGEMENT PRACTICES DETAILS g UTILITY FACILITIES WITHIN RIGHTS OF WAY AND EXISTING AND 6 PAVING AND DRAINAGE DETAILS E PROPOSED POTABLE WATER/RECUIMED wATER/WASTEWATER TJ USEMENIS.WYS HEREBY AUTHORIZES ONLY THE ITEMS SHOWN I WATER AND SEWER DETAILS € ON THESE DRAWINGS TO HE WITHIN SAID POTABLE TA WATER AND SEWER DETAILS W WATER/RECMED WATER/WASTEWATER EASEMENTS. B SIGNAGE AND PAVEMENT"IRKING PLAN 9 NOTES k SPECIFICATIONS Gril6n RGod 10 LIFT STATION PUNS AND OE1AL5 SEC 29, TWP 50, RING 42 LOCATION SKETCH PREPARED FOR Robert Vick, Architect PA HALEY ENGINEERING, INC. CIVIL ENGINEERING SERVICES. 1680 SE 4th Street - Deerfield Beach, Fla. 33441 Approved :---------------Date:__ Phone: (954) 250-6194 John J. Holey. P.E. Email; johnjholey®comcast.net Registered Engineer No. 40023 F.B.P.E. Authorization No. 9463 State of Florida PROJECT NO. :18-2489 S.W. 39Lh STREET Ct L, wrtr. nwr«easrvw sau a,.,n.wa I.w A,—..0 RADIUS=2251,0J' S8895'IS'W 30,Be' ^ ••• [•so•c a.a•[v+• \ DELiA.D229'20'(D) L2 LOf A DELiA+O)'29'I2-(Cj R88-JB'WE 18.17' I `I v••A r M1v v.wu.l �rearo¢o nc,cv,vw.w ARG9782'(D) LJ <wa -w-35'ScE e[eu,om :. '•'�'. ,. r.,ry,(,, '.-°fir` w„ti• c.e.=sD0'Sx']YE(c) ?ADD' 01`Y• _ -- �• —"✓ Coen ———� 88_}5'S6' NCN-RADIAL) ss_'I5_' , can smwx \ \ PARCEL 5 r lY�� -'\ r: > .4µ b -J qQ xp» I -\.LOT❑ , 4 , R'39A$ i� 10 I aKu�o[awaven�,[..n.+e ar,sm«m,. PARCEL 1 d: I �,w NORTH 1 e $6 his` "� I2 OF LOT W Y----G L 'p_;�� = .-1 �I a .e.e.a, ------------ ---- 1 e= PARCEL a •a I�< �I {s�'� NORTH 112 OF LOT C 2. • C n I" I.w.w M�k'��2x � i �. aw PARCEL 3 19aI REMN4DER a LOT a -�- I 'I �' I o n "a+E• ^tea ew»r,uN ww u�[x®,.b i , I� SOUTH 112 OF LOT C ez VVVnnn...aav�� i i I rp� I .s*ny 84 +1 PARCEL 2 ppR fLw I w 4�, red I s'_`5 WES1 204'OF EAST 454'OF NORTH NIB „•, 82.75'OF SOUTH 257.75'OF TRACT 2, vRe i A�$ ( BLOCK I,SECTION 29 yy 13r I OF 'PLAT OF SECTIDNS 28,29, 31 AND 32" I i (P.D.2,PG. 32 M-D.C.P. wVTi<( \,'� SB8'Ji56'W 20a.0U' a 4n PARCEL W OF -O.-0 C PROPERTIES- u, •' i (PA"'.PC 49 BGR.) --- ------ ---'---"---i------- - urvey-lF�f-orii56tl�provided by Pinnell Surveying,Inc, " HALEY ENGINEERING,INC. APPROVED: PRaECT F�l '9a CIVIL ENGINEERING SERVICES. OUTBOARD DYNAMICS SCALE NUMBEA iNq SE NA 54sq-peMlele Dean h.SJIcI 3998 SW 22ND AVENUE EXISTING CONDf110N5 AND DATE: Pow,.:(95A).....9. DANIA BEACH,FLORIDA DEMOLMON PLAN n.< a -I EmoiI;IwwNw62acomcaa[.ael JOHN J.HALEY,P.E. LNO. DATE REVISION BY F.B.P E� ANAo+izatbn Na.9463 REGISTERED ENGINEER NO.40023 I'.20• 19-2J89 IO STATE OF FLORIDA ,M-1 e E— to —� —— —— \ .—— — ", - ',�'° ,..,BUllleq Nal .»s.•...."� •� It 11 I � I ., I! I77-1 o,wu�r.ww.:ru.sm«m. r- .a O 1 r. A e. I I ' m ---- --_— --- ® —_ „ate 'f�^M \ e�Ta F� r—Y wu�-r u'1� j �• �� iGO�Dp,A -•s wove r x:. av IF EL D]0 ,o �i `° +L•—� ,— �-��, D I D w 1 SuC TION G-C I v P I1 I t ''1 I serm°w°•ns.».. ,Fe e.m°a.wm.r,,.ewer° 1 a I I µE`C710N F-F I .r.e. ,�uw «' .:»..:a .rn rroc me --,�—•• e,wmn a,e s««°..wa^v.coa s«"s,.w.a,roc CB1m W •e_ :Jis - ..:u:..,se^,u wws,os«^,o son,.. S C TION A-A ,• rw., �" �` R» .,w»ca,varw SECTION C-C ©W,m, ws..w:o,m S,CTfs ,aN R Q SECTION D-D TCCTION E-E HALEY ENGINEERING,INC. APPROVED: FRaEcr CIVIL ENGINEERING SERVICES. OUTBOARD DYNAMICS 5G1'E NUNDER �'0'^ 16eD SE,N Slr•,1-DeorMU B,x^.ilc.]JNI 3998 SW 22ND AVENUE PAVING AND DRAINAGE PLAN DATE: FN^r:(95°)Y80-619. DANIA BEACH,FLORIDA -JOr+N J,iiclEr,P.E. �a<aa NO. DATE REVISION 8Y es c wA�� wsts^°I REGISTERED ENGINEER NO.40023 iO uw+:c s.9,e) STATE OF FLORIDA 0 18-2489 ... r :a- — — —_��' ——_.� ___—_ �;G�3—'—� o'�r, '�-_——__,�'-.,_.-�Iis �or017— 0 OEM- m a f I ir < v �� f a w II b I ��\lrtryJ 19�- H 1 Iu I In s / wnsfmama asranna �o" e zr- Fa �.• i µ j I i c- s I— la.„s i - — I i HALEY ENGINEERING,INC. APPROVED: ° CML ENGINEERING SERVICES. OUTBOARD DYNAMICS SGLE Nui�s3ER .0 s,,.w-—.1.I—N-vur 3998 SW 22ND AVENUE WATER ER AND SEWER PLAN C I'A I •'I"•f 260-81• DANIA BEACH,FLORIDA N .FLEI,u P.E. aeyB<am<od REGISTERED ENGINEER NO.4DD23 OO NO. DATE REVISION By T.B.F.E. .W STATE OF FLOMi I• 20 182469 tN r:�i nw O _�4 —b�-� IW-nIFsJwC rc� y PARTIAL IN'_Ei WA—TL INIFT DITCH 801TDN IN,FT PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ow.,o ms�ucrrN ® t FIGURE 6 — J gTa ED SILK BARRIER OR SILT FENCE III yw PROTECTION AROUND DITCH BOTTOM U4T4 FIGURE 7 III SOD ALONG CURS J ouwc[wn xw, M1D ARO�ET ,•:c FIGURE 9 r,.�,„,„, L BEST MANAGEMENT T PRACTICES PLAN sma«uuN Owi ar msd m w [ �e i.» U TEMPORARY * „• ::•:w: _ SEDIMENT SUMS, ""'""'�•• (ONLY W NEEDED) FIGURE 10 ,E»:.. ,,..,...•. .-r":ry"" .....»...n•,..,.,. .,�_" �'•�EVATIQN: ... u�sR33e1M`.,r. n .m.uw�..•L."`''�w _� ,�n� MW+a we. e�'� •n.uw [ +�wnu�iw.n.•.»N•.'iW TYPICAL, 1C•6.^3'L'Y "^�.7aY a'.RS. «6 uni�.•�7ein... FIGURE 2 IZ w.Ei RtEx E'(iYL LIT I—E w574tAtbx 0[T[AL O O.b uvi e�.1« HALEY ENGINEERING,INC. OUTBOARD DYNAMICS APPROVED: sc,uE PRO,IEc1 CIVIL ENGINEERING SERVICES. NUM�R J oN—I e.wn RA.sr,I 3998 SW 22ND AVENUE BEST MANAGEMENT DATE: P I—)� DANIA BEACH,FLORIDA PRACTICES DETAILS JONN J.HALEY.P.E. a.m.e IN_ e'm[TrIP�x�"m[ 946 REGISTERED ENGINEER NO.40023 NO. DATE REVISION BY ...c "No.uaeT IO STALE OF FlARIOA .iS iB-2489 m-n all K,HL A-- A SIEFLI-E Ywlo."M— —L—L POLLUTION RETARDANT BAFFLE (OPTION) PRECAST INLET TYPE-C- (OPTION) H.0 PARKING SIGN RW T' T4 7 =6 HANDICAP PARKING INTEGRAL SIDEWALK AND CURB DETAIL DETAIL DETAIL I 171=11.1" CROSSWALK"DMS& C WtGURAIION VMY:MUST !'Z'MT— CONFORM TO FOOT INDEX NO 304, E OF DOME PATTERN SMALL BE IN-LINE DDOE ETECTABLE 2 2 MIll DIRECTION Of TRAVEL WARNING `SEE DETAIL) DOME IE— PIPE INSTALLATION DETAIL WTECRAL DOME 0 'c�40 To 0 C) TYPE "D" CONC CURB PRECAST CATCH BASIN AND MANHOLE 0 0 0 All VARY MUST TO 'NO"AD"OT or TRUNCATED DOME 0 0 0 0 PLAN VIEW AU.SIDEWAIX CURB RAMPS SHALL HAVE-II.TA—WARNING SU.I-IS-AT--N.TIE FULL MTH OF THE RAMP&IN ME DIRECTION OF TRAVEL.24-(610 MM)FROM ME aA"OF CURB. Frs ....................... AL .............. PLAN CURB RAMP DETECTABLE WARNING As- 7.0 uav SIDEWALK JOINTS PAVING DETAIL EXFILTRATION TRENCH DETAIL I( NEW SIDEWALK[CONSTRUCTION` WHFFLsTC`P ALEY ENGINEERING,INC. APPROVED: CIVIL ENGINEERING SERVICES. OUTBOARD DYNANCS SCALE NUMBER th Slut-N.—B.—F..33441 3998 BIN 22ND AVENUE PAVING AND LS I—)M-61" DANLA BEACH,FLORIDA DRAINAGE DETAILS U.J.HAI-EY,P.E. REGISTERED ENGINEER NO,40023 6 NO. DATE REVISION j- FB.— 9463—1 STATE OF FLORIDA F-7 &TOWARD CWNIY—��es RflOWAAO COIWiY••� BROWAAD CWN1Y� BROWARD COL4RY•.iw...w...n STANDARD DETAIL .gar "^w STANDARD DETAIL STANDARD DETAIL -� '= STANDARD DETAIL lei 11 71 8&'s awwr.,ee.w usEDss:oo0:0 I_Ij jt°i Ijl{{ i p'i @ f a wt �1 d Ll i• t;� 0�� unmw,.. 9R 5 � F pcc, fit as � d un 283 Z owa xza FKNIi� aww� FIGURE owowse Fb aro w.wc FIGURE UTILITY LOCATES 101 a;,r, WATER MAIN SEPARATION 105 STANDARD UTILITY CROSSING 106 SPECIAL UTILITY CROSSING 107 unm. STANDARD DETAIL �"�® �` '�x STANDARD DETAIL �.PDO = STANDARD DETAIL STANDARD DETAIL �—� -- STRAIGHT REDUCER xowaaBlkrt Rml� a.rsi+Ir nw� aY awma ,Y i1 i.�mrN�� '-.—.A � � � ,.n[ v � ow , . H _ y Y• e'. rem Rrl nev , _ _ ocl a NWrC.ac[ —ra rw RFCTQ!R1ED REDUCING FITTING GNGIF FIT"iu[RFSTRnNED.IdNI , I5p PSI iiSl PRESSURE vww ,5D PSi iECi PRESSURE ' ^� RESTRAINED JOINT FIGURE � , REQUIREMENTS SINGLE FITTING °N'°'A'"' RESTRAINED JOINT FIGURE oaoN�.,e VALVE COLLAR FIGURE d1x"' FIGURE ^ 109 REQUIREMENTS REDUSING FITTINGS 112 IDENTIFICATION MARKER 121 VALVE BOX DETAIL 123 HALEY ENGINEERING,INC. APPROVED: O O CIVIL ENGINEERING SERVICES. OUTBOARD DYNAMICS !oW sE au so-ra 3998 SW 22ND AVENUE WATER AND SEWER DATE. PMer:(85l)Tao-019a DANIA BEACH,FLORIDA DETAILS JOHN J.HAUEY,P.E. <n«wa Emc�l:ynjnWye.anssw,wl REGISTERED ENGINEER NO.40023 IO NO. DATE REVISION BY E.Bn.0 Aw�w�vea xo.sacs STATE OF fLOR10A O kf-2489 BROWAFD COWl,Y reJS'-�..7.e RROWAFD COUNY, w..� &lOWAfb--COUNTY-_m+o w... BRDM/ARD WIMT'!-,�5 STANDARD DETAIL � � STANDARD DETAIL STANDARD DETAIL � � STANDARD DETAIL — __ _ _ aa..Pi luuimcp a wK,ia..i .an.a P Cav"..rPl � 1Ywe=�8.;;J� arwa smut�a �n.m,pia) � P1dN IMsacxtP� mrx i a.•w.elan«ate w wan[s nmr-.�'w+.uW +C��(f•� �n� ri[sw.6s[wrt ra—. �. ri J Jm �m I�s•N,m.l .. � r r vu,earsin.. .0 _ i M�si�� • u�wiID a - 1'amm.wermi SCC➢OLI e.m.siPG� Ix+mu.m) x.a c P wo.mP.w.m a rm.wca >.m.mx xus wix m am.viwam,z ao na.•mans. HO TYPICAL CONNECTION TO FIGURE . FIGURE RESTORATION OF ROADWAY CUT FIGIAiE FIGURE EXISTING MAIN TYPICAL TRENCH BACKFILL o FOR TYPICAL SECTION THROUGH SwALE 131 180 PERPENDICULAR CULAR UTL iY INSTALLATION 183 192 BROWAFD CWNTY•rs•'•••,••s•,-,.0 FYpWA)ID G1'NWfY-�"�,'" 610WARD CdAfIY a�w .+moo BFIOWAFID COUNTYM �� STANDARD DETAIL ...� �� STANDARD DETAIL ,. STANDARD DETAIL '""-"= STANDARD DETAIL - -. ' I 4j, 7—Z r=Z.— Ln:- =r P..�nmm� maaa•.,max�a.,,ao.,><,w .>o.m� a�,a.a.ma��.,..�.....,..,.. P.�,�m� ��.,in� TAPPING SLEEVE AND RIGURE WATER METER INSTALLATION FIGURE TYPE) FRGURE VALVE INSTALLATION FOR 1�'OR 2'METERS �NSTALLATKNJ � PRNATE FIRE PROTECTION 196 228 aim. 231 wm. 4',N'AND DIAMETER CONNECTION 235 HALEY ENGINEERING,INC. APPROVED: PRaecr CIVIL ENGINEERING SERVICES. OUTBOARD DYNAMICS WATER AND SEWER SEE) cxE NUMBER 7A -—.1---lka fla.Sl1.l 3W8 SW 22ND AVENUE DETAILS DATE; Phan.:(95.)IIBO-BIY. DANIA BEACH,FLORIDA JOHN J.HALEY,P.E. EamE prnPml..-...l.n.l REGISTERED ENGINEER NO.40023 O GE) �O Lt.4O. DAIS REVISION By F.eP.c wll,.nmu..xP.s.s� STATE OF FLORIDA N.T.S. w_2 am z a I N�� P.GPOnPx 9 • ( 1 gI t I Iff Loam N� €� or..,.s... � ... ..�':.: M.w .4;'F:•. _ `TMF ,... Fm.ELP .,..Re.o,. o•R E row.cm.o. Z7 I s ;;2 ri51;" iu;n.:. "/,.. a',,,....E,v.• �:•' . m I _ I . �—t. - \. •�- -—- PIcr.ACC ANo PASHeNr Hm,.Pa Hrnee k' re SA.:"'.--,—a-Z—w'w 1. 4=1"M111-1°».s w v ` ��••• SIGN DETAIL d /• I I xaun NP.D '�X? 16• Ir ® I I1 -��•x•�� Ff LL tl]D I — I � I F PuxR nH F� is,J I Y Drrscr pa I I- I�x. I I r�sx` nCR P .0 y: PAF1gtM "Y4 FM ME ' TYPE 1 LANE I TO DE USED WHERE THE DRIVE AISLE IS 27 EE[1 OR HERE IH VIDIH 1, I UNISTRUT ' I ""I I I •ruEswc•1NRRIrF ua x roar , SIGN POST I ---- I i SID �->'� EWALK usn6°w ii ir°Cizricai°1 � o�."E n:ni `"1 b•` • woP. ---- -_ —, — -- b ,y; 4P4• W �' F ''ETII M�E2' FINISH GRADE '�p 1�AI1VL— �•� \/�� a / ;o w x .m•-o• .>•m°pr mLW m a >/ ' DIRECT BURY ar uwn HALEY ENGINEERING,INC. APPROVED: CML ENGINEERING SERVICES. OUTBOARD DYNAMICS NVMBER 5E❑P s—-o..-D-I,.Flo.33— 3998 SW 22ND AVENUE SIGNAGE AND PAVEMENT z.R.P. MARKING PLAN Dote: EmW .,nPP]o o P•izl DANIA BEACH,FLORIDA JOIN J.HALEY,P.E. NO. DATE REVISION i P.P.L. n REGIST-REO ENGINEER NO,40023 1� STATE OF FLORIDA '•'20 "2 WATER DISTRIBUTION AND/OR SEWAGE FORCE MAIN SYSIEM H. 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M"E>&`"oG.o, o 'd; .�,f.,. 1 STM.pPNNACE PRE-1REA1MENx/E#IEI-QK SYSTEM °:Ye`.:.u=rx i"''w;Ga,'» m ""V � ,w ��,+�.•°�a�•r�°^r,w r... awoa,wnn .a ,a _—P,»f.>iq�,n�ow'E,«'...w6�:° ^o.,.. on..0 .,..r....rr.°.�..o..,.....,rr.. ,., .,,...n.••.en....,e.w ., .».�,..�.�w�m...nwf..,..,.,o,.,n ,oo.�w'•�'&4.°Qw.:9a.<.�..�i',`aa"a` .a .<w.mge .m...f.�,'�;d::...o.......w°,.m r.� _ " w"i '+;�5°u'u: 'im•F¢ ro„aw .,....w.nu.°w..ua.mx.nr.m»»,.warru n,w w'•-'1e'S,a".n eC`Y�w�a..w.� w«+aw K�rBk�n CODECOE�3o0I�RgiraA »M"«I xzMkff..v:.�«b',«n, °wce evx mF w<o uq M A amat�1p ">Sw '•'�iam�.rO°v��i��•�"� > __ mnm,avrc,o v'K'�bw ns m.,nu<nMr xixnn>,v »,imz .ww e°.m.x+a..x raw�e,.r .ru ww�>.w xn<a rn,+n r.,.,r�.vn,..wrn su„m .rv,tW°1•ro{J f0.'�b¢zz'w°+xwroiez anr. xwn s.uaann°ax u..unan- ti�a m°.vm+uf m.>wzawwnraawa .. u»,.a�n.w,+..wnaeavwwwnrm r..mr... 1-..6.J mx M.sT."j n.w wars ss R wtzwz owu»,f rwvn ,m•• ,rn.gym..n.nv.e.„n e,v.w mom..: ..mw W,aw.a„�...r cwn i�w.,.,m�,w.m...... x.o,r.a sun.¢arv<z°w ofarmw sae lal« uu+mv`N uvn wa —45 _-0�_ 7arMwww w,- `^�^, tea ,aw.afaMm a,afrfwaa wq r rn:2EN"417t-1hr;,,:9.,n.>.w..:b`P'.:°.r,.f Mnw.°, fw q, n.w..»x.x<,.. :�r�i"•>.a HALEY ENGINEERING,INC. APPROVED: PRQIECT � n°49° CIVIL ENGINEERING SERVICES. OUTBOARD DYNAMICS S 'E NUMBER wo.. weo sc.ro a..M-o..wbm aafn,Fa.JJ..I 3998 SW 22ND AVENUE NOTES and SPECIRCATIONS PAo°c(es.l xao-cls. DATE: DANIA BEACH,FLORIDA REGI J.HALEY,P.E. NO. DATE REVISION BY I-.E. w nnsw,No...ss REGISTERED ENGINEER N0.40023 NTS fig.-2ggg �O STATE OF FLORIDA I NUMBERS REFER TO EXISTING TREES 'u 44 �:� .. - SEE CHART ON 11 \ Ta.✓.A/ /.p. IIc �,rli ,='1., swv.w a.n•, rs�. \\ j / �'r • I .y I '� TRACT a nore fam ET �—24 27 30 �---� 28 1 I iC TCeM 4A, DA,A/ d ' T �.G7 II SII I i i Gabriel.1.1 1 EA.667277 23P3 qj026 32 O Lc—g(tai'e V A C A N I � 20 3TRACT D 31 3924 N.Om Dlvd. A '1 FanL—de,dale 21 -CANT 3204)kl 470 agW r '2r PI I N Ilk OF iRAD 37 t79;oo_ _ __ N2 O O b .noddalandawpe.wm 35 1„yc wb^elaglliemuromlparams.mm R 20 16 g, 22 \p38 36 34 7 Ii d ro �4V I 18 t + J rats 1 9 i � f b j I i»1/2(W TRACT C 2 SCALE •- L. OEBIONED BY cw ANBORIST REPORT OFiAV1M BY F 179.00• 14 ew. r CNECMeyr �.L �.� °� SIIE CONq BONS 13 5lIla:,Mewloped parc,I,do,ntto,ndwestof Ftlaudwdaleintnnasonal.irpml-d—way,11n, —uW0. JN7 p m sOATR ite is currently accupied byvagnnt&.,%a homeless ramp,and is banks used as ould,mamwq,for at lean REVISIONS 7g Ig m V A C A N i one nearby business.All existing Deesarevnmartamed,and athibe venous defect;such as slgnificem storm SOUL»1/2 Oc TRACT C I damage.pest damage,nlech mic.1 damage,along Mtn struttunl defects and hanrds that.Nett the poUn Wl �" safety and welfare of persons and or propenlas in the vidniry.Airport height restf Hans are in effect for the 120 site,which regulate lww tall trees are allowed due to safety dsks mWed to nrpod and flight pnlems,and �I O 1q u° event.Aslin Intel.,.currentlyabove helghtrendclsonsset forth.Due to thehealth and rnnditlwof „ra„w � eui"MI Ines,,ca—We pruning 1..11 thesetrees bremain b note leasible solulbn. — d+s.k A,e. I T BssM on Ol of D-le Bex firm"'.far R dman heel") 4 j % 13,Lhal Palm,hasa]A"DBN,andecanoW of apP'"mmteylODsl.the free is in fair condition'has visible trunk classy,and slgniP[ant autNem derklenn'es 1 02,ilve Oak,appear W be an worn developed tree Wine 22.5-DBN,aM a c ropy,r approximately 28500. O The bee Is M lair slnpe,antl eANblls wevbus storm damage,mechanical bunk damgree,cctodmmaical stem, .M lndudelbrkMthMm NoGlectshawbeenaddressedoromeasures taken thin S (� .t8,A lime. m' pp—aaa N ape,and exhlblls O 9 x16,Arocado,has.2l'OBN,endaono Wa Ie O1br.TM lrceisn Mrsn a Sjr previous sbrm damage.trunk damage/dttay,wdomirmnt slems,.M MclMed brk within maja bench D. ores.No defena hm been addresed or corrective measures taken al this Ume. w m VACANT `en 7+ Iqt"•rrrr��aa1a pia,Sabel Paim,hafal2'OBH,andacanopy of approximately 64s1.The tree is In flak cpnditlonaM eMlbits jY 3 Is I O1 llll I nuhNlonal tlef r r klencles.No West,hawI Ile, measures taken at this date, U ° IsI 81 l•s� M,Sabel Palm,has a lY OOK Indacanepypf approxlmalety 144e.The tree is M fakconchimi aAd.khtakm J B1{ I t a nutritional defkkndes.No defects have been addressed or cunncthe marines takenat this time. J 83 -F j 1 M.lw,Oak.appean to be an worn deveoped11,with a 27'DBN,eM a canopy of apWoldmwely,750sf. / I /��/ //�t\ �, rf � 4 the vet Is In fair to toad shape,and major branch Timm norm defeat,,some en add,ssed M branching slmcwre,and eat his dime within major brawn ummn.No detectshave been addressed or curwlive m ea uken n ids tlm.. — gag,See Grape,is,mufti steMdust,dri,lee wlN a M'combined DBR,and a ca,apyol asW askmarlely Q rl �sV^u pAft(•fL"A"or s•n'M `/,� O 57%f.Th<tree is In fair shape,and whlbits prLwlous storm damage,bunk decry,codomYNnt stenu,and N 'D.AND C.PROPERTY Im(lidedba,ke,thMmalor bearNhur ono.This treelsl—dwilhm.5',vkty easement witN ents ntbeproperly. < � No d have been addressed st torte We measures taken al the lime. Rae,56a1 Palm,has a 16'DBN,and a c ropy of approximately,file.The tree Is in fair condition antl-1,11Als C t.vesr es•s..A..nvr nutritonal defidencies.0,&facts have been addressed or corrective measures lake,at this time. Q j E) a — p3S.Avaatlo,hale 22"08N,antlacarwpy of approxknalely 342e.The lreeis in fair shape,and exhints Q _I p utf 5 IRSai� PreviaNs solorm[.mate.trunk damage/dray,codominant stems,arM lnaluded Carle Mth{n major branch 0 -Q u- g�s•�lou�C:aos r a es If36,LNe Oak,appears to be an warn deveo N Q pod tree with a 19'DBN,aM a cxwM of approximately 5601f. ri'S sxt Law The tree is In hM fCape exhlblls prevbui storm damace,sUwlsealiru..deaslsuchascotlominsnl 0 O 11.j wwrwnousalma sae stems,aM lfldudetl bark withM major branch unlorls No tlekcls have been addressedorconntive measures M m da.torve�usrzvw wxw rA taken at[Nstime. LLa U) nauuxouanur LLI Revised and AsNarrJW1,submiltedonAug6,2029-GeraldWeatc,RLAMACerryleciA.barlst#FtSg32A 0 C IL 0 °i O DT-1 OF 2 0 MITIGATION BY CANOPY ISO1300t 5MI EXL5TING TREE LIST SCI.FT SPECIMEN SQ.FT MITIGATION NO. COMMON BOTANICAL D0 CA PV CON I IGHT TREE DLSPOSITnON NR ROTANICALNAME COMMON NAME DBE' CANOPY CONDITION HIGXT CANOPY 1 Cabbage Palm Sobof palmetto 19" 100 Fail 28' YES REMOVE 3 Qu<rtus Wry/nipno Liveoak 5 49 Fair 14' ]3.5 81 8raxihan pepper Schmus 1e 1uintl0f hus 323 Invasive REMOVE 9 gver<us WrglNana Uvaoak 14 690 Fair 25' 1035 Bj Oraxillan pepper Sete-lerebinihfobus 260 Invasive no REMOVE . S quercvs Wrginhno live oak lA 396 Far 20 599 83 Braeillan pepper Schfnus terebinthifafius 228 Invasive no REMOVE 6 SobelEolosen. Cabbage palm 11 64 Fair lg' 96 2 Live Oak a-.s WidWlono 22.5" 2,850 Fah 45' YES REMOVE 7 Wercus Wrginbna Ilve oak 7 12D Fair 14' 180 3 LWe Oak quercas virgMiano 5" 49 Fair ]4' REMOVE 8 Quercus vlrgin(anv tivooak 7 1" F.1, is- 216 4 Uve Oak CI.E tvirginbnp 14" 690 Fair 21, no REMOVE 9 Soboi .). Cabbage Wlm a 64 Fair g7.z 11 Roysrone.eblo x al palm 6 64 Fair is, 96 5 Live Oak LhrerGus virginio,n 14" 364 Fat, 20' no REMOVE 6 Cabbage Pelm S.6ol pabnetto 11" 64 Fair 18' no REMOVE Ganda,Fql 12 Flzc._SM"m7m ]Veep/ tlg 53 24150 Pow 55 3225 LA 966]3T2 1] Quartos vbgiMaro live od 17 414 Falr 40 21 7 Live Oak Qulrcus vl/ginbna 7" 120 fair 14' no REMOVE LC 2e000628 1 22 Ouercos 140, LNe oak 13 408 Fair 40 612 8 Live Oak OpercusvbglAtarn 7" 144 Fair 18' no REMOVE 0929 N..teen Blvd. 25 Adaradi.merrdlf Adonidia palm 7 49 Fair 30 73.5 9 Cabbage Palm Sabel palmetto 11" 64 Fair 24' REMOVE F.A Leudenela 26 Fkus.urea Slrangler R[us 22 216 ft., 30 324 10 U6e Oak QuercusWgim.- 29" 1,064 Poor/HAZARD no REMOVE FL 13aoe 2] Fkus benpMnv Weepin flg 53 300 Poor 35 450 84 Braxillan S[hJnus ferebinfh' lius 1,120 Invasive REMOVE TNal L954)4]e 3eeu pepper ifo .OorWedw+ Po.4om 32 Subol pvfineflo CabbaeEalI1 11 144 Fair 30 216 N1 Norfolk pent A...HP helerophyllu 29" 90 Invasive REMOVE 9aMenfyTmNrtwvtpandx.cpm 33 Sabol patmetia Cab6a e.palm 10 144 Poar 30 216 11 Royal Pam Rpystoneo'lot. 6" 64 Good 18' 1. REMOVE 37 Pious dilhtd Slade pine - 15 350 Fair 55 36]S 12 Weeping Fig Fkus be.Ju m. 53" 2.150 vow/Ewtic 55' no REMOVE TOTAL M MGA7100N CANOPY 8962.7 13 Live Oak quartos 0iiiniono 24" 620 Door/HAZARD no REMOVE M1TIGgTiON1REE5 2919462.7/300=211.2) 19 Live Oak queaus Wrpinbno 28" 464 Poor/HAZARD I. REMOVE ITIGA ON ITO I TREE IHAZARD TREE51 15 Live Oak QDE_Wrginiona 21" 364 Poor/HAZARD no REMOVE s4,N 16 Strangler Fig. Fkus owed 66" g48 Poor/HAZARD 50' no REMOVE am Nr eprankal ne Common name dbh Condition MITIGATION TREES 17 Uve Oak Quartos vlrginivno 17" 414 Fair 40' n REMOVE 10 quacus Wrglnbru Live pzk 29 1,Ob4 POOR/1-124AD 3 PI plrle Pious spa. 21" 96 DEAD n REMOVE SCALE 13 Ck.-vk/Mona LWeoak 24 620 POOR/HAzaao 1 P2 PI_ pbtus sap. 14" 48 DEAD no REMOVE FOESiGNEDBY GF,GW 14 Quercus Wlymbno Uveoak 28 46d PDOR/HAZARD 1 P3 Pine Pin.spp. 21" 211 DEAD REMOVE DFtAVJN BV F 15 quertus Wrginlono 11loak 21 364 POOR/HAZARD 1 is Avocado Persep omeri[ono 21' 252 Feir 35' YES REMOVE CHECKED BY 16 Fkus pure. SuanglerF 66 fi98 POOR/HA2ARD 1 o CAD DWG. 19 Ohcholia BischoJW iovpMce 17" 414 Inv..I, REMOVE DATE 21 Fkut beryaminv Weepingrq I21 2,912 POORIHAZARD 1 n o5.0 le 24 77cusrrurto Slangier ll 41 5]5 PGORMAZARD 1 20 WeepiBischong eischp(nipv M. 22' 912 Invasive no REMOVE REMSIONS TOTAL MITIGATIO N TREES 7 21 Weeping Fig Qu brNamina 121" 2,408 Pow 40' no REMOVE 07 a519 22 Live Oak quartos vlrginlprn 13" a08 Fair 40' no REMOVE MITIGATION Of INVASIVE AND EXOTIC TREES 23 Cabbage Palm Sobo/po/metm 12" 64 Fai, 20' YES REMOVE Sq.FT MITIGATION 24 Slangier Fig Fkus oureu 41" 575 Poor/HAZARD 30' no REMOVE NR BOTANICAL NAME COMMON NAME CANOPY CANO% 25 Ad.nidla Palm Adanfdl.mErdilf 7" 49 Fair 3V REMOVE BS Schm.Ierebinfh)lius ""'Ianpep 323 81 26 Slrangler Fig Fkus pure. 22" 216 Poor 30' REMOVE B2 ScM1bus lerebinthl/opus Bnxil!anpepper 260 65 27 Weeping Fig Fkus baNsanlnv 53" 300 Pow/Eaotl[ 35' no REMOVE 83 5chbus tereNmhlJNlus !Lzx npepper 221 57 28 Cabbage Palm Spbol palmetto 12' 144 Fair 30' YES REMOVE Be Srhbuslerebinlhifujj Brnilian 3120 280 29 Live Oak Oak Quercusvlrw f._ 27" 750 Falr/good 50' YES REMOVE N1 6E-1e/rele/oPhylle Norfolk pins 90 23 30 Seagrape Coccoth.uW/era 26" 575 Falr 4W YES REMOVE U) 19 Btzchofio 2avanlm gischo6a 414 104 20 gist lo/ovon(m Ellsch.11. 494 124 31 Slrangler Fig ficus pu/ep 37" 1,906 Poor OS' REMOVE 32 Cabbage Palm Spbalpolmetto 11" 1" Falr 30' REMOVE 38 BisdnJlP Wnicv _ BhdnRa ]69 111 no Q NZ A/aucwla hereto ygn Norolk doe 9D Z3 33 Cabbage Palm Sobol palmetto 16" 181 Poor 30 no REMOVE TOTALCANO% 9q9 34 Cabbage Palm Sobel palmetto 16` 81 Falr 35' YES REMOVE (� MIZiGATIONTREES 3f949/300.3.2) 35 Av do Pesep omefic.n. 22" 342 Fat, YES REMOVE Z 36 Llve Oak Cluercus virpinlono 11" 560 Fair 45' YES REMOVE O TOTAL MITIGATION TREE512-OA 34148 provided(SEE LP-1)Qp 37 Slash Plne Pious ellfottl IS" 350 Fair 55, no REMOVE 38 Olschofia Boehoffoja k. 24' 768 Invasive no REMOVE U Q MITIGATIDN OF SPECIMEN TREES N2 Norfolk pine A/oocorlaheterophyll. 24" 90 In Wa no REMOVE J Us NR BOTANICAL NAME COMMON NAME PRICE 2.> SIZE FACTOR HEALTH/CONDITION LOCATION MMGATIONVALUE 1 Sob./poinI f Cabbage palm go 27 2 0.75 0.25 81 2 Qoercusvirgaunno Uveoak 204S 2.1 3 0.75 0.25 31 60 L_f IB Pe/seaamericern Avocado Z04.5 2.7 3 0.75 0.25 310.60 5 �-- 23 Sobulpahneffo rAbbaga paim _ ED 2.7 1 1175 025 ADIS L 28 Sabv/PuNnesm Cabbage palm 90 2.7 2 0.75 0.25 81 r DU GILO 11- N Q 29 Quercus Wrg7nbnv Uve oak 21l 2.7 4 0.75 0 -.l.25 414.20 LDus ORsH Z 30 S bol bo fe/o Sea rape I09.5 2.7 2 0.75 0.25 414.20 > C In (� 39 Sabpl /matt. Cabbage palm 80 2.7 3 O n O25 81 Q 7 (h U) 35 Penea atrNrkvno Avocado 204.5 2.7 3 0.]5 0.25 330.60 W 36 Quercuz Wr Livevak 204.5 2.7 3 0.75 0.25 310.60 rw.sr Q U _ W was TOTALMDIGATION 23543 uuuNgp Luawr N L TOTAL FORTREE512-OA (20a27x$125)$7,750.00 Q N U 1) TOTAL FOR SPECIMEN TREES S2,354.30 a)TOTAL 510.10430 CO O Z Cn O c63 O W'1 DT-2 OF vV I o Tds Mtn.+ry/Pn+dr " P.< 1. _ •�..� i" -A66fiN fell �.h5tir'?�<P. • �. I I LC 260 628 3824 N.0-Blvtl, 1 •'I p Forl Laxtlertlale F1 3330B Wv w O Tal(854)478 3064 Mr}•. I` . IBUltlxl(i I �,h I • I _. vv�� /-""`��""""''�''. W+vw.I1aM..lergsceVe com �, ,. ••� r _ 10tk EllI rr I :.I \_ ... �T{. o� ame�uex.x.rxrdalse mm o ) Via- l i A DESIGWD .wu. w.�.y.7• I I I _ ,,., . r , �o. 4 D__. SCALE 1'= Q -.- .. r„;, -..:: • .4 ,h. ,•qe\4f I ® - CHECKED BY N '- ...)"J..f'. .• ... a'. 3V•f� CAD DWG. I c. _ - 8® Y '9 DA E I.. i4''teAl REWWONS PLANTSCHEDULE i i % •@ Geees o�cr.+.rw��wnx x,.we / ._g xcw D.rk«.']Ewdr aar<vn.ee u�ov,a•wL.tGT,f\pr, rs�z'� .m�mx �rmcecivC¢ ui r.nsaw.,.i I f9] crr3wbewv.wr<e 9 qeI a4•on nn Io xa.. J �%A I W MN Cerocwp.o..w.'brte,w I Suwr wla..eee f gol].•rani b ny. ].•04 rEf w5x �1 V%!'I Mp CI rrryo�eo grnbb/ry.H tgel b'INi b bar a4.OL vEf x:bx /\ Q l 1 '._.<j�'. fo *•pe:�.ee<y�w. ve.nws..ere., f qeI x•oc. res .fix � uUJ j % ��•- I r..�. F—TAN SOD AND M. CH AS N INDICATED f\ r�. - w• — (/ ,� INSTALL MECHANICAL ROOT BARRIER(DEEPROOT OR SIMILAR)WHERE TREE PLANTED LESS THAN 10'FROM WALKWAYR STREET-SEE DETAIL ON LP-3 S OR PALMS cc S.e), 6 > c) g r0u p0 rlORIOA... Q LL L us nas*! Q II LL D. Axw a-Sx-no C W=I'll rr�E u Q N Q O U m U m � rPrr � 00m c Z o Mo g LP-1 OF 4 LETTERS REFER TO CODE REQUIREMENTS(SEE CHART ON THIS PAGE) 1 ALL TREES WITH NO LETTER ARE MITIGATION TREES _ _ �j/)///7 IMfRIOR UWOSCN'iNf.fOR yW V . .. • yy 11 P[NI1gOiA9(1,94D4.0 '.]�[M a a`PA9,,.�NL •—/ • r ( I GTntR WA UN09CMC 12.)GS-]a0 C 2ma000628 E v ter. \! r I PERIMETER L3UFFER WIDeaLP1ryNG 392e N.Ocean Dlve. E - Bu c) - .¢ 1 p Fort LavaeroW Fe1219S314]6a06e 1'•� v�/V V - AEIUi1NG OTnER FROPtRirEv 4,S44.S a1 r I I /yydpprL� '�'. i � Uf V V� vww.Ra ao-larrdscapa cwn C it .--- + L \ - I b rK3u vuA IANDwArmGul.9za sU i Cl._. _ CI e- f I H DESIGNEDBY ar { -r ' nyor 'tea v)0 CMECKEDOY O I CAD DWG. J 1 � s. REVISIONS ) II��[ rp wr "��/I� � / Ced.lnur[Dore reprlrem.nl wtretl FWSWg q Prveldea /�J Pe eelg flOMterS or VVA Re Will(mo-'e rnlmnel prewaea .� � /- b .ubwmeevaNer prvp0Y 1Sbe1krl ,pd a[teRnroeYnp swam �'�� I eu.aaa 3 _ ml•rlor l,rw.remmlmwA `1 .o�` I ��9 np"°' �zoxorlmlvw 1p bel,rtlrcpp.a ws9fiw.nee.a�A39n a9samPaa.,pea venal prowaa � - � --��— -_---'— �—�{- [ Ilplt 3Beesllfi peMnrwesl t6lrem ]fi prvvlaed .orne,uw,lPnaKnw..e.u.rss.r 9q D n lredexn:m:rl:.oss o/Iomu.91 3[treR 11 Pewex E a Peam.I,r bpn.n.aau,pby w �� -Wutin9busA,ers pvnxmrrYlm inausrnal papeny IB'w:yl bWlnl ,'i 11reM<Oil;33a.S'/19=9.1110 n.es)•9E.a'/10.31reeG)G1.9'/Ioa51rce5,365'/[OH.331101rw1 27Z 0.11M ]3 vwdN F.. +y ( r F rowa nee9e U311' u3sMuM rg71M.- wnxn rven-].nrvmnu.r uo:t lox smvmor✓mo E .rm ';I I u ,bverr9 pool[ar.m.I.,R l..aj:1 L1 Q (r r� Suea/WRe'/<P.L91x u'0P3.1 lq uees)) fitrns prarWetl V / ---: ' Metyllen free, lee ar vnsn O S3,�, N Br-x r ml.mlana ora J 31,929rlppenlp—R.,.5srl•193iamee (1-1—ml 3 U U Pmalaee E D Q N F- ,vn,a».P. .• sp.w>ure,,,r„ �_r-i�-, sveenm9nrmealremaew�pm,m,rmaerlMee Pmwaea z 7 W v vau me loaiw sonolreRmrca veeupbe.erme ezp r,eas•9s nea 3s pnnR veea mme.. s3xn.a1:..-p,pwee Q > M GL us rFlRSTr... sOf:arryuyea smumtomru0ve 100%vrprawdM lsnelri, 1001tls nallr..Prowaea w I-eo9-asz-qne .BRareRwee ueeamee rlveevees n/A nro AUPDmnwn uaBTArlm9 Q J �[ �� ... nlpMo-. svAar.Rwma vwlmmlM.rrxdm.ueeslm,3ow-z31 xi too><aPropmeelree+ere Mlerm+eisa Iaan,r,Merrrddvu Q -O LL _ �rps ine`uw� :onlem palm: m.r]q 9,Ims Ifi Prp.Mea ammr O N M w 0) w :D0 ' O °) C O 0 m U LP-2 OF 4 r City otDana Beach SNW.zd Limd Ise No.No,,. :o e>D I.as prccsnwrve se.welling widr the Di.ofiia City m inss rs i.e. poor ^' .e� o lmdscape gxaismia mcluA.......vet o(traea a.Mlor msullalio ofaplen I n -y wale 1 C B 954 Y34 0423 maw of 5 days pswr m desired eland schedule preU 954-9 tmn 3 tar,. 2.All ex sH g steer ptopoxd tort w ne m be aepuu.d fimn the Iiiiii of disturbance aP the musuvclipB urea Lyum ptoleutonfinewg and signoge lax t,a, t,,tiw 15—hig shall be le,W—heedgeofthe hm pro e'..4nne as dePuxdaolhe plea oral theedge ofdx driDIme(s)if a trte Passed-zaaxh riot desagmsed.Nom.la is[stseag..lies.bon a cuss is pennmea within the r[uurew e,e„a�ry oar awl^•taa .w ava.rim ran sa•u Gemblo Fqt rm pmleeiov iux. LA06672n 3.Alluisliog hetssh4ll be Primed a ANSI A-300 standards W eosreel Potential TREE PLANTING DETAIL """"' SHRUB PLANTING DETAIL LC 26000128 huwds. 3W4 N.Ocean 91.. 4.A lose semov,l pemdl is sequird prior to omiaml orrebcalion oC any%war �nwnrs•wwl+n +..sae FW Lavdcaale Pohn.Cmlaw it,D.ni.Beach City Alho e,It 954-924 6805 to mnain permit m n3os inf aeon. PALM PLANTING DETAIL 7W(964)4785064 5.Lea ilw"'vealneoe shall nob ex ly Svudti Chat Call of Florida,It—al 1.&W www.IlaNa.lmas tape com 432 4770 a minimuw of S full bmitiest days prior to digging.I—theape 9ebnela®aMmmoaoeoamaase mm ,--as isietpmsible for molding damage to laililies fiom plan&bxlaBalies. I — 6.Tee pnar ph.,to area to be«located sMll be rear pruned n rnioimum of 120 d.}a �—>— — --- r rebcatiat b. hGnhnum rm,b.D sizes shall Lx tar acmrdence with ANSI staududs as follows: N�Nf J 9'NAVD I'I� I I 1 aliper M6ioimom Root B.B Di-ster taN t3.4• I I \ INA^p 20.6pw I I I 14 3 32 I DESIGNED BY w 4 42 \ 5 54 AAA%]4�e'NAVD I I- \_ J ORANM gYle 6 60 e126 B' I I _ LNECKED BY 7 70 CA DVOG. 8 80 I DATE 8 12 inches pa'inch of ItwJe di.axter REVISIONS 07.O AB Twosplmted bees with undeuued osot balls—Y M ujeemd by&he City i I I OB.l B.59 Atbaust and teplusmeot trees-toy bertgwrtd MAX 37.7N WV I I t. A&anpoury itrtea&ion[ynan ilWl be providW AuwgaW for the Drst JO net27.8- daysa0mrootPru 4 11I 7. Allplastm.'folbwPlitalingVe4ftmhomOnedtuikslaowomthtplu --- s ———— — MAX HIGH ALLOWED 8.SobsliNliom ofplmn specxa assymiGtaaioos amn be approved in wnlivg by the Dania Beach Ciry&W isl prior to rite. A9 PER FORT a 9.All PIomnuxculptan4dPat this landuapephnshallSeFlotida Gild,61a, LAUDERDALE-HOLLYWOOD beret,as spaciGed in the curtem disim oCthe Plodda DepuMenl o! ABriculmte's Grades arid$wdartls for Nursery YlaAB.Wronged pleat maxrvl Mq%z06'NgVO s.4�a�� I ne,>a6 INTERNATIONAL AIRPORT dull be je dendaeplxedpriormitstullstion. 10.All ia's drown la PIZ m,,net ax to as tnnsma.a toiniamam I RESTRICTIONS .�.,.a 11.Wbere quit Vw species diff between dx pluming p1m,mad pl.n[lists, me,Iu bill Take p�—de.e �Ae A h aNw 12.All dew phw m.tenal[halt b.wanand by the Itndseape ammee r too, a ¢r—n3 �iip-ie. wm period of one year. Tlst^urta""Period shall begin aft. them,of the plems by the City M0 srz suxscre run rd soearorr uwr arisn+o gwaai wma or rotas Arboris ,3.AB plant beds to be 9faled with pre t—Item hosbicidc pries to plcning. 4.All Ties.ndPalm uekine.nd sitppoil shall be—'ed at,year after insVB.liaa. Linear Application of DeepRoot Tree Root Barriers at Time TREE PROTECTION DETAIL IS.Nnk ilizer sb.nbe.pplied tonmvly planted st—d Palms. U) 16.All Iaduape roal"I shall be lb—Shly wttarW m the time ofplaoling,ro dry of Installing Concrete Sidewalks and Curbs w Pleating permitted --j 17,Lvdscape mohoctos shall be respoesib),for pmviding lempmary-tier �" J O prodsiorsuuilsusAtimesstheirrigmiaosysmnnepeastio..I MCA SEE OF(LW ANDGUIIFRINITH DEFP800T j°`' (n Z Ll 18.All wire guy...&.fabric straps drill be n.Wd,vuh Oesewtn[colored tape 71ET HOOT 11"IFB INSET INTO CCNCIE TE. 19.Mulching. BARKER B,STALLEOWA BENCH IN SLOGRAMINMCHIS n. All bndstape urnsnot—ated by sd shall be mreted by—ini-3- TKNC(N1PACTE0UIAMER B SET50 INA7TOPEDGE A CITY OF DAVIE TREE REMOVAURELOCATION PERMIT U aohlayaormuklt Watt BE 21504 BELOWFINBHGRAOE OFCLAR.ANDSET r IS REQUIRED PRIOR REMOVAL OR RELOCATION OF Q b.Amokh ring with,mininvunudius of24 i,d,m(48 inch dismeler),is I'LUSHW7TH H)UOF CLIS..MRB R65 MUTO"O ANY EXISTING VEGETATION regttirtd amtmd.11 newly imtallW Nees sad Palms. MER0075. Tapolroetbawn3'tsan) N <Mhr c. CyPra—Ecli shall iml lx mod. ixtnpahMan6 Z 20.All msv b m6eoped erta sh.6 be exuveled down to a depth oft/inches bebsr NSIALWION 5E0U(NCE' I M Q fuul gsade and LxN Glld wiA tkan debei,-frte mil.Connbuetima xmu shall be est,,,.dfrom the lsduapit—fte1--iaa osid backfB is aa.,W. I.Paeryatehete.d,bq..de CnMnte > M r1.I 21.All lmdsupem mtLell Le fitdsh gradd sutb lhN thry ue.uenimusoof 3,5 LTtemh-psapdaed"RhlalmNlhHmW nYOu qe"its"A.., Q J uclas hebw su wding pav a facesmuamt to impede me Mw or draimge real bailer so 0xllapdbaderis 2'Rcm) \ CAu u5 riRsn (] -� LL m[o landsaped ernsand am.lbw for a3-irrcL mulch layer. eaepmdoth,d st a-800-432-+77a 6eba6nlshgrade oluyofcw' -- ®sws..t w 3.NxermtFwuel nlxmh,x it Ifisman N D_ ,aemwamvtermta. 'tst'� Q N W Q 4.mate alai npa[&tolequiRmeNx SubgWew�pa[am -aorta I O �J ( (J S Pla I,oam mat ila9enslbantaul maybe )'---ypRal DetpAtteua)a i, nv¢et In N m U) raakdhom the oweideoldnhsm) ogbretisea'Ua sal L Q m CO Q OM0 J LP-3 OF r a I y r. _ LC 8 I Y %l d i l FL 38388 r0ab TTW 1951)478]OG4 .�I= 1 !r t:�� 1 n«we bna.raFe can —— 5 A GLERPL Pt.AN 'SCALE NOTED 4 - DESIGNED BY DRAWN BY CHECKED BY c y y____ a —I`_•�— DATE ___Nrr'TMrr_ -.�, ' • ( B ELEVATIONaa' 4 �4 C ELEVATION bb• Z co 0 --- `� W Q � N W J } C M W AWL F7 *4, 0Abmudk j M vow- Q LL Q Q N N A�. O a� a m cn m ELEVATION bb• co O ceae a' O M Q O LP-4OF4 ID _ Z B I 17$tta -�,� Ut 2A ur tt C ut xBA •: f t tf� VI = Y 1 - r 1 urn kl- _' 7"I _ W ,K_ / kk.a r-' —r' ,r< ■ I "a }I � I j. us-mt - 'I vs•nx , urn., TA NZ...°„ PA,R.G:u ' -' Gabnafa Folt - I - Fert LaWe,tlele I f wwx.BeM.lOn°aceP.wm • Y. I a a / '.I � .•i�@1%J I% ... �® � .� ,•'A3° tY•�38.5. Ius•Ift.t IRRKWTIDN SCIffDIAE _ SCALE •=zo'.B' DS•n.t ,/ I I I 1 'r"^"^°'_""'<""'r• DESiGNEDBY G.— FINAL WELL LOCATION TO BE 1 ;g _� oRAwn er cF I I I I HEGKED G BY GF,G. DETER t.l I 1 I MINED BY ENGINEER n CKED �• I 1 I 4iT4 a DATE os.oz.,B '��I _[� 1 I REVISIONS If li` DIRECT SPRAY INTO PLANTERS I I• 'III ... ,I� 1 I dd9Q9'� `3mwr` r r, -ili j SYMBOLS DO NOT REPRESENT 1 w I li I THE DIRECTION OF SPRAY LATERAL AND MAIN PIPE I LOCATION IS SHOWN FOR 1 sa8ffiffiw ° y •III i ut'ata; I CLARITY PURPOSE ONLY. 1 lili " te' 1 INSTALL PIPES WITHIN I 'P'9 +mow a PLANTING BEDS. I,.-� F/fit• ;;� (a _ k'_ _� ' w.v, — ®¢ _ l , > n 1. ,• J��i 5 , r," 4P.m:: b U • _ � �`7. �,4, cs� $"•�'•_^`may ....s..w..,.,r..r.. � !/) 18 ,t U VALVE SCHEDULE Q Ins �� n�• >ns_ � e wa..rov i>i swB, i-,n• a w swq is>y o'a µ....<,. Q j co Z MIr�v-,! -�• °1 aim p %Oo °3n�.N f W DIG VS FiRS G Fl M Q Q 4 „Salo r SP'q ii5 xine 3.W" M.I N �y,,,� J aaaa ,-VY =27, Ili' Jx 1eb 1600-B3-t V' 'd d 0.>9 , 9x�0 003.,a. �Ivnvwar^r w.w awnr w=.wr N C .0.a. i uvn• w�q nle %xYw yes 'gym li's nic i�a ® < N O Z °.-�svwa. o-w 9pq ly, 9aB .mma„Raa.e.naowura _ •,,•••• srq ni9 ,ao 9.09 �m w« r _ .r✓bV+Sl oaba illy MI q T<0 3 9>b I M hOr «M+u lnn nunanm,x r,c.uoa ww,w.ro rti.asa .. W (n m .W� i-4]' p� ^J 1'IS 3.IG �C oED Wn axun4n,vwo[eineaunEv aotuxev �_�_wpw w.+...re r...rn ,wa e. 1... �Q V to ea,.`�vPBsv�v rwam ,'n• 9.w>e.q x�.ot 999.' xioo ,9..a, _.. 3 (�— ID C ry OMo L IR-1 OF 2 IRRIGATION SPECIFICATIONS CRITICAL ANALYSIS A. EXTENT B Generated: 20111-Ob-14 145:54 0) rv"qAA P.O.G.NUMBER: 01 X.: ._11 Hater Source information: 8 GENERAL. C. MATERIALS. P" ln° FLOW AVAILABLE Custom Max FION; 100.00 cjpm Flow Available; 100.00 qpm b. 1.1 LA W67277 FIRE�51JRE AVAILABLE LC20 5tatIc Pressure at por— 60.00 p5l Pressure Available; 60.00 psi ,— TV954)44 DESIGN ANALYSIS Maximum 51:01:10T,Flo',: 30.56glom Flow Available at Poc 100.00 aaom Residual Flow Available; &q.44epm Critical 5tation: 10 Pressure: 30.00 psi Friction Loss: 2.42 psi Fittings L055z 0.24 psi ;n= SCALE b I—- 0. WORKMANSHIP: 10o Elevation L055: 0.00 psi I,' Am'. Loss through Volvo: 3.00 psi CRAM BY OF .......... Pressure Req.at Critical Station: 35.66 psi HE,—By GF.GW Loss for Fittings: 0.90 psi Loss for Main Line: cl.05 psi R-ISIONS z Loss for PC<, to Volvo Elevation; 0.00 psi Loss for DOCkfio— 12.16 psi E. INSTAL ero LATION: Critical Station Pressure at POG: 5-1.1-1 p5, Pressure Available: 60.00 psi q..r„r°.,.. 1"11 dL,�,�1. 1.1Z1- any Residual Pressure Available; 2.23 psi F. CLEAN-UP -A,.e+ a a<npn•eue:n'eya5 > eeur•en p<w,pia 5°n.°t•an Iw p'c•y„aro" a nqm pl' ® 11 111 111 ILI THE CONTRACTOR SHALL MANE All ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSURE I00%CIVERAGE. THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARC.—IT IF A-DISCREPANCIES IMMEDIATELY. 1-1 LA. THE CONTRACTOR SHALL-DE FULL SIZE'AS BUILT"DRAWINGS AS WELL AS A REOMED SIZE WITH COLOR CODED ZONES SHOWING ZONE.AND LIMITS,IN A WATERPROOF CLEAR SHEET PROTECTOR FOR CONTROLLER. LAWN AND PLANTING BEDS SHALL BE ON SEPARATE ZONES. CONTRACTOR SHALL RENIEW-ILVE.CONTROLLER AND RAIN SWITCH LOCATION WITH LANDSCAPE ARCHITECT PRION TO CONSTRUCTION. MEN LOCATING ONE VALVE BOX NW TO ANOTHER.THERE SHALL BE A MIN.OF 1W SEPARATION TO ALLOW SOD To GROW BETWEEN. w < CN < z Z ' _ >. 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Exception Requests a. Section 511-30(I) Section 511-30(1)provides the following: Glass windows and doors must make up at least twenty-five (25)percent of the primary elevation and ten (10)percent of the secondary elevation. On ground stories, the minimum required glass fagade area shall be measured between a height of two and one-half(2.5) feet and eight(8)feet above the abutting grade. Applicant is requesting an exception to allow window glazing to make up 3.48% of the primary elevation and 0%of the secondary elevation of Building 3,where the LDC requires a minimum of 25%on the primary elevation and a minimum of 10%on the secondary elevation, per Section 511-30(1). b. Section 511-30(P) Section 511-30(P)provides the following: A minimum distance of eight(8)feet shall be maintained between the front of any building, including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three(3)foot wide strip for plant material.No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Stephanie J.Toothaker,Esq. land use development political strategy procurement Stephanie J.Toothaker,Esq.,PA 954.648.9376 stephanie@toothaker.org fit'@stoothaker U@toothakerd eve lopment 401 E Las Olas Blvd,Suite 130-154 Fort Lauderdale,FL 33301 Page 2 of 2 Exception Requests for SP-79-19 Applicant is requesting a variance to allow a distance of seven feet, one inch (7'-l") between the north frontage of Building 3 and parking area and zero feet(0')distance between the west frontage of Building 3 and the parking area where the LDC requires a minimum of 8'-0"per Section 511-30(P). II. Exception Criteria Pursuant to Section 511-20(B), the city commission may approve exceptions to the Industrial Design Standards provided in Article 511 as conditions to a site plan approval upon making the following findings: (1) There are circumstances peculiar to the site or the intended use that makes compliance with a particular requirement of this article impracticable; and Building 3 is proposed to accommodate a boat repair shop for boats of not over two hundred (200)feet in length. Considering the proposed use, Building 3 does not meet the 25% glazing or 10% glazing requirement on the primary and secondary elevations. Less than 25%of glazing is accommodated on the primary north elevation where the office entrance is located. The secondary west elevation provides roll- up doors to permit the entry/exist of boats for repair. Furthermore, the Building 3 north frontage cannot accommodate an 8-foot minimum distance between the building and parking area due to the required loading zone while the west frontage is constrained in order to accommodate the required parking space count. The west side of the building is also proposed to be utilized to pull boats in and out of the repair shop which does not provide the ideal conditions for landscaping to thrive between the building frontage and adjacent parking area. (2) The applicant has offered significant enhancements to other pertinent aspects of the site that the city commission determines will offset any negative impact that an exception to these standards might otherwise create. The site is currently an undeveloped,vacant parcel that attracts vagrant cars.The Applicant is proposing to significantly enhance the site with marine related retail,contractor shops,repair or service shops,including, but not limited to, air conditioning and other appliances, marine, cloth or canvas, and a boat repair shop which will offset any negative impact that the requested exceptions may unlikely create. Please refer to the Site Plan SP-79-19. (3) The property does not front on a collector or arterial roadway. The Property does not front on a collector or arterial roadway.The Property is located on SW 22A Avenue. III. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfully, /sl Stephanie J.Toothaker, Esq. TOOTHAKER.org stephanie j.toothaker,esq.,p.a. stephanie@toothaker org 954.648.9376 @SToothaker September 5, 2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie, Planning and Zoning Manager Community Development City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMIC LLC: Exception Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client, OUTBOARD DYNAMIC, LLC(the"Applicant'),owner of 3998 SW 22nd Avenue,Dania Beach, FL 33312 (the "Property"), and in accordance with Section 511-20(B) of the City of Dania Beach (the"City") Unified Land Development Regulations ("ULDR"), we hereby submit an Exception request to waive the requirements of Sections 511-30(1)and 511-30(P)as it relates to the proposed site plan for the Property(SP-79-19). I. Exception Requests Section 511-30(1)provides the following: Glass windows and doors must make up at least twenty-five (25)percent of the primary elevation and ten (10) percent of the secondary elevation. On ground stones, the minimum required glass fagade area shall be measured between a height of two and one-half(2.5) feet and eight(8) feet above the abutting grade. Applicant is requesting an exception from the minimum glazing requirements for the primary and secondary elevations for Building 3. Section 511-30(P)provides the following: A minimum distance of eight(8)feet shall be maintained between the front of any building,including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three(3)-foot wide step for plant material. No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Applicant is requesting a variance from the 8-feet minimum distance requirement and landscaping between the north and west building frontages of Building 3 and the adjacent parking area_ II, Exception Criteria Pursuant to Section 511-20(B), the city commission may approve exceptions to the Industrial Design Standards provided in Article 511 as conditions to a site plan approval upon making the following findings: (1) There are circumstances peculiar to the site or the intended use that makes compliance with a particular requirement of this article impracticable;and Building 3 is proposed to accommodate a boat repair shop for boats of not over two hundred (200) feet in length. Considering the proposed use, Building 3 does not meet the 25% glazing or 10% glazing requirement on primary or secondary elevations. Less than 25% of glazing is accommodated on the primary north elevation where the office entrance is located.The secondary west elevation provides roll-up doors to permit the entry/exist of boats for repair. The Building 3 north frontage cannot accommodate an 8-foot minimum distance between the building and parking area due to the required loading zone while the west frontage is constrained in order to acc9mmodate,the'-rgggilp , ing Page 2 of 2 Exception Requests for SP-79-19 space count. The west side of the building is also proposed to be utilized to pull boats in and out of the repair shop which does not provide the ideal conditions for landscaping to thrive between the building frontage and adjacent parking area. (2) The applicant has offered significant enhancements to other pertinent aspects of the site that the city commission determines will offset any negative impact that an exception to these standards might otherwise create. The site is currently an undeveloped, vacant parcel that attracts vagrant cars.The Applicant is proposing to significantly enhance the site with marine related retail, contractor shops, repair or service shops, including, but not limited to, air conditioning and other appliances, marine, cloth or canvas, and a boat repair shop. Please refer to the Site Plan SP-79-19. (3) The property does not front on a collector or arterial roadway. The Property does not front on a collector or arterial roadway.The Property is located on SW 22"a Avenue, III. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfull mitted, IS I tephanie J. Toothaker, sq. City of Dania Beach, Florida DANIA BEACH Department of Community Development sc•, se'i i�t, Planning and Zoning Division (954)924-6805 X3643 Standard Development Application ! `' i I] Administrative Administrative Variance ' �' ❑ Land Use Amendment J4 ❑ Plat --=-===�� ❑ Rezoning Date Rec'd: ❑ Site Plan 19 A Special Exception Petition No. X Variance ,� A ❑ Other: (SEEAPPLICATION TYPESCHEDULE ON PAGES 3&4) THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL NECESARY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may Impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 3998 SW 22 Ave, Dania Beach, FL 33312 Lot(s): Block: Subdivision: Recorded Plat Name: 5042 2901 0050; 5042 2911 0040; Folio Number(s): 0050;0060;and nn7n Legal Description: See legal description attached. Applicant/Consultant/Legal Representative (circle one) Stephanie J.Toothaker, Esq. Address of Applicant: Business Telephone: 954.648.9783 Home: Fax: E-mail address: stephanie@toothaker.org cc:estefania@toothaker.org Name of Property Owner: Outboard Dynamics,LLC Address of Property Owner: 2833 NE 24TH Street, Fort Lauderdale, FL 33305 Business Telephone: Home: Fax: Explanation of Request: See attached narratives. For Plats please provide proposed Plat Name for Variances please attach Criteria Statement as per Section 625.40 of the Land Development Code. Prop. Net Acreage: Gross Acreage: 1.56 AC Prop. Square Footage: 68,018 SF Existing Use: Vacant Proposed Use: See proposed Site Plan(SP-7919) 1 of 4 Updated 11/2018 Is property owned individually, by a corporation, association, or a joint venture? Corporation AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being made to the City of Dania Beach. If I/We are unable to be present, I/we hereby authorize Stephanie J.Toothaker, Esq. (individual/firm) to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania B h Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD twn The foregoing instrument r/ Agent sign Lure*) was acknowledged BEFORE ME THIS DAY OF 20 tq By: (Print name of person acknowledging) (Joint owner signature if applicable) Notary � Eatafania Mayorga Commission#GG 365267 (Signature Of Notary Public state Of Ryrid4. ) : Commission Expires08-13.2023 Bonded Through-Cynanotary Rollo-Notary Public Personally known Z or Produced Identification Type of identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NO APPLWATION WILL SEA UTOMA77CALLYSCHEDULED FOR A MEETING. ALL APPLICA TlONS MUST BE DETERMINED COMPLETE BY STAFF BEFORE PROCESSING OCCURS. 2of4 Updated 0212017 City of Dania Beach APPLICATION TYPE AND FEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent reviews being processed before the final review and actions by the Planning and Zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per "Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. APPLICATION TYPE FEE LAND USE Assignment of Flex Units or Filing fee = $4,000.00 plus$5,00 per flex, reserve or LAC/RAC unit or hotel room or Acreage $100 per acre or portion of such area Includes Staff processing,2 review cycles,advertising and notice costs Change of Land Use Filing fee= $7,000.00, plus$500.00 per acre or portion of area Includes Staff processing,2 review cyc%ssl advertising and_notice casts ZONING Change of Zoning(Rezoning) Less than 2 acres-$2,500.00 Greater than 2 acres -$6,000.00 Includes Staff rocessin 2 review cycles,advertising and notice costs Zoning Code Text Change Changing the list of Permitted Uses-$6,000.00 General Text-$2,000.00 Includes Staff processing,2 review cycles,advertising and notice costs PLAT (Perimeter) Filing fee= $2550.00 plus$50.00 per acre or portion of such area (Subdivision)Filing fee = $2550.00 plus$100 per acre or portion of such area Fire Review$560.00 Includes Staffpmcessing 2 review cycles,advertising and notice costs Delegation Request $1,500.00 Includes Staffprocesslng,2 review cycles, advertising and notice costs SITE PLAT! Residential,Hotel,Condo-Hotel, Filing fee = $1,000.00 PLUS$10.00 per unit Time-Share, Motel Plus an initial retainer for cost recovery of consultant services of$5,000,00,Additional consultant service fees may be required. Fire Review$1,120.00 Includes Staffprocessing,2 review cycles,advertising and notice costs All other uses Filing fee = $1,000.00 PLUS the following: $5.00 : 100 s.f.for 1'10,000 s.f., $2.00 : 100 s,f. in excess of 10,000 s.f Plus an initial retainer for cost recovery of consultant services of$4,000.00.Additional consultant service fees may be required. Fire Review$1,120.00 Includes Staff processing,2 review c c%s advertisin and notice costs Site Plan Revisions $2,500.00-Includes staff processing and up to 2 review cycles. Fire Review$200.00 Additional variances associated with any revision to a site plan are charged according to the associated variance Extension of Approval(s) I^$1,250.00--Single Extension (PLUS)an additional (Site plan,variance,special $ 250.00 for each associated approval exception requests) 3 of 4 Updated 11/2018 PAYMENT DATE City of Dania Beach BATCH NO. 10/14/2019 100 W. Dania Beach Blvd. 2020-01000040 COLLECTION STATION Dania Beach, FL 33004 RECEIPT NO. City Hall Window 1 2020-00002075 RECEIVED FROM CASHIER Stuart Moraitis fineashierl DESCRIPTION 2833 NE 24th St PSP PAYMENT CODE RECEIPT DESCRIPTION TRANSACTION AMOUNT Appi Review-Standard ------1-1-1------- - 6,000.00 PSP .,.Appj.Rqyiew,Standard $500-00 ---- ------- ---------- -- ---- ------- ---- CR Cost Recovery Misc $500.00 001-220-00-00 ---------- ------ Payments: Type Detail Amount Check 1850 $6,000.00 Check 1849 $1,000.00 Total Amount: $7,000.00 Customer Copy ---------- Printed by: fincashierl Page 1 of 1 10/14/2019 02:59:43 PM September 5,2019 �11ri Revised October 18,2019 VIA EMAIL Corinne Lajoie,Planning and Zoning Manager Community Development City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach,FL 33004 Re: OUTBOARD DYNAMICS,LLC: Variance Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client, OUTBOARD DYNAMICS, LLC (the "Applicant"), owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312 (the "Property"), and in accordance with Section 625-40 of the City of Dania Beach (the "City") Land Development Code ("LDC"), we hereby submit the following variance requests to waive the requirements of Sections 275-190,275-120,and 265-110 as it relates to the proposed site plan for the Property(SP-79-19). I. BACKGROUND The Property is approximately 1.56 acres(68,018 square feet)and is located along SW 22"d Avenue east within a mile-radius of the Fort Lauderdale/Hollywood International Airport. The Property is subject to a Declaration of Covenants, Restrictions, and Easement, as recorded in Instrument #115344445 of the Public Records of Broward County,which limits the maximum height permitted on the Property between 30.6'NAVD to 40.6'NAVD.The Property is subject to the following: 3.3 "The height of all improvements, structures, objects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of: (i) the height above ground leveI indicated on the legal description for each Airspace Parcel included in Exhibit 2, attached hereto and made a part hereof, or (ii) the aeronautical surfaces of the Airport as now established,and as may from time to time hereafter be established,by the FAA or any governmental agency that is a successor to the authority of the FAA including but not limited to Federal Aviation Regulation Part 77." Page 3, Instrument#115344445 4.1 "That said easements shall have the purpose of prohibiting intrusions into, encroachments upon,and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object, whether natural or artificial, that might now, or in the future, be situated on the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon,and obstructions within,said Airspace Parcels, Stephanie I Toothaker, Esq. land use development political strategy procurement Stephanie I Toothaker,Esq.,PA 954.648.9376 stephanie@toothaker.org W@stoothaker @@toothakerdevelopment 401 E Las Olas Blvd,Suite 130-154 Fort Lauderdale, FL 33301 Page 2 of 4 Variance Requests for SP-79-19 whether by structures,vegetation or other object,natural or artificial,that exist or may in the future exist,in or upon said Property,including with respects to trees or other vegetation that do or may encroach upon, intrude into,or obstruct said Airspace Parcels, the absolute right to cut down to ground level and remove root system beneath the ground of any such tree or other vegetation, and including a continuing right in the County to prohibit and prevent the future construction or erection of any building, structure, or object, and the planting, cultivation,or growth of any tree or other vegetation,upon said Property that does or may in the future encroach upon,obstruct,or cause intrusion into said Airspace Parcels..." Page 5, Instrument#115344445 II. VARIANCE REQUESTS a. Sec.275-190.-Plant material and installation requirements Section 275-190 provides the following required quantities of shades trees, intermediate, small trees and palms: Quantity Required Shade/Canopy Tree Fort 40percent minimum of the total trees required Intermediate Trees Thirty 30percent maximum of the total trees required Small Trees No more than ten 10percent of the total trees required Palms I No more than twenty 20percent of the total trees required The Applicant is requesting to allow zero percent (0%) of shade trees in order to conform with the covenants,restrictions,and easements governing the Property where the LDC requires a minimum of forty percent(40%)shade trees.Please refer to the Landscape Sheets included in SP-79-19 for the proposed mix and quantities of trees. b. Sec. 275-120. - Perimeter buffer landscape requirements for business, commercial and industrial properties Section 275-120 requires the following: A ten foot landscape buffer shall be provided around the perimeter of the property in all zoning districts except for the CC, SFED-MU, EDBB-MU, and NBHD-MU CRA form- based districts, and except for areas required to provide landscape buffers in accordance with sections 275-90 or 275-110.Bieer requirements for properties less than half an acre in size are required to provide a minimum five foot landscape buffer around the perimeter of the property except where adjacent to residential, in which case ten(10)feet is required. Such landscape buffer shall contain one (1) shade tree for each forty(40) linear feet and a row of hedges. Shade trees provided to satisfy the requirements of this section shall have a minimum overall height of sixteen (16) feet immediately upon installation [emphasis added]. Per the Landscape Sheets included in SP-79-19, Applicant is requesting a variance to allow twelve foot (12') tall perimeter buffer shade trees in order to conform with the covenants, restrictions, and easements Page 3 of 4 Variance Requests for SP-79-19 governing the Property where the LDC requires a minimum height of sixteen feet (16') per Section 275- 120. c. Sec.265-110.-Design and construction standards for parking lots Section 265-110(C)(6)requires the following: When a row ofparking stalls is immediately adjacent to a driveway, a minimum stacking area oftwenty-five(25)feet is required between the property line and the entrance to the Irst stall emphasis added. In order to accommodate the required number of parking stalls on-site, Applicant is requesting a variance to allow a seventeen foot,ten inch (IT-10")stacking area between the property line and the first parking stall within the Building 3 parking area where the LDC requires a minimum twenty-five feet(25')stacking area per Section 265-110. IIl. VARIANCE CRITERIA(SEC.625-40) (1) That the requested variance maintains the basic intent and purpose of the subject regulations, particularly as it affects the stability and appearance of the city; The requested variances are required due to the covenants, restrictions, and easements that govern the Property and to accommodate the required parking spaces for the proposed development. The acceptance of a variance from the aforementioned code sections would maintain the basic intent and purposes of the subject regulations, particularly as it affects the stability and appearance of the City. The site is currently an undeveloped parcel and will be improved with marine related uses compatible with the area.Please refer to the proposed site plan SP-79-19. (2) That the requested variance is otherwise compatible with the surrounding land uses and would not be detrimental to the community; The requested variances are required due to the covenants, restrictions, and easements that govern the Property to maintain efficient utilization of the navigable airspace by aircraft.The required number of shade trees and minimum height of 16-feet cannot be met as the existing heights, or size increase as the trees mature, will exceed the maximum height restriction imposed on the Property. Moreover, the reduced stacking area for Building 3 would be necessary to accommodate the required number of parking stalls for the proposed uses.As such,the requested variances would not be detrimental to the community. (3) That the requested variance is consistent with,and in furtherance of,the goals,objectives and policies of the adopted Comprehensive Plan, as amended from time to time, and all other similar plans adopted by the city; The requested variances are consistent with,and in furtherance of, the goals,objectives and policies of the adopted Comprehensive PIan.Policy 1.9 of the City's Comprehensive Plan provides the following: Within areas surrounding existing or committed airports/heliports, Dania Beach shall not issue development orders for land uses or structures that are incompatible with airport/heliport uses, pursuant to the Development Review Requirements subsection of the Plan Implementation Requirements section of the Dania Beach Land Use Plan. (B.C.P. #15.03.02) Page 4 of 4 Variance Requests for SP-79-19 Moreover,Policy 8.4 provides the following: Adequate vehicular parking shall be provided for new development in accordance with the land development regulations. (4) That the plight of the petitioner is due to unique circumstances of the property or petitioner which would render conformity with the strict requirements of the subject regulations unnecessarily burdensome; and The FAA requires Broward County to protect the aerial approaches to the Airport, to prevent the establishment or creation of airport hazards,and to ensure that the;Future uses on the Property are compatible with the operations of the Airport. As part of the condition of the conveyance of the Property from the County, there are certain covenants, restrictions, and easements governing the Property which restrict the maximum height permitted and render conformity with the strict requirement of the subject regulations unnecessarily burdensome. (5) That the variance requested is the minimum variance that is necessary to afford relief to the petitioner,while preserving the character,health,safety and welfare of the community. The proposed variances are the minimum variance that is necessary to afford relief while preserving the character, health, safety and welfare of the community. The Property is subject to the covenants and restrictions by the FAA which limits the height of structures, objects of natural growth, and other obstructions on the Property in order to have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft. Additionally, the reduction of the minimum stacking area for Building 3 would allow the site to accommodate the required number of parking spaces for the proposed development. IV. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfully submitted, Isl (X llic. �51'001/«1ci' Stephanie J.Toothaker,Esq. i TOOT HAKE R.org stephanie j.toothaker,esq., p.a. stephanie@toothaker.org 954.648.9376 @SToothaker September 5,2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie,Planning and Zoning Manager Community Development City of Dania Beach 100 W. Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMICS LLC: Variance Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client,OUTBOARD DYNAMIC,LLC(the"Applicant"),owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312 (the "Property"), and in accordance with Section 625-40 of the City of Dania Beach (the "City") Land Development Regulations ("LDR"), we hereby submit the following variance requests to waive the requirements of Sections 275-190;275-120;and 265-110 as it relates to the proposed site plan for the Property(SP-79-19). I. BACKGROUND The Property is approximately 1.56 acres (68,018 square feet) and is located along SW 22nd Avenue east within a mile-radius of the Fort Lauderdale/Hollywood International Airport. The Property is subject to a Declaration of Covenants, Restrictions, and Easement,as recorded in Instrument#115344445 of the Public Records of Broward County,which limits the maximum height permitted on the Property between 30.6'NAVD to 40.6' NAVD.The Property is subject to the following: 3.3 "The height of all improvements, structures, objects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of: (1) the height above ground level indicated on the legal description for each Airspace Parcel included in Exhibit 2,attached hereto and made a part hereof,or(ii) the aeronautical surfaces of the Airport as now established, and as may from time to time hereafter be established,by the FAA or any governmental agency that is a successor to the authority of the FAA including but not limited to Federal Aviation Regulation Part 77." Page 3, Instrument#115344445 4.1 "That said easements shall have the purpose of prohibiting intrusions into,encroachments upon, and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object,whether natural or artificial, that might now, or in the future, be situated on the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon, and obstructions within, said Airspace Parcels,whether by structures,vegetation or other object, natural or artificial,that exist or may in the future exist, in or upon said Property,including with respects to trees or other vegetation that do or may encroach upon, intrude into, or obstruct said Airspace Parcels, the absolute right to cut down to ground level and remove root system beneath the ground of any such tree or other vegetation, and including a continuing right in the County to prohibit and prevent the future construction or erection of any building,structure,or object,and the planting,cultivation,or growth of any tree or other vegetation, upon said Property that does or may in the future encroach upon,obstruct, or cause intrusion into said Airspace Parcels..." rr � Page 5, Instrument#115344445 iu j`` fi Page 2 of 3 Variance Requests for SP-79-19 It. VARIANCE REQUESTS a. Sec.275-190.-Plant material and installation requirements Section 275-190 provides the following required quantities of shades trees,intermediate,small trees and palms: Quantity Required Shade/Canopy Tree Forty(40)percent minimum of the total trees required Intermediate Trees Thirty(30)percent maximum of the total trees required Small Trees No more than ten(10)percent of the total trees required Palms No more than twenty(20)percent of the total trees required The Applicant is requesting a variance from the quantity of shade trees required in order to conform with covenants, restrictions, and easements governing the Property. Please refer to Landscape Sheets included in SP-79-19 for the proposed mix and quantities of trees. b. Sec. 275-120. - Perimeter buffer landscape requirements for business, commercial and industrial properties Section 275-120 requires the following; A ten-foot landscape buffer shall be provided around the perimeter of the property in all zoning districts except for the CC, SEED-MU, EDBB-MU, and NBHD-MU CRA form-based districts, and except for areas required to provide landscape buffers in accordance with sections 275-90 or 275- 110. Buffer requirements for properties less than half an acre in size are required to provide a minimum five-foot landscape buffer around the perimeter of the property except where adjacent to residential,in which case ten(10)feet is required.Such landscape buffer shall contain one(1)shade tree for each forty (40) linear feet and a row of hedges. Shade trees provided to satisfy the requirements of this section shall have a minimum overall height of sixteen (16) feet immediately upon installation[emphasis added]. Per the Landscape Sheets included in SP-79-19, Applicant is requesting a variance from the perimeter buffer trees which are under 16 feet in height in order to conform with covenants,restrictions,and easement governing the Property. c. Sec.265-110.-Design and construction standards for parking lots Section 265-110(C)(6)requires the following: When a row of parking stalls is immediately adjacent to a driveway, a minimum stacking area of twenty-five (25) feet is required between the property line and the entrance to the first stall [emphasis added]. In order to accommodate the required number of parking stalls on-site, Applicant is requesting a variance of the minimum stacking area to provide a 17'-10"stacking area between the property line and the entrance to the first stall within the Building 3 parking area. III. VARIANCE CRITERIA(SEC.625-40) (1) That the requested variance maintains the basic intent and purpose of the subject regulations, particularly as it affects the stability and appearance of the city; The requested variances are required due to the covenants, restrictions, and easements that govern the Property and to accommodate the required parking spaces for the proposed development.The acceptance of a variance from the aforementioned code sections would maintain the basic intent and purposes of the subject regulations, particularly as it affects the stability and appearance of the City. The site is currently an undeveloped parcel and will be improved with marine related uses compatible with the area. Please refer to the proposed site plan SP-79-19. (2) That the requested variance is otherwise compatible with the surrounding land uses and would not be detrimental to the community; Page 3 of 3 Variance Requests for SP-79-19 The requested variances are required due to the covenants, restrictions, and easements that govern the Property to maintain efficient utilization of the navigable airspace by aircraft.The required number of shade trees and minimum height of 16-feet cannot be met as the existing heights, or size increase as the trees mature,will exceed the maximum height restriction imposed on the Property.Moreover,the reduced stacking area for Building 3 would be necessary to accommodate the required number of parking stalls for the proposed uses.As such,the requested variances would not be detrimental to the community. (3) That the requested variance is consistent with,and in furtherance of,the goals,objectives and policies of the adopted Comprehensive Plan,as amended from time to time,and all other similar plans adopted by the city; The requested variances are consistent with, and in furtherance of,the goals, objectives and policies of the adopted Comprehensive Plan. Policy 1,9 of the City's Comprehensive Plan provides the following: Within areas surrounding existing or committed airports/heliports, Dania Beach shall not issue development orders for land uses or structures that are incompatible with aiiportlheliport uses,pursuant to the Development Review Requirements subsection of the Plan Implementation Requirements section of the Dania Beach Land Use Plan. (B.C.P. #16.03.02) Moreover, Policy 8.4 provides the following; Adequate vehicular parking shall be provided for new development in accordance with the land development regulations. (4) That the plight of the petitioner is due to unique circumstances of the property or petitioner which would render conformity with the strict requirements of the subject regulations unnecessarily burdensome;and The FAA requires Broward County to protect the aerial approaches to the Airport,to prevent the establishment or creation of airport hazards, and to ensure that the future uses on the Property are compatible with the operations of the Airport.As part of the condition of the conveyance of the Property from the County, there are certain covenants,restrictions,and easements governing the Property which restrict the maximum height permitted and render conformity with the strict requirement of the subject regulations unnecessarily burdensome. (5) That the variance requested is the minimum variance that is necessary to afford relief to the petitioner, while preserving the character,health,safety and welfare of the community. The proposed variances are the minimum variance that is necessary to afford relief while preserving the character, health, safety and welfare of the community. The Property is subject to the covenants and restrictions by the FAA which limits the height of structures,objects of natural growth,and other obstructions on the Property in order to have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft.Additionally,the reduction of the minimum stacking area for Building 3 would allow the site to accommodate the required number of parking spaces for the proposed development. IV. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfull mitted, tl tephanie J. Toothaker, Es�q. Lajoie, Corinne From: Estefania Mayorga <estefania@toothaker.org> Sent: Friday, October 18, 2019 11:53 AM To: Lajoie,Corinne Cc: Robert Vick;John Beach; Stephanie Toothaker Subject: RE:Outboard Dynamics LLC SP-79-19 - Request for 72 Hour time extension Attachments: Outboard Dynamics LLC-10.18.19 Updated Variance Requests Narrative.pdf;Outboard Dynamics LLC - 10.18.19 Updated Design Exception Requests Narrative.pdf, Outboard Dynamics LLC - 10.18.19 Variance Applications for Sec.275-120 and Sec. 265-110.pdf Corinne: Please see the information below,the revised narratives with this information,and the remaining two(2)variance applications. Please advise if anything further is needed at this time. VARIANCE 1. To allow provide zero percent (0%) of shade trees, the Land Development Code (LDC) requires a minimum of forty percent (40%) shade trees; per Section 275-190. 2. To allow twelve foot(12')tall perimeter buffer trees;the LDC requires a minimum height of sixteen feet(16'); per Section 275-120. 3. To allow a seventeen foot,ten inch (17' 10") stacking area between the property line and the first parking stall;the LDC requires a minimum twenty- five feet(25'); per Section 265-110. EXCEPTION 1. To allow window glazing to make up 3.48 percent of the primary elevation and 0 percent of the secondary elevation of Building 3, LDC requires minimum of 25%on the primary elevation and a minimum of 10%on the secondary elevation; per Section 511-30(1). 2. To allow a distance of seven feet; one inch (7'-1")between the north frontage.of building 3 and parking area and zero feet (0') between the west frontage of Building 3 and the parkingarea,the LDC requires a minimum of eight feet(8'); per Section 511-30(P). From: Lajoie,Corinne<clajoie@daniabeachfl.gov> Sent:Wednesday,October 16,2019 3:13 PM To: Estefania Mayorga<estefania@toothaker.org> Cc: Robert Vick<Robert@vickarch.com>;John Beach<john@vickarch.com>;Stephanie Toothaker<step ha ni e@tootha ker.o rg> 1 City of Dania Beach, Florida DANIA BEACH Department of Community Development ;�a „•E,<«,E Planning and Zoning Division Standard Development Application ❑ Administrative Variance ❑ Land Use Amendment F a ❑ Plat ❑ Rezoning Date Rec'd: ❑ Site Plan X Special Exception Petition No.: Mt—/ QQ Variance U Other: (SEE APPLICATIDN IYPE SCHEDULE ONPAGE53 THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND 1:rITTED WITH ALL t/ NECESARY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 3998 SW 22 Ave, Dania Beach, FL 33312 Lot(s): _ Block: Subdivision: Recorded Plat Name: 5042 2901 0050;5042 2911 0040; See legal description attached. Folio Number(s): norm; Ono-and n070_ Legal Description: Applicant/Consultant/Legal Representative (circle one) Stephanie J.Toothaker,Esq. Address of Applicant: Business Telephone: 954.648.9783 Home: Fax: E-mail address: stephanie@toothaker.org cc:estefania@toothaker.org Name of Property Owner: Outboard Dynamics,LLC Address of Property Owner: 2833 NE 24TH Street, Fort Lauderdale, FL 33305 Business Telephone: Home: Fax: Explanation of Request: See attached narratives. For Plats p/ease provide proposed Plat Name for variances please attach Criteria Statement as per Section 625.40 of the Land Development Code. Prop, Net Acreage: Gross Acreage: 1.56 AC prop. Square Footage: 68,018 SF Existing Use: Vacant Proposed Use: See proposed Site Plan(SP-7919) t of a Updated ii/2018 Is property owned individually, by a corporation, association, or a joint venture? Corporation AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being made to the City of Dania Beach. If I/We are unable to be present,I/we hereby authorize Stephanie J.Toothaker,Esq. (individual/firm) to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part S of the Dania B h Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD B r The foregoing instrument wn r/ Agent sign ture*) was acknowledged BEFORE ME THIS DAY OF '� �1�( . 20 Iq By: (Print name of person acknowledging) (Joint owner signature if applicable) Notary ` c -- .�aY"�a Estetania Mayorga o t Commission#GG 366267 (Signature of Notary Public state of �c�nda ) _ Commission Expires08-13.2023 Bonded Through-Cynanotary / Florida•Notary Public Personally known ✓ or Produced Identification Type of Identification produced: or Drivers License *If joint ownership, both parties must sign. if partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NO APPLICATION WILL BEAUTOMATICALLYSCHEDULED FORA MEETING. ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF BEFORE PROCESSING OCCURS. 2of4 Updated 0212017 TOOTHAKER.org stephaniej.toothaker,esq., p.a. stephanie@toothaker.org 954.648.9376 @SToothaker September 5, 2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie, Planning and Zoning Manager Community Development City of Dania Beach 100 W. Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMICS LLC-Variance and Exception Requests Dear Corinne: On behalf of my client, OUTBOARD DYNAMICS, LLC (the"Applicant'), owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312(the"Property"),we are submitting variance and exception requests as it relates to the proposed site plan for the Property(SP-79-19). Enclosed please find the following: 1. Variance and Exception Application and fee; 2. Variance and Exception narratives; 3. CD with the above documents. If you have any questions, please do not hesitate to contact me. Respectful[ mitted, tephanie J. Toothaker,Xsq. i; 0 it `� , a�a�,`t•e.?�. ��4 } *£tS'> �X np°��.' - ,, ' 4��., � v��. �"� � �� i' r !' '� ` ,mot_. 'xs 11- I ,,.1 •tsi• ♦ 4�. ,�f' 1 x J+t�. J ,t tiq 'ILYA ,P r a i • r a �I - 1t. t` t` THIS PROPERTY IS THE SUBJECT OF UPCOMING 1 PUBLIC HEARINGS ♦ '# e .' 6fACE I C'1"Y C`rmmitt.cn Cha-n4cn , . FR.tx,�cl..`C i C3ertir.aM t?r�telricse LLG a x,., ..: 1 .. REQUESTS!-Sim Pion - r _ - €aWb". ME I S=-'e3-1'VPL-7 1$(Vk-T4#5i1} ,(},il3tPA«fSsy+U F@ii##10 ' , i „ 2 A fit, _ r� �� t �• _ • 4. v }r • , c�yrt t fir, 2,: d l # ' .+:• ,,ram v.� _ _ � .. -.. ,. THIS PROPERTY IS THE SUBJECT OF UPCOMING PUBLIC HEARINGS V R 'I'7.ACE Gtt raniceWn Ctccmasra i V ,,��\� =`�fj� . •..�,,�,�`°.�/ �`RCU &T 16}kixtsra Gsn"xmi�t[.!C }� ,e _� �f •-, ` �i ��puesx . -•1�r��n ptw `<•.FILE 4 14r.`3.xg a{-.tF4-1, Yk•fi7.1d.:YR-47 0..1-11k 3 .17 R • � �f, �t +y ;t'' �, ,� +,fie, s..# � 1 � tit' .fi `� a� `,.r'' l�/ v' f V, I `s ``1v�1l; `� Y Y 'V•�Y �!.`-w I i,�' }.. M' <T� [• � � �� ,r1 . f' �., / \,�� i 1 e P 1) } 1 ,1• iiitt( rxy I r _ tt '`/� a� �k�..�I' ¢ i ,� s• �r I� -� .� � �` t'w rk �4 3 r. 3 AFFIDAVIT CITY OF DANIA BEACH,FLORIDA 16) COMMUNITY DEVELOPMENT DEPARTMENT DANIA BEACH MAILING LIST AND LABELS SEA IT.LIVE IT.LOVE IT. STATE OF FLORIDA COUNTY OF_Broward BEFORE ME, the undersigned authority,personally appeared Christina Mathews, (Print Name) who, after being duly sworn, deposes and says: 1. I am an individual over the age of 18 years old and (CHECK APPLICABLE SPACE) I am the property Owner of the property identified below, OR X I represent to the City of Dania Beach,Florida that I am an authorized agent and representative of the property owner(s), Stuart Moraitis, (Print Name of Property Owner) for the property located at 3998 SW 22 Avenue (the "Property"), and this (Address) sworn statement pertains to the application for Plat Variances Site Plan (Briefly describe application,such as"site plan approval'or a"variance"or a"special exemption') relating to Petition number(s)PL-128-19 VA-147-19 VA-149-19 VA-150-19 OT- 148-19 SP79-19 2. Pursuant to Sec. 610-20(D) of the Land Development Code ("LDC") of the Code of Ordinances of the City of Dania Beach, Florida, I understand that there is a mailing date deadline for notices and that as the applicant for the petition, I must provide the City with: • One (1) set of Mailing Labels, and • One (1) copy of the mailing list for all property owners who or which own property located within 450 feet of the subject property. 3. I understand that I am legally responsible for timely providing the City with the mailing labels and mailing list a minimum of twenty-five (25) days prior to the mailing date (for projects which may have more than 200 mailings, I understand that City staff may request labels even earlier). The mailing date is , 20 . I am also aware that pursuant to LDC Sec. 610-30(D)(3), "[T]he mail notice shall contain substantially the same information as provided in the newspaper advertisement for the same application, and shall also contain the legal description of the subject property, the approximate relation to the nearest cross street(s) and a map or demarcated aerial photograph showing its approximate size, location and relationship to adjacent properties." 1 4. If I do not timely provide the mailing labels and mailing list, the City will need to delay the processing of the application. OWNER OR REPRESENTATIVE: JOINT OWNER(IF APPLICABLE) Signature Signature PRINT Name PRINT Name Title Title IF CORPORATION LIMITED LIABILITY COMPANY LIMITED PARTNERSHIP OR OTHER ENTITY: Cutro & Associates :�ature uI i Legal Name of C tiers or Entity) r� Christina Mathews PRINT Name MGR Title On tic.lvV�c 20 ,personally appe��+ and (if applicable, if there is a co-owner) , as the Owner(s) of the property described above. Such person(s) is/are personally known to me or produced his/her/their identification. _'4r3'r f NOTARY PIOBLIC 7 ' State of Florida My Commission Expires: —c �1 Z YP , NATALIE BEDELL Notary Public-Slate of Florida •: Commission 9 GG 065714 Ng• My Comm.Expires Jan 24,2021 °FF`••' Bonded through National Notary Assn 2 �SW'3ST 'gT O T � 7 F O h i b ,34 SW"TH ST y Qf� 2 P N � a �m P 0 b P .o P pA� vp of y O ,A a Q � O O O a � 0 a o al a m ta n ao o a • U O -• E z • E 0 iizss 22$ ISO TYR�Y Kx F �'��FLIAR snr;.wtirto 3998 SW22Im AVE Feet BROWARD COIIPTY PROPERTY APPRAISER DATE OF PMNI': 08/01/2019 FOLIO—NUMB :NAME ADDRE55_LI CITY ISTATE :ZIP EZIP4 IL_EG_A_L :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF 504228000010 :RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE :FL j33309 3421 'i28-50-42POR OF CSX RR R/W ..------•--------------- -- ---------•--.._......•--•••..........•------------------------------------------ ------------------------------------------------..-... .................................�.............. ... - lREEDLAND CO SUB 2-32 D28-50-42LOT 10 N 218.70 ... :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF ' 'OF S 368.70LYING W OF SAL R/W BLK 2LESS POR OF 504228010051 :RIGHT OF WAY i3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL .............................. --- ...... ........................ ........... ........................................................................................... ....._._.._._......------•,----------._....._............---------------...._................................-----------W DEPT OF TRANSPORTATIONOFFICE OF i REED LAND CO SUB- D 28-50 42LOT 10 S 150 W 504228010060 :RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE !FL :33309 :3421 OF SAL R/W BLK 2LESS POR OF CSX RR R/W .........................•... --•----_--.......1-1 --------------•------- -------- .....-..._..... .-._....-..-.-_--------------- - ........ .:. .......---<- - - :FLORIDA DEPT TRANSPORTATIONOFFICE OF (REED LAND CO SUB 2-32 D 28-50-42LOT 11 Nl/2 OF 504228010070 :RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL :33309 3421 IN /2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF TREED LAND CO SUB 2-32 D 28-SO-42LOT 11 N1/2 OF 504228010070 ;RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE 'FL j33309 :3421 INl/2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W ......................................................... ......_..................................................................................------.------------------......--....._... f FLORIDA DEPT OF TRANSPORTATIONOFFICE OF : REED LAND CO SUB 2-32 D 28-50-42LOT 11 S1/2 OF 504228010080 :RIGHT OF WAY '3400 W COMMERCIAL BLVD FORT LAUDERDALE iFL 33309 :3421 IN /2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF REED LAND CO SUB 2-32 D 28-50-42LOT 11 Sl/2 OF c^1228010080 :RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL :33309 :3421 :Nl/2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W ----------------------------- .._....... --.._...................... ..................., ------------- 50-42POR OF NWi/4 OF SEC 28 DESC AS:COMM AT jSW CDR OF NW 1/4 OF SAIDSEC:ALG S/L OF NW 1/4 NE j '574.33,TO POB,THEN ALG W/R/W/L,NW561.32,NW 121.89,NW 1654.57 THENALG CURVE 270.23 TO W/L �OF SEC,THEN NW ALG W.L 133.73 TO NW COROF :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF jSEC,THEN NE ALG N/L 77.60,THEN ALG CURVE, 504228010330 ;RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE TL :33 -- 1- 'iGOTTUE6 SUBDIVISION 125 1 BTHAT PT OF PARCEL IADESC AS,BEG NW CDR PARCEL A,ELY 76.73,SELY 504228080010 !CUBESMART LP%PTA-CS#304 'PO BOX 320099 ALEXANDRIA 'VA 22320 0156 1369.39,WLY 234.94NLY 335.23 TO POB !GOTTLIEB SUBDIVISION 125-1 BPARCEL A LESS THATPT :DESC AS,BEG AT NW CORPARCEL A,ELY 76.73,SELY :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF I369.39,WLY 234.94,NLY 335.23 TO POBLESS POR OF 504228080020 :RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE FL 33309 3421 _CSX RR R/W 504228100010 ECUBESMART LP%PTA CS#304 :PO BOX 320099 ALEXANDRIA WA :22320 :0156 :GOTTLIEB SUBDIVISION NO.2128-29 BTRACT A ---------... _.• .-.........._......_........... - ------------------------- :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF i - - - ---•................................................ .......... .................................. :29-50-42POR OF CSX RR R/W LYING 504229000010 (RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL :33309 :3421 ;WITHINUNINCORPORATED AREA - - ----------- - ------------------•--...-----_........................................:......................................... -- -•----•-------- -+----- -.;-----------4--------------------------............................_------------------------- ............... TFLORIDA DEPT OF TRANSPORTATIONOFFICE OF i i i29-50-42POR OF CSX RR R/W LYING WITHINDANIA 504229000011 :RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE ';FL :33309 !3421 !BEACH ....................:..................--... ---------.........._..............---•-..........:_..•---.......-......_............._....... .............. ------ ......... -------- ';MARSHALLS EVERGLADE SUB 2-32 D29-50-42LOT 2 N Sv_42.29.010050 :MORAITIS,STUART G :2833 NE 24 ST :FORT LAUDERDALE IFL :33305 !82.75 OF S 2-57.75 OFW 204 OF E 454 BLK 1 ............................................... - - - - -------------'...... -.......---------................... COUNTYBOARD OF COUNTY !MARSHALLS EVERGLADE SUB 2-32 D29-50-42LOT 2 N 504229010051 :COMMISSIONERS 115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE jFL :33301 :1801 182.75 OF S 257.75 LESSE 454 BLK 1 :BROWARD COUNTYBOARD OF COUNTY 'MARSHALLS EVERGLADE SUB 2-32 D29-50-42LOT 2 W 504229010052 'COMMISSIONERS 1 1 5 S ANDREWS AVE RM 501-RP FORT LAUDERDALE FL 133301 :1801 :205 OF N 62.75 OF S 175BLK 1 - - =- - - ---------- ---•---- ---•-- ..._................... . - ..... MARSliALLS EVERGLADES SUB 2-32 D29-50-42ALL !THAT POR OF N 1/2 OF LOT 1,BLK 1,LYING WITHIN 35 !FT OF E/LOF SAID SEC AND ALL THAT PT OFS 112.25 :BROWARD COUNTYBOARD OF COUNTY 'OF LOT 2,BLK 1,LYINGWITHIN 35 FT OF E/L OF SAID 504229011640 :COMMISSIONERS E1 1 5 S ANDREWS AVE RM SO1-RP FORT LAUDERDALE IFL 33301 i1801 'SEC I MARSHALLS EVERGLADES SUB 2-32 D29-50-42ALL 'THAT POR OF N 82.75 OF S257.75 OF LOT 2,BLK 1 I 'LYINGWITHIN 35 FT OF E/L SAID SEC 29,AND ALL THAT ?BROWARD COUNTYBOARD OF COUNTY j IPT OF N 62.75 OF S175 OF LOT 2,BLK 1 LYING 504229011650 ;COMMISSIONERS ;115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE 'FL 33301 '1801 lWITHIN35 FT OF E/L OF SAID SEC 29 ---.............._......._..---.._.. - -----•--------- -._.........._..------------------------------•-----....._._...................... - ... ..........................._........................... :WILMA MANORS 31-4 BPORTIONS OF LOTS 1-4,BLK 2 BROWARD COUNTYBOARD OF COUNTY jANDADJ RIGHTS OF WAY LYING WITHINDANIA BEACH AS 504229090200 :COMMISSIONERS :1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL j33301 :1801 :PER MISC MB 8 23 Page 1 of 3 WILMA MANORS 31-4 BPT OF LOT 2 DESC AS,BEG AT !SWCOR OF LOT 2,NLY ALG W/L 31.51,SELY ARC DIST 504229090211 !811 LLC 1810 NE 20 AVE FORT LAUDERDALE !FL 133304 133.07,WLY 10-19 TOPOB BLK 2 ............................... ...................-•--........................................................ ............... ....................... - j ........... WILM! f SC AS,BEG,4T-- A MANORS 31-4 BLOT 4 LESS PT DESC 1NE COR OF LOT 4,W 68.60TO BEG OF CUR,SELY 31.87 ITOP/R/C,SELY 130.47,ELY 5.14TO SE COR,NLY 142.07 504229090231 DACKSON PROPERTY 2150 LLC •.2150 SW 38 ST FORT LAUDERDALE IFL 133312 'TO POBBLK 2 - ...................---------......--------. •---- - ------ ------------- --------------------------------------"--------------------------------------------------......-. 504229090240 :ALIAGA,PEDRO ANTONIO y2140 NE 18 AVE FORT LAUDERDALE �FL Y33305 WILMA MANORS 31:4 BLOT 5 BLK 2 -------- --•-"•-----2 A-- -- ----------------- 504229090250 ;N&D HOLDINGS INC :5310 W STATE ROAD 84 FORT LAUDERDALE IFL :33314 1240 1WILMA MANORS 31-4 BLOT 6 E1J2 BLK 2 j IWILMA MANORS 31-4 BLOTS 7 THRU 11 &LOT 1 LESS E ' 15 THEREOF&LESS PAR 1141N CA 85-7376,DESCRIBED jAS:COMMSE CDR OF NEl/4 OF SEC 29-50-42,N :1366.13,W 35 TO POB,W 114.83,NWLY 46.17,NWLY 166,E 109.78,S95.04 TO POB&LESS POR DESC ASCOMM !AT SE OF NE 1/4 OF SEC 29,N 1650.25,W 35,W 1 ZO,S '229090350 811 LLC 1810 NE 20 AVE FORT LAUDERDALE IFL 33304 ! 1142.07 TO j iRAVENSWOOD HEIGHTS 31-6 BTRACT A LESS COMM SE COR OFNE1/4 OF SEC 29,NLY ALG E/L1122.33,WLY j35.00 TO SE CDR OFLOT A&POB,WLY 30.84 TO jP/C,NWLY 177.71 TO P/C,NWLY 33.53 TON/L OF LOT A,ELY 88.94 TO NE COROF SAID LOT,SLY 193.80 TO 504229110010 iSOFINITE LLC :3901 ANGLERS AVE FORT LAUDERDALE iFL '33312 y IPOBR/W FOR RAVENSWOOD RD ....----------------......................- -----•-•------..............................-- RAVENSWOOD HEIGHTS 31-6 BTR B 51/2,LE5S E 20 504229110030 'FREEMAN BUILDING LLC :201 NE 3 AVE DANIA BEACH !FL :33004 2911 1FOR RD jRAVENSWOOD HEIGHTS 31-6 BTR B N1/2 LESS COMM ISE CDR OFNEI/4 OF SEC 29-50-42,NLY ALGE/L i1122.33,WLY 35.00 TO NE COROF SAID LOT B& jPOB,WLY 30.84TO P/C,SELY 97.82,ELY 504229110040 EMORAITIS,STUART G A2833 NE 24 ST FORT LAUDERDALE �FL h33305 ! 118.17,NLY96:98 TO POB FOR RD 504229110050 :MO .............................................--......_----- r............ ....... 5 042291 1 0060 :MORAITIS,STUART G !2833 NE 24 ST FORT LAUDERDALE !FL 33305 i RAVENSWOOD HEIGHTS 31-6 BTRACT C Nl/2 .............................. ..............•------------•-"----.._...-.-.....-....-----------------------------------------"---------_---------------------------•---------------------------------- - ..........---------- ---------------.....---------------•---"--•-----...-.-.-.-...-......----------------------•---•---- 504229110070 :MORAITIS,STUART G :2833 NE 24 ST FORT LAUDERDALE IFL :33305 ! IRAVENSWOOD HEIGHTS 31-6 BTR D :BROWARD COUNTYBOARD OF COUNTY : T 504229110080 (COMMISSIONERS................... _ 115 S ANDREWS AVE RM 501-RP FORT jFL 33301 18 RAVENSWOOD HEIGHTS 31-6 BTRACT E E"__" 01 � 89.56 ;BROWARD COUNTYBOARD OF COUNTY '---------------•----------------------.....---..............................-•---•--•-------•--- 229110081 !COMMISSIONERS :1 15 S ANDREWS AVE RM S01-RP FORT LAUDERDALE !FL j33301 ::1801 jRAVENSWOOD HEIGHTS 31-6 BTRACT E LESS E 89.56. .......... ------------------------------ ---------------....-.-..----------------------:.................._.. ..............................................------------............+.............--------...................r........................................................... •-................. .............. BROWARD COUNTYBOARD OF COUNTY I 504229110090 :COMMISSIONERS :115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE fFL 33301 :1801 'RAVENSWOOD HEIGHTS 31-6 BTRACT F NI/2 .........................--- -----------_.............•-----•-----...............................-.........................................................---......_................................ A -........... `BROWARD COUNTYBOARD OF COUNTY 504229110091 :`COMMISSIONERS 115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE !FL i33301--- :1801 'RAVENSWOOD HEIGHTS 31-6 BTRACT F Sl/2 BROWARD COUNTYBOARD OF COUNTY ---------------------------------------------------------------.......................... i 504229110100 COMMISSIONERS :115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL :33301 ::1801 !RAVENSWOOD HEIGHTS 31-6 BTR G N1/2 :BROWARD COUNTYBOARD OF COUNTY 504229110110 •:COMMISSIONERS :115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE jFL 33301 1801 RAVENSWOOD HEIGHTS 31-6 BTR G S1/2 --------------- -------------------------------- .................................................... ............................................................................................ ........•.. - ID&C PROPERTIES 111-49 BPAR A,TOG WITH D&C 504229310010 :ACP PARTNERS LLC :777 BRICKELL AVE STE 1360 MIAMI FL :33131 ; IPROPERTIESADDITION 1 13-20 B PAR A PORPERTIES 504229310020 (PUBLIC LAND%CITY OF DANIA BEACH 100 W DANIA BEACH BLVD DANIA BEACH jFL !33004 13643 DDEDCATED PERPLAT 1 14-49OROUGHFARES B -......................,...........------..................................... -- 1D&C PRRPERTIES 111-49 STHOROUGHFARES 504229310020 :PUBLIC LAND%CITY OF DANIA BEACH 1100 W DANIA BEACH BLVD DANIA BEACH IFL 33004 :3643 !DEDICATED PERPLAT 111-49 B D&C PROPERTIES ADDITION113-20 BS FT ADD'L R/W 504229320020 :PUBLIC LAND%CITY OF DANIA BEACH !100 W DANIA BEACH BLVD DANIA BEACH iFL .33004 :3643 (DEDICATED PERPLAT 1 13-20 B :.. - -•---------------------------"-----...----------------------'--•-•-------------------------------.._-.-...---•-------- ---- -------------------------...-"+-----------------------------•-----.......r..............P.......-- 2"-----1 --------------------------------------------------------- 504229370020 IHARpEE,STEVE :5500 WOODLAND LANE FORT LAUDERDALE IFL ;33312 6250 IGATTO PLAT 126-41 BPARCEL B Page2of3 EBROWARD COUNTYBOARD OF COUNTY 1RAV€NSWOOD FILL AIRPORTREDEVELOPMENT(PLAT 504229430030;COMMISSIONERS i 1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE `;FL 33301 :1801 12)159-19 BPARCEL C :............. -•-----------......------------------------..............---------------------..........-.... -................ :BROWARD COUNTYBOARD OF COUNTY .. i !RAVENSWOOD FLL AIRPORTREDEVELOPMENT PLAT 504229430040 ;COMMISSIONERS 1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL ;33301 1801 I2)159-19 BPARCEL D ................................................. .. .....----• _........_....................._.... --------..................................-• :BROWARD COUNTYBOARD OF COUNTY iRAVENSWOOD FILL AIRPORTREDEVELOPMENT PLAT 504229430080 :COMMISSIONERS '•1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL :33301 :1801 12)159-19 BROAD RESERV'N(SW 39 ST) 504229460010 :RAVENSWOOD UNITED LLC 326 NE S AVE DANIA BEACH ,FL 33004 A..-.. UMT PARCEL 171-125 BPARCEL A 504229580010 :ARG OFFICE LLC 3495 SW 9 AVE FORT LAUDERDALE €FL !33312 ARG 183 258 BPAR A ..................^---------------------.........----•-.................................--- ------. - .........._....-----................----..........................•..------.............i..............,..............,........... ------..... .... :ARG OFFICE LLC/DDCTD PUBLIC%CITY OF ARG 183-258 BRIGHT OF WAY DEDICATED TO 504229580020 ?DANIA BEACH 100 W DANIA BEACH BLVD DANIA BEACH IFL '33004 13643 ITHEPUBLIC BY THE PLAT Page 3 of 3 t , AFFIDAVIT CITY OF DANIA BEACH,FLORIDA COMMUNITY DEVELOPMENT DEPARTMENT POSTING OF PUBLIC HEARING NOTICE SIGN STATE OF FLORIDA COUNTY OF &-1d BEFORE ME, the undersigned authority, personally appeared Christina Mathews who, after being duly sworn,deposes and says: 1. 1, Christina Mathews ,am an individual over the age of 18 years old and (Prim Name) (CHECK APPLICABLE SPACE) 1 am the property Owner, OR X I am a representative of the property owner(s), StuartG.Moraine and for property located at 3998 SW 22 Avenue (the"Property"),and this sworn statement pertains to the application for see below , relating to Petition number seebetow in the Code of Ordinances of the City of Dania Beach,Florida. Site Plan,Plat.Vannaces,Exception SP-79-19/PL-128-19NA-147-19NA-149.19NA 150-191OT-148-19 2. Pursuant to Sec. 610-30(B)(1) of the Land Development Code of the Code of Ordinances of the City of Dania Beach,Florida,on October25 ,2019 ,I posted,or caused to be posted,a public notice sign along street frontages of the subject Property,with the sign being at least three(3)square feet in area,and between ten(10)and twenty(20)feet from the edge of street pavement in a manner so as to be completely visible from the public rights-of- way. The public notice sign was posted more than ten (10) days before the scheduled public hearing. I ant aware that the Code Section cited above requires the sign to slate and contain the following information: PUBLIC HEARING NOTICE Petition number; Date; Time;and Telephone number of the City's Community Development Department. 3. A true and accurate copy (copies) of the subject sign(s) is/are attached to this Affidavit and incorporated by this reference. Lajoie, Corinne From: John Beach <john@vickarch.com> Sent: Wednesday,October 16, 2019 S:22 PM To: Lajoie,Corinne Cc: Estefania Mayorga; Stephanie Toothaker; Engineering Review, engineering; Rodriguez, Fernando J. Subject: FW: DRC case#SP-79-19 -traffic statement approval Attachments: Outboard Dynamics Traffic Statement Digital Copy,pdf Corinne, Please see below from Curt re:the traffic statement.Thank you John Beach Robert Vick Architect 954-463-6340 This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer From:engineering<engineering@daniabeachfl.gov> Sent:Wednesday, August 07, 2019 2:22 PM To: Lajoie, Corinne<clajoie@daniabeachfl.gov> Cc:STUART MORAITIS<sgmoraitis@bellsouth.net>;John Beach<john@vickarch.com>; EngineeringReview <engineeringreview@daniabeachfl.gov>; Rodriguez, Fernando J. <frodriguez@daniabeachfl.gov> Subject: RE: DRC case#SP-79-19-traffic statement approval Corinne, The attached traffic statement is hereby accepted and approved. Please let me know if you need anything else from Public Services in reference to this project. Thank you, Curt A. Keyser, P.E. Consultant Engineer ( City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road j Dania Beach, FL 33004 DA uvuv t n ta+c u.BEACH �Art phone: 954-924-6800 x3615 I Fax: 954-923-1109 Please note:Florida has a very broad public records law.Most written communications to or from City officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:John Beach fmailto:iohn@vickarch.com] Sent:Wednesday,August 7, 2019 2:09 PM To:engineering<engineering@daniabeachfl.gov>; EngineeringReview<engineeringreview@daniabeachfl.>ov>; Rodriguez, Fernando J.<frodriguez@daniabeachfl.eov>; Lajoie, Corinne<claioie@daniabeachfl.eov> 1 Cc:STUART MORAITIS<ssmoraitis@bellsouth.net> Subject: RE: DRC case#SP-79-19-traffic statement approval Mr. Keyser, Per our conversation earlier attached you will find a digital version of the traffic memo which is sealed.Thank you for your assistance with this matter. Have a good afternoon. John Beach Architect robert vick architect, pa p116 1600 ne 26th street suite A wilton manors,fl 33305 954-463-6340 . 954-463-6443 fax www.vick-architecture.com This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited, If you received this in error,please contact the sender and delete the material from any computer. From: engineering <eneineerine@daniabeachfl.gov> Sent:Wednesday,August 07,2019 10:57 AM To:John Beach <iohn@vickarch.com>; Enginee ring Review<engineerinereview@daniabeachfl.goy>; Rodriguez, Fernando J. <frodriguez@daniabeachfl.eov>; Lajoie,Corinne<claiofe@daniabeachfl.l±ov> Cc:STUART MORAITIS<sgmoraitis@bellsouth.net> Subject: RE: DRC case#SP-79-19-traffic statement approval Is the report sealed by the Engineer? I believe that was our previous request. Curt A. Keyser, P.E. Consultant Engineer ( City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DAMA bucH Phone:954-924-6800 x3615 I Fax: 954-923-1109 %Arr ttve n LOVE it Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:John Beach [mailto:iohn@vickarch.com] Sent:Tuesday,August 6, 2019 4:00 PM To:engineering<eneineerinl;@daniabeachfl.eov>; EngineeringReview<engineerinereview@daniabeachfl.eov>; Rodriguez, Fernando J.<frodriguez@daniabeachfl.eov> Cc:STUART MORAITIS<sgmoraitis@bellsouth.net> Subject: FW: DRC case#SP-79-19-traffic statement approval 2 Good Afternoon all, This is my third request, please advise on how to obtain the requested statement.Thank you John Beach Robert Vick Architect 954-463-6340 This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer From:John Beach Sent:Tuesday,July 30,2019 4:42 PM To: engineering<engineering@daniabeachfl.gov>; Engine e ring Review<engi nee ringreview@daniabeachfl.eov>; frodriguez@daniabeachfl.gov Cc:STUART MORAITIS<sgmoraitis@bellsouth.net> Subject: DRC case#SP-79-19-traffic statement approval Good afternoon all, We are currently undergoing DRC approval for the above project in Dania Beach. I have been issued this comment by planning and zoning: 'Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing.' I am reaching out in an effort to get the requested statement.The traffic memo was submitted with the DRC package, have also attached it to this email. Let me know if you require anything more from me at this time. Thank you for your assistance with this matter. John Beach Architect robert vick architect, pa P W 1600 ne 26th street suite A wilton manors, fl 33305 954-463-6340 . 954-463-6443 fax www.vick-architecture.com This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer. 3 GATOR ENGINEERING ASSOCIATES, INC. 11390 Temple Street Cooper City, Florida 33330 (954) 434-5905 LETTER OF TRANSMITTAL To: City of Dania Beach Date: October 3,2019 Planning Division Project Name: Outboard Dynamics 100 W Dania Beach Blvd GEA Project No. 19060 Dania Beach,Florida 33004 pl-128-19 Attn: Corinne Lajoie,Planning Manager We are sending the following items: No. Unit Description 1 Set Survey and Plat Sheets(2)(24 x 36) 1 Set Survey and Plat Sheets(2)(11 x 17) 1 Disc Survey and Plat Sheets(2) These are transmitted as checked below: x For Review/Approval _Sign&Return x Hand Deliver _For Your Use _For Review&Comment _Pick Up _As Requested _Resubmittal _Regular Mail _ _Federal Express Remarks: Copy to: Received by: Signed: Date: Reg' Bobo-Jack n,P.E. gat4ec@bellsouth.net Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ASO-24598-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hiliwood Parkway Fort Worth,TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Building OutboardDynamicsLLCBuilding2 Location: Fort Lauderdale,FL Latitude: 26-04-22.75N NAD 83 Longitude: 80-10-10.47W Heights: 9 feet site elevation(SE) 22 feet above ground level(AGL) 31 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) X_Within 5 days after the construction reaches its greatest height(7460-2,Part 2) Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started(not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Pagel of 4 (c) the construction is su,.,dct to the licensing authority of the Federa, Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination.In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part,on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates,heights,and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition;Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007,will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(847)294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ASO-24598- OE. Signature Control No: 413509111-418400369 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 T,,.�O Map for ASN 2019-ASO-24598-OE 7T «' , j • P �_ �l � .R � i�7 r' 3 I t Tj # f7` T 7s ( a �. ` '>' R ,j`S !• _� r' � , # i j,6.i ` •,.: 11�- ,- y •mil �-7A "� {-- py�'. t • a. 1• r i Yam. ��'" _ 1� �1y (_ •�ri ` � ; f 111 > s l w } t• R ��t..''r� t S � � � � ii�� t>f�J t "? ,m � t�� '�•R �a.<� �"_'! � .S y44..TTK'. l • �ye._ •, ice. .� *.C,-.j +. ro $,l � _ �{ !__ —�! � l � a� L2 Page 3 of 4 Sec.,.jnal Map for ASN 2019-ASO-24598-OL 1'J.DLJ e I i�s �� 6o r22.95•.. ♦ Mbldgs m"•"' •••''•• PO PAN * BE • ,`i 309 40 0 i4 r .—fi- .R� FT r25 12 . . . _ .. ^L J� •• Q•.i�I... 323 430 355 �.. •....CID .Fl See N4 �' Ms Supplement _ 420 /,•':�bldgs ror Class D,eff hrs ` ' • ( ) 'MOMKUCEP# �499 ... -- '1 42 40 A (495) �(435) 12 420 UC M 314 FORT bldgs UDERDALE 126.7 (DAVIE RCO 'B LMIAM7 40 TH PERRY,(HWO) S F� �� ,��,o'••.... .............rt:, NOR+ r CT 132 1*Q 1049 VPACH ATIS 135.475 r o30�� .� C) *11'33-1 22.95— (1019)� �ti (1041) RP....1.OR, �19R, 28R, 1 25 ,� I . .. .(315) L25J lo49 r I (1046)� 345 ® L PARK !� 0111) STADIUMS` �`'•. 649 M1-OPA OLDEN;GLADES ..•••'`��'': /•�• 649 x EXEC (OPF) ;�NTERCHANGEy''`,�;•'` ��`�'�-'�).-A � 5 Ri 75 ( "' r "'••See,NOTAMs/Supplement is 125.9 or for Class D eff hrs) 3 *i on 1� _ �.�1� 1 .or% .4 Page 4 of 4 Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ASO-24599-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth,TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77,concerning: Structure: Building OutboardDynamicsLLCBuilding3 Location: Fort Lauderdale,FL Latitude: 26-04-21.75N NAD 83 Longitude: 80-10-10.44W Heights: 10 feet site elevation(SE) 24 feet above ground level (AGL) 34 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s),if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) _X Within 5 days after the construction reaches its greatest height(7460-2, Part 2) Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis,we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started (not necessarily completed)and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Pagel of 4 (c) the construction is su,,,ect to the licensing authority of the Federa, Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates,heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007,will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes,derricks, etc.,which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(847) 294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ASO-24599- OE. Signature Control No: 413509112-418400368 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 T�_tO Map for ASN 2019-ASO-24599-OE Ft 41 41 lit a � �� ai� �'a`.� }a--.,,t�� t��`. �r F {.a }�•�� .v �� r--u+iA �I�• r '�'4'�,t—��l�,—e ��. .J:# �`� .� l°�., '9�� a �, t.. n`i'4 �kr� a g_ .AID �• i .ii^ ! — YJ{ r Jy'... IRS i�`. Tt F•_ .i �� #'/j` —_' 1 . 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M649 'ItsM OLDEN GLADES 649 [EXEC (OPF) ��NTERCHANGE'� ;a;•'•'• =M. �Y4. �75 Q346'•"'See-NOTAMs/Supplement IS 125.9 1- 'I ��, f orC lass D eff hrs` Page 4 of 4 Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ASO-24597-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Building OutboardDynamicsLLCBuildingl Location: Fort Lauderdale,FL Latitude: 26-04-22.78N NAD 83 Longitude: 80-10-08.52 W Heights: 8 feet site elevation(SE) 22 feet above ground level(AGL) 30 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) _X_Within 5 days after the construction reaches its greatest height(7460-2,Part 2) Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis,we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended,revised,or terminated by the issuing office. Page 1 of 4 (c) the construction is su-ject to the licensing authority of the Fedenn Communications Commission (FCC)and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part,on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates,heights, and frequencies or use of greater power,except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices,effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However,this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(847) 294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ASO-24597- OE. Signature Control No: 413509110-418400370 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 Tom.t O Map for ASN 2019-ASO-24597-OE IN i . . y _ o. •.. ;...:.ter !` �. A` TV-5 AVRIIJ—C -t-'..j�.L -m•.lk�� t :ri.` ^" :'k�.,,, c -G —._ / �Mwa d. I 4. !{ r ,�' ' „'""`g � ; �_1k �,,,. i f �IS'': a "� 'J' �'�C.l� i•. �,�s';�'ix--i � �;" �t r _ � � �. ! � �.•'f R J--�-4� t^�.`_.�! �1:: 5� ''`: tom,. x r J i �,�� ; ,. �t �,e. -- k."—� I�� ...,�" 1 t'..4��•,t f # .4� <, � zap„"::;•' .� :�,�r r ` t 1 Page 3 of See_.onal Map for ASN 2019-ASO-24597-0t, f�3 L 0 1,22.95•../ ,M,bldgs 309 40 s' 25 _-T y 2mom FT 430 � 3JC' 5 r r•...•wFl T See N17 (tll. /Supplement 323 420 !!. bldgs for Class D. eff hrs0499 ' ' ( ) KUCE , 2 40 AL 35) 12 cp 420 u 1 .314 FORT � bldgs UDERDALE 1267 [DAVIE RCQ 3 � MIAMI 0 40 — ap VQRT C H PERRY (HWO) �__� • ��•O..r..r......... ..r....s:� CT ; 132 1*Q sF ATis 135.475 1030� 1049 VPACH ,wow C19 *L.L33-122.95— (1019) 1-,,(1041) g 19R, 28R, 1 3,2 .� 25 ] 049 (315) L J 345 ® PARK r I Ft"64, (1046)f �I uC ,,fi(V STADIUM / '•. 649 MI-tOPA ` • EXEC OLDEN,GLADES OPF •• • r 649 • (* T ER C 3 H GE AN � ••�:�'- ,�4.675 (�} 'IN 346 See NOTAMs/SupplementC �S 125.9 1- M orr for Class D eff hrs, Page 4 of 4 roberr vick architect, p.o. p RESPONSE TO DRC COMMENTS(2nd Review) PROJECT: Outboard Dynamics LLC AUG 1 Z�n1 8.19,2019 ADDRESS: 3998 SW 22 Ave SP-7919 planning t All drawing revisions listed below have been clouded and marked w/DELTA'2' marten Departt Discipline Fire Reviewer Craig Braun,Fire Prevention Officer/Plans Eximinar Number Comment Response Site plan page SP-1 does not match the civil engineering water and Architectural site plan and civil engineering site plan have sewer plan. been coordinated to illustrate consistent information. 1 The fire hydrant between buildings 1&2 needs to be placed on the As discussed during staff review meeting the hyrdant other side of the street adjacent to FDC located between building 1 and building 2 remains unchanged to support manual fire fighting at building 1. 2 Buildings 2 and 3 will have fire sprinkler systems installed during construction and each will have a active siamese connection. Although the revised SP-1 shows the future intent of fire sprinkler As discussed at staff meeting buildings 2 and 3 will have risers to both buildings 1&2. It shall be understood x)"ig FDC for have fire sprinklers installed during construction.Building both buildings shall not have the Siamese connection installed on the will not have fire sprinkler nor will it have any plumbing in pipe above grade,but rather a cap on the piping above grade,until place for future sprinklers.The site plan and water sewer such a time that these buildings are actually provided with a fire plan have been updated to reflect this information. sprinkler system.In addition,the underground piping from the point of service including the underground piping to the FDC below grade 3 shall be subject to meeting the requirements of hydrostatic 2 hr/200 lb.pressure test and a re-evaluation of the UG pipe for any signs of deterioration,MIC,or obstruction of flow/Corrosion etc.as well as new signed,dated,&stamped,professional designers submission of adequate fire flow demand calculations and fire hydrant flow testing. 1600 re 26tn street site A wlton mcnors.flor'do 33305 (954)4453-6340 . fox(954)4.ro3.6443 . "ckor&,�0eortn1in1c.net AA 2916 ■ robert vick orchitect, P.O. Discipline Landscape Reviewer Jake Ripp Number Comment Response The arborist report did not include all specimen trees to be removed. Arborist report corrected as requested A specimen tree,as defined by the City,is any hardwood or conifer jthat has a DBH of 18 inches or greater 1 and any palm with a minimum of 6 feet of clear wood and a DBH of 12 inches or greater.Several trees and palms such as the avocado tree,strangler figs,and cabbage palms need to be included in the arborist report.Weeping fig is an exotic ficus and not eligible Specimen trees are mitigated solely by the specimen appraisal value Revised to specimen apprisal value 2 and not by canopy replacement.Remove the canopy of the specimen trees from the canopy mitigation calculation. The replacement tree price in the specimen tree appraisal formula Source and pricing provided,based on current availability must be the average of three published prices of a common,native, locally available Category 1A tree(a 3 minimum of 16 feet in height).Provide the sources that a Category 1A,not a Category 113,tree is$125.The City's current estimate for trees that meet the required height and DBH re uirements for 1A is 5800. Note that Category 1B trees should be used for non-specimen Revised as outlined 3a canopy mitigation calculations.This comment is specific to non- specimen trees. Two non-specimen trees,i.e.tree 17 and 22,were included in the Revised as outlined 4 report as specimen rees but do not meet the minimum 18"DBH requirement in the City's code.Remove these trees from the specimen tree appraisal and mitigate by canopy. Per Sec.825-140(C)(2),the lowest location score a specimen tree can Minimum score revised to reflect available option rather 5 receive is.5. than stated value Increase the score of tree U30 to the minimum of S. The canopy of dead trees(P1, P2,133)does not need to be mitigated. Plan and calculation updated 6 Update the disposition plan and mitigation calculations accordingly Per Sec.825-100(A)(5),new developments are required to have an Over-valuation revised as requested additional 50%tree replacement for all non-fleppc and specimen 7 trees.This 1.5 multiplier must be added to the total specimen value of trees to be removed and the canopy of all non-fleppc species to be removed. The proposed landscape design uses category 2 and 3 trees in place Acknowledged 8 of the category 1 trees throughout the site due to airport height restrictions. With a variance request,the City typically requests a form of Acknowledged compensation to make up for the function/intent of the code section that cannot be 8a met. Describe what alternative design element(s)are being proposed to compensate for the reduced functions provided by smaller Category 2 and 3 trees, Provide a variance for Sec.275-190 for the quantity of shade trees We will be applying for a varience for this requirement 8b compared to intermediate small trees and palms. 1600 me 26th street sure A wilton monors,florido 33305 (954)463-6340 . fox(934)403—443 . vnckorch@eor>nLnk.net . AA 2916 ■ robert wick architect, p.o. Provide a variance for Sec.275.120 for utilizing trees under 16 feet in We will be applying for a varience for this requirement 8c height for perimeter buffer trees The current calculation for perimeter buffer trees at 1 tree per 40 Tree spacing as proposed is deliberately done so as to 9 linear feet is a calculation used for category 1 trees.Since smaller accommodate mitigation trees,accomplishing the desired trees are being used,the spacing can be reduced and still comply effect just the same with spacing requirement outlined in 275-190 H . The proposed tree spacing for the two southern VUA terminal Spacing revised as requested 10 parking peninsulas is insufficient(between the dahoon hollies and the silver buttonwoods).Per Sec.275-190(H)(2),non-shade trees must be spaced a minimum of 15 feet from other trees. 11 Provide the canopy spread(in feet)for each tree on the tree Canopy info provided as requested disposition table. 1600 ne 26th street I sure A wilton monors,iiorido 33305 (954)463+0340 . Fox(954)463r0443 . vlckorchVeorthfink.net . AA 2910 ■ robert wick architect, p.o. Discipline Engineering Reviewer Manny Vega,PE&Curt Keyser,PE TIER 1: Number Comment Response Please,provide copy of Unity of Titles,plat,re-plat,easement(s), Acknowledged vacation(s)and/or dedication(s)recorded prior of issuance of Building Permit(As applicable).Shall be recorded in the Broward County Public Records.The project will need to be re-platted and 1 recorded with Broward County due to the age of the current plats. The Building permit will not be issued until completion of the platting process.Verify if Utility easement to be vacated and along SW 22nd Avenue has a 25'easement/ROW. Verify 25'ROW dedication shown on SP-1 and new relocation of 5' This information is confirmed and 10' Utility Easement at the South of Parcel 2 and on the West of 1-additional Parcel 1 respectively.Verify,on the North area of the property 10' Utility Easement running along the swale area/curb.Proposed dedication to the City. Per Sec.605-30(k).A memorandum of agreement summarizing the Traffic Memo was approved by Curt A.Keyser via email on traffic study's proposed project—specific methodology,including any 08/07/2019,Corinne Laloie acknowledged on deviations from guidelines contained in the Recommended Practice, 08/08/2019. must be approved by the Community Development Director prior to preparation of the Study.A traffic impact study is required to supplement a development application that,if approved,would generate in excess of fifty(50)gross peak hour trips,provide a Traffic Statement-Estimate Report based on applicable trip generation rate(s)in the ITE-Institute of Transportation Engineers'Trip Generation manual,most recent edition(10th Edition).Traffic Impact 2 Study shall be based latest editions of the following:Transportation Impact Analyses for Site Development:An ITE Recommended Practice, 2010;the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook;the 2014 Broward County Comprehensive Plan—Transportation Element;the City of Dania Beach Land Development Code and other related published literatures.Traffic Study/Statement with its methodology was provided pending review and approval by City Engineer.A copy of a Traffic Statement was provided by Trafrech Engineering,Inc.pending approval by City Engineer. Please,provide copy of Boundary and Topographic Survey dated, Survey is provided with this submittal. signed and sealed by a Florida Registered Professional Land Surveyor showing all existing Utilities and PGD plans including elevations of adjacent streets SW 22nd Ave and Ravenswood Road.Copies of 3 survey showing separate parcels were provided but it needs to be provided all the unified parcels as a whole similarly as shown in Page 2 out of 10.In survey missing to be identified PL,ROW lines, dimensions e.g.East of Parcel 1. Site Plan SP-01 was provided missing FDOT Index 546 Visibility A sight triangle per FDOT Index 546 has been added to the 4 Triangle at entrance of driveway neither on civil plans.Identify PL, Signing and Marking Plan. ROW lines and dimensions on Civil Plans. 1600 ne 26th street suite A wilton worors,florido 33305 (954)4453-0340 . fox(954)4453-0443 vckorch&Deortnlink.net . AA 2916 robert vicic orchitect, p.o. Please,verify point of location/intersection and distances of dl=350 The Site Visibility Triangle per FDOT Index No.546 can be 4-additional and dr=225 including speed.BC and City Public Works Access found on sheet 8 of 10 of the civil engineering plans.The driveway permits for Ravenswood Road and SW 22nd Ave.must be Sight Distance Left(dQ of 350 feet could not fit on the provided prior to issuance of Building Permit. plan so it is described in text. A proposed preliminary Paving,Grading and Drainage was provided Our office has prepared water management calculations on Page 3. Please provide copy of Drainage calculations including the in accordance with the criteria and data listed in the Geotechnical Report to support proposed Drainage South Florida Water Management District Volume IV system and grading layout.Verify notes on plans for NGVD and NAVD Manual.A standard exfiltration test is included with the 1988.Also,25—100 Years-3 Days Rainfall.Re visit your proposed calculations.The design storms listed by the City of Dania FFE of Building 1 at 8.00'NAVD having a Flood Zone Beach have been evaluated in the calculations.The 5 AH (6.00)and other buildings with higher elevations shown in SP-1. grading and drainage design reflects the design elevations established as a result of the calculations.The calculations ialso include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. SP-1.Sec.265-110(6)A minimum stacking area of 25 feet is required We are applying for a varience for the stacking distance at between the property line and the entrance to the first stall. building 3 Se.265-150(E (3)Minimum access width dimensions at the street of This criteria has been met Two Way).Twenty-five 25 feet Preliminary copy of Surface Water Management Calculations was Our office has prepared water management calculations provided with Geotechnical Report,showing only Post and Pre in accordance with the criteria and data listed in the Development calculations but missing 10 Year-1 Day Rainfall South Florida Water Management District Volume IV and Elevations of Pre are lower than Post.Missing Cascade reports Manual.A standard exfiltration test is included with the with no discharge.On sheet 3/8 was shown 100 Year—3 Day and 10 calculations.The design storms listed by the City of Dania Year—1 day at 5.5'and 3.5'NAVD.Please re-visit Beach have been evaluated in the calculations.The calculations.Please,Clarify what Detention and Basin areas. grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and 5 additional water quantity conditions. I On sheet 3 of 8,we listed 100 year-3 Day and 10 year-1 Day elevations established by Broward County at least 15 years ago.For purposes of the compensation storage (import/export)calculations for this project,we will use the FEMA base flood elevation of 6.00 navd for the 100 Year Elevation. We labelled the dry retention areas at the east and west end of the projects. Preliminary Utilities—Water and Sewer—Plan was provided in page All conflicts and points of connection for watermains, 6 4 missing points of connections e.g.tee,etc.and FDC(If Applicable). firemains,and sanitary sewer mains are shown on the Water and Sewer Plan Clarify 4"DIP WM connection.Identify points of conflict between All conflicts and points of connection for watermains, utilities and drainage system.Verify private lift Station, firemains,and sanitary sewer mains are shown on the Water and Sewer Plan,The Water and Sewer Plan identifies all conflicts with proposed pipe inverts for water,sewer,and drainage BC and City Utility Connection permits must be provided prior to Acknowledged issuance of the Building Permit. 1600 n_e 26th scree' suite A Wilton r nors,Aorldo 33305 (954)463-6340 . Fax(954)4o3-64h3 vc crc o@ac thl nk.net AA 2916 ■ robert vick architect, p.o. Provide drawing file(dwg or dgn)disk of the approved site plan in Our surveyor is currently in the process of assigning State Florida State Plane Coordinate(NAD 83).This should be addressed as Plane Coordinates to all watermain bends,tees,gate part of the Final Submittal. valves,and sanitary sewer features of this project. TIER 2: Number Comment Response .................... Identify ROW lines and dimensions on SW 22nd Avenue and Right of Way lines are identified along with widths.The Ravenswood Road Please,clarify driveways encroaching into SW right of way widths for Ravenwood Road varies and is 1 22nd Ave.Verify,if S'Utility easement are going to be vacated and if inconsistent in front of our project, proposed easements are going to be required. We will vacate the 5 foot utility easements wherever possible with utility providers approval. Identify in Civil drawings geometric dimensions like width of We have added additional geometric information for 2 driveways aisles,loading parking, vehicular use areas on sheet 8 of 10. proposed turn around areas and others. Provide cross sections of proposed ROW on all the surrounding A roadway cross section has been added for SW 22nd Ave streets. on Sheet 3 of 10.Roadway and Parking cross sections are 3 already shown on sheet 3 of 10. Provide copies of approved permits from City of Dania Beach, Once site plan approval is granted by the City,we will Broward County and FDOT for submit driveway connection permit applications to 4 driveway(s)access and utilities connections(As applicable). Broward County(Ravenswood Road)and SW 22nd Ave (City of Dania Beach. Provide Maintenance of Traffic(MOT)Plan by the General Contractor Maintenance of Traffic plans will be prepared and S .This will be required if submitted by the contractor for any work performed Improvements or cuts on The ROW are required for Utility within Ravenswood or SW 22nd Ave right of way. connections. A complete Paving,Grading and Drainage Plan(s),including the sizes Each proposed catch basin or yard drain is fully described 6 and dimensions of all at the call-out leader.Sheet 3 of 10 is the complete Paving storm-water infrastructures.Provide Drainage Structures Tables. and Drainage plan for this project. Provide drainage calculations and geotechnical information Our office has prepared water management calculations supporting the proposed drainage in accordance with the criteria and data listed in the design including its connection with existing system. South Florida Water Management District Volume IV Manual.A standard exfiltration test is included with the calculations.The design storms listed by the City of Dania Beach have been evaluated in the calculations.The 7 grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. 1600 ne 26th street suite A w3ton monors,florido 33305 (954)46345340 . fox(954)463-6443 v�ckorchLweorrhiink.net . AA 2916 ® rabert wick arcnifiect, p.a. Provide a copy of pre--and-post development storm-water Our office has prepared water management calculations management and drainage in accordance with the criteria and data listed in the calculations.The City specifically needs the following information: 10-South Florida Water Management District Volume IV year,25-year,and 100-year Manual.A standard exfiltration test is included with the 24-hour and 72-hour flood stage elevations respectively. calculations.The design storms listed by the City of Dania Beach have been evaluated in the calculations.The g grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. Provide an on-site drainage system—plan-along with storm-water Our office has prepared water management calculations management calculations in accordance with the criteria and data listed in the (signed and sealed by a registered professional engineer).The South Florida Water Management District Volume IV calculations shall show how the Manual.A standard exfiltration test is included with the minimum road crown and finished floor elevations are met,and how calculations.The design storms listed by the City of Dania 9 the 25-year,3 day storm event Beach have been evaluated in the calculations.The is maintained onsite with zero discharge to the ROW and adjacent ;grading and drainage design reflects the design elevations properties.The site must store at established as a result of the calculations.The calculations least the 25-year,3 day event onsite with NO EXECPTIONS. also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. Proposed grading and drainage plan shall be based on the storm- Our office has prepared water management calculations water management calculations, in accordance with the criteria and data listed in the Identify minimum paving elevations from drainage calculations. South Florida Water Management District Volume IV Manual.A standard exfiltration test is included with the calculations.The design storms listed by the City of Dania 10 Beach have been evaluated in the calculations.The grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. Storm-Water quality design shall be provided in the amount of 2.5 Our office has prepared water management calculations inches times the percent in accordance with the criteria and data listed in the impervious or the first 1 inch of rainfall over the entire site whichever South Florida Water Management District Volume IV is greater. Manual.A standard exfiltration test is included with the This calculation will be provided along with the updated complete calculations.The design storms listed by the City of Dania drainage analysis for permitting. Beach have been evaluated in the calculations.The 11 igrading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. 1600 re 26th street Suite A ww,ton m nors,Aorido 33305 ,954)463-0340 . fox(954)463-0443 v+ckorrhgeortHink.net . AA 2916 ■ robert vick architect, p.c. Provide location of building roof drains,and their proposed The roof downspouts are shown on the rear of the connection(s)to the on-site drainage buildings.The downs spouts discharge at grade.The 12 system.(As applicable) discharge flows overland to designated Swale areas as shown on the Paving and Drainage Plan. Drainage shall adequate to protect rooms in new structures designed The FEMA flood contours for this site can be found on our for occupancy from the P&D plan and the survey.The drainage calculations 13 100-Year flood elevations based on FEMA.Show and identify indicate all applicable design stages. elevation from drainage calculations. Provide copies of Broward County 100 Year Elevations and FEMA Flood Desi nations maps. Provide a complete Water and Sewer—Utilities-Plan,including any Sheet 4 of 10 is the Water and Sewer plan.All existing and existing water main,force proposed utilities are shown on this plan with 14 mains,gravity mains,etc.(Show all material&pipe sizes on the corresponding sizes,pipe material,and slopes as plan). necessary. Preliminary Utilities—Water and Sewer-Plan must be provided All conflicts and points of connection for watermains, missing existing Water Main firemains,and sanitary sewer mains are shown on the 14.1 and Fire connections lines.Missing points of connection in water Water and Sewer Plan. system and pending to be shown Points of conflict between utilities Minimum separation) Provide utility piping conflict details plan,along with documentation The Water and Sewer Plan identifies all conflicts with 15 to demonstrate proposed pipe inverts for water,sewer,and drainage. acceptability of the separation between water,sanitary,storm-water services lines. In compliance with Article 805.CONCURRENCY OF DETERMINATIONS The Water and Sewer Plan has a"Wastewater of the City Code Calculations"description found on the right side of the of Ordinances,applicants shall provide projected water demand, sheet. 16 sewage and solid waste generation amounts in tabular format—utilities—plan.Please provide calculations to support tabular projected generation amounts. Backflow preventers should not encroach on sidewalks A note indicating that no backflow preventers should encroach into any sidewalk,roadway,or parking areas. 17 Show also all existing and proposed utilities on the landscaping plans The requested information has been added to the 18 for potential conflicts and landscape plans. also Sight visibility triangle 19 Provide a Complete Pavement,Marking and Signage Plan with Sheet 8 of 10 is the Signage and Pavement Marking Plan details. I for this project. 1600 ne 26tn stree- suite A wlton manors,Borido 33305 (954)463-6340 . fox(954)463-6443 . vickor&-geort linknet . AA 2916 roberfi wick architect, p.o. Discipline P&2 Reviewer Corinne Lajoie (954)924-6805 x 3704 Number Comment Response Previously addressed 1 the-. pli„ant See„ „ts bel.-w.Per Secti„n 635 50, plieatiep (!)Locations a Rd dimeRsioRs of a 11 existing and pFo posed rights of- Previously addressed 1{I) pedeStFian areas,and eth„ existing„hy al featPR eF aGlj. iniRg- M e 1ac@t;en ai„en-ri„ „d,.h. ranee.of„„„6tFwrti„„of Previously addressed 1(M) 2 Confirm application was properly completed,signed,and proper Acknowledged,Thank you application fee was paid. Must submit application,application fee,justification statement Acknowledged,Thank you based on criteria identified in the LDC,and any other documentation necessary for all Variances,Special Exceptions,Waivers,Design 3 Variations,etc needed for the project at time of Site Plan Submittal. Failure to do so will result in delay of the project.Submit Plat application,site plan cannot proceed to public hearing without the plat application running concurrently.2nd time requested. RIGHT-OF-WAY:Identify if R-O-W dedication is required for SW 22nd ROW dedication is required and is illustrated on sheet SP- Ave. 1 as'Proposed ROW Dedication.'Existing and Proposed 4 property boundaries are also illustrated on SP-1. UTILITIES:Identify projected water,sewer and solid waste demand Projected water and sewer calculations are on civil for the project.Must provide documentation from Public Services,or engineering sheet 4/10.Statement of demand availability 5 Broward County as applicable,stating capacity is available to meet will be submitted prior to public hearing. the projected demands prior to public hearing. 6 IMPACT FEES:Impact fees that will be required for the project at Acknowledged,Thank you time of permitting are attached. The proximity to the airport will be required FAA/BCAD-review and The approval process is under way the FAA,currently approval. awaiting response from FAA. Ge u„ty yiatien Dep@4.,.,„„t leGat„d at 2200 cini nc ctFeet c 't„ ASN:2019-ASO-24597-OE, 101,Dania Beach,o 33315 (954)359 6100 ASN:2019-ASO-24598-OE,& 7 ASN:2019-ASO-24599-OE Project Name:OUTBO-000538616-19 1e00 ne 26tn street suite A wilton r nors,forido 33305 (954)403/0340 . Fcx(954)463-9,443 AA 2976 ■ robert wick orcnitect, p.a. Previously addressed be calmed. 8 Tetal re-of e.yeF a identified as 71 533s f lR"Building "a total ef 21,380F}t1f12° Parking data revised per your comment 50(sterage— 1i;;,9005€T8#9WF9eFA=1A0QS4T5er:; ' . _ 9 1:500s.f.)Loading spaces cannot be counted toward required parking. Revise"Stalls Provided"from 36 to 35, 10 DARK! IG'ShP-lm[D 1 "Path)..Data"identifies Al PaFl;!Rg SpaGes Previously addressed PARKING.Per Section 265-110(C)(6)"When a row of parking stalls is We are applying for a varience for the stacking area which immediately adjacent to a driveway,a minimum stacking area of 25' is 17'10". is required between the property line and the entrance to the first stall" Parking for Building 3 provides appFeXimat:ely '17'10"setback. 11 Request a variance. j A variance request requires submittal of an application,an application fee of$2,000 for each requested variance,and a written justification statement addressing the variance criteria identified in Sec.625-40 of the City's LDR's.Must be addressed with next submittal.Revise accordingly. PARK!PIG:Pep Seetien 265 110(ry7)"Twe, a:rprti Rr nd 7 'a Previously addressed 12 LGA IDIN&Per S,etien 270 20(A)aminimum of e e leading space Previously addressed 13 FequiFed.Leading spaee must be s 1 y v x'. 14 USE!The P ,.,,. :a ,«:r I: geetien 115 An Previously addressed Pfeuiae m h: ,.•le paFki ft F ms;,•eint;fie4d in_Seetie_n Bike rack located on the North side of Building 3,Note 26-5 51—In data-table,identify FeqUiFed/pr9yided and show location moved to interior of building 3 for clarity. 15 on site plan.I see bubbled note but do not see the location of the bike rack on the site plan.Clarify. ROOF r1D�ACf UAAIIr'AI EQ IIPIVIE IT•nn.,.•«m.,..«. ..I,«:,,,...: Previously addressed 16 Industrial Design Standards,per Section 511-30,the following - 17 provisions appear to not be in compliance with proposed development,or inadequate information was provided. 17(B) Previously addressed 17(C) /C I hlaA .,.+;,.,.late,,walls shag h. ti;h« a Previously addressed Previously addressed 17(D) ure of;i Ah. Rt�;a cl 4;« « 1 a eR that* « 17(G) (G)The, 9f flat steP-1 AFMP-tal panels fee«he,,.,«,F;,..walls; Previously addressed 1600 ne 26tn street s ate A wllton morors,8ondo 33305 (954)41 3-63d0 . fox(954)4id3-6"3 . v(ckzrcngeortnrnk.net . AA 2916 robert vick architect, p.o. (1)Glass windows and doors must make up at least twenty-five(25) We are applying for an exception for this requirement. percent of the primary elevation and ten(10)percent of the secondary elevation.On ground stories,the minimum required glass fagade area shall be measured between a height of two and onehalf (2.5)feet and eight(8)feet above the abutting grade. Building 2, west elevation provide window percentage.Building 3,west 17(I) !elevation does not meet 10%requirement. Revise accordingly to meet code requirements or request an Exception Request an Exception to waive the requirements of this !section.Submit an application along with$500 application fee,and criteria statement addressing the criteria identified in Section 511- 20(B). in The eeleFaNein of all lawildiAgs-shall h. Rature blending with a Previously addressed 17(J) +.Re" r light pastel rzaieFs ed Semi+r.....-..-..ent stains are'reep-mPAP-Rded f9F appliC-atiGR on natural weed finishes. (l)Buildings should have eleaFly defined p laliG and., plr.ye'e Previously addressed Ryes cgs 17(L) a Arehes landscaping OA�-WeFk aFea eF storage dOOFS and epeR bays shall Rot open tewaFd Previously addressed 17(M) 9F etheFWise be visible fFOFR aRy of the de5ignated ffiAeipal Feads: A minimum distance of eight(8)feet shall be maintained between We are applying for an exception for this requirement. the front of any building,including any walkway immediately adjacent thereto,and the parking area.This space is to be reserved for landscaping,either existing or planned, and is required to have a minimum three(3)foot wide strip for plant . material.No such space is required at the sides or rear of the building unless there is an adjoining 17(P) residential use.This requirement is not applicable within the CRA form-based Zoning districts.Zero feet of landscaping is provided on ;building frontage.Revise to meeting code requirements or request an Exception.Request an Exception to waive the requirements of this section.Submit an application along with$500 application fee,and criteria statement addressing the criteria identified in Section 511- 120(B). j 18 Must provide latest revised set of plans on disk prior to going to CD is-provided with this submittal. Must hearing. 1600 ne 26th street suite A wi4on rr+cnors,florido 33305 (954)463-6340 . fax(954)453-0443 . vckcrcW eornlink.net , A4 291E ■ robert vick orchitect, p.o. For the purpose of evaluating flood and roadway conditions and I have tried on several attempts to contact Eleanor mitigation related to the future development project, all topographic I Noreana and have not received a response-voicemail 19 information will include LIDAR spot elevations within 150'of the 7/29,emailed 7/30,voicemail 8/5,emailed on 8/5, subject property boundaries.Speak with Eleanor Noreana at(954) (voicemail 8/8,email 8/12,voicemail 8/15. 924-6805 X 3645. The applicant is encouraged to contact neighbors adjacent to,as well(Acknowledged,Thank you as condominiums and neighborhood associations to advise of this 20 property.Please provide acknowledgement and/or documentation of any public outreach. Applicant must obtain a statement from the City Engineer saying that Traffic Memo was approved by Curt A.Keyser via email on 21 the traffic study/statement submitted by the applicant is complete 08/07/2019,Corinne LaJoie acknowledged on and accepted prior to public hearing. 08/08/2019. Please e-mail resolution and legal description,prepared by an We have engaged with an attorney to assit with this 22 attorney,for development approval in word format to process and will be emailing this document later this week clajoie@daniabeachfl.gov four(4)weeks prior to public hearing. Must provide mailing list and labels for property owners within 450' We have engaged with a consultant to provide these of the development site to Community Development,consistent with:labels. 23 regulations identified in the City's Code of Ordinances,Chapter 28,Section 610-30.The labels are needed 30 days prior to public hearing,information must be no older than 60 da s.The City will prepare and mail the notices. Applicant must provide the results of a Municipal Lien Search Municipal lein search has been completed by owner and Request from the Finance Department stating that there are not supporting documentation has been included with this outstanding Code Violations or Liens on the property prior to the submittal. item being scheduled for a public hearing.The statement must be no 24 older than 90 days prior to the public hearing date.Per Section 680- 40,any property with outstanding Code Violations or Liens shall not be schedule for public hearing.The form is available on the City's Web site,cost$100 and takes 5 days to process. Per 0-2017-022,for properties over an acre in size,the applicant We have engaged with a conslutant to complete the sign 25 must obtain and post property signs in accordance with the NEW City posting. requirements.Please see the end of this document for guidelines. Per 0-2017-027&0-2018-019,commercial properties under This information has been added to site plan sheet construction are required to provide security to fencing with referencing both municapal code section and best screening showing project rendering covering at least practices management plan. 75%of the length of the fence along an arterial or state right-of-way, 26 25%along local roads&must include name and intended use of the project,project rendering, project website address,and owner or agent,the telephone number for the owner or agent,and the name and an emergency contact telephone number of the general contractor.when adjacent to ROW.Provide screen detail with next submittal. 27 Must construct sidewalk along SW 22 Avenue.Identify on site plan. We will be applying for a varience for this requirement end time requested. 28 Auii.iRg 3 appeaFS W have entFy gate. identify i.eatien andsite pla-P Previously addressed 29 Previously addressed 1600 ne 26th street sate A w iton rrpnors.florfdo 33305 (954)463-0340 . fox(954)463fc443 . vickorcnmeortNink.net . AA 2910 robert wick orchitect, p.o. Per Section 275-100(B)"All landscape areas within the vehicular use Notes identifying location of curbing and wheelstops area or abutting landscape areas shall be protected from vehicular added to siteplan.This information is also available on 30 encroachment through appropriate wheel stops or curbs."Identify civil sheets 3/10 with details on civil sheet 6/10. location of such curbing on site plan Curbing must be type"D"or"F".2nd time requested Per Section 22-5 curb cut is limited to 30%of lot frontage on ROW. In order to comply with Section 22-5,we have provided On SW 22 Avenue 30%=58.2';91'proposed.See regulations&city two catch basins and 38 lineal feet of exfiltration trench 31 engineer for mitigation requirements. within the SW 22nd Avenue right of way, In Data Table identify permitted/provided building height.Per Data table has been updated to reflect the max heights Section 20510 maximum imposed by the City of Dania Beach Zoning Code and the 32 building height allowed is 6-stories/62'.Revise Building Information property restrictions imposed by Broward County. table accordingly. o .33 Seeti eon rn(o)o. ,;a, pedestrian 'maze style.Il .Id Previously addressed details and shaw-94-,�. Previously addressed 34 gates With GIP at or rpove aW st. Gla p hark Provide dedication language for review by City Attorney prior to We have engaged with an attorney to assit with this 35 public hearing and process and will be providing this as requested. recordation. Confirm total site area is after ROW dedication. Confirmed,site area after ROW dedication is 68,018 SF/ 36 1.56 Acres,as per data table on on sheet SP-1. NOTE Application fee pays for only 2 reviews of the project.Additional Acknowledged,Thank you review by staff will require additional payment. NOTE Continuous and on-going site inspections will be conducted by staff Acknowledged,Thank you throughout the entire building process. FLOOD PLAN:Finished floor elevations,per Article 220-10(C)All Our finish floors are above all applicable base flood NOTE structures shall be constructed with a lowest FIFE of at least 1 foot elevations by at least 12 inches.All proposed finish Floor above the 100 year flood elevation.Identify on plLs. elevations are clearly indicated on the plans. Prior to submittal of a building permit,please contact the Building Acknowledged,Thank you NOTE Official 954-924-6085 X 3650 to schedule a pre-application meeting. 1600 re 2rotn street M suite A wilton manors,flarido 33305 (954)463-6340 . fox(954)403-64 43 vick=hgeor-Fr.!nk.net . A4 29 6 HALEY ENGINEERING, n, 1680 SE 4th Street Deerfield Beach, FL. 33441 Phone (954) 260-6194 johnjhaley@comcast.net www.haleyeng.com OUTBOARD DYNAMICS, Dania Beach ,FL August 18, 2019 Project# 18-2489 Flood Plain Storage Compensation Summary This site varies from Elevation 6.0 navd to 10.0 nand in the predevelopment condition.This is a significant grade differential in topography for a property in South Florida. For purposes of establishing a perimeter grade, we performed a Flood Plain Storage Compensation calculation. According to the South Florida Water Management District Volume IV Manual criteria, "No net encroachment into the floodplain, between the average wet season water table and that encompassed by the 100 year event, which will adversely affect the existing rights of others, will be allowed. With regard to runoff storage, this means the volume of useful storage available to the stream shall not be decreased as a result of the proposed development." To begin the analysis, we had to determine if the site was an importer or exporter of storage. 1. The 100 year— 3 day predevelopment runoff volume was calculated to be 1.3 acre feet. 2. For purposes of establishing the 100 year -3 day elevation, we will use the FEMA base flood elevation of 6.0 navd plus 12 inches, 7.0 navd.. The available predevelopment storage at the 100 year flood peak stage for this site is 0.2 acre feet. 3. The difference of the two values is 1.1 acre feet. Since this value is positive, the site is an exporter. Refer to the Undeveloped Figure D-F-1. The west end of the property is the high side so the site exports storage to the east. For a developed project that exports storage, the volume exported in postdevelopment cannot exceed that which would have been exported from the predeveloped site. For Postdevelopment, the 100 year— 3 day runoff volume is calculated to be 1.83 acre feet. We must detain 1.83 acre feet less — 1.1 acre feet = 0.73 acre feet. To store this volume, the postdevelopment minimum perimeter grade will have to beset at elevation 7.75 nav Undeveloped Site R- 100-year 3-day R rainfall runoff volume /,3 ac-ft vF 100-year flood peak CiL j7Ally,Ip storage volume = 0.2 ac-ft wet season water table Figure D-F-I Developed Site R 100-year 3-day R rainfall runoff volume _ 1,'03ac-ft developed grade V. - rG 7, 7SNAJO 0.73 ac-ft detained 100-year f flood peak Cc 7.D original grade storage volume i =essentially Zero wet season water table Figure D-F-2 8l$ !i Haley Engineering, Inc. 1680 SE 4th Street Deerfield Beach, FL 33441 954-260-6194 johnjhaley@comcast.net www.haleyeng.com PRE-DEVELOPMENT SURFACE WATER MANAGEMENT CALCULATIONS For Outboard Dynamics—3998 SW 22"d Ave,Dania Beach Date:8-18-19 Job# 18-2489 1) PRE-DEVELOPMENT AREAS Site Area= 1.56 acres Building Area=0.0 acres Pavement Area =0.0 acres Pervious Area= 1.56 acres 2) FLOOD AND RAINFALL CRITERIA 10 Year—1 Day Rainfall = 9.5 inches 25 Year— 1 Day Rainfall= 11.0 inches 100 Year—1 Day Rainfall= 14.0 inches 5 Year—1 Hour Rainfall= 3.2 inches 3) COMPUTE SOIL STORAGE Wet Season Water Elevation=2.0 navd (per Broward County New Water Table Maps) Average Groundwater Elevation=2.0 navd Average Site Elevation = 8.2 navd Depth to Water Table=6.2 ft Assuming 25% compaction,available ground storage is 8.18 inches. Storage available in pervious areas of the site is 1.06 acre feet Converting to site wide moisture storage, S=8.18 inches John J.Hal , Haley Engi ee in nc. FL Reg N .4r72 4) COMPUTE STAGE STORAGE Pervious Areas store linearly from elev.6.0 to elev. 10.0 then vertically. Storage acre feet Stage Lake Dry Pavement Pervious Exfilt Trench Total 2.00 0.0 0.0 0.0 0.0 0.0 0.0 2.50 0.0 0.0 0.0 0.0 0.0 0.0 3.00 0.0 0.0 0.0 0.0 0.0 0.0 3.50 0.0 0.0 0.0 0.0 0.0 0.0 4.00 0.0 0.0 0.0 0.0 0.0 0.0 j. 4.50 0.0 0.0 0.0 0.0 0.0 0.0 5.00 0.0 0.0 0.0 0.0 0.0 0.0 5.50 0.0 0.0 0.0 0.0 0.0 0.0 6.00 0.0 0.0 0.0 0.0 0.0 0.0 6.50 0.0 0.0 0.0 0.05 0.0 0.05 7.00 0.0 0.0 0.0 0.20 0.0 0.20 7.50 0.0 0.0 0.0 0.44 0.0 0.44 8.00 0.0 0.0 0.0 0.78 0.0 0.78 8.50 0.0 0.0 0.0 1.22 0.0 1.22 9.00 0.0 0.0 0.0 1.76 0.0 1.76 9.50 0.0 0.0 0.0 2.39 0.0 2.39 10.00 0.0 0.0 0.0 3.12 0.0 3.12 10.50 10.0 10.0 0.0 3.90 0.0 13.90 5)DESIGN STORM : 25 YEAR-3 DAY-NO DISCHARGE ELEVATION 25 Year-3 Day Storm= 13.00 inches Runoff= 6.61 inches Volume of Runoff= 0.86 acre feet Corresponding stage is between 8.0 and 8.5 NAVD. Interpolating gives an elevation of 8.1 NAVD. 6) 100 YEAR-3 DAY STORM-NO DISCHARGE ELEVATION 100 Year-3 Day Storm = 17 inches Runoff= 10.02 inches Volume of Runoff= 1.30 acre feet Corresponding stage is between 8.5 NAVD and 9.0 NAVD. Interpolating gives an elevation of 8.6 NAVD. 7)' 10 YEAR—1 DAY STORM—NO DISCHARGE ELEVATION 10 Year—1 Day Storm = 9.5 inches Runoff=3.86 inches Volume of Runoff= 0.50 acre feet Corresponding stage is between 7.5 NAVD and 8.0 NAVD. i Interpolating gives an elevation of 7.6 NAVD. Haley Engineering, Inc. 1680 SE 4th Street Deerfield Beach, FL 33441 954-260-6194 johnjhaley@comcast.net www.haleyeng.com SURFACE WATER MANAGEMENT CALCULATIONS revised For Outboard Dynamics—3998 SW 22"d Ave,Dania Beach Date:8-18-19 Job# 18-2489 1) POST-DEVELOPMENT AREAS Site Area= 1.56 acres Building Area=0.49 acres Pavement Area=0.55 acres Pervious Area=0.52 acres Dry Retention Area=0.014+0.023=0.037 2) FLOOD AND RAINFALL CRITERIA 10 Year—1 Day Rainfall= 9.5 inches 25 Year— 1 Day Rainfall = 11.0 inches 100 Year— 1 Day Rainfall=14.0 inches 5 Year—1 Hour Rainfall= 3.2 inches 3) COMPUTE SOIL STORAGE Wet Season Water Elevation=2.0 navd (per Broward County New Water Table Maps) Average Groundwater Elevation=2.0 navd Average Site Elevation = 7.25 navd Depth to Water Table=5.25 ft Assuming 25% compaction,available ground storage is 8.18 inches. Storage available in pervious areas of the site is 0.354 acre feet Converting to site wide moisture storage , S=2.73 inches 0111118 8 John J.Hal y P Haley Engi ri , Inc. FL Reg N . 00 4) COMPUTE STAGE STORAGE Pavement Areas store linearly from elev. 7.0 to elev. 9.5 then vertically. Pervious Areas store linearly from elev.5.0 to elev. 8.5 then vertically. Exfiltration Trench stores from elev. 2.0 to elev. 7.0 . Storage acre feet Stage Lake Dry Pavement Pervious Exfilt Trench Total 2.00 0.0 0.0 0.0 0.0 0.0 0.0 2.50 0.0 0.0 0.0 0.0 0.027 0.027 3.00 0.0 0.0 0.0 0.0 0.055 0.055 3.50 0.0 0.0 0.0 0.0 0.082 0.082 4.00 0.0 0.0 0.0 0.0 0.109 0.109 4.50 0.0 0.0 0.0 0.0 0.136 0.136 5.00 0.0 0.0 0.0 0.0 0.164 0.164 5.50 0.0 0.007 0.0 0.02 0.191 0.218 6.00 0.0 0.014 0.0 0.07 0.218 0.302 6.50 0.0 0.033 0.0 0.15 0.246 0.429 7.00 0.0 0.051 0.0 0.27 0.273 0.594 7.50 0.0 0.070 0.03 0.43 0.273 0.662 8.00 0.0 0.088 0.11 0.62 0.273 0.803 8.50 0.0 0.107 0.25 0.84 0.273 1.470 9.00 0.0 0.125 0.44 1.08 0.273 1.918 9.50 0.0 0.144 0.69 1.32 0.273 2.427 10.00 0.0 0.162 0.97 1 1.56 10.273 2.965 10.50 10.0 0.181 1 1.24 1.80 10.273 3.494 5) FLOOD STAGE CRITERIA 10 Year-24 Hour Storm=9.5 inches -No Discharge Runoff= 6.86 inches Volume of Runoff=0.89 acre feet Corresponding stage is between 8.0 and 8.5 NAVD Interpolating gives an elevation of 8.0 NAVD. 6) DESIGN STORM : 25 YEAR-3 DAY-NO DISCHARGE ELEVATION 25 Year-3 Day Storm =13.00 inches Runoff= 10.21 inches Volume of Runoff= 1.32 acre feet Corresponding stage is between 8.0 and 8.5 NAVD. Interpolating gives an elevation of 8.4 NAVD. 7) WATER QUALITY—DETENTION REQUIREMENTS a.) Based on the first inch of runoff Site Area = 1.56 acres Required Detention=0.13 acre feet b.) Based on 2.5 inches times percent impervious Site Area= 1.07 acres Impervious Area=0.55 acres (Site Area less Pervious) Percent Impervious= 51.5 % Required Detention=0.167 acre feet Therefore, the Required Detention is 0.167 acre feet. Less Detention Volume Treated in the Exfiltration Trench=0 acft The water quality detention volume is adequately stored within the onsite exfiltration trench. 8) EXFILTRATION TRENCH CALCULATIONS Detention Volume handled in exfiltration trench.................0.273 acre feet TrenchWidth..............................................................................6 feet TrenchHeight.............................................................................5 feet Top of Baffle Elevation................................................................7.5 NAVD PerforatedPipe Diameter.............................................................18 inches TrenchBottom Elevation............................................................2.0 NAVD Hydraulic Conductivity(K Value).......................................9.7E-05 cfs/sq.ft. Depthto Water Table.....................................................................5.5 feet Non-Saturated Trench Depth........................................................5 feet SaturatedTrench Depth.................................................................0.0 feet Length of Exfiltration Required for Detention Volume Indicated.......317.0 feet Total Trench Length Provided................................................................317.0 feet 9) 100 YEAR—3 DAY STORM—NO DISCHARGE ELEVATION 100 Year—3 Day Storm = 17 inches Runoff=14.12 inches Volume of Runoff= 1.83 acre feet Corresponding stage is between 8.5 NAVD and 9.0 NAVD. Interpolating gives an elevation of 8.9 NAVD. e'd 'eta F nY��O'n:e . Phoe:95.-4-:784.2041 954.7847875E.=ax: ng ad in � Www.fedengcom . �I i a. ..sh nc 33334Usual Open Hole Test. Date: Friday,March 22,2019 Job Order Number. 19SB168 Dr.Stuart G.Moraitis 1101 E.Broward Blvd. Fort Lauderdale,FL 33301 Attu::. John Beach RE: Proposed Geotechnical Services Proposed Warehouses&Offices. . 3998.SW 22nd Avenue Fort Lauderdale,FL 33312 Results of Test Tested by: MM Reported to: Client Diameter of Hole: 8" . Depth of Hole: : 10' Tested Location: See Attached Site-Sketch EX-1 Subsurface Investigation Elapsed Time-in .Depth Below: Gallons/Minutes. Soil Description Minutes Ground:Surface . 3.6 . 1 0. -6" Topsoil 8i Vegetation 3:7 . 2 6 5 Light Brown Sand-with Rock 3.5 3 $�- 10'. . :Limerock . . 3.5: 4 3.4:. - 5 -3.4 10. Wateir Table Elevation: 73". Below existing ground Surface Hydraulic Conductivity: K= 7.63x10' CFS/FTZ.-FT.HEAD The above hydraulic conductivity represents an ultimate value. The.designer should decide on the required safety.factor. This value is based on the existing soils at the location of the test. Tested By: Si - Checked By: XL 9RIV e x � om (ad D MIAMFDADE T - Laboratory �' . ederal 0 n Phone .954-784-2941 E�Fax 954-784-7875 . ineern� f d en m . . . . admin@ a g.co www.fed-eng.com. . . AV esting9 Inc. MrT Usual Open Hole Test Dater Friday,March 22,2019 Job Order Number 19SB168 Dr.Stuart G.Moraitis 1101 R Woward Blvd: Fort Lauderdale,FL 33301 . Attu.. John Beach RE: Proposed Geote6nical Services Proposed Warehouses&Offices 3998 SW 22nd Avenue Fort Lauderdale,FL 33312 Results of Test Tested by: MM Reported to: Client Diameter of Hole: 8" Depth of Hole: 16' Tested Location: See Attached Site Sketch EX-2 Subsurface Investigation Elapsed'Time in Depth Below Gallons/Minutes Soil Description Afinutes Ground_Surface 4.1 .1 ot,. -6t Topsoil&Vegetation 3:9 2 61,-4' Brown Sand 3.9 3 4'- 10' Light Brown Sand with Rock' 3.8 4 3.7 5 3.7. 10. Water Table Elevation: 5'5" Below existing ground Surface Hydraulic Conductivity: K= 9,74xlo'S CFS/FTz -FT.HEAD The above hydraulic conductivity represents an ultimate value.The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Tested By: SJ . Checked By: KL M �,.,. (,�` . .. IAM}DADS,.;' Fi.d'� canon \�� ' Approrca Lnbomtory o° 00 _ 4 1 `„ ;, „ .Site L'ocati ,. Vim' y s� F 1 1 Client: Dr.Stuart G.Moraitis Project: Proposed Warehouses&Offices Subsoil Investigation Project Addresst3998 SW 22nd Avenue ' ®ederal Qngineering $. �esti nc�,,lnc. C= J Im q O V Y! � � 1 •; 4 4 t Soil Boring Location Map. F*edera9 En ineering & To.Sting ine. 3370 NE.Sth Avenue;-Oakiand Park, Fl. 33334 (954) 7842941 Client: Dr. Stuart G.Moraitis Project: Proposed Warehouses&Offices Test: Subsoil Investigation Project Address: 3998. SW 22nd Avenue (site map is not to scale) Fort Lauderdale,FL 33312 ECEIVE City of Dania Beach juN 2019 100 W Dania Beach Blvd Dania Beach, FL 33004 954.924-6800 x3401 FAX: 954-922-5619 .- DANIA BEACH Municipal Lien Search Request SEA JT.LIVE It LOVE fT_ $100.00 Fee per Lien Search, Processing Time 5 Business Days ALL REQUESTS MUST BE ACCOMPANIED BY A CHECK WITH THE APPROPRIATE FEE FOR EACH INDIVIDUAL TAX FOLIO NUMBER. COMPLETED REQUESTS WILL BE RETURNED VIA FAX OR E-MAIL.PLEASE SEND A SELF ADDRESSED STAMPED ENVELOPE IF YOU WISH TO RECEIVE THE ORIGINAL COPY OF A SEARCH. UPDATES CAN BE PROVIDED BY FAX OR E-MAIL IF REQUESTED AT LEAST 24 HOURS BEFORE CLOSING. PLEASE PROVIDE THE FOLLOWING INFORMATION: DATE REQUESTED: �n� z�, ��ry FROM: ►�E]1'(, �r� �- �WJ 2 C _ PHONE: 605) L( _ 300 FAX: r I EMAIL: PROPERTY FOLIO#: PROPERTY ADDRESS: tU l,p,/iiA 1Jnr�t�, ��0• /�n,'tt &,a El 3 0011 SELLER'S NAME: ! /A CITY OF DANIA BEACH WILL COMPLETE THE FOLLOWING INFORMATION: UTILITY ACCOUNT INFORMATION: ❑ THIS PROPERTY IS NOT SERVICED BY CITY OF DANIA BEACH WATER UTILITY.THE PROPERTY MAY BE SERVICED BY BROWARD COUNTY,THE CITY OF FORT LAUDERDALE OR THE CITY OF HOLLYWOOD. ❑ THIS PROPERTY IS SERVICED BY A MASTER WATER METER.PLEASE CONTACT THE ASSOCIATION FOR ADDITIONAL INFORMATION. ACCT.#: -e)(),3 AMOUNT DUE: $_ DEPOSIT: $ q(p0 ACCOUNT CURRENT(Y)(NO ACCT.M 5pgbCfl - nod AMOUNT DUE: $yam. ' DEPOSIT: $ ACCOUNT CURRENT( YONX ACCT. #: 508goiI-(DOE) AMOUNT DUE: $ DEPOSIT: $ ACCOUNT CURRENT(YY N Q ADDITIONAL INFORMATION: OTHER BALANCES/ACCOUNTS DUE: ❑ CODE VIOLATION:CASE# CONTACT CODE ENFORCEMENT @ 954.924-6810 OPEN BUILDING PERMITS MAY EXISI ON THIS PROPERTY.CONTACT BUILDING&ZONING @ 954.924-6805 or 954-924-6800 x3633 ❑ A BUSINESS TAX RECEIPT MAY BE REQUIRED FOR THIS PROPERTY.CONTACT THE BUSINESS TAX DIV.954-924.6800 x3401 OTHER AMOUNTS DUEIPENDING. PROPERTY AS REFERENCED IS CLEAR OF LIENS PLACED BY THE CITY OF DANIA BEACH. (+Q ❑ PLEASE SEE ATTACHED LIEN CALCULATION(S) SPECIAL ASSESSMENTS ARE ON TAX BILLS FROM THE COUNTY. DISCLAIMER OF LIABILITY:THE PERFORMANCE OF THE LIEN SEARCH BY THE CITY OF DANIA BEACH WILL NOT RELIEVE THE REQUESTING PARTY FROM THE RESPONSIBILITY OF SEARCHING THE PUBLIC RECORDS OF BROWARD COUNTY,FOR ANY AND ALL LIENS OR OTHER DOCUMENTS RECORDED BY THE CITY OF DANIA BEACH AGAINST THE PROPERTY AND/OR PROPERTY OWNER THE FOREGOING INFORMATION IS BELIEVED TO BE RELIABLE,BUT IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS BY THE CITY OF DANIA BEACH IN NO EVENT SHALL THE CITY OF DANIA BEACH BE LIABLE FOR ANY DIRECT.INDIRECT.INCIDENTAL.CONSEQUENTIAL,SPECIAL OR EXEMPLARY DAMAGES,OF ANY KIND OF NATURE WHATSOEVER,ARISING OUT OF,OR IN CONNECTION WITH THE PROVISION OF THIS INFORMATION THIS INFORMATION IS SUBJECT TO CHANGE WITHOUT NOTICE. PREPARED BY: �R . DATE: laalA Lien Search Form.FDT Revised 3-5-15 E-MAILED 0 FAXED ❑ MAILED BVW i M AVIATION DEPARTMENT-Fort Lauderdale-Hollywood International Airport 2200 SW 4514 Street,Suite 101 •Dania Beach,Florida 33312•954-359.6100 June 4, 2019 Marc LaFerrier,AICP Planning Director City of Dania Beach 100 West Dania Beach Blvd Dania Beach, FL 33004 RE: Outboard Dynamics LLC 3998 SW 22 Avenue, Dania Beach, FL Broward County Aviation Department (BCAD) Conditional Approval Letter Dear Mr. LaFertier: The Broward County Aviation Department (BCAD) has reviewed the proposed Outboard Dynamics LLC site plan located west of Fort Lauderdale-Hollywood International Airport (FLL). Since the proposed project is within 20,000 feet of FLL, its development and operation is subject to Federal Aviation Regulation (FAR) Part 77, Florida Statutes Chapter 333 and/or the Broward County Airport Zoning Ordinance. These standards seek to ensure that any proposed construction, use of high lift equipment, such as cranes, or other potential hazards will not negatively impact the safe and efficient use of the airport and surrounding airspace. Taking into consideration the proximity of this project to FLL, BCAD Is providing the following comments regarding the proposed development: • Based on the location of the proposed project, FAR Part 77, Subpart B and Section 5-182(n)(2) of the Broward County Land Development Code, require the applicant to obtain a "Determination of No Hazard to Air Navigation" from the Federal Aviation Administration (FAA). The receipt of a favorable determination is required for all critical building points and temporary construction cranes and must be received prior to any construction activity. If you have not already done so, please use the following web address to initiate the Federal Review(FAA 7460-1)process: https:/Ioeaaa.faa.gov/oeaaa/external/portal.isp • Unless submitted to BCAD for additional review, no building,structure or vegetation on the site may exceed a maximum height of 35 feet JAMS!) as reflected on Site Plan Sheet SP-1 and the GPS LAT/LON For Proposed Structures(Job#18-1491/ Address: 3998 SW 22nd Avenue, Dania Beach, FL). Broward County Bdard of County Commissioners Mark D.Bogen-Lamar P.Fisher-Beam Furr•Steve Geller f Dat&V.C:"olness•Nan H.Rich-Tim Ryan-Barbara Shariet•Michael Udine wormbroward,otgAvWWAl:net Page 2 of 2 • The proposed development must not generate light, glare, smoke or other emissions that could be disorienting to pilots operating in the vicinity of the airfield. Adherence to these conditions is required for BCAD approval of the proposed Outboard Dynamics LLC site plan and it is based on the following documents submitted by the applicant: o Architecture and Site Plan 10-page set by Robert Vick Architect, P.A. (submitted to BCAD on April 26, 2019) o GPS LAT/LON For Proposed Structures (Job #18-1491 / Address: 3998 SW 22"d Avenue, Dania Beach, FL), submitted to BCAD on May 16, 2019 o. Declaration of'Covenants, Restrictions, and Easements(dated September 13,2018) If the proposed plans are revised substantially from those submitted for this review, BCAD requests that the revised development plans be submitted for an additional review. Please do not hesitate to contact me if you have questions or require additional information at 954.359.2291 Sincerely, �•- William Castillo BCAD Aviation Planning Manager cc: John@Vickarch.com Michael P. Pacitto, P.G., Director Planning and Environmental ENGINEERING, INC. May 1, 2019 Mr. John Beach Robert Vick Architect, P.A. 1600 NE 261h Street, Suite A Wilton Manors, Florida 33005 Re: Outboard Dynamics - Dania Beach, Florida -Traffic Statement Dear John: Traf Tech Engineering, Inc. is pleased to provide you with the results of the trip generation analysis in connection with the proposed warehouse development (Outboard Dynamics) planned to be located at 3998 SW 22nd Avenue in the City of Dania Beach. The following is a summary of summary. For purposes of this evaluation, the following uses and intensities were used: o Building 1 = 3,880 square feet o Building 2 = 4,000 square feet o Building 3 = 13,500 square feet Total area 21,380 square feet According to ITE's Trip Generation Manual (loth Edition), the trip generation equations used for the proposed land use are: WAREHOUSE {ITE Land Use 150) Daily Trips T = 1.74 (X) Where T = average daily vehicle trips and X = 1,000 square feet of GFA AM Peak Hour Trips T = 0.17 (X) (77% inbound and 23% outbound) Where T = AM peak hour vehicle trips and X = 1,000 square feet of GFA PM Peak Hour Trips T = 0.19 (X) (27% inbound and 73% outbound) Where T = PM peak hour vehicle trips and X = 1,000 square feet of GFA 8400 N.University Drive, Suite 3og,Tamarac, FL 33323- T. 954-582-o988 F. 954-582-0989 TAFTECH ENGINEERING, INC. Using the above-listed trip generation equations from the ITE document, a trip generation analysis was undertaken for the proposed development. The results of this effort are documented in Table 1 below. TABLE 1 Trip Generation Summary Outboard Dynamics Number of Trips Land Use Size Daily AM Peak PM Peak Warehouse 21,380 sf 37 4 3 in / 1 out 4 1 in / 3 out Source: ITE Trip Generation Manual (I Oth Edition) As indicated it Table 1, the proposed warehouse development is anticipated to generate approximately 37 new daily trips, approximately 4 new AM peak hour trips (3 inbound and 1 outbound) and approximately 4 new PM peak hour trips (1 inbound and 3 outbound). Based on the above analysis, the proposed pr ject should not be required to prepare a detailed traffic study due to the low n ber of peak-hour trips. PI se call me if you ha any questions. TR F TECH ENGINEE IN INC. e7 j oa uin E. Vargas, P.E. en r Transportation Eng eer \0 %11111lll1// ` N No i •q 2 Instr# 115344445 , Page. . of 56, Recorded 09/25/2018 z �04 :11 PM Broward County Commission Prepared by and Return to: (Carlos Rodriguez-Cabarrocas Assistant County Attorney PAY 0 2 2019 J4` c10 Aviation Department 2200 SW 451h Street,Suite 101 a .Dania Beach,Florida 33312s1'' 954-359-6100 DECLARATION OF COVENANTS,RESTRICTIONS,AND EASEMENTS THIS DECLARATION OF COVENANTS, RESTRICTIONS,AND EASEMENTS ("Declaration') is made this _�3 day of ��t�e✓' , 2018, by BROWARD COUNTY, a political subdivision of the State of Florida ("County"), its successors and assigns, whose mailing address is 115 South Andrews Avenue, Suite 409, Fort Lauderdale, Florida 33301. RECITALS: WHEREAS,the Countyis the fee title owner of the real plroperty.located in Broward County, Florida, as legally described on Exhibit 1, attached hereto and made a part hereof("Property"),and WHEREAS, the County owns and operates Fort Lauderdale-Hollywood Fnternational Airport("Airport"),which.is in the proximity of the Property; and WHEREAS, the Property was acquired by the County to ensure that the future uses to which the Property is put are compatible with the operations of the Airport;and WHEREAS, the Property was purchased by the County using grant funds received from the Federal Aviation Administration ("FAA") and the Florida Department of Transportation ("FDOT') for the benefit of the Airport;and WHEREAS, the FAA requires the County to protect the aerial approaches to the Airport,to prevent the establishment or creation of airport hazards, and to ensure that the future uses to which the Property is put are compatble with the operations of the Airport; and WHEREAS, a condition of such funding is that the property shall not be used for residential purposes or other purposes that are incompatible with the operations of the Airport;and WHEREAS, the County intends and declares that the Property is, and shall be, held, owned, transferred, sold, conveyed, leased, mortgaged, used, maintained, and improved subject to the covenants, restrictions, easements,and other requirements, as hereinafter set forth; and SCAD Parcels No.1126,1127,1128,1128.1&1128-Surplus Parcel#4-Folio No:5042 29-01-0050&5042-28-11-0040J70 Page 1 of56 Instr# 115344445 Pages s of 56 3.2 The Property shall be used solely for nonresidential purposes. The Property may not be used for any residential purpose whatsoever, and such prohibition shall include, but not be limited to, single family housing, multifamily housing, trailer parks, nursing homes, congregate living facilities, apartment units, hotels, motels, and all other residential uses. In addition, the Property may not be used for schools, hospitals, day care centers,or places of worship or public assembly. 3.3 The height of all improvements, structures, objects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of: (i) the height above ground level indicated on the legal description for each Airspace Parcel included in Exhibit 2, attached hereto and made a part hereof, or (ii) the aeronautical surfaces of the Airport as now established, and as may from time to time hereafter be established, by the FAA or any governmental agency that is a successor to the authority of the FAA, including, but not limited to, Federal Aviation Regulation Part 77. 3.4 The Property Owner shall prevent any use of the Property that would interfere with or adversely affect the operation of navigational aids as now in existence or as hereafter may be in existence (including, without limitation, runway instrumentation, radar, and communication aids), that would interfere with the maintenance of the Airport,or that would constitute a hazard to the landing and taking off of aircraft at the Airport. 3.5 Any use of the Property that would attract birds or animals (including, without limitation, recycling centers, yard fills, refuse dumps, or refuse storage)is prohibited. 3.6 The Property shall not be used in any manner that would not be permitted under, or constitute a violation of, any airport zoning ordinance of the County. Furthermore, the Property shall not be used in any manner that would constitute a violation of: (i) any zoning that is applicable to the Property, including,without limitation, height limitations;or(ii)any provision of Chapter 333,Florida Statutes;or(iii)any rules or regulations promulgated pursuant to Chapter 333, Florida Statutes; or (iv) any rules or regulations now in effect or hereafter promulgated that may be imposed by the FAA(or any successor agency) or FDOT (or any successor agency) designating any limitation on the uses of property located in the vicinity of an airport; or (v)any provision of this Declaration. 3.7 Lighting shall be installed at the Property in accordance with FAA Advisory Circular 70-7460-1L, and amendments thereto, on all structures that fall within the provisions of said circular. This lighting may include flashing red beacons,steady burning red obstruction lights,or high-intensity obstruction lights. SCAR Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-004000 Page 3 of 56 Instr# 115344445 PagE i of 56 i I I 3.10.3 Each Property Owner, by accepting a deed for conveyance of the Property or any portion thereof or otherwise acquiring any interest in the Property or any portion thereof, agrees, on behalf of such Property Owner and such Property Owner's heirs, personal representatives,successors in interest, and assigns,as part of the consideration thereof, that: (i) no person on the grounds of race, color, or national origin shall be excluded- from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities, (ii) that 'in the construction of any improvements on, over, or under such land and the furnishing of services thereon, no person on the grounds of race, color, or national origin shall be excluded from participation in, denied the benefits of,or otherwise be subjected to discrimination,and(iii)that the Property Owner shall use the premises in compliance with all other requirements imposed by or pursuant to 49 CFR Part 21, Nondiscrimination in Federally Assisted Programs of the Department of Transportation, and as said regulations may be amended, 4. Easements. The County is hereby granted,for itself,its successors,and assigns, for its use and benefit as owner and operator of the Airport, the following permanent, perpetual, and assignable easements over, across, and within the Property and the "Airspace Parcels" (which are legally described in Exhibit 2, attached hereto and made a part hereon, for the uses hereinafter described, together with all tenements, hereditaments, privileges, rights-of-reverter, servitudes,and other rights appurtenant to such easements,and all right,title, and interest in and to any and all streets,roads,highways,easements,drainage rights, rights-of-way, covenants, restrictions, agreements, and riparian rights benefiting the easements hereinafter identified,to have and to hold said easements unto the County, its successors, and assigns, until the Airport shall cease to be used for airport purposes by the County. The parties hereby grant,covenant,and agree as an appurtenance to the foregoing easements, as follows: 4.1 That said easements shall have the purpose of prohibiting intrusions into, encroachments upon,and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object, whether natural or artificial, that might now, or in the future, be situated upon the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon, and obstructions within, said Airspace Parcels, whether by structures, vegetation or other object,natural or artificial,that exist,or may in the future exist, in or upon said Property, including with respect to trees or other vegetation that do or may encroach upon, intrude into, or obstruct said Airspace Parcels,the absolute right to cut down to ground level and remove root systems beneath the ground of any such tree or other vegetation, and BCAD Parcels No.1126,1127,1128,1128.1 81129-Surplus Parcel#4-FoUo No:$042-2" -0050&5042-29-11-0040/70 Page 6 of 66 Instr# 115344445 , Page -/ of 56 mentioned easements for the period of time when both tracts are owned by the County. 5. The covenants, restrictions,easements, servitudes, rights, and privileges granted, made, and conveyed in this Declaration shall run with the land (collectively "covenants, restrictions, and easements"). For the purposes of this instrument, the Property and all portions thereof shall be the servient tenement and the Airport shall be the dominant tenement. These covenants, restrictions, and easements shall be binding on all persons and entities acquiring title to or.use of the Property, or any portion thereof, or any interest whatsoever therein, and all persons and entities claiming under them, including, without limitation, their heirs, personal representatives, successors,and assigns, until that date which occurs ninety-nine (99) years following the date of execution of this Declaration by the Broward County Board of County Commissioners("Termination Date"). On the Termination Date, these covenants, restrictions, and easements shall automatically renew for successive twenty (20) year periods unless the County shall have ceased to operate the Airport as a public airport. 6. The County is the beneficiary of these covenants,restrictions,and easements,and as such,the County may enforce these covenants,restrictions,and easements by action at law or in equity, including, without limitation, a decree of specific performance or mandatory or prohibitory injunction,against any person or persons, entity or entities, violating or attempting to violate the terms of these covenants, restrictions, and easements. If a Property Owner fails to abide by the covenants, restrictions, and easements contained herein after written notice by the County, such Property Owner shall be liable for the reasonable attorneys'fees and costs of the County in enforcing the covenants, restrictions, and easements contained herein. 7. A failure of the County to enforce any of these covenants, restrictions, and easements shall not be deemed a waiver of the right to do so thereafter. No waiver, modification, or termination of this instrument shall be effective unless contained in a written document executed in the manner required by Paragraph 8. Any waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. If any covenant, restriction,easement, condition,or provision contained in this document is held to be invalid by any court of competent jurisdiction,such invalidity shall not affect the validity of any other covenant, restriction,easement, condition,or provision herein contained,all of which shall remain in full force and effect. This document shall be construed in accordance with the laws of Florida and venue shall be Broward County, Florida. 8. If a Property Owner desires to use the Property or any portion thereof, for any use other than those permitted hereby, or desires to modify or terminate any of these covenants,restrictions, and easements, such Property Owner shall be required to do the following: any such Property Owner must apply to the County for an BCAO Parcels No.1 i26.1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-OO40170 Page 7 or 56 1 Instr# 115344445 , Page J of 56 DECLARATION OF COVENANTS, RESTRICTIONS,.AND EASEMENTS IN WITNESS WHEREOF, BROWARD COUNTY has made and executed this Declaration of Covenants,Restrictions,and Easements through its BOARD OF COUNTY COMMISSIONERS, signing by and through its Mayor or Vice-Mayor, authorized to execute same by Board action on the 18th day of October, 2016. COUNTY ATTEST; BROWARD COUNTY,by and through its Board of County Commissioners 1^ . Br ward County Administrate 3F`y� Ex-officio Clerk of the Broward County Board of County Commissioners Mayor day A"Ag- -2018 ,,%\0 �0 M NI/5i,, Approved as to form by �4`•E,� .. ' si�'•� Andrew J. Meyers Broward County Attorney CREATED ; m Aviation Office O OCT 1st ; ;0= 2200 SW 46th Street, Suite 101 co =v ;off 1915 ofc Dania Beach, Florida 33312 Telephone: (954)359-6100 Telecopier, (954)359-1292 By �/'`--' -1' 61 banes (Date) As s nt Cou ttorney B A a er J.Williams (Date) ssist nt County Attorney CRC/ch Declaration of Restrictive covenants 09/01/16 #16,071-28 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5Q42-29-01•0050&5042-29.11-0040170 Page 9 of 58 Instr# 115344445 , Pago it of 56 '5 STONER&ASSOCIATES,INC. SURVEYORS-MAPPEAS 4341 S.W. 62nd Avenue Hodde Uc®rlsed Survey Tel. (954) 585-0997 Davie. Florida 33314 andMappingBusinessNo,603 Fox (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1126 LYING BELOW ELEVATION 30.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 30.6 FEET(NAVD 88).SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE NORTH ONE-HALF OF LOT B.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA:LESS AND EXCEPT A PORTION THEREFROM,AS DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF SECTION 29,TOWNSHIP 50 SOUTH, RANGE 42 EAST;THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 01'2601-WEST 1122.33 FEET:THENCE SOUTH 88'35'45-WEST 35.00 FEET TO THE NORTHEAST CORNER OF SAID LOT B AND THE POINT OF BEGINNING:THENCE ALONG THE NORTH LINE OF SAID LOT SOUTH 88-35-45"WEST 30.64 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2251.83 FEET;THENCE FROM A TANGENT BEARING OF SOUTH 10'07-17'EAST RUN SOUTHEASTERLY ALONG SAID CURVE 97.82 FEET THROUGH A CENTRAL ANGLE OF 02'2920'TO THE END OF SAID CURVE;THENCE NORTH 88'36'41"EAST 18.17 FEET TO THE EAST LINE OF SAID LOT B;THENCE ALONG SAID EAST LINE NORTH 01'26.01"WEST 96.98 FEET TO THE-POINT OF BEGINNING. TOGETHER WITH ALL RIGHT,TITLE,INTEREST,CLAIM OR DEMAND,IF ANY,IN AND TO ANY ADJACENT PUBLIC OR PRIVATE ROAD OR ALLEY RIGHT OF WAY OR VACATED RIGHTS OF WAY. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS IS TO CERTIFY THAT TNr SKETCH AND LEGAL DESCRIPTION SHOWN HEREON ISACOURATEANO CORRECTTO THE BESTOFMY KNOWLEDGEANO ,r BELIEF. SEAL DATE: Sep 15, 2014 NOT VAUD UNLESS 4 1 I REVISED PER MD COMMENTS 109/03/141 DRL RICHARD G. CRAWF-ORD Jr. SEALED HERE WITH al AN EMBOSSED O� PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYOR'S SEAL z p MA E I EP R OP ST ASSOCIATES INC.AND SHALL NOT BE REPRODUCED IN WHOLE OR LV DATE OF SKETCH: DRAWN BY I CHECKED BY 1 FIELD 8 OK COT THOUf PERMISSION OF STONERbAS50C1ATES,iNC. 07J08/14 DRL JDS N/A I SHEET 1 OF �e� BCAD Parcels No.1128,1127.1128.1128.1&1129-Surplus Parcel 04-Folio No:5042-29-01-0050&5042-29-11-0040170 Pege 11 of 58 Instr# 115344445 , Page 3 of 56 �V7 NER&�ASSOCIAITES,INC. SURVEYORS-MAPPERS Tel. 954 585-0997 4341 S.W. 62nd AVE. Flodda4loensed5u" Davie, Florida 33314 and M ppfngBaslnessNo.6633 Fax (954) 585-3927 SURVEYORS NOTES PARCEL IVO_ 1126 LYING BELOW.ELEVATION 30.6 FEET,N.A.V.D.88 BROWARD COUN9Y WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED"FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS"AND IS DATED JANUARY 22.2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY, 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL),FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERALAVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3, THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP.RIGHTS-OF-WAY. EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON,FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA 4, THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 8% 5. THE BEARINGS SHOWN HEREON ARE RELATIVE TO GRID NORTH,FLORIDA STATE PLANE COORDINATES (EAST ZONE). 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND 5URVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT.AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH NO. FU:R\Nw\HN\14-ICOI-Demo IntolQW Parca't\01-Um-io r AVEL1t2&d SHEET 3 OF 3 14-8061_PAR-1126 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042 29-01-0050&5042-29-11-0040170 Page 13 o166 Instr# 115344445 Pages 15 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585�-0997 4341 S,W, 62nd AVE. ftddaUcensed&wey Davie, Florida 33314 and Mapping 8uslnass No.6W3 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1126 LYING ABOVE ELEVATION 30,6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FrID I `t P.O.B. LOT A S.88°35'305 W.84" N.E.CORNER LOT e ——— — ————N.88°35'45"E. 184.16' ————`-—— — S.88°3645"W. 35.00' —1 f� N.LINE. LOT B I I cc I 4E.G)PARCEL No. 1126 N. 1/2 LOT B o RAVENSWOOD HEIGHTS N (P.B.31,PG.6,B.C.R.) Z Q LIJ O MI Q0 J (0N.88"35'45"E. 198.83' -PN.883645 W z a N.88°3G'4118((D)) Q > to I Ur S. 1/2 LOT B I Z 1 RAVENSWOOD HEIGHTS L i f W f f (P.B.31.PG.6.R.C.R.) I I ui I I I I 1 I I 35.00' 1 I S.LINE, LOTS LEGEND: P.B................PLAT BOOK P.O.C. PG.. .............. PAGE S.E.CORNER B.C,R..............BROWARD COUNTY RECORDS N.E.114,SEC.29-80.42 (P) .............PER PLAT — Ct..................CENTERLINE P.O.0..............POINT COMMENCEMENT P.O.B..............POINT OF BEGINNING CA= .............DENTRALANGLE R= .............RADIUS A= .............ARC DISTANCE SCALE:1'=40' TB= . ............TANGENT BEARING SEC. .............SECTION � . . ........... BREAK IN SCALE o m zo °a a GRAPHIC SCALE SKETCH NO. ME r:\0mw \1-6D61-Dmm ntedwd F*W3\oi-ft%hg3\PA a_112b a«p I SHEET 2 OF 3 14-OD61_PARA 126 BCAD Parcels No.1126,1127,1128.1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-0040r70 Page 15 of 56 Instr# 115344445 Pagr- 17 of 56 k l ' 1 I i t STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS I 4341 S.W. 52nd Avenue Florida Licensed Survey Tel. (954) 585-0997 [ Davie, Florida 33314 and Mapping Business No.6633 Fax (954) 585--3927 i LEGAL DESCRIPTION OF PARCEL NO. 1127 LYING BELOW ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA 3 1 LEGAL DESCRIPTION: II ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 30.9 FEET(NAVD 58),SAID PARCEL BEING DESCRIBED AS FOLLOWS: LOT 0,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARO COUNTY,FLORIDA. CERTIFICATE ,. THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON ISACCURATEAND CORRECT TO THELIEST OF MYxNOWLEDGE ANO N BELIEF,• SEAL r DATE: Sep 15, 2014 NOT VALID UNLESS REVISIONS 1 I REVISED PER BCAD WMMENTS 09 03/14 1 DRL RICHARD G. CRAWFORD Jr. SEALED, HERE WITH D' PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 — STATE OF FLORIDA EMBOSSED 0 8I SURVEYOR'S SEAL z 8 IMEMAFERIALSMOWNFIERNI TY ASSOCIATES, AND SHALL NOT BE REPRODUCED IN WHOLE OR IN DATEOF SKETCH: DRAWN BY CHECHEO FIELD BOO PARTWIT" PERNISFAONOFSYONER&«ΡssoclAYMINc 07/01 DRL JDS N/A SHEET 1 OF Y r COPYRIGH 7Dt6 BCAD Parcels No.1125,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:$042-29-01-0050&5042-29-11-0040/70 Page 17 of 68 Instr# 115344445 , Page L9 of 56 STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS Fbrida LfcensedSunrey Tel. (954) 5B5-0997 Davie. Florida 33314 andMeppingBuslne�ssNo.6638 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1127 LYING BELOW ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL.REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED'FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(SBA)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT SCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY SCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY. EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 196& (NAVD 88). 5. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31,PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH NO. ME F: 14-8061-Oanh InItAvA Patel!\8i-Dmw ps\pMaL1I27Awy SHEET 3 OF 3 14-8061_PAR-1127 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel*4-Folio No:6042-29.01-0050&5042-29-11-0040RO Page 19 of 56 Instr# 115344445 , Page tl of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. 954 585-0997 4341 S.W. 62nd AVE- Flodda Licensed Survey ( ) Dove, Florida 33314 and Mapping Business No,6633 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1127 LYING ABOVE ELEVATION 30.9 FEET,MA.V.D.88 BROWARD COUNTY WESI'SIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA I 25,W j LOT A 179.00' _ _ I W se- -- ---------- ---- -- ------ `S8• N.LINE, TRACT D — j$ r ~ SU UTILITY EASEMENT(P) W © LOT D RAVENSWOOD HEIGHTS j 0 o (P.B.31,PG.6,B.C.R.) io I ui I N w PARCEL No. 112700 I� -J I F— �O`�� S.LINE, TRACT D O f7•. � 179.00' j IU) I I LOT C I I 25.00' I I . I I N LEGEND; P.6................PLAT BOOK PG.. .............. PAGE SCALE:1"=3V B.C.R. ............J3ROWARD COUNTY RECORDS ' (P) .............PER PLAT �I I Ct. .................CENTERLINE 0 u ,s GRAPHICSCALE SKETCH FHL•F\Drar\hUtt\i�l-BCW-Dmk miulood Pacek\01-cr \nNitELt127.6 SHEET 2 DF 3 14-8c 61_PAR-1127 BCAD Parcels Np•1126,1127,1128,1128.1&1129-Surplus Parcel 44-Follo No:5042-28-01-0050&6042-29-11-0040170 Page 21 of 56 Instr#i 115344445 , Page 23 of 56 STONER&ASSOCIATES, INC.SURVEYORS-MAPPERS 4341 S.W. 62nd Avenue FloddaLkensedSumty Tel. (954) 585—D997 Doyle. Florido"33314 and Mapp*g Business No.WM Fax (954) 565-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128 LYING BELOW ELEVATION 34.1 FEET,NAM.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,r:LORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 34.1 FEET(NAVD 88).SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE NORTH ONE-HALF OF LOT C.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS'RECORDED 1N PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA CERTIFICATE: QD THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREONiSACCURATE AND CORRECT'TO THE BEET OF W KNOWLEDGE AMD �/� tN BELIEF. SEAL DATE: Sep 15, 2014 NOT VALID UNLESS d 1 REYISEO PER BCAD COULUM 109/03/141 an RICHARD G. CRAWFORD Jr. SEALED HERE WITH al AN EMBOSSED 6- PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYOR'S SEAL =o MA R HE •ON IS CO CO ASSOCIATES,INC.ANO SNM-L NOT BE ROW40VCED IN WHOLH ORW KETCH: D CH CKED 9Y 1EL OOK PAR�TNCOTPERMIBSION OF STONER RASSOCIATES,INC. 07/08/14 BY JOS N/A SHEET 10F3 X N BCAD Parcels No.1'126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:5042-29.01-0050&5042-29-1 i-0040fl0 Page 23 of 58 Instr# 115344445 Page 25 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. Fiodda Licensed Sumay Davie, Florida 33314 and ht9pp/ng Business No.6633 fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128 LYING BELOW ELEVATION34.f FEET,N.A.V.D.88 BRO WARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED-FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2.THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHT^—OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). i 6. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31.PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 8.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S_SURVEY FEET AND DECIMAL PARTS THEREOF. I 7.THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS 1S NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE I NEAREST ONE TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. I I I l F f i SKETCH NO. FM-h\Orow DR\14-0051-Dmk Inted"P=d&\01-0mwb s\PIKQLJ12aq q SHEET 3 OF 3 14-8061_PAR-1128 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-0040170 Page 25 of 58 I Instr# 115344445 , Page 27 of 56 $TONER&ASSOCIATES, INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS F/odolucensed5urvey Tel. (954) 585-0997 Davie, Florida 33314 endMep/XngBus+nessNa6W Fox (954) 585-3927 SKErCH OF DESCRIPTION PARCEL NO. 1128 LYING ABOVE ELEVATION 34.1 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORID I I 2500' LOT D I J I I I I sy- 179.09 J SB� N.LINE, TRACT C N. 1/2, LOT C I RAVENSWOOD HEIGHTS a I J z (P.B.31,PG.6,B,C,R,)UJ W I� > �° "a PARCEL No. 1128 ag < 0 yICN I fl 10 179.00' _ I I O I � � LL � I I S. 1/2, LOT C I I RAVENSWOOD HEIGHTS i m (P.B,31,PG.6,B.C,R,) z I ul I I I 25.00' �2S'UTILk7Y EASEMENT(P) S.Ume,TRACT C �%I I _I— --- —^—� 179-W _ ------ PORTION OF TRACT 2,BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T,50S. R.42E. (P.B.2,PG.32,M.D.C.R.) LEGEND: P.B................PLAT BOOK PG.. ..............PAGE B.C.R.............BROWARD COUNTY RECORDS SCALE:1"=30, M.D.0 R............MIAMI-DADE COUNTY RECORDS SEC'S.............SECTIONS (P) .............PER PLAT 61d � I f q....:.............10ENTERLINE � ,s a GRAPHIC SCALE SKETCH NO. Mr:F.\0r**\IDR\14-VA1-Dada fal b d Pae6s\01-0mMgs\PMM_112H1 SHEET 2 OF 3 14-8061_PAR-1128 SCAD Parcels No.1126,1127,1128,1128.1&1 f 29-Surplus Parcel 64-Fotlo No:5W2-29.01.0050&6042-29.1b0040l70 Page 27 of 56 Instr# 115344445 , Pag, 29 of 56 STONER&ASSOCIATES,INC. 4341 SX 62nd Avenue SURVEYORS-MAPPERS Tel. (954) 585-0997 Florida Licensed Survey Davie, Florida 33314 andMeppingBuslnessNo.6633 Fax (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128.1 LYING BELOW ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 37.3 FEET(NAVD 6B),SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE SOUTH ONE-HALF OF LOT C,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. ERTIFICATE: THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON IS ACCURATE ANOCORRECT TOTHE BEST OF MY KNOWLE00e AND Co BELIEF. SEAL DATE: Sep 15, 2014 NOT VAUD UNLESS 1 Re4SED PER 001AA(ENtS 6VEMO413/14 i>RL RICHARD G. CRAWFORD Jr. SEAN D HERE WITH a PROFESSIONAL SURVEYO R AND MAPPER N0.5371 — STATE OF FLORIDA SURVEYOR'S EMBOSSED 0 1 SURVEYOR'S SEAL z t0 M MN L SMMYN HE -ON IS IHe PROPE F T V O ASSOUATES.INO.ANO SHALL NOT BE REPRODUCED IN WHOLE OR IN F WT RAW CH 6Y FIELD BOOK PARIVATHOUTPEAASISMONOFSTONER&ASSOCIATES.ING 07/OB/14 DRL JOS N/A SHEET10F3 r COPYFBGH 2014 BCAD Parcels No.1126.1127,1128,1128.1&1129-Surplus Parcel 04-Folio No:5042-29-01-0050&5042-29-11-0040/70 Page 29 of 56 InstrW 115344445 , Page .31 of 56 t STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954 585-0997 4341 S.W. 62nd AVE. Ffortda Licensed Survey Davie, Florida 33314 andMeppMg29=6 ssN.603 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128.1 LYING BELOW ELEVATION 37.3 FEET,N,AY.D.88 BROWARD COUNTY WESTSIDE PROPERTIESAT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL.REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD),SAID MEMORANDUM IS ENTITLED"FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF 9ROWARO COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY SCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON,FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD 88). 5.THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31,PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF, 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). B. THIS LEGAL DESCRIPTION 1S ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. S.THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH No. ME F. \MR 14-W61-W.Wenaa Pm*\0I \rMCI1L112&I.a SHEET 3 OF 3 146061_PAR-1128.1 BCAO Parcels No.1126.1127,1128,1128.1&1,129.Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-W40170 Page 31 of 56 Instr# 115344445 , Page 33 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. Florida Licensed Survey Davie, Florida 33314 and lNappingSusinessNo.W33 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTY WESTS/DE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANfA BEACH,BROWARD COUNTY,FLORIDA I I zsoo' LOT D I I I I I B 179.00' � I �'r8b0. N.LINE, TRACT C � I i uj I z ( N. 1/2, LOT C { I uJ p I RAVENSWOOD HEIGHTS �W I� I O {P.e,31,PG.6,B.C.R.} pig I I m cV UJ I w" cV �a 179.00' i OO I u- sew o S. 112, LOT C b RAVENSWOOD HEIGHTS I� u? (P.B.31,PG.6,B.C.R.) PARCEL No. 1128.1 25,00' S.LINE,TRACT C 8q 9OZ 2.&UTILITY EASEMENT(P)----- -------179.D0'------- ------�PORTION --- PORTION OF TRACT 2,BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T.50S. R,42E. (P.B,2,PG.32,M.D.C.R.) 1V LEGEND: P.B................PLAT BOOK PG.. .............. PAGE B.C.R..............BROWARD COUNTY RECORDS SCALE.1'=30' M.D.C.R.............M)AMI-DADE COUNTY RECORDS SEC'S..............SECTIONS (P) .............PER PLAT rt..................CENTERLINE 0 ra ,s 10 so GRAPHIC SCALE SKETCH NO. nfk F:\pm\WpR\14-506I-Donb Intal000f I SHEET 2 OF 3 14.8061 PAR-1128.1 BCAD Parcels No.1120,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29.11-0040R0 Page 33 of 56 t Instr# 115344445 , Page .35 of 56, 5STONER&ASSOCIATES, INC. SURVEYORS-MAPPERS 4341 S.W. 62nd Avenue Florida LlcensedSurvey Tel. (854) 585 0997 Dovie, Florida 33314 end Mapping 8uslness Ab.6633 Fox (954) 555-3927 LEGAL DESCRIPTION OF PARCEL NO. 1129 LYING BELOW ELEVATION 40.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 40.6 FEET(NAVD 88),SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE WEST 204 FEET OF THE EAST 454 FEET OF THE NORTH 82.75 FEET OF THE SOUTH 257,75 FEET OF TRACT 2,BLOCK 1,OF PLAT OF SECTIONS 28,29,31,AND 32,BEING IN SECTION 29,TOWNSHIP 50 SOUTH,RANGE42 EAST,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 2,AT PAGE 32,OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA:RESERVING EASEMENT OVER THE WEST 26 FEET THEREOF FOR ROAD RIGHT-OF-WAY. SAID LAND SITUATE,LYING AND BEING IN CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON IS ACCURATEANDCORRECT TOTHE 8ESTOF WKNOWLEDGEANO BELIEF. SEA DALE Oct 29, 2014 SEAL < + REY75F.D PER BCAD D011MENTS 09 07 1a ORL RICHARD G. CRAWFORD Jr. NOT VALID UNLESS 0. SEALED HERE WITH 2 9— Rum PER SM COMMFMB 10/29/14 DAL PROFESSIONAL SURVEYOR MA MAPPER NO. 5371 —STATE OF FLORIDA � EMBOSSED g�i SURVEYOR'S SEAL o MATERIALTHE 3NMN HEREON 13 THE PROPERTY OF STONER& ASSOCIATES.INC.AND SHALL NOT BE REPRODUCED RiWHOLE GRIN CHE KED Y flELO SWK PART WTHOUTPEFWIMCN OF STONER&ASSOCIATES1cm .INC. D7/OB�14 DR JD5 N/A SHEET10F3 'r RIGH 2O1f BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-MOM-0050&5042-29-11.0040170 Page 36 o156 Instr4 115344445 , Page. 37 of 56 STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERSFlorida Licensed Survey Tel. (954) 565—D997 Davle, Florida 33314 and Mapping Business Mo,6W2 Fox (954) 585--3927 SURVEYOnS NOTES PARCEL NO, 1129 LYING BELOW ELEVATION 40,6 FEET,N A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD'INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL,PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HFJGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED'FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22.2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2.THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUD ERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 08). 5. THE BEARINGS SHOWN HEREON ARE RELATIVE TO GRID NORTH,FLORIDA STATE PLANE COORDINATES (EAST ZONE). 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEETAND DECIMAL PARTS THEREOF, 7_ THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3OF 3. 9.THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH NO. I>IE P,Orow\HM\14-=-Dmb Iderlmd vcrcds\sl-ao nnSy\v �nzs•a n SHEET 3 OF 3 14-8061_PAR-1129 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel A4-Follo No:6042-29.01-0060&5D42-29.11.0040170 Page 37 o156 Instr# 115344445 , Page 39 of 56 5STONER&ASSOC►ATES, INC. SURVEYORS MA7ERS Tel. 954 5 4341 S.W. 62nd AVE. Florida Licensedsy ( ) 85.0997 Davie, Florida 33314 and Mapping Business 6833 Fax (954) 5B5-3927 SKETCH OF DESCRIPTION PARCEL.NO. 1129 LYING ABOVE ELEVATION 40.6 FEET,N.A.V;D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LU Z LOT C I Q RAVENSWOOD HEIGHTS ! (P.B.31,PG.6,B.C.R.) Ny N.88a37'06'E. 204.00' N w LO �Q 1 f PARCEL No. 1129 x m NQ fui PORTION OF TRACT 2,BLOCK 1 u3 w C3 W� f OF SEC.29-50.42 N Z OI W PLAT OF SEC'S.28.29.31 AND 32 co U c LU 0C T.80S. RA2E. (P.a.2,PG.32,O.C.R.) o m x Q O o 2 N W �1 2id W 204.00' U rn N LU th a ,j- z� � i ra S.W37'06"1N. 204.00' I_ G w9 Z Q) m N PARCEL"N' <D '4 Cj "' "D.AND C.PROPERTIES" !—Uj (P.B.111.PG.49.B.C.PQ V� o O S.LINE,TRACT 2.BLOCK 1 z ! ea __ 5.88'37'08'Nl. 250.00' NE:CORNER TRACT 2,BLOCK 1 . I I LEGEND: P.B................PLAT BOOK PG.. .............. PAGE B.C.R..............BROWARD COUNTY RECORDS D.C.R..............DADE COUNTY RECORDS SCALE:1"=40' SEC'S.............SECTIONS W SEC. . ..........SECTION f . . ........... BREAK IN SCALE p is m 4a m GRAPHIC SCALE SXETCH No. FILE R\0.\01 N-e0af-D.*MtM{ aa OOd eowd: - �PARCE1-n29 SHEET 2 OF 3 14-8061_PAR-1129 SCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:6042-29-01.0050&6042-29-11-0040R0 Page 39 of 66 Znstr# 115344445 Page 41 of 56 EXHIBIT"2"TO DECLARATION AIRSPACE PARCELS BCAD Parcels No.1126.1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:6042-29-01.0050&5042-29-11-0040f70 Page 41 of 56 Instr# 115344445 Page 43 of 56 5STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. Florida licensed Sunray Dane, Florida 33314 e"d�4appingBusinessN.6623 Fox (954) 5B5-3927 SKETCH OF DESCRIPTION PARCEL NO. 1126 LYING ABOVE ELEVATION 30.6 FEET,N,A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LA UDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,F,DRID i P.o.s. N S.88'35'45"W. N.E.CORNER I LOT A 30.84' LOT B ——— — ——————N.88'3645"E, 184.1&—————-- — S.88°35146W_ 35.00' —� � --- N.LiNE, LOTB ----^---- N I I 6 PARCEL No. 1126 �7' I ut N. 1/2 LOT B oa +N to o : o to W RAVENSWOOD HEIGHTS poW cNn- W n W a ` 1 I w (PA.31,PG.6,B.C.R.) o oFZ TA z W O (if a > (V N cc < ❑ I V J N (� O a o I j I,LL�LL.Lj.. a� m I N.88°3645"E. 196.83' ,_! Z NI cs N.88'36'45"E.(C) z s U I I N.88'36'41"S 1D7' 1 w I S. 1/2 LOT B I j RAVENSWOOD HEIGHTS z l I w (P.B.31.PG.6.B.C.R.) 3 I w I I � I l 38.W I $.LINE, LOTS A— — LEGEND: i P.B................PLAT BOOK P.O.C. i PG.. . ..PAGE —_ — 11 S.E.CORNER B.C.R. — — i! ..............SROWARD COUNTY RECORDS N.E.1J4,SEC.2950-a2 ...........(P) ..PER PLAT C6. ................DENTERLINE P.O.0..............POINT COMMENCEMENT P.O.B..............POINT OF BEGINNING CA= .............CENTRALANGLE A. .............RC DISTANCE SCALE:t•=40 TB= .............TANGENT BEARING SEC. .............SECTION 0 +o ao a w . . ........ l3REAKINSCALE GRAPHIC SCALE SKL7CH NO. ME,PVm\� w\14-MI-Do*a l r�\w am.� �n2sa v SHEET 2 OF 3 14-8061_PAR-1128 BCAD Parcels No.1126.1127,1128,1128.1&1129-Surplus Parcel*4-Follo No:5042-29-01.0050&5042-29-11-0040/70 Page 43 of 56 Instr# 115344445 , Page 45 of 56 STONER&•ASSOCIATES, INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd Avenue FloddaLivensedSumey Davie, Florida 33314 end Mapping Business No.6633 Fax (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1127 LYING ABOVE ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE AIRSPACE.LYING ABOVE AND CONTINUING UPWARD,ABOVE A HORIZONTAL PLANE HAVING AN ELEVATION OF 30.9 FEET(NAVD 88),SAID HORIZONTAL PLANE AND AIRSPACE BEING SITUATE ABOVE THE FOLLOWING DESCRIBED PARCEL OF LAND: LOT D,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HFREON LS ACCURATE ANDCORRECTTOTHE BEST OF MY KNOWLEDGE AND BELIEF. SEAL DATE: Sep 15, 2014 NOT VALID UNLESS ¢ 1 REVISD PER WAD CDU TS MEN 09/03 14 ORL RICHARD G. CRAWFORD Jr. SEALED HERE PATH AN EAtEtOSS �$G PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 — STATE OF FLORIDA l SURVEYOR`S SEE rAL. THE ft TYOFSTKMR& AS10CIATEAINC.AND SRALL NOT BE REPnODUCED IN WHOLE OR IN DATE OF SKETCH: BY C ECK D FIELD BOOK PARTYWITHOUTP£RMIS$04 OF STORER&ASSOCIATES.IAr.. 07/DB/14 DRL JDS NJA SHEETI OF3 Y� COPVRIO 26t4 H SCAD Parods No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01.0050&5042-29.11-0040170 Page 45 of 56 Instr# 115344445 , Page 47 of 56 CSTONER&ASSOCIATES,INC. SURVEYORS-MAPPERS 4341 S.W. 62nd AVE. Tel. (954) 585-0997 Florida Cleansed Survey Dove, norWa 33314 andMepping8usinessNa6633 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1127 LYING ABOVE ELEVATION 30.9 FEET,N.A.V,D.88 BROWARD COUNTY WESTSIDE PROPERTIESAT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION 1S BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED"FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE,RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWO()D INTERNATIONAL AIRPORT(ILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORDTHAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4.THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 64 5. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31,PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6. MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED 1N U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7 THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE ^ PROPERTY(THIS IS NOT A SURVEY). 8 THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH NO. FIE R\0m.\HM\I4-$WI-omb Ntalowl P=ds -Drn MCEL1l27. SHEET 3 OF 3 14-8461_PAR-1127 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel94-Follo No:5042-29-01.0050&5D42-29-11-0040R0 Page 47 of 56 Instr# 115344445 , Page 49 of 56 STONER&ASSOCIATES,INC. ( Tel. 954) 5$5-0897 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS Fbrida!lcensedSu-oy Davie, Florida 33314 and Map g Business No.6= Fax (954) 565-3927 SKETCH OF DESCRIPTION PARCEL NO. 1128 LYING ABOVE ELEVATION 34.1 FEET,N.A.V.D.Be BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORID I I 25.0o LOT D I I i I I I e9. 17s.00' oo I �y N.LINE, TRACT LU N. 112, LOT C RAVENSWOOD HEIGHTS I Z d (P.B.31.PG,6,B.C.R.) I=L I in i > Q PARCEL No, 1128 Q Ito < 0 I I ,Ao 8s. I N W 179.00' I E- © I I O LL i va r I S. 1/2, LOT C I I I RAVENSWOOD HEIGHTS z (P.B.31,PG,6,B.C,R.) . � I I I 25.aa' oy°a F2.5'UTILITY EASEMENT(P) yp I 9p' S.LINE,TRACT C Op I =---178,00—= --___J L�— PORTION OF TRACT 2, BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T.50S. RA2E. (P.B.2,PG,32,M.D.G.R,) N LFGEND: P,B................PLAT BOOK PG_..........__ PAGE B.C.R..............BROWARD COUNTY RECORDS SCALE:1'=30' M.D.C.R...........MIAMI-DADE COUNTY RECORDS SEC'S............. SECTIONS (P) .............PER PLAT q..................CENTERLINE: 0 Ts ,s x 50 GRAPHIC SCALE SKETCH N0. FltE:F:\ao. Dft 14-M-Dmb W6100.1 P—t1:\01-0rnQkgs\P/RC8_1lZ9d SHEET 2 OF 3 1 14-8061_PAR-1128 BCAD Parcels No.11261127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29.01-0050&5042-29-11-004WO Page 49 of 56 Instr# 115344445 , Page 51 of 56 5STONER 4 ASSOCIATES,INC. SURVEYORS-MAPPERS 4341 S.W. 52nd Avenue Florida Lkensed Survey Tel. (954} 585—D997 Dovie, Florida 33314 nndMapping8usrnessNo.6633 Fax (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N,A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE AIRSPACE LYING ABOVE AND CONTINUING UPWARD,ABOVE A HORIZONTAL PLANE HAVING AN ELEVATION OF 37.3 FEET(NAVD 88),SAID HORIZONTAL PLANE AND AIRSPACE BEING SITUATE ABOVE THE FOLLOWING DESCRIBED PARCEL OF LAND: THE SOUTH ONE-HALF OF LOT C,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA ERTIFICATE: THIS IS TO CERTIFY THATTHE SKETCH AND LEGAL OESCRIPTION SHOWN HEREON ISACCURATEMIDCORRECTTOTHEBESTOF MY K40WLMGEAND SEAL SEAL I DATE DATE: Sep 15. 2014 NOT VAUD UNLESS 1 REVISED PER BCAO COMMEMs 0//03 14 ORL RICHARD G. CRAWFORD Jr. SEALED HERE WITH a AN EMBOSSED 6 i SMALL 7MA NLCi N PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYOR'S SEAL Z co S A990ATC3,INC.AND NOTBE1TTNE.PR REPRODUCED IN WHOLE OR NI DATLD E H K K YOFSTONEAASSOTES,IM 4ORAwN DRL JDS N/A SHEET OF O i7PRISSW 07/08/1 BCAD Parcels No.1126.1127,i 128,1128.1 81129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-004000 Page 51 of 66 Instr# 115344445 , Page 53 of 56. STONER&AS50CJATES,INC. SURVEYQRS-MAPP6R5 Tel- (954) 585-0997 4341 S.W. 62nd AVE, FloddaLicensed5urvey Davie, Florido 33314 and Mopping Business No.M33 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTYWESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONALAIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED"FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS"AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY, 2.THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON,FOR MORE INFORMATION CONSULTTHE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4, THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 5.THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE 70 THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31.PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS 1S NOT A SURV EY1. 8.THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF& 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT, SKETCH NO. FI4E:r:\Dtox\1NR\t4-8061-emio Mlerlacd,Pacds 01-Orumga MtEL-u�At.d.q SHEET 3 OF 3 14-8061_PAR•1128.1 BCAD Parcels No.1126,1127,1128,1128.1 81129-Surplus Parcel#4-Folio No:5042-29.01-0650 8,5042-29-11-004D170 Page 53 of 56 I Insir# 115344445 , Page 65 of 56 i l I i i STONER&ASSOCIATES, INC. SURVEYORS-MAPPERS ► 4341 S.W. 62nd AVE. Florida licensed Survey Tel. (954) 585-0997 Davie, Florida 33314 and Mapping Business No.6633 Fax (954) 585-3927 1 i j SKETCH OF DESCRIPTION PARCEL NO. 1129 LYING ABOVE ELEVATION 40.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE HOLLYWOOD INTERNATIONALAIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA � W I cN�I Z LOT CLIj 1 Q RAVENSWOOD HEIGHTS (P.B.31.PG.S.B.C.R.) I N.88'37'06"E. 204.00' N mo "b. 454.00' ) r co ' co o PARCEL No. 1129 CO N z PORTION OF TRACT 2,BLOCK 1 Uj iLl z OF SEC.29-50-42 �' = Q ul �0 PLAT OF SEC'S.28,29,31 AND 32 N Z O I i4 w �� T.50S. R.42E. O > In og I (P.B.2,PG.32,D.C.R.) [n N x Q OI z -----I co �j 0 �3 f/)3` 204.00' U 01 N LL!N ��t ao. I W Hi _Iw 6 d S.88'37'06"W. 204.00' i- O W ZCq Q t rn PARCEL"N' cv j N "D.AND C.PROPERTIES" o 111,PG.49,B.C.R.) N U3 aLL LL l-O Z ) $.LINE,TRACT 2,BLOCK 1 dbl- 8,8s"37106"W.250.00' NE CORNER TRACT 2,BLOCK 1 ) 1 LEGEND: P.B................PLAT BOOK PG.. .............. PAGE ' B.C.R..............BROWARD COUNTY RECORDS D.C.R.............DADE COUNTY RECORDS SCALE:1"=40' SEC'S.............SECTIONS SEC. .............SECTION � . . ........... BREAK IN SCALE p io20 m 1 GRAPHIC SCALE SKETCH NO. FM F.\Dt9M\HWkI4-8MI-DO%Inluiocd va als\pl p�a�ys�PwRtEt-1�z9 dr SHEET 2 OF 3 14-8061_PAR-1129 BCAD Parcels No.1128,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&50 4 2-29-1 1-00 4 017 0 Page 56 of 56 BROWARD COUNTY Planning ' ;fix Council March 12, 2019 Stuart G. Moraitis 2833 Northeast 24 Street Fort Lauderdale, Florida 33305 Dear Mr. Moraitis: Re: Platting requirements for a parcel legally described as the North%of Tract B and all of Tracts C and D, "Ravenswood Heights," according to the Plat thereof, as recorded in Plat Book 31, Page 6, of the Public Records of Broward County, Florida, together with a portion of Lot 2, Block 1, Section 29, "Plat of Sections 28, 29, 31 and 32," according to the Plat thereof, as recorded in Plat Book 2, Page 32, of the Public Records of Miami-Dade County, Florida, said lands situate, lying and being in Broward County, Florida, less a portion for right-of-way purposes. This parcel is generally located between Ravenswood Road and Southwest 22 Avenue and between Southwest 39 Street and Southwest 42 Street, in the City of Dania Beach. This letter is in response to your correspondence regarding the Broward County Land Use Plan's platting requirements for a proposed non-residential development on the above referenced parcel. Planning Council staff has determined that replatting would be required by Policy 2.13.1 of the 1 Broward County Land Use Plan.As per the criteria of Policy 2.13.1,platting is required for the issuance of building permits when constructing a non-residential or multi-family building unless all of the following conditions are met: a. The lot or parcel is smaller than 10 acres and is unrelated to any adjacent development; b. The lot or parcel has been specifically delineated in a recorded plat; C. All land within the lot or parcel which is necessary to comply with the County Trafficways Plan has been conveyed to the public by deed or easement;and d. The proposed development is in compliance with the applicable land development regulations. The subject parcel is less than 10 acres (approximately 1.66 acres), but it does not meet the specifically delineated requirement. A lot or parcel which has been specifically delineated in a recorded plat is one which can be described solely by reference to a plat and one or more identifying numbers such as a block and lot number, for example, Lot 5, Block 3, of John Doe Subdivision. The description of"the North%of Tract B and a portion of Lot 2, Block 1" is an example of a parcel which is not specifically delineated. 115 Soulh Andrews Avenue, Room 307 • Fort Louderdale,Florida 33301 954.357.6695 • [3roward.oifl/Plannint�Council Stuart G. Moraitis March 12, 2019 Page Two Planning Council staff notes that when a specifically delineated parcel platted before June 4, 1953 (i.e. all of Tracts C and D, "Ravenswood Heights") is combined with a parcel platted before June 4, 1953, but not specifically delineated (i.e. the North % of Tract 8 and a portion of Lot 2, Block 1), or with vacated rights-of-way, Policy 2.13.1 of the Broward County Land Use Plan would not require platting if the specifically delineated portion of the parcel constitutes the majority of the enlarged parcel and the development parcel is less than 10 acres; in this case, the specifically delineated portion does not constitute a majority of the enlarged parcel; therefore, replatting would be required. However, Planning Council staff also notes that if the principal building(s) is constructed solely on Tracts C and D, which is the specifically delineated portion of the subject site, then replatting would not be required. Conversely,as described above, replatting is required if any portion of the principal building(s) is located on the non-specifically delineated lands of the subject site. It is recommended that you contact Broward County's Planning and Development Management Division at 954-357-6666, regarding the platting process. The contents of this letter are not a judgment as to whether this development proposal complies with the Broward County Trafficways Plan, permitted uses and densities, local zoning, the land development regulations of the municipality or the development review requirements of the Broward County Land Use Plan, including concurrency requirements. If you have any additional questions regarding the Broward County Land Use Plan's platting requirements, please contact Kenneth Wenning, of Planning Council staff, at your convenience. Respectfully, Barbara Blake oy Executive Director BBB:KJW cc: Ana M.Garcia, City Manager City of Dania Beach Marc LaFerrier,AICP, Director, Community Development Department City of Dania Beach r: .o, robert vick architect, po MAY 0 2 2019 City of Dania Beach Department Community Development Development Review Committee Members 100 West Dania Beach Blvd Dania Beach, FL 33004 RE: DRC Submittal Outboard Dynamics LLC 3998 SW 22"d Ave, Dania Beach, FL 33312 May 1,2019 Package Contents: • Project Description • Open Items and Additional Information • Traffic Study Memo • Environmental Impact Memo • Surveys • Declaration of Covenants Restrictions and Easements • Broward County Plat Determination Letter • Full Set 24x36 Architectural,Civil, Landscape,and MEP DRC Submittal Documents • Specification Sheet for Mailbox 1600 northeast 261 street■suite A•wilton monors,f 33305 954-463-6340 • fax 954-463-6443 • odmin@vickorch.com • AA 002916 Proiect Description After careful consideration and investigation this property was purchased to develop a nautical related development for the sales and service for outboard board motors and related boating services. This project will consist of 3 buildings all to be accessible from Anglers avenue as well as S.W 22nd avenue with a thru access drive. Building 1: 3,880 sq.ft.fronts Anglers avenue will be used for sales, parts storage, business and office. Building 2: 4,000 sq.ft.fronts SW 22nd avenue will be used for parts storage and other nautical related services. Building 3: 13,500 sq.ft.fronts SW 22nd avenue will be used for marine engine repair on outboard engines from inside the building. The style of architecture for all three buildings is simple, modern and of the international style of architecture. We will be keeping as many of the existing trees as possible and supplementing them with high quality landscape materials. Our goal is to develop a quality campus of buildings with a clean and modern aesthetic that is well maintained and a valuable neighbor for the city of Dania Beach, Open Items and Additional Information • The proposed project will require both FAA and BCAD approvals due to its proximity to Fort Lauderdale-Hollywood International Airport.Robert Vick Architect has started this process with BCAD.Our contact at BCAD is Karen Friedman,AICP,Senior Planner. Upon receipt of conditional approval from BCAD Robert Vick Architect will begin the process of FAA approval.We understand the final DRC sign-off will not be issued until submittal of the above described. • The subject property will need to be re-platted and recorded with Broward County due to the age of the current plats. Pinnell Survey, Inc. has been contracted for the process of re-platting and recording the updated plat with Broward County.This process is expected to take between 6&12 months to complete. It is our understanding that we can continue to proceed with DRC approval and construction document submittal and review.We do understand that the building permit will not be issued until completion of the platting process. • The City of Dania Beach Code of Ordinances Industrial Design Standards Sec 511-30(M)states that: Work area or storage doors and open bays shall not open toward or be otherwise visible from any of the designated principal roads. The code does not clearly define what is considered a designated principal road. We understand that we may be required to apply for a variance for the building 3 roll-up doors which face SW 22 Ave.We would ask the committee to consider whether or not SW 22 Ave should be considered a designated principal road as it is currently unimproved and only serves the subject property and the adjacent property to the north which already has not only 4 existing roll up doors but also a dumpster enclosure facing SW 22 Ave. • At this time the owner has elected not to install a sign.The sign application for this project will be in the future by the sign vendor under a separate review. 1250-6 VERTICAL STYLE MAILBOX i 6 3/4"MIN 6 7/8" WALL DEPTH NET DEPTH 35 5/8" NET ) 34 1/8"R.O. 1 —(AS REQUIRED)— Jr 0 J o I I Q o cp 17 /4" ` ' 191/6" p .0 0 0 0 0 o I R.O. I N T W 2 p I I V) I z I6)" 66" LL I i MAX M x I t M N M N 1 C= t I FINISHED FLOOR FINISHED FLOOR (RECESS MOUNT) (SURFACE MOUNT) `y I NOTES: Puce : 1250-6 VERTICAL STYLE MAILBOX 1. (1)1250-6 SERIES ALUMINUM CABINET WITH(5)STANDARD SIZE DOORS (16"H X 5 1/2"W),AND(1)STANDARD SIZE MASTER DOOR PREPARED FOR POSTAL MASTER LOCK. 2. CLEAR ANODIZED FINISH. MODEL 1250-6 REV D 3. 5-PIN CYLINDER CAM TYPE LOCK WITH(2)KEYS EACH. FLORENCE SCALE NONE LAST REV DATE 4. TENANT NAME CARD HOLDER ON EACH DOOR. _ 04/25/2018 5. RECESSED MOUNT(NO COLLAR REQUIRED). E CORPORATION DRAWING NUMBER DRAWN BY 6. PRIVATE MASTER LOCK OPTION. CS5049 RAK � 5935 Corporate Dave•Manhattan,KS 66503 7. SURFACE MOUNT OPTION. 800.275.1747-www.florencemailboxes.com MILLER LEGG Memorandum E 0 M Date: March 14"'2019 • MAY 0 2 2019 To: John Beach,Robert Vick Architects,PA From: Dylan Larson,Principal,Miller Legg Re: Outboard Dynamics Biological Review ML project# 19-00027 A biological review was conducted by a Miller Legg (ML) biologist at the t1.7 acre site on March 13"' 2019, reviewing the site for the potential presence of protected habitats,wildlife and vegetative species. Dania Beach City code Article 250 states that"any existing natural land area in excess of one-half(%) acre in the city rmrsi provide for the avoidance of impacts to or the safe capture and relocation of any wildlife species protected by federal a)- state lair in accordance with relevant permits and regulations." Prior to the site visit, ML reviewed and complied a preliminary list of potential protected species to be observed in this location utilizing the U.S.Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) online system, the Florida Fish and Wildlife Conservation Commission's(FFWCC)publication:Florida's Endangered Species, Threatened Species and Species of Special Concern Official Lists (Updated May 2017) and Florida Natural Areas Inventory (FNAI). The Florida Department of Agriculture and Consumer Services: Florida's endangered and threatened Plants, IPaC database and FNAI were also utilized to categorize the potential protected flora species that could be observed onsite. Due to the size and lack of dense vegetation coverage ML was able to walk the entirety of the site without having to setup set transects. Upon review, the site was observed as a vacant empty lot with sporadic trees and palms and along the perimeter and the center with large patches of invasive exotic vegetation including bowstring hemp (Sansevieria hyacinthoides) and oyster plant (Tradescantia spothacea) along the periphery. Numerous brown anoles and green iguanas were observed in these patches; both species are non-native and require no species permitting. Large trees were observed throughout the site including figs(Ficrrs spp.), slash pines (Pinrts elliottii), live oak (Quercrrs virginiana) non-native Norfolk Island pine (Araucaria heterophylla) and category I invasive exotic bishopwood (Bischofra jovanica). Palms observed onsite included cabbage palms (Sabal pahnelto), royal palm (Ro),stonea regia) coconut palm (Cocos nucifera) and Montgomery palm (Veitchia arecina). Trees were checked for the presence of bird presence or nesting. Three(3) large dead slash pines were observed in the center with one having several holes potentially made by a woodpecker but no birds were observed during the review. Review of the databases prior to the site visit reported three(3)endangered flowering plants with ranges known to overlap the property. The protected vegetation included beach jacquemontia(Jacquenaonlia reclinato),Okeechobee gourd (Cucurbila okeechobeensiss ssp. Okeechobeensis), and tiny polygala (Polygala smallii). Due to site conditions, presence of these species was unlikely and review by ML these species were not observed during this visit and therefore no permitting is required. Review of protected species databases prior to the site review listed 23 endangered species on the IPaC online system and 19 species on the FNAI biodiversity matrix with known or predicted ranges overlapping the property. These preliminary reviews typically incorporate summarized data collection from larger polygons that include the property limits and most species can be immediately checked off the list due to the lack of appropriate habitat. During the ML site review no protected species were observed and due to the observed site conditions, ML's opinion is that this site does not have protected species that require permitting. No burrows or appropriate soil Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 characteristics for burrowing were observed. Through onsite discussion with the local community it was learned that the only species typically observed where green iguanas inhabiting the dense invasive exotic shrubs along the periphery. Two (2) species of protected woodpeckers were listed in the 1PaC review, however were not listed in the FNAI. These species were the ivory-billed woodpecker(Campephihrs principalis)and red-cockaded woodpecker(Picoides borealis). These species are extremely rare and the site did not support the tree habitat utilized by the species. Ivory-billed woodpecker (Campephihis principalis) typically are in old growth forests and utilize the bark of recently dead trees for feeding. Red-cockaded woodpecker (Picoides borealis) nest in cavities in living trees indicating that although woodpecker activity was observed on a dead slash pine trunk it is highly unlikely these birds created them. These holes were most likely created by the more common species of woodpecker observed in South Florida, the red-bellied woodpecker (Melanerpes carolinus) which requires no permitting for this species. The one species that is known to occur in the vicinity and is considered likely within the FNAI matrix was the wood stork (A9ycteria Americana). Wood storks nest in mixed hardwood swamps, sloughs, mangroves, and cypress domes/strands in Florida,this type of habitat was not observed on the property and therefore ML does not anticipate permitting for the presence of wood storks. Due to the lack of protected species observed and lack of critical habitat or appropriate habitat protected species permitting is not required for this site. No further action is needed for species permitting. Trees: ML notes that the large trees observed scattered throughout the site would require a tree removal license prior to any land clearing and site development that would result in the removal of these trees. A tree survey and site plan of identical scale designating those trees which are proposed to be preserved, relocated or removed is needed for license application. \\sfo-main\data\Projects\2019\19-00027-Oulboard Dynamics Biolog RvMDocumenls\Reports\Outboard Dynamics Biological Review- 3-14- 19 docx 'NN 0- Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 It ��• � �y, �, Photo No. 1 —Representative photo of site conditions observed.Note empty lot with sporadic Florida native and non-native trees. ��g' s i• _.9 t- ` t i Photo No. 2—Representative photo of observed site conditions. Note worn out path in the grass from vehicle activity. Ile 'r• 111 it{y hkG� N lot, u. r 444 nnn I'1 ` . �pf i � ,ram 1'a' .,. 4., 4.1 ji tj Mlt "00 !{y r S , z � w `f ��. -r+'7 S Si`bh'�dt,,..s,•�'�'{'�'��*)n� � %�� ;t7�fr >r<McYfryTt 'j ;, 'ffi�LL � a ?� x ,� t{ y�. �ryywj' rF bb .'I~,+ - �h7t f1}Sy}�r� �N+ s° > t3 {� }�+ `'"� r '.(f,} t;• ,y 5•,?��t+r�" :;` �sfr..�,;# tit�p�kL / rrr r I r l r rr r • / 'rr r I/I t a h f + } � ,- -�..: �,�� t ,�, .,� � •.s.•�„ r e i r {ate s � i t .� df{�J`�yj�� •a M $3,r g e � <i {I Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 .s Z= f. Photo No. 7—A large patch of invasive bowstring hemp(Sansevieria hyacinihoidJes). Numerous non-native lizards were observed using this as shelter. s � 1 I', r�3 S< M1 �ry'1�MNw� x l `u �,.� . xis }.ya�*,�S Pr t:. r t, '_'KCr `� t�(`} pt�j` `fK,�"�7'S �-.•R'i'`,�..r:�.a. �! v��xt'Sti� S�> •iXd11S.r +.,�z �:aY� a1^6��+� t� )s�,�. �n !<•�('•,'' �Tsa',��r�.� ;, ` � ��?�� t�1�j�.�"G�,s,:�•n„�if�'.� � 4 ff'� rr 1�,`y�i �� ,�,.1'�� y'.1�`"' ��fmt?O�•a•'0�s o'�6Jid �#_ ��+"�;��;�r� �� ^.at.�,Yf J�f-ti 4+ +q`'•`l�s�t��i$ � � / / i••�,� j �� * �3sJw A* .tv8 �,r;ZJ�,}Y#'' by,�',t12'i �.a�x� ,:r�,Piti�,,'9. �:�,� `��-.��•'�� `j�l.�t,��(q'`I+1��lR�.I�o_:9`�4,>�. ,�..t+ tt, 4�r� .,�g�13'i�'`�P^,' ,frna:r• +$': ft' '«ir ''.::?� ,c:kp� �:! `\ { `,• %AT`t Yn` ..L r[�' n �•3 h: 1-d..q. Y. 1 •! Photo No. 8—Debi-is patches were checked throughout the site for the presence of protected species. Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 :$ t 4A .ter r • t 4 Ya r ,. •1 .� F s..4MW �a�fi R Photo No. 9— Inhabited and abandon vehicles were observed scattered throughout the southwestern portion of the site. a Photo No. 10—A large dead slash pine observed with distinct woodpecker holes. No birds were observed during the review. rr� � t x � e ELL DIEYN1 \ � Ak. i �' ♦1t I I z8330��4�t*�� Fort Lauderdale,Ff.9.43Q$ Auguot25, 2019 City of Dania Beach Office of the City Clerk 2O0VVDania Beach Boulevard Dania Beach, FL33004 Re: Authorization Letter To Whom it May Concern: Please accept this letter of authorization permitting Stephanie J. Toothaker' Esq. of Stephanie J. Toothake/^ Esq., P.A. (tnothaker.o/g) to represent the interests of Outboard Dynamics, LL[ before the City of Fort Lauderdale and Brnward County. Sincerely STATE OpFLORIDA COUNTY OF Sworn to(or affirmed)and subscribed before me this dxvo�� ' zoJ[]� hv Signature of Notary My COMM.Expires Mar 16,2021 Print name of Notary Personally Known/_(OR)Produced Identification _____ Type nf Identification Produced C ;of Dania Beach, Florida Department of Community Development Planning and Zoning Division (954) 924-6805 X3643 DANIA BEACH (954) 922-2687 Fax SEA Ii LIVE IT.LOVE❑. Standard Development Application E C'7771 V= ❑ Administrative variance MAY 0 2 2019- 9 ❑ Land Use Amendment ❑ Plat ❑ Rezoning Date Rec'd: Site Plan I ❑ Special Exception Petition No.: .?-? — it a variance ❑ Other: (SEE A PPL XA rrON rYPE SCHED UL E ON PA GES 3&4) THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL NECESARRY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 319 $ SW 2 ,4 Ave Lot(s): Block: Subdivision: SG< Cl( l f A C ke i Recorded Plat Name: 5er.- ra &C-4cd Folio Number(s): See (4 6(/L Legal Description: C. 69)Consultant/Legal Representative (circle one) 5 wart I�D rr(.t I TES Address of A plicant: r2g� N.E. � 54rcc/.I. 0-Fat + ZA -EV Il i. 3�30J'� Rusin T M�� n : 5; ��7 l �) J� `��3 (�J S�2q- 196 2 ess a ep �e Home. 3 � Fax. a 7 E-mail address: S I M D f'"A I f`l j Name of Property Owner: 5�V4r - 114Dr41 4 .s Address of Property`Owner: o2 � ! -G' 41 �� LIadc-�dd c F1, 3j3©S Business Telephone: ��g_0,5 7! "5Y S'6.3-s�3 5 �E x -,2 -D 37 Explanation of Request: 51 !', PI&n Approvoi a- D Rir.. yq% For Plats please provide proposed Plat.Name for 14hifances please attach Criteria_ tatement as per Section 625.40 of the Land Development Code. 91 Prop. Net Acreage: Gross Acreage: /t&I Prop. Square Footage: 70. D Existing Use: Y o'c_&Y1� Proposed Use: sa^ )e,S , 5-e « G�v►G� �pa, r 1 of 4 Updated 02/2017 Is property owned oindiv dual&,y, by a corporation, association, or a joint venture? AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being madt the CRY f D n' Beac . If I/We qre j�S unable to be present, I/we hereby authorize '04 yr4 G (individual/firm to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania Beach Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD By: The foregoing instrument (Owner / Agent signature*) was acknowledged 1� BEFORE ME THIS / DAY OF Q 20_Zy By: (Print name of person acknowledging) (Joint owner signature if applicable) Notary !ti- r CARLAJ.VICK ,► * Comm18e10n#00 25MY (Signature of Notary Public—State of ExplreiNove099,2022 OIA�' eatQwt�wuwgprtA�opry Personally known or Produced Identification Type of identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NO APPLICATION WILL BEAUTOMATICALL YSCHEDULED FOR A MEETING, 0 ALL APPLICATIONS MUST BE DETERMINED COMPLETE 8YSTAFF BEFORE PROCESSING OCCURS, 2of4 Updated 0212017 City of Dania Beach APPLICATION TYPE AND FEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent reviews being processed before the final review and actions by the Planning and Zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per"Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. APPLICATION TYPE FEE LAND USE Assignment of Flex Units or Filing fee=$4,000.00 plus$5.00 per flex, reserve or LAC/RAC unit or hotel room or Acreage $100 per acre or portion of such area Includes Staff processing,2 review cycles,advertising and notice costs Change of Land Use Filing fee=$7,000.00, plus$500.00 per acre or portion of area Includes Staff rocessin 2 review cles advertisin and notice costs ZONING Change of Zoning(Rezoning) Less than 2 acres-$2,500.00 Greater than 2 acres -$6,000.00 Includes Staff processing 2 re view cycles,advertising and notice costs Zoning Code Text Change Changing the list of Permitted Uses-$6,000.00 General Text-$2,000.00 Includes Staff processing,2 review cycles, advertising and notice costs PLAT (Perimeter) Filing fee= $2550.00 plus$50.00 per acre or portion of such area (Subdivision) Filing fee=$2550.00 plus$100 per acre or portion of such area Includes Staff processing,2 review cycles,adveltsing and notice costs Delegation Request $1,500.00 Includes Staff p ocessing,2 review cycles,advertisin and notice costs SITE PLAN -- _ --- Residential, Hotel,Condo-Hotel, Filing fee= $1,000.00 PLUS$10.00 per unit Time-Share, Motel Plus an initial retainer for cost recovery of consultant services of$5,000.00.Additional consultant service fees may be required. Minimum fee =$6,100.00 Includes StaffpMoessilng 2 review cycles,adverVsing and notice costs All other uses Filing fee=$1,000.00 PLUS the following: $5.00 : 100 s.f. for 1t 10,000 s.f., $2.00 : 100 s.f. in excess of 10,000 s.f Plus an initial retainer for cost recovery of consultant services of$4,000.00.Additional consultant service fees may.be required. Minimum fee= $5,500.00 Includes Staff rocessin ,2 review cycles, adveytsiry and notice costs Site Plan Revisions $2,500.00-Includes staff processing and up to 2 review cycles Additional variances associated with any revision to a site plan are charged according to the assocated variance Extension of Approval(s) $1,250.00—Single Extension(PLUS an additional (Site plan,variance,special $ 250.00 for each associated approval exception requests) 3 of 4 Updated 0212017 City of Dania Beach APPLICATION TYPE AND FEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent reviews being processed before the final review and actions by the Planning and Zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per"Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. SPECIAL EXCEPTION SPECIAL EXCEPTION Filing fee= $3,700.00 plus$200.00 per acre or portion of such area -(Excluding cell towers Includes Staffprocessing,2 reviewcycles, advertising and notice costs SPECIAL EXCEPTION Filing fee=$4,000 Cellular Towers Includes 5taffprocessing,2 review cycles, adyettIsIng and notice costs Additional Resubmittal Any additional review or public notice required by staff or professional consultants due to the (In addition to the standard(2)review cycles) negligence of the applicant will be charged to the applicant as per Article 685-10 Cost recovery for Development Review of the Dania Beach Land Development Code. VARIANCES APPEALS&WAIVERS Administrative Single Family 300.00 Administrative,all other $ 500.00 Single Family/Community Facility $ 490.00 -Duplex $1,050.00 Triplex $1,150.00 Multifamily, Hotel, Condo-Hotel (per variance) $2 300.00 Nonres. per variance $2 000.00 Wall Sin 700.00 Monument Sin $1,200.00 Pole Sign Aspermitted) $2 400.00 Appeal(single family&comm fac) $ 650.00 -Appeal all other uses 1 925.00 Dum ster Appeal to Com. Dev. Dir. 200.00 Dumpster Appeal to City Com. $ 500.00 Alcoholic Beverage Variance $1,250.00 -Mobility $1 400.00 -Trafficway Waiver $4 000.00 Vacation-Road/Easement $3,500.00 Alcohol Extended Hours License Application $2,250.00 Alcoholic Beverage Waiver 1 000.00 Zoning Review: State Liquor License $ 50.00 Outdoor Seating/Dinning 100.00 Assisted Living Facility $ 65.00 CRA Grant Application 250.00 UNSPECIFIED $ 500.00 PLUS any outside costs incurred by the city as per"Section 685-10" Zoning Information Letter $ 250.00 Revised—8-23-11 As per City Commission Approval Resolution#2011-080 4of4 Updated 0212017 DELVE City of Dania Beach Department of Community Development SAY 0 2 2019 Standard Development Application Attached Information Location: 3998 SW 22"d Ave Lots: The north'/2 of tract B and all of Tracts C and D of"Ravenswood Heights" together with a portion of Lot 2, Block 1, Section 29, "Plat of Sections 28,29,31, and 32" Recorded Plat Name: "Ravenswood Heights" and "Plat of Sections 28,29,31,and 32" Folio Numbers: 5042 2901 0050 5042 29110040 5042 29110050 5042 2911 0060 5042 2911 0070 Legal Descriptions: WEST 204'OF EAST 454'OF NORTH 82.75'OF SOUTH 257.75' OF LOT 2, BLOCK 1,SECTION 29 OF"PLAT OF SECTIONS 28, 29, 31 AND 32" (P.B. 2, PG. 32 M-D.C.R.) THE NORTH ONE-HALF OF TRACT B,OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. THE SOUTH ONE-HALF OF TRACT C,OF"RAVENSWOOD HEIGHTS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. THE NORTH ONE-HALF OF TRACT C, OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. TRACT D, OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31, AT PAGE6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. Lajoie, Corinne From: Braun,Craig <Craig_Braun@sheriff.org> Sent: Wednesday, September 04, 2019 11:37 AM To: Lajoie, Corinne Cc: John Beach; Braun, Craig Subject: Outboard Dynamics LLC PZ log No:SP-79-19 Corrine: I spoke with Mr. Beach(architect forthe Outboard Dynamics Project 3998 SW 22 Ave.) today, in regards to the SP-79- 19 comments(2"d review)that were to be corrected prior to public hearing. The DRC second review meeting which was held back on 7-25-2019. Fire is now satisfied,with their submission corrections for the project,all issues have been properly addressed.Their site plan submission now complies with the Fire Code and can move forward. Professionally, Craig Braun Craig Braun, Fire Prevention Officer Broward Sheriff Fire Rescue & Emergency Services Dept. Dania Beach District 103 W. Dania Beach Blvd. Dania Beach, Florida 33004 Tel: 954-342-4262 Fax: 954-342-4266 craig braunA-sheriff.org The largest dual accredited public safety agency in America Comer I. hwk t` dy •"'"'• I;at�lenc� Please note that Florida has abroad public records law,and that all correspondence sent tome via email maybe subject to disclosure. 1 Lajoie, Corinne From: Ryan St.George <Ryan.George@metriceng.com> Sent: Tuesday,August 20, 2019 12:58 PM To: gabriela@themirrorofparadise.com; Lajoie, Corinne Cc: john@vickarch.com; robert@vickarch.com;sgmoraitis@bellsouth.com;Jacob Ripp Subject: RE:Outboard Dynamics Attachments: Outboard Dynamics Landscape Plan Resubmital 08.19.19(no color plan page).pdf Gabriela, Thank you for making the change. I see the 18th tree added to the NW corner of the property. Corinne -this one is good to go now. Landscape approves of the current/attached plans. Regards, Ryan St. George South Florida Environmental Services Manager 13940 SW 136th St, Miami,FL 33186 Office: (305) 235-5098 ext 119 Mobile: (954) 668-8244 Fax: (305) 251-5894 Ryan.stgeorge@metriceng.com www.metriceng.com -----Original Message----- From: Gabriela Fojt<gabriela@themirrorofparadise.com> Sent: Tuesday, August 20, 2019 12:15 PM To: Ryan St. George<Ryan,George@metriceng.com> Cc:john@vickarch.com; robert@vickarch.com; sgmoraitis@bellsouth.com Subject: RE: Outboard Dynamics Good morning, All requested corrections have been addressed. I attach the reviewed plans again (Jacob - I added one more tree for islands-planted out as we don't have physically a couple of islands and the 18th tree for mitigation). I was referred to ask you to send,please, an email to Corinne Lajoie at the city standing that the landscape part has been approved. This is the way she wants to proceed. The email is clajoie@daniabeachfl.gov. Thank you both, it was a pleasure working together. Gabriela Fojt On Wed,August 14,2019 7:47 am,Jacob Ripp wrote: r > Good morning Gabriela, > One quick thing I noticed while reviewing the plans is that in the > chart on LP-2 and in the calculations on DT-2, it shows that you are >proposing > 18 mitigation trees, however,the plan only shows 17 and the plant > schedule on LP-2 only shows an excess of 17 trees. Can you clarify this? > Other than that I had no issues with the revised plans. > Many thanks, > Jake Ripp > Environmental Technician > [Metric Logo for Email Signature (2)] > 13940 SW 136th St, Miami, FL 33186 >Office: (305) 235-5098 ext 102 > Mobile: (563) 380-6211 >Fax: (305) 251-5894 >Jacob.Ripp@metriceng.com<mailto:Jacob.Ripp@metriceng.com> >https://nam04,safelinks protection.outlook.com/?url=www.metricen .com& >amp;data=02%7C01%7Cryan.george%40metriceng.com%7C93dc605993d44aad18840 > 8d7258c29b4%7C785e3720537e4b60a99519d9c7bf39dc%7C1%7CO%7C6370191563350 >95260&sdata=Nb6dbLoVrX%2FFGJ%2BKcjvLe7DU26GYsJTSZeEN4oKcAeY%3D&amp > ;reserved=0<https://nam04.safe]inks.protection.outlook.coin/?url=http%3 > A%2F%2Fwww.metriceng.com%2F&data=02%7C01%7Cryan.george%40metriceng > .com%7C93dc605993d44aadl88408d7258c29b4%7C785e3720537e4b60a99519d9c7bf > 39dc%7C1%7CO%7C637019156335095260&sdata=g3WCjmyYpNwvCENKgrrEROWrMe >JznitwpwBcw%2F6HeUc%3D&reserved=O> > From: Gabriela Fojt <gabriela@themirrorofparadise.com> > Sent: Wednesday, August 14,2019 7:50 AM >To: Ryan St. George<Ryan,George@metriceng.com> > Cc: Jacob Ripp <Jacob.Ripp@metriceng.com> > Subject: Re: Outboard Dynamics > Thank you Ryan! It's good to know that there is some progress at least. > Thank you ! > Gabriela > Get Outlook for > iOS<https://aka > .ms%2FoOukef&data=02%7C01%7Cjacob.ripp%40metriceng.com%7Ccead9IOf7f7c4 >45d > 4b4eO8d720bOdOdb%7C785e3720537e4b60a99519d9c7bf39dc%7C1%7CO%7C63701381 2 > 612 > 7750469&sdata=OzcOTscHYhypvD8j3nH1y7CXOsD3A%2FH8e7eQXp%2Fg34U%3D&reser > ved > =0> > > > On Wed, Aug 14,2019 at 7:22 AM -0400, "Ryan St. George" > <Ryan.George@metriceng.com<mailto:Ryan.George@metriceng.com>> wrote: > Good morning Gabriela, > Yes,we received your message. Should have our review of your updated > material completed either later today or first thing tomorrow. > Apologies for the delay. > Regards, > Ryan St. George > South Florida Environmental Services Manager [Metric Email Logo] > 13940 SW 136th St,Miami, FL 33186 > Office: (305) 235-5098 ext 119 > Mobile: (954)668-8244 > Fax: (305)251-5894 > Ryan.stgeorge@metriceng.com<mailto:Ryan.stgeorge@metriceng.com> > https://nam04.safeIinks.protection.outlook.com/?url=www.metricen .coin& > amp;data=02%7C01%7Cryan.george%40metriceng.com%7C93dc605993d44aad18840 > 8d7258c29b4%7C785e3720537e4b60a99519d9c7bf39dc%7C]%7CO%7C6370191563350 > 95260&sdata=Nb6dbLoVrX%2FFGJ%2BKcjvLe7DU26GYsJTSZeEN4oKcAeY%3D&amp > ;reserved=0<http > %3A%2F%2Fwww.metriceng.com%2F&data=02%7C01%7Cjacob.ripp%40metriceng.co > m%7 > Ccead910f7f7c445d4b4e08d720bOdOdb%7C785e3720537e4b60a99519d9c7bf39dc%7 > CI% > 7CO%7C637013816127760468&sdata=iSh7stPkSTxSBFkg2R3D8iGhpxuiG21YEKgbCg% > 2Fu > AeY%3D&reserved=O> > From: Gabriela Fojt > <gabri ela@themirrorofparadise.com<mai Ito:gabriela@themirrorofparadise. > com > Sent: Friday, August 09, 2019 11:32 AM >To: Ryan St. George > <Ryan.George@metriceng.com<mai lto:Ryan.George@metriceng.com>> > Subject: Outboard Dynamics 3 > Good morning! >Just to ask you if you received my email with corrections to this >project?The architect is pressing over me because he needs the >projects finished to send to people doing the rendering. They are > resubmitting the 19th of this month. > Thank you > Gabriela Fojt, ASLA, PLA > The Mirror of Paradise >c: 954 478 3064 > https://nam04.safelinks.protection.outlook.cony?url=www.florida- landscape.com&data=02%7C01%7Cryan. e�orge%40metriceng.com%7C93dc605993d44aad188408d7258 c29b4%7C785e3720537e4b60a99519d9c7bf39dc%7C 1%7CO%7C637019156335105254&sdata=RNahD9 ys911nGTsoMT63amPARfskxyWor09QW9Cm5o0%3D&anlp;reserved=O<https://nam04.safel inks.protection.o utlook.com/? >url=http://www.Eorida-landscape.com&data=02%7COl%7Cjacob.ripp%4 > Ome > triceng.com%7Ccead910f7f7c445d4b4e08d720bOdOdb%7C785e3720537e4b60a9951 > 9d9 > c7bf39dc%7C1%7CO%7C637013816127760468&sdata=kSU2xMa4TmjsRXTlufLuYdMHIG >Ft0 > 7kkImYlZiMhB4I%3D&reserved=O> > 3924 N Ocean Blvd > Fort Lauderdale, FL 33308 > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of > the > individual(s) named above. If the reader of this message is not the > intended recipient,you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of >the > individual(s)named above. If the reader of this message is not the > intended recipient,you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is >privileged and confidential information intended only for the use of > the 4 > individual(s) named above. If tht reader of this message is not the > intended recipient,you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of > the > individual(s) named above. If the reader of this message is not the > intended recipient, you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If >you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. Attention: The information contained in this E-mail message is privileged and confidential information intended only for the use of the individual(s) named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination,distribution or copy of this communication is strictly prohibited. If you have received this communication in error, please contact the sender by reply E-mail and destroy all copies of the original message. Thank you. Attention: The information contained in this E-mail message is privileged and confidential information intended only for the use of the individual(s) named above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination, distribution or copy of this communication is strictly prohibited. If you have received this communication in error,please contact the sender by reply E-mail and destroy all copies of the original message. Thank you. s Lajoie, Corinne From: engineering Sent: Sunday, May 26,2019 6:19 PM To: Lajoie, Corinne Cc: Engineering Review Subject: SP-79-19 Outboard Dynamics, LLC -Traffic Statement Corinne, I have completed my review of the traffic statement and I concur with its methodology and findings.Accordingly, I accept the traffic statement provided. Thank you, Curt A. Keyser, P.E. Acting City Engineer ( City of Dania Beach engineering@daniabeachfl.�ov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH Phone: 954-924-6800 x3615 I Fax: 954-923-1109 sa.0�rvE n iar�n. 1 DANIA BEACH SEA IT.LIVE IT.LOVE IT. September 16,2019 PZ Log No: PL-128-19 Outboard Dynamics(Vt Review) Engineering Comments Tier 1. 1.-Please, provide copy of Unity of Titles, plat, re-plat, easement(s)and/or dedication(s) recorded prior of issuance of Building permit(as Applicable). Please,it shall be recorded in the Broward County Public Records.Verify in proposed Plat what Lots/Parcels are involved Parcels 1,2,3,4,5, into just only Parcel A? 2.-Shall submit proof of Plat Submittal to the BC Development Management Division. 3.- Please provide location of off-site water and sewer lines,proposed connection location, and route the lines will take. 4.-Clarify on SW 22"d Ave.and Ravenswood ROW condition of Utility/Driveway Access connections, any additional Easement/Dedication with Broward county and City's Public Works. 5.-Provide complete Site Plan and a full set of Preliminary Civil plans with details and cross sections, Drainage Calculations and Geotechnical Information,P.G.D., P.M.S.,W.&S., E.S.C., including Demolition,Staging Plans. 6.-Per Sec. 605-30(k).A memorandum of agreement summarizing the traffic study's proposed project— specific methodology, including any deviations from guidelines contained in the Recommended Practice, must be approved by the Community Development Director prior to preparation of the Study. A traffic impact study is required to supplement a development application that,if approved,would generate in excess of fifty(50)gross peak hour trips, provide a Traffic Statement/Report based on applicable trip generation rate(s)in the ITE-Institute of Transportation Engineers'Trip Generation manual, most recent edition. 7.-Provide in survey C1 measurement, acreage and Type of Flood Zone-Base Flood Elevation on Notes. For ease of review, please reply to each line comment and Reference drawings and/ or backup documents provided. Additional comments may apply. Engineering Reviewer: Manny Vega, PE Consultant,CAP Government engineeringreview@daniabeachfl.gov DANIA BEACH SEA IT.LIVE IT LOVE 11 CITY OF DANIA BEACH COMMUNITY DEVELOPMENT DEPARTMENT COVER LETTER To:John@vickarch.com/sgmoraitis@bellsouth.net From: dlozandier@daniabeachfl.gov Date: 7/18/2019 Re: Outboard Dynamics 2"d Review Dear Applicant: Please find attached the comments regarding your site plan project together with the agenda for the Design Review Committee meeting. Your slotted time for the meeting will be held on Thursday,July 25, 2019 at 9:00 A.M. Should you have any questions, please contact Corinne Lajoie at 954-924-6805 X3704 or Daniel Lozandier at 954-924-6805 X3793. Thank you. cc: Daniel Lozandier, Planning Associate, dlozandier@daniabeachfl.gov Corinne Lajoie, Planning & Zoning Manager, cchurch@daniabeachfl.gov Muriel Bryan, Planner, mbryan@daniabeachfl.gov Rickelle Williams, CRA Executive Director, rwilliams@daniabeachfl.gov DeAndre Spradley, Economic Development Manager, dspradley@daniabeachfl.gov Craig Braun, Fire Prevention Officer, Craig_Braun@sheriff.org Manny Vega, Engineer, engineeringreview@daniabeachfl.gov Jacob Ripp,Arborist, dania.trees@metriceng.com BROWARD SHERIFF'S OFFICE Department of Fire Rescue & Emergency Services r Fire Marshal's Office Dania Beach District 103 West Dania Beach Blvd. - Dania Beach, Florida 33004 Office: (954)342-4262 - Fax: (954)342-4265 SITE PLAN REVIEW COMMENTS Date: 7-15-19 Site Plan No.: SP-79-19 Time Required For Review: 1 hr Project: Outboard Dynamics LLC Sq. Ft. 21,300 Plan Reviewer: Craig Braun Fire Prevention Officer/ Plans Examiner ❑Approved As Submitted ❑Denied FlApproved With Conditions ®Comments Must Be Addressed and Resubmitted Prior to City Commission Meeting Deficiencies were identified on your plan during our plan review process. Please provide the following: 1) Site plan page SP-1 does not match the civil engineering water and sewer plan. 2) The fire hydrant between buildings 1 &2 needs to be placed on the other side of the street adjacent to the FDC. 3) Although the revised SP-1 shows the future intent of fire sprinkler risers to both buildings 1 &2. It shall be understood that FDC for both buildings shall not have the Siamese connection installed on the pipe above grade, but rather a cap on the piping above grade, until such a time that these buildings are actually provided with a fire sprinkler system. In addition, the underground piping from the point of service including the underground piping to the FDC below grade shall be subject to meeting the requirements of hydrostatic 2 hr/ 200 lb. pressure test and a re-evaluation of the UG pipe for any signs of deterioration, MIC, or obstruction of flow/Corrosion etc. as well as new signed, dated, & stamped, professional designers submission of adequate fire flow demand calculations and fire hydrant flow testing. Landscape Plan Review: Outboard Dynamics LLC PZ Log Number:SP-79-19 Review Number: 2 IFI) Reviewer:lake Ripp Date:July 18,2019 DANIA BEACH SEA IT.LIVE IT.LOVE IT. The following updates and clarifications to previously issued comments are based on an additional review of the landscape plans dated July 5, 2019, for the property located at 3998 SW 22"d Ave, Dania Beach,for compliance with the City of Dania Beach Code of Ordinances. INFORMATIONAL NOTES: i. Please provide a point-by-point response to each of the below comments. ii. Feel free to contact Jake Ripp at (305) 235-5098, (563) 380-6211, or jacob.ripp@metriceng.com for an interim review prior to your next official submittal, to expedite your landscape plan approval process. iii. Once landscape plans are finalized,a PDF copy must be submitted via CD or email. COMMENTS: 1. The arborist report did not include all specimen trees to be removed.A specimen tree, as defined by the City, is any hardwood or conifer that has a DBH of 18 inches or greater and any palm with a minimum of 6 feet of clear wood and a DBH of 12 inches or greater. Several trees and palms such as the avocado tree,strangler figs, and cabbage palms need to be included in the arborist report. Weeping fig is an exotic ficus and not eligible for specimen protection. 2. Specimen trees are mitigated solely by the specimen appraisal value and not by canopy replacement. Remove the canopy of the specimen trees from the canopy mitigation calculation. 3. The replacement tree price in the specimen tree appraisal formula must be the average of three published prices of a common, native, locally available Category 1A tree (a minimum of 16 feet in height). Provide the sources that a Category 1A, not a Category 113, tree is$125.The City's current estimate for trees that meet the required height and DBH requirements for 1A is$800. a. Note that Category 113 trees should be used for non-specimen canopy mitigation calculations.This comment is specific to non-specimen trees. 4. Two non-specimen trees, i.e. tree 17 and 22,were included in the report as specimen trees but do not meet the minimum 18" DBH requirement in the City's code. Remove these trees from the specimen tree appraisal and mitigate by canopy. 5. Per Sec. 825-140(C)(2), the lowest location score a specimen tree can receive is .5. Increase the score of tree#30 to the minimum of.5. 6. The canopy of dead trees (P1, P2, P3) does not need to be mitigated. Update the disposition plan and mitigation calculations accordingly. 7. Per Sec. 825-100(A)(5), new developments are required to have an additional 50%tree replacement for all non-fleppc and specimen trees.This 1.5 multiplier must be added to the total specimen value of trees to be removed and the canopy of all non-fleppc species to be removed. 8. The proposed landscape design uses category 2 and 3 trees in place of the category 1 trees throughout the site due to airport height restrictions. a. With a variance request,the City typically requests a form of compensation to make up for the function/intent of the code section that cannot be met. Describe what alternative design element(s) are being proposed to compensate for the reduced functions provided by smaller Category 2 and 3 trees. b. Provide a variance for Sec. 275-190 for the quantity of shade trees compared to intermediate, small trees,and palms. c. Provide a variance for Sec. 275-120 for utilizing trees under 16 feet in height for perimeter buffer trees 9. The current calculation for perimeter buffer trees at 1 tree per 40 linear feet is a calculation used for category 1 trees.Since smaller trees are being used,the spacing can be reduced and still comply with spacing requirement outlined in 275-190(H). 10.The proposed tree spacing for the two southern VUA terminal parking peninsulas is insufficient (between the dahoon hollies and the silver buttonwoods). Per Sec. 275- 190(H)(2), non-shade trees must be spaced a minimum of 15 feet from other trees. 11. Provide the canopy spread (in feet) for each tree on the tree disposition table. END OF COMMENTS DANIA BEACH SEA IT.LIVE IT.LOVE IT. CITY OF DANIA BEACH DEPARTMENT OF PUBLIC SERVICES July 17'h,2019 Engineering and Public Services Comments Outboard Dynamics LLC SP-79-19 (2°d Review) Tier 1• 1.- Please, provide copy of Unity of Titles, plat, re-plat, easement(s), vacation(s) and/or dedication(s) recorded prior of issuance of Building Permit (As applicable).Shall be recorded in the Broward County Public Records. The project will need to be re-platted and recorded with Broward County due to the age of the current plats. The Building permit will not be issued until completion of the platting process. Verify if Utility easement to be vacated and along SW 22Id Avenue has a 25' easement/ROW. R: Acknowledged. Verify 25' ROW dedication shown on SP-I and new relocation of 5' and 10'Utility Easement at the South of Parcel 2 and on the West of Parcel I respectively. Verify, on the North area of the property 10' Utility Easement running along the swale area/curb. Proposed dedication to the City. 2-.- Per Sec. 605-30(k). A memorandum of agreement summarizing the traffic study's proposed project—specific methodology, including any deviations from guidelines contained in the Recommended Practice, must be approved by the Community Development Director prior to preparation of the Study. A traffic impact study is required to supplement a development application that, if approved, would generate in excess of fifty (50) gross peak hour trips, provide a Traffic Statement-Estimate Report based on applicable trip generation rate(s) in the ITE - Institute of Transportation Engineers' Trip Generation manual, most recent edition(10th Edition). Traffic Impact Study shall be based latest editions of the following: Transportation Impact Analyses for Site Development: An ITE Recommended Practice, 2010; the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook;the 2014 Broward County Comprehensive Plan—Transportation Element; the City of Dania Beach Land Development Code and other related published literatures. Traffic Study/Statement with its methodology was provided pending review and approval by City Engineer. A copy of a Traffic Statement was provided by TrafTech Engineering, Inc. pending approval by City Engineer. R: Traffic memo prepared by TrafTech has been submitted. We are awaiting statement from the City Engineer. Request for statement was emailed to engineering(7u,daniabeachfl.gov on 06/17/2019. 3.-Please, provide copy of Boundary and Topographic Survey dated, signed and sealed by a Florida Registered Professional Land Surveyor showing all existing Utilities and PGD plans including elevations of adjacent streets SW 22nd Ave and Ravenswood Road. Copies of survey showing separate parcels were provided but it needs to be provided all the unified parcels as a whole similarly as shown in Page 2 out of I O.In survey missing to be identified PL,ROW lines, dimensions e.g. East of Parcel 1. R: Acknowledged. 4.- Site Plan SP-01 was provided missing FDOT Index 546 Visibility Triangle at entrance of driveway neither on civil plans.Identify PL, ROW, lines and dimensions on Civil Plans. R: A sight triangle per FDOT Index 546 has been added to the Signing and Marking Plan.All property lines and right of lines are identified with stacking at building 2 increased to 25' to meet code. Stacking at Building 3 increased to 17'-10"if measured to property line, however the distance is 32'-10"edge.The two way access road is dimensioned at 25 feet. The stacking distance of 17'10" is not in compliance.It may need a variance,please confirm with Corinne Lajoie.The requirement for sidewalk along SW 22"d Ave. has not been finalized between the City and Owner as of this date.(Pending to be achieved) Please,verify point of location/intersection and distances of d1=350 and dr=225 including speed. BC and City Public Works Access driveway permits for Ravenswood Road and SW 22"d Ave. must be provided prior to issuance of Building Permit. 5.-A proposed preliminary Paving,Grading and Drainage was provided on Page 3 .Please provide copy of Drainage calculations including the Geotechnical Report to support proposed Drainage system and grading layout.Verify notes on plans for NGVD and NAVD 1988. Also,25— 100 Years -3 Days Rainfall.Re visit your proposed HE of Building I at 8.00'NAVD having a Flood Zone AH(6.00)and other buildings with higher elevations shown in SP-1. Sec.265-110(6)A minimum stacking area of 25 feet is required between the property line and the entrance to the first stall. Se. 265-150(E)(3)Minimum access width dimensions at the street of(Two Way). Twenty-five(25) feet. Provide roof drainage connections. R: The floor elevations for this site are not finalized.Although two finish floors are below the 100 Year 3 Day elevation, this site is exporting storage.We need to prove that the"Volume of useful storage available to the Basin. Preliminary copy of Surface Water Management Calculations was provided with Geotechnical Report, showing only Post and Pre Development calculations but missing 10 Year— 1 Day Rainfall and Elevations of Pre are lower than Post.Missing Cascade reports with no discharge. On sheet 3/8 was shown 100 Year—3 Day and 10 Year— 1 day at 5.5' and 3.5'NAVD.Please re-visit calculations.Please,Clarify what Detention and Basin areas. 6.-Preliminary Utilities—Water and Sewer—Plan was provided in page 4 missing points of connections e.g. tee,etc. and FDC(If Applicable). R: New connection to the Building,if any,will be provided at the time of Permit Application. Clarify 4"DIP WM connection. Identify points of conflict between utilities and drainage system. Verify private lift Station. R: Points of Conflict are not indicated on the plans.We will add these conflicts for the next review. BC and City Utility Connection permits must be provided prior to issuance of the Building Permit. 7.-Provide drawing file(dwg or dgn)disk of the approved site plan in Florida State Plane Coordinate (NAD 83). This should be addressed as part of the Final Submittal. R: We have not yet added State Plane Coordinate Values to the Water,Sewer,and Drainage facilities on the Plans Tier 2: 1.-Identify ROW lines and dimensions on SW 22"d Avenue and Ravenswood Road Please,clarify driveways encroaching into SW 22"d Ave. Verify, if 5' Utility easement are going to be vacated and if proposed easements are going to be required. R: All Property Lines and Right Of Way Lines are identified. Missing in Civil Plans. 2.-Identify in Civil drawings geometric dimensions like width of driveways aisles, loading parking, proposed turn around areas and others. 3.-Provide cross sections of proposed ROW on all the surrounding streets. 4.-Provide copies of approved permits from City of Dania Beach,Broward County and FDOT for driveway(s)access and utilities connections(As applicable). 5.-Provide Maintenance of Traffic(MOT)Plan by the General Contractor.This will be required if Improvements or cuts on The ROW are required for Utility connections. 6.-A complete Paving,Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Provide Drainage Structures Tables. 7.-Provide drainage calculations and geotechnical information supporting the proposed drainage design including its connection with existing system. 8.-Provide a copy of pre—and-post development storm-water management and drainage calculations.The City specifically needs the following information: 10-year,25-year,and 100-year 24-hour and 72-hour flood stage elevations respectively. 9.-Provide an on-site drainage system—plan-along with storm-water management calculations (signed and sealed by a registered professional engineer).The calculations shall show how the minimum road crown and finished floor elevations are met,and how the 25-year,3 day storm event is maintained onsite with zero discharge to the ROW and adjacent properties. The site must store at least the 25-year,3 day event onsite with NO EXECPTIONS. 10.-Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum paving elevations from drainage calculations. 11.- Storm-Water quality design shall be provided in the amount of 2.5 inches times the percent impervious or the first 1 inch of rainfall over the entire site whichever is greater. This calculation will be provided along with the updated complete drainage analysis for permitting. 12.-Provide location of building roof drains,and their proposed connection(s)to the on-site drainage system.(As applicable) 13:Drainage shall adequate to protect rooms in new structures designed for occupancy from the 100-Year flood elevations based on FEMA. Show and identify elevation from drainage calculations. Provide copies of Broward County 100 Year Elevations and FEMA Flood Designations maps. 14.-Provide a complete Water and Sewer—Utilities- Plan, including any existing water main,force mains, gravity mains, etc. (Show all material&pipe sizes on the plan). 14.1.-Preliminary Utilities—Water and Sewer-Plan must be provided missing existing Water Main and Fire connections lines. Missing points of connection in water system and pending to be shown points of conflict between utilities(Minimum separation) 15.-Provide utility piping conflict details plan,along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water services lines. 16.-In compliance with Article 805.CONCURRENCY OF DETERMINATIONS of the City Code of Ordinances, applicants shall provide projected water demand,sewage and solid waste generation amounts in tabular format—utilities—plan. Please provide calculations to support tabular projected generation amounts. 17.-Backflow preventers should not encroach on sidewalks. 18.- Show also all existing and proposed utilities on the landscaping plans for potential conflicts and also Sight visibility triangle. 19.-Provide a Complete Pavement, Marking and Signage Plan with details. Preliminary plan provided,pending complete PMS plan to be provided. 20.-Provide a complete Erosion and Sediment Control Plan. A preliminary plan was provided. 21-Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities,and neighboring water bodies. 22.-Provide a proposed "Staging Plan" including employee parking, material storage,etc. Staging Plan will be submitted at time of construction. Only is going to be required or needed if construction activity can't be contained on site. 23.-Provide location of Building roof drains, and their proposed connection(s)to the onsite drainage system. 24.-Provide ADA parking,access/driveway, and sidewalks/ramps in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons"and latest edition of"Accessibility Requirements Manual"by Department of Community Affairs, Florida Board Building Codes and Standards,and in accordance with Americans with Disability Act(ADA). Be advised that ADA van accessibility for structured parking garages(including automated parking)shall be provided as appropriate and consider the taller specialized ADA vehicles. 25.-Contractor shall provide, before issuance of C.O.,to the FOR and City of Dania Beach"hard copies and CD with As-Built drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a Florida Registered Professional Land Surveyor. 26.-Provide regulatory agencies' approval documentation(as applicable)as part of the final submittal(FDOT, Broward County Surface Water License,Broward County Health Department Permit,EPD,etc.) For ease of review, please reply in writing to each line comment, reference page number and backup documents provide. Additional comments may apply. Engineering & Public Services Reviewers: Manny Vega, PE Curt Keyser, PE Consultant,CAP Government Acting City Engineer/City of Dania Beach engineeringreview@daniabeachfl.gov engineering@daniabeachfl.gov@daniabeachfl.gov Site Plan Outboard Dynamics SP-79-19 7-17-19 Zoning designation= IROM-AA FLU designation = Industrial REVIEW COMPLETE BY Corinne Lajoie(954) 924-6805 X 3704 2"d review SITE PLAN COMMENTS: 4. InGomplete inform2-NAR I s pFovided. Further raview and rerament will be Gendustad by staff after dispesifiGR. 2. APPLICATION: Confirm application was properly completed, signed, and proper application fee was paid. 3. Must submit application, application fee, justification statement based on criteria identified in the LDC, and any other documentation necessary for all Variances, Special Exceptions, Waivers, Design Variations, etc needed for the project at time of Site Plan Submittal. Failure to do so will result in delay of the project. Submit Plat application, site plan cannot proceed to public hearing without the plat, variance & exception applications running concurrently. 2"d time requested. 4. RIGHT-OF-WAY: Identify if R-O-W dedication is required for SW 22 Avenue. 5. UTILITIES: Identify projected water, sewer and solid waste demand for the project. Must provide documentation from Public Services. or Broward Countv as applicable, stating capacity is available to meet the proiected demands prior to public hearing. 6. IMPACT FEES: Impact fees that will be required for the proiect at time of permitting are attached. :7- The proximity to the airport will be required FAA/BGAD review and approval. (building area .• In°P o ..rk*.. Data"21,500 e.f 9. PARKING. - - - Loading spaces cannot be counted toward required parking. Revise "Stalls Provided" from 36 to 35. 11. PARKING. Per Section 265-110(C)(6) "When a row of parking stalls is immediately adjacent to a driveway, a minimum stacking area of 25' is required between the property line and the entrance to the first stall" Parking far Building 7 n yides 17'ookhonk • Parking for Building 3 provides aPPFG"w, 1710" setback. Request a variance. A variance request requires submittal of an application, an application fee of$2,000 for each requested variance, and a written justification statement addressing the variance criteria identified in Sec. 625-40 of the City's LDR's. Must be addressed with next submittal. Revise accordingly. iet- 15. Provide minimum bicycle parking requirements identified in Section 265-61. 444 data table, identify requiredlPFOvided a show location on site plan. I see bubbled note but do not see the location of the bike rack on the site plan. Clarify. IS ROOFTOP AARCHANIGAI F=Q111PDAF=N1T- PA Will be SGFBBRefi"PA Y&OW 17, Industrial Design Standards, per Section 511-30, the following provisions appear to not be in compliance with proposed development, or inadequate information was provided. (1) Glass windows and doors must make up at least twenty-five (25) percent of the primary elevation and ten (10) percent of the secondary elevation. On ground stories, the minimum required glass fagade area shall be measured between a height of two and one- half (2.5) feet and eight (8) feet above the abutting grade. Building 2, west elevation provide window percentage. Building 3, west elevation does not meet 10% requirement. Revise accordingly to meet code requirements or request an Exception Request an Exception to waive the requirements of this section. Submit an application along with $500 application fee, and criteria statement addressing the criteria identified in Section 511-20(B). • (j) The GelwatioR of all buildiROS shall -he na-hure -blending with a maxi m-w'm Af three (3) G91QF6 e Dyes eras e--AFsades e AFGhes &Gaping �5"�ay (M)WGFk area OF MQFage dG9Fr.and open bays shall Rot open towaFd OF ethgPhfire ht;,AsN9 k-erA aRy (P) A minimum distance of eight (8) feet shall be maintained between the front of any building, including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three (3) foot wide strip for plant material. No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Zero feet of landscaping is provided on building frontage. Revise to meeting code requirements or request an Exception. Request an Exception to waive the requirements of this section. Submit an application along with $500 application fee, and criteria statement addressing the criteria identified in Section 511-20(B). 18. Must provide latest revised set of plans on disk prior to going to public hearing. 19. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. Speak with Eleanor Noreana at(954) 924-6805 X 3645. 20.The applicant is encouraged to contact neighbors adjacent to, as well as condominiums and neighborhood associations to advise of this property. Please provide acknowledgement and/or documentation of any public outreach. 21.Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing. 22. Please e-mail resolution and legal description, prepared by an attorney, for development approval in word format to claioie(M- aniabeachfl.gov four (4) weeks prior to public hearing. 23. Must provide mailing list and labels for property owners within 450' of the development site to Community Development, consistent with regulations identified in the City's Code of Ordinances, Chapter 28, Section 610-30. The labels are needed 30 days prior to public hearing, information must be no older than 60 days. The City will prepare and mail the notices. 24.Applicant must provide the results of a Municipal Lien Search Request from the Finance Department stating that there are not outstanding Code Violations or Liens on the property prior to the item being scheduled for a public hearing. The statement must be no older than 90 days prior to the public hearing date. Per Section 680-40, any property with outstanding Code Violations or Liens shall not be schedule for public hearing. The form is available on the City's Web site, cost$100 and takes 5 days to process. 25. Per 0-2017-022,for properties over an acre in size, the applicant must obtain and post property signs in accordance with the NEW City requirements. Please see the end of this document for guidelines. 26. Per 0-2017-027 & 0-2018-019, commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way, 25% along local roads & must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. when adjacent to ROW. Provide screen detail with next submittal. 27. Must construct sidewalk along SW 22 Avenue. Identify on site plan. 2"d time requested. 2& BuildiRg 3 appeaF6 tO have entpy gates. identify!GGatieR and Ghte plan and provide detafl- 30. Per Section 275-100(B) "All landscape areas within the vehicular use area or abutting landscape areas shall be protected from vehicular encroachment through appropriate wheel stops or curbs." Identify location of such curbing on site plan . Curbing must be type"D" or"F". 2"d time requested. 31. Per Section 22-5 curb cut is limited to 30% of lot frontage on ROW. On SW 22 Avenue 30% = 58.2'; 91' proposed. See regulations & city engineer for mitigation requirements. 32. In Date Table identify permitted/provided building height. Per Section 20510 maximum building height allowed is 6-stories/62'. Revise Building Information table accordingly. 32 PAr SerfinR 290 50(B)PFoyide pedes#ian aGGess, FAaze style Pwide details and show OR Site plaR. 35. Provide dedication language for review by City Attorney prior to public hearing and recordation. 36, Confirm total site area is after ROW dedication. NOTES: • Application fee pays for only 2 reviews of the project. Additional review by staff will require additional payment. • Continuous and on-going site inspections will be conducted by staff throughout the entire building process. • FLOOD PLAN: Finished floor elevations, per Article 220-10(C) All structures shall be constructed with a lowest FFE of at least 1 foot above the 100 year flood elevation. Identify on plans. • Prior to submittal of a building permit, please contact the Building Official (954- 924-6085 X3650 to schedule a pre-application meeting. r'~ CITY OF DANIA BEACH IMPACT FEE SCHEDULE According to the adopted City Ordinances and Resolutions listed below, all new development is subject to City and County impact fees. These fees help pay for the construction or expansion of roads, mass transit, schools and parks that are needed as a result of the development's "impact."These fees are assessed when construction plans are submitted for approval and included in your building permit invoice. Below Is a schedule of the City of Dania Beach's impact fees. Additional impact and concurrency fees may be charged by the County, please contact one of the planners with Broward County Development Management(954-357-6666)to request an impact/concurrency fee estimate. Tvpe Fee Recreation and Open Space: Single Family/Townhouse $1,825 per unit Multi-Family $1,364 per unit Mobile $1,140 per unit Traffic Mitigation: (RAC only) $21.26 per PM peak hour trip Administrative: $.16 per sq.ft. Police: $.184 per sq.ft. Fire: $.388 per sq.ft For any questions regarding water& sewer impact fees, please contact the Public Services Division at 954-924-3740. City Ordinances and Resolutions: Water& Sewer Impact Fees - Resolution 2012-002, Ordinance 2011-035 Administrative, Police& Fire - Resolution 2005-150, Ordinance 2005-037 Recreation and Open Space— Resolution 2014-071 Traffic Mitigation—Resolution 2014-049 MICommunity Development Work FolderlGeneral formsI D8IMPACT FEE SCHEDULE--Revised 711312016 September 5,2019 Revised October 18,2019 VIA EMAIL Corinne Lajoie,Planning and Zoning Manager Community Development City of Dania Beach 100 W. Dania Beach Boulevard Dania Beach,FL 33004 Re: OUTBOARD DYNAMICS,LLC: JONWA Exception Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client, OUTBOARD DYNAMICS, LLC (the "Applicant"), owner of 3998 SW 22nd Avenue,Dania Beach,FL 33312(the"Property"),and in accordance with Section 511-20(B)of the City of Dania Beach(the"City")Land Development Code,("LDC"),we hereby submit a Design Exception request to waive the requirements of Sections 511-30(I)and 511-30(P)as it relates to the proposed site plan for the Property(SP-79-19). I. Exception Requests a. Section 511-30(1) Section 511-30(1) provides the following: Glass windows and doors must make up at least hventy-five (25)percent of the primary elevation and ten (10)percent of the secondary elevation. On ground stories, the minimum required glass fagade area shall be measured between a height of two and one-half(2.5) feet and eight (8)feet above the abutting grade. Applicant is requesting an exception to allow window glazing to make up 3.48%of the primary elevation and 0%of the secondary elevation of Building 3,where the LDC requires a minimum of 25%on the primary elevation and a minimum of 10%on the secondary elevation, per Section 511-30(1). b. Section 511-30(P) Section 511-30(P) provides the following: A minimum distance of eight(8)feet shall be maintained between the front of any building, including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three(3)foot wide strip for plant material.No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Stephanie J.Toothaker,Esq. land use development political strategy procurement Stephanie J.Toothaker,Esq.,PA 954.648.9376 stephanie@toothaker.org WW@stoothaker ®Qtoothakerdevelopment 401 E Las Olas Blvd,Suite 130-154 Fort Lauderdale, FL 33301 Page 2 of 2 Exception Requests for SP-79-19 Applicant is requesting a variance to allow a distance of seven feet, one inch (7'-l") between the north frontage of Building 3 and parking area and zero feet(0')distance between the west frontage of Building 3 and the parking area where the LDC requires a minimum of 8'-0"per Section 51 l-30(P). IL Exception Criteria Pursuant to Section 511-20(B), the city commission may approve exceptions to the Industrial Design Standards provided in Article 511 as conditions to a site plan approval upon making the following findings: (1) There are circumstances peculiar to the site or the intended use that makes compliance with a particular requirement of this article impracticable; and Building 3 is proposed to accommodate a boat repair shop for boats of not over two hundred(200)feet in length. Considering the proposed use, Building 3 does not meet the 25% glazing or 10% glazing requirement on the primary and secondary elevations. Less than 25% of glazing is accommodated on the primary north elevation where the office entrance is located. The secondary west elevation provides roll- up doors to permit the entry/exist of boats for repair. Furthermore,the Building 3 north frontage cannot accommodate an 8-foot minimum distance between the building and parking area due to the required loading zone while the west frontage is constrained in order to accommodate the required parking space count. The west side of the building is also proposed to be utilized to pull boats in and out of the repair shop which does not provide the ideal conditions for landscaping to thrive between the building frontage and adjacent parking area. (2) The applicant has offered significant enhancements to other pertinent aspects of the site that the city commission determines will offset any negative impact that an exception to these standards might otherwise create. The site is currently an undeveloped,vacant parcel that attracts vagrant cars. The Applicant is proposing to significantly enhance the site with marine related retail,contractor shops,repair or service shops,including, but not limited to, air conditioning and other appliances, marine, cloth or canvas, and a boat repair shop which will offset any negative impact that the requested exceptions may unlikely create. Please refer to the Site Plan SP-79-19. (3) The property does not front on a collector or arterial roadway. The Property does not front on a collector or arterial roadway.The Property is located on SW 22nd Avenue. III. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfully, /sl Stephanie J.Toothaker,Esq. TOOTHAKER.org stephanie j.toothaker,esq., p.a. stephanie@toothaker.org 954.648.9376 @SToothaker September 5, 2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie, Planning and Zoning Manager Community Development City of Dania Beach 100 W. Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMIC LLC: Exception Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client, OUTBOARD DYNAMIC, LLC(the"Applicant"),owner of 3998 SW 22nd Avenue,Dania Beach, FL 33312 (the"Property'), and in accordance with Section 511-20(B) of the City of Dania Beach (the"City") Unified Land Development Regulations ("ULDR"), we hereby submit an Exception request to waive the requirements of Sections 511-30(I)and 511-30(P)as it relates to the proposed site plan for the Property(SP-79-19). I. Exception Requests Section 511-30(I) provides the following: Glass windows and doors must make up at least twenty-f've (25)percent of the primary elevation and ten (10)percent of the secondary elevation. On ground stories, the minimum required glass facade area shall be measured between a height of two and one-half(2.5) feet and eight (8) feet above the abutting grade. Applicant is requesting an exception from the minimum glazing requirements for the primary and secondary elevations for Building 3. Section 511-30(P)provides the following: A minimum distance of eight(8)feet shall be maintained between the front of any building,including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three (3)-foot wide strip for plant material. No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Applicant is requesting a variance from the 8-feet minimum distance requirement and landscaping between the north and west building frontages of Building 3 and the adjacent parking area. IL Exception Criteria Pursuant to Section 511-20(B), the city commission may approve exceptions to the Industrial Design Standards provided in Article 511 as conditions to a site plan approval upon making the following findings: (1) There are circumstances peculiar to the site or the intended use that makes compliance with a particular requirement of this article impracticable;and Building 3 is proposed to accommodate a boat repair shop for boats of not over two hundred (200) feet in length. Considering the proposed use, Building 3 does not meet the 25% glazing or 10% glazing requirement on primary or secondary elevations. Less than 25% of glazing is accommodated on the primary north elevation where the office entrance is located.The secondary west elevation provides roll-up doors to permit the entry/exist of boats for repair. The Building 3 north frontage cannot accommodate an 8-foot minimum distance between the building and parking area due to the required loading zone while the west frontage is constrained in order to acc med,�ithe-r¢ggi ing jd Page 2 of 2 Exception Requests for SP-79-19 space count. The west side of the building is also proposed to be utilized to pull boats in and out of the repair shop which does not provide the ideal conditions for landscaping to thrive between the building frontage and adjacent parking area. (2) The applicant has offered significant enhancements to other pertinent aspects of the site that the city commission determines will offset any negative impact that an exception to these standards might otherwise create. The site is currently an undeveloped,vacant parcel that attracts vagrant cars.The Applicant is proposing to significantly enhance the site with marine related retail, contractor shops, repair or service shops, including, but not limited to, air conditioning and other appliances, marine, cloth or canvas, and a boat repair shop. Please refer to the Site Plan SP-79-19. (3) The property does not front on a collector or arterial roadway. The Property does not front on a collector or arterial roadway.The Property is located on SW 22"d Avenue. III. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfull mitted, , tephanie J. Toothaker, sq. City of Dania Beach, Florida DANIA BEACH Department of Community Development '1A11L1'*-TtUA1f Planning and Zoning Division (954)924-6805 X3643 Standard Development Application (9 0' 7 F ❑ Administrative Variance ❑ Land Use Amendment i ❑ Plat ❑ Rezoning Date Rec'd: ❑ Site Plan M Special Exception Petition No.: �� M Variance \/ /J ,,. 0 Other: (SEEAPPLICATION TrPESCHEOULEON PAGES 3 a 4) THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL NECESARY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 3998 SW 22 Ave, Dania Beach, FL 33312 Lot(s): Block: Subdivision: Recorded Plat Name: 5042 2901 0050; 6042 2911 0040; Folio Number(s): nn5n;nnsn;and nn7n Legal Description: See legal description attached. Applicant/Consultant/Legal Representative(circle one) Stephanie J.Toothaker, Esq. Address of Applicant: Business Telephone: 954.648.9783 Home: Fax: E-mail address: stephanie@toothaker.org cc:estefania@toothaker.org Name of Property Owner: Outboard Dynamics, LLC Address of Property Owner: 2833 NE 24TH Street, Fort Lauderdale, FL 33305 Business Telephone: Home: Fax: Explanation of Request: See attached narratives. For Plats please provide proposed Plat Name for Variances please attach Criteria Statement as per Section 625.40 of the Land Development Code. Prop. Net Acreage: Gross Acreage: 1.56 AC Prop. Square Footage: 68,018 SF Existing Use: Vacant Proposed Use: See proposed Site Plan(SP-7919) 1 of 4 Updated 11/2018 Is property owned individually, by a corporation, association, or a joint venture? Corporation AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being made to the City of Dania Beach. If I/We are unable to be present, I/we hereby authorize Stephanie J.Toothaker, Esq. (individual/firm) to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania BeiKh Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD B o The foregoing instrument wn r/ Agent sign ture*) was acknowledged BEFORE ME THIS DAY OF QgPAnbLW 20 �a By: ST �t��rorscuA-Il�f� Q,1�i� (Print name of person acknowledging) (Joint owner signature if applicable) Notary Cm k= - ..- -- - V NJWCBO Esialanla Mayorga Commission#GG 365267 (Signature of Notary Public state of Rvrida ) mmissim Expires 08-13.2023 onded Through-Cynanotary FlorlIs-Notary Public Personally known or Produced Identification Type of Identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NOAPPLICAT70N WILL SEA UTOMA 77CALL Y SCHEDULED FORA MEETING. ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF BEFORE PROCESSING OCCURS. 2of4 Updated 02/2017 City of Dania Beach APPLICATION 'TYPE AND TEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent reviews being processed before the final review and actions by the Planning and zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per "Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. APPLICATION TYPE FEE LAND USE Assignment of Flex Units or Filing fee = $4,000.00 plus$5.00 per flex, reserve or LAC/RAC unit or hotel room or Acreage $100 per acre or portion of such area Includes Staff processing,2 review cycles,advertising and notice costs Change of Land Use Filing fee= $7,000,00, plus$500.00 per acre or portion of area Includes Staff rocessin.4,2 review cycles, advertisin andnotice costs__ ZONING Change of Zoning (Rezoning) Less than 2 acres-$2,500.00 Greater than 2 acres -$6,000.00 Includes Staff processing,2 review cycles, advertising and notice costs Zoning Code Text Change Changing the list of Permitted Uses- $6,000.00 General Text-$2,000.00 Includes Staff processing,2 review cycles, advertising and notice costs PLAT (Perimeter) Filing fee = $2550.00 plus$50.00 per acre or portion of such area (Subdivision)Filing fee = $2550,00 plus$100 per acre or portion of such area Fire Review$560.00 Includes Staffprocessing 2 review c cles advertising and notice costs Delegation Request $1,500.00 Includes.51affprocessing,2 review cycles,advertising and notice costs SITE PLAN Residential,Hotel, Condo-Hotel, Filina fee = $1,000.00 PLUS$10.00 per unit Time-Share, Motel Plus an initial retainer for cost recovery of consultant services of$5,000.00.Additional consultant service fees may be required. Fire Review$1,120.00 Includes Staff processing,2 review cycles,adyeftisir�q and notice costs All other uses Filing fee = $1,000.00 PLUS the following: $5.00 : 100 s.f.for 1"10,000 s.f.,$2.00 : 100 s.f. in excess of 10,000 s.f Plus an initial retainer for cost recovery of consultant services of$4,000.00.Additional consultant service fees may be required. Fire Review$1,120.00 Includes Staffmcessing,2 review cycles,advertising and notice costs Site Plan Revisions $2,500.00-Includes staff processing and up to 2 review cycles. Fire Review$200.00 Additional variances associated with any revislon to a site plan are charged according to the associated variance Extension of Approval(s) $1,250.00—Single Extension (PLUS)an additional (Site plan,variance,special $ 250.00 for each associated approval exception requests) 3 of 4 Updated 11/2018 PAYMENT DATE City of Dania Beach BATCH NO. 10/14/2019 100 W. Dania Beach Blvd. 2020-01000040 COLLECTION STATION Dania Beach, FL 33004 RECEIPT NO. City Hall Window 1 2020-00002075 RECEIVED FROM CASHIER Stuart Moraitis fincashierl DESCRIPTION 2833 NE 24th St PAYMENT CODE RECEIPT DESCRIPTION TRANSACTION AMOUNT PSP AppI Review-Standard--------------------- -- - - ------ PSP _.APP1,Rev1 - -,-. Review -Standard . ------- ----------- -----------........ -------- $500.00 ___.___1 .......... CR Cost Recovery Misc $500.00 001-220-00-00 .......... ..... Payments: Type Detail Amount Check 1850 $6,000.00 Check 1949 $1,000.00 Total Amount: $7,000.00 Customer Copy Printed by: fincashierl Page 1 of 1 10/14/2019 02:59:43 PM September 5,2019 Revised October 18,2019 VIA EMAIL Corinne Lajoie,Planning and Zoning Manager Community Development City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach,FL 33004 Re: OUTBOARD DYNAMICS,LLC: Variance Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client, OUTBOARD DYNAMICS, LLC (the "Applicant"), owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312 (the "Property"), and in accordance with Section 625-40 of the City of Dania Beach (the "City") Land Development Code ("LDC"), we hereby submit the following variance requests to waive the requirements of Sections 275-190,275-120,and 265-110 as it relates to the proposed site plan for the Property(SP-79-19). I. BACKGROUND The Property is approximately 1.56 acres(68,018 square feet)and is located along SW 22nd Avenue east within a mile-radius of the Fort Lauderdale/Hollywood International Airport. The Property is subject to a Declaration of Covenants, Restrictions, and Easement, as recorded in Instrument #115344445 of the Public Records of Broward County,which limits the maximum height permitted on the Property between 30.6' NAVD to 40.6'NAVD.The Property is subject to the following: 3.3 "The height of all improvements, structures, objects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of: (i) the height above ground level indicated on the legal description for each Airspace Parcel included in Exhibit 2, attached hereto and made a part hereof, or (ii) the aeronautical surfaces of the Airport as now established,and as may from time to time hereafter be established,by the FAA or any governmental agency that is a successor to the authority of the FAA including but not limited to Federal Aviation Regulation Part 77." Page 3, Instrument#115344445 4.1 "That said easements shall have the purpose of prohibiting intrusions into, encroachments upon,and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object, whether natural or artificial, that might now, or in the future, be situated on the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon,and obstructions within,said Airspace Parcels, Stephanie J.Toothaker,Esq. land use development political strategy procurement Stephanie J.Toothaker,Esq.,PA 954.648.9376 stephanie@toothakerorg W@stoothaker ©@toothakerdevelopment 401 E Las Olas Blvd,Suite 130-154 Fort Lauderdale,FL 33301 Page 2 of 4 Variance Requests for SP-79-19 whether by structures,vegetation or other object,natural or artificial,that exist or may in the future exist,in or upon said Property,including with respects to trees or other vegetation that do or may encroach upon, intrude into,or obstruct said Airspace Parcels, the absolute right to cut down to ground level and remove root system beneath the ground of any such tree or other vegetation, and including a continuing right in the County to prohibit and prevent the future construction or erection of any building, structure, or object, and the planting, cultivation,or growth of any tree or other vegetation,upon said Property that does or may in the future encroach upon,obstruct,or cause intrusion into said Airspace Parcels..." Page 5, Instrument#115344445 II. VARIANCE REQUESTS a. Sec.275-190.-Plant material and installation requirements Section 275-190 provides the following required quantities of shades trees, intermediate, small trees and palms: Quantity Required Shade/Canopy Tree Fort 40percent minimum of the total trees required Intermediate Trees Thirty 30percent maximum of the total trees required Small Trees No more than ten 10percent of the total trees required Palms I No more than twenty 20percent of the total trees required The Applicant is requesting to allow zero percent (0%) of shade trees in order to conform with the covenants,restrictions,and easements governing the Property where the LDC requires a minimum of forty percent(40%)shade trees.Please refer to the Landscape Sheets included in SP-79-19 for the proposed mix and quantities of trees. b. Sec. 275-120. - Perimeter buffer landscape requirements for business, commercial and industrial properties Section 275-120 requires the following: A ten foot landscape buffer shall be provided around the perimeter of the property in all zoning districts except for the CC, SFED-MU, EDBB-MU, and NBHD-MU CRA form- based districts, and except for areas required to provide landscape buffers in accordance with sections 275-90 or 275-110. Buffer requirements for properties less than half an acre in size are required to provide a minimum five foot landscape buffer around the perimeter of the property except where adjacent to residential, in which case ten(10)feet is required. Such landscape buffer shall contain one (1) shade tree for each forty(40) linear feet and a row of hedges. Shade trees provided to satisfy the requirements of this section shall have a minimum overall height of sixteen (16) feet immediately upon installation [emphasis added]. Per the Landscape Sheets included in SP-79-19, Applicant is requesting a variance to allow twelve foot (12')tall perimeter buffer shade trees in order to conform with the covenants, restrictions, and easements 1 Page 3 of 4 Variance Requests for SP-79-19 governing the Property where the LDC requires a minimum height of sixteen feet(16') per Section 275- 120. c. Sec.265-110.-Design and construction standards for parking lots Section 265-110(C)(6)requires the following: When a row ofparking stalls is immediately adjacent to a driveway, a minimum stacking area of twenty-five(25)feet is required between the property line and the entrance to the Lirst stall emphasis added]. In order to accommodate the required number of parking stalls on-site, Applicant is requesting a variance to allow a seventeen foot,ten inch(17'-10")stacking area between the property line and the first parking stall within the Building 3 parking area where the LDC requires a minimum twenty-five feet(25')stacking area per Section 265-110. III. VARIANCE CRITERIA(SEC.625-40) (1) That the requested variance maintains the basic intent and purpose of the subject regulations, particularly as it affects the stability and appearance of the city; The requested variances are required due to the covenants, restrictions, and easements that govern the Property and to accommodate the required parking spaces for the proposed development. The acceptance of a variance from the aforementioned code sections would maintain the basic intent and purposes of the subject regulations, particularly as it affects the stability and appearance of the City. The site is currently an undeveloped parcel and will be improved with marine related uses compatible with the area.Please refer to the proposed site plan SP-79-19. (2) That the requested variance is otherwise compatible with the surrounding land uses and would not be detrimental to the community; The requested variances are required due to the covenants, restrictions, and easements that govern the Property to maintain efficient utilization of the navigable airspace by aircraft.The required number of shade trees and minimum height of 16-feet cannot be met as the existing heights, or size increase as the trees mature, will exceed the maximum height restriction imposed on the Property. Moreover, the reduced stacking area for Building 3 would be necessary to accommodate the required number of parking stalls for the proposed uses. As such,the requested variances would not be detrimental to the community. (3) That the requested variance is consistent with,and in furtherance of,the goals,objectives and policies of the adopted Comprehensive Plan, as amended from time to time, and all other similar plans adopted by the city; The requested variances are consistent with,and in furtherance of,the goals,objectives and policies of the adopted Comprehensive Plan. Policy 1.9 of the City's Comprehensive Plan provides the following: Within areas surrounding existing or committed airports/heliports, Dania Beach shall not issue development orders for land uses or structures that are incompatible with airport/heliport uses, pursuant to the Development Review Requirements subsection of the Plan Implementation Requirements section of the Dania Beach Land Use Plan. (B.CP. #15.03.02) Page 4 of Variance Requests for SP-79-19 Moreover,Policy 8.4 provides the following: Adequate vehicular parking shall be provided for new development in accordance with the land development regulations. (4) That the plight of the petitioner is due to unique circumstances of the property or petitioner which would render conformity with the strict requirements of the subject regulations unnecessarily burdensome;and The FAA requires Broward County to protect the aerial approaches to the Airport, to prevent the establishment or creation of airport hazards,and to ensure that the future uses on the Property are compatible with the operations of the Airport. As part of the condition of the conveyance of the Property from the County, there are certain covenants, restrictions, and easements governing the Property which restrict the maximum height permitted and render conformity with the strict requirement of the subject regulations unnecessarily burdensome. (5) That the variance requested is the minimum variance that is necessary to afford relief to the petitioner,while preserving the character,health,safety and welfare of the community. The proposed variances are the minimum variance that is necessary to afford relief while preserving the character, health, safety and welfare of the community. The Property is subject to the covenants and restrictions by the FAA which limits the height of structures, objects of natural growth, and other obstructions on the Property in order to have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft. Additionally,the reduction of the minimum stacking area for Building 3 would allow the site to accommodate the required number of parking spaces for the proposed development. IV. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectfully submitted, Stephanie J.Toothaker,Esq. i TOOTHAKER.org stephaniej.toothaker,esq., p.a. stephanie@toothaker.org 954.648.9376 @SToothaker September 5,2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie, Planning and Zoning Manager Community Development City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMICS LLC: Variance Requests Pertaining to SP-79-19 Dear Corinne: On behalf of my client,OUTBOARD DYNAMIC, LLC(the"Applicant"),owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312 (the "Property"), and in accordance with Section 625-40 of the City of Dania Beach (the "City") Land Development Regulations ("LDR"), we hereby submit the following variance requests to waive the requirements of Sections 275-190;275-120;and 265-110 as it relates to the proposed site plan for the Property(SP-79-19). I. BACKGROUND The Property is approximately 1.56 acres (68,018 square feet) and is located along SW 22nd Avenue east within a mile-radius of the Fort Lauderdale/Hollywood International Airport. The Property is subject to a Declaration of Covenants, Restrictions,and Easement,as recorded in Instrument#115344445 of the Public Records of Broward County,which limits the maximum height permitted on the Property between 30.6'NAVD to 40.6' NAVD,The Property is subject to the following: 3.3 "The height of all improvements, structures, oblects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of: (i) the height above around level indicated on the legal description for each Airspace Parcel included in Exhibit 2,attached hereto and made a part hereof,or(ii) the aeronautical surfaces of the Airport as now established,and as may from time to time hereafter be established,by the FAA or any governmental agency that is a successor to the authority of the FAA including but not limited to Federal Aviation Regulation Part 77," Page 3, Instrument#115344445 4.1 "That said easements shall have the purpose of prohibiting intrusions into,encroachments upon, and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object,whether natural or artificial, that might now, or in the future, be situated on the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon, and obstructions within, said Airspace Parcels,whether by structures,vegetation or other object,natural or artificial,that exist or may in the future exist, in or upon said Property,including with respects to trees or other vegetation that do or may encroach upon, intrude into, or obstruct said Airspace Parcels, the absolute right to cut down to ground level and remove root system beneath the around of any such tree or other vegetation, and including a continuing right in the County to prohibit and prevent the future construction or erection of any building,structure,or object,and the planting,cultivation,or growth of any tree or other vegetation, upon said Property that does or may in the future encroach upon, obstruct, or cause intrusion into said Airspace Parcels..." Page 5, Instrument#115344445 a� �� 4 u Page 2 of 3 Variance Requests for SP-79-19 it. VARIANCE REQUESTS a. Sec.276-190.-Plant material and installation requirements Section 275-190 provides the following required quantities of shades trees,intermediate,small trees and palms: Quantity Required Shade/Canopy Tree Forty(40)percent minimum of the total trees required Intermediate Trees Thirty(30)percent maximum of the total trees required Small Trees No more than ten(10)percent of the total trees required Palms No more than twenty(20)percent of the total trees required The Applicant is requesting a variance from the quantity of shade trees required in order to conform with covenants, restrictions, and easements governing the Property. Please refer to Landscape Sheets included in SP-79-19 for the proposed mix and quantities of trees- b. Sec. 275-120. - Perimeter buffer landscape requirements for business, commercial and industrial properties Section 275-120 requires the following: A ten-foot landscape buffer shall be provided around the perimeter of the property in all zoning districts except for the CC, SEED-MU, EDBB-MU, and NBHD-MU CRA form-based districts, and except for areas required to provide landscape buffers in accordance with sections 275-90 or 275- 110. Buffer requirements for properties less than half an acre in size are required to provide a minimum five-foot landscape buffer around the perimeter of the property except where adjacent to residential,in which case ten(10)feet is required.Such landscape buffer shall contain one(1)shade tree for each forty (40) linear feet and a row of hedges. Shade trees provided to satisfy the requirements of this section shall have a minimum overall height of sixteen (16) feet immediately upon installation[emphasis added]. Per the Landscape Sheets included in SP-79-19, Applicant is requesting a variance from the perimeter buffer trees which are under 16 feet in height in order to conform with covenants,restrictions,and easement governing the Property. c. Sec.265-110.-Design and construction standards for parking lots Section 265-110(C)(6)requires the following: When a row of parking stalls is immediately adjacent to a driveway, a minimum stacking area of twenty-five (25) feet is required between the property line and the entrance to the first stall (emphasis added). In order to accommodate the required number of parking stalls on-site, Applicant is requesting a variance of the minimum stacking area to provide a 17'-10"stacking area between the property line and the entrance to the first stall within the Building 3 parking area. III. VARIANCE CRITERIA(SEC.625.40) (1) That the requested variance maintains the basic intent and purpose of the subject regulations, particularly as it affects the stability and appearance of the city; The requested variances are required due to the covenants, restrictions, and easements that govern the Property and to accommodate the required parking spaces for the proposed development.The acceptance of a variance from the aforementioned code sections would maintain the basic intent and purposes of the subject regulations, particularly as it affects the stability and appearance of the City. The site is currently an undeveloped parcel and will be improved with marine related uses compatible with the area. Please refer to the proposed site plan SP-79-19. (2) That the requested variance is otherwise compatible with the surrounding land uses and would not be detrimental to the community; Page 3 of 3 Variance Requests for SP-79-19 The requested variances are required due to the covenants, restrictions, and easements that govern the Property to maintain efficient utilization of the navigable airspace by aircraft.The required number of shade trees and minimum height of 16-feet cannot be met as the existing heights, or size increase as the trees mature,will exceed the maximum height restriction imposed on the Property.Moreover,the reduced stacking area for Building 3 would be necessary to accommodate the required number of parking stalls for the proposed uses.As such,the requested variances would not be detrimental to the community. (3) That the requested variance is consistent with,and in furtherance of,the goals,objectives and policies of the adopted Comprehensive Plan,as amended from time to time,and all other similar plans adopted by the city; The requested variances are consistent with, and in furtherance of, the goals, objectives and policies of the adopted Comprehensive Plan. Policy 1.9 of the City's Comprehensive Plan provides the following: Within areas surrounding existing or committed ahportslheliports, Dania Beach shall not issue development orders for land uses or structures that are incompatible with airportlheliport uses,pursuant to the Development Review Requirements subsection of the Plan Implementation Requirements section of the Dania Beach Land Use Plan. (B.C.P. #15.03.02) Moreover, Policy 8.4 provides the following: Adequate vehicular parking shall be provided for new development in accordance with the land development regulations. (4) That the plight of the petitioner is due to unique circumstances of the property or petitioner which would render conformity with the strict requirements of the subject regulations unnecessarily burdensome;and The FAA requires Broward County to protect the aerial approaches to the Airport,to prevent the establishment or creation of airport hazards, and to ensure that the future uses on the Property are compatible with the operations of the Airport.As part of the condition of the conveyance of the Property from the County, there are certain covenants, restrictions,and easements governing the Property which restrict the maximum height permitted and render conformity with the strict requirement of the subject regulations unnecessarily burdensome. (5) That the variance requested is the minimum variance that is necessary to afford relief to the petitioner, while preserving the character,health,safety and welfare of the community. The proposed variances are the minimum variance that is necessary to afford relief while preserving the character, health, safety and welfare of the community. The Property is subject to the covenants and restrictions by the FAA which limits the height of structures,objects of natural growth,and other obstructions on the Property in order to have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft.Additionally, the reduction of the minimum stacking area for Building 3 would allow the site to accommodate the required number of parking spaces for the proposed development. IV. CONCLUSION Your consideration in this matter is greatly appreciated. Should you require any additional information, please do not hesitate to contact the undersigned. Respectful) mitted, tephanie J. Toothaker,�q. Lajoie, Corinne From: Estefania Mayorga <estefania@toothaker.org> Sent: Friday, October 18, 2019 11:53 AM To: Lajoie,Corinne Cc: Robert Vick;John Beach; Stephanie Toothaker Subject: RE:Outboard Dynamics LLC SP-79-19 - Request for 72 Hour time extension Attachments: Outboard Dynamics LLC-10.18.19 Updated Variance Requests Narrative.pdf, Outboard Dynamics LLC - 10.18.19 Updated Design Exception Requests Narrative.pdf, Outboard Dynamics LLC - 10.18.19 Variance Applications for Sec. 275-120 and Sec. 265-110.pdf Corinne: Please see the information below,the revised narratives with this information,and the remaining two (2)variance applications. Please advise if anything further is needed at this time. VARIANCE 1. To allow provide zero percent(0%) of shade trees, the Land Development Code (LDC) requires a minimum of forty percent (40%) shade trees; per Section 275-190. 2. To allow twelve foot(12')tall perimeter buffer trees;the LDC requires a minimum height of sixteen feet(16'); per Section 275-120. 3. To allow a seventeen foot, ten inch(17' 10") stacking area between the property line and the first parking stall;the LDC requires a minimum twenty- five feet(25'); per Section 265-110. EXCEPTION 1. To allow window glazing to make up 3.48 percent of the primary elevation and 0 percent of the secondary elevation of Building 3, LDC requires - minimum of 25%on the primary elevation and a minimum of 10%on the secondary elevation; per Section 511-30(l). 2. To allow a distance of seven feet, one inch (T-1")between the north frontage of building 3 and parking area and zero feet (0') between the west frontage of Building 3 and the parkingarea,the LDC requires a minimum of eight feet(8'); per Section 511-30(P). From: Lajoie,Corinne<clajoie@daniabeachfl.gov> Sent:Wednesday,October 16,2019 3:13 PM To:Estefania Mayorga<estefania@toothaker.org> Cc: Robert Vick<Robert@vickarch.com>;John Beach<john@vickarch.com>;Stephanie Toothaker<stephanie@toothaker.org> 1 City of Dania Beach, Florida DANIA BEACH Department of Community Development ;(AA04itLSE Planning and zoning Division S X "3 1, ; , Standard Development Application ❑ Administrative Variance E' ❑ Land Use Amendment - ❑ Plat ❑ Rezoning Date Rec'd: ❑ Site Plan M Special Exception Petition No.: ✓ D4 Variance �+ fiJ El Other, (SEEAPPLICAWN T)PESCNEDULEONPAGES3 �1 THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND S MITTED WITH ALL [j NECESARY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings, All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 3998 SW 22 Ave, Dania Beach, FL 33312 Lot(s): _ Block: Subdivision: Recorded Plat Name: 5042 2901 0060;5042 2911 0040; Folio Number(s): 0050. nnFn;and nn7n Legal Description: See legal description attached. Applicant/Consultant/Legal Representative(circle one), Stephanie J.Toothaker, Esq. Address of Applicant: Business Telephone: 954.648.9783 Home: Fax: E-mail address: stephanie@toothaker.org cc:estefania@toothaker.org Name of Property Owner: Outboard Dynamics, LLC Address of Property Owner: 2833 NE 24TH Street,Fort Lauderdale, FL 33305 Business Telephone; Home: Fax: Explanation of Request: See attached narratives. For Plats please provide proposed Plat Name for Variances please attach Criteria Statement as per Section 625.40 of the Land Development Code. Prop. Net Acreage: Gross Acreage: 1.56 AC prop. Square Footage: 68,018 SF Existing Use: Vacant Proposed Use: See proposed Site Plan(SP-7919) 1 of 4 Updated 11/2018 Is property owned individually, by a corporation, association, or a joint venture? Corporation AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being made to the City of Dania Beach. If I/We are unable to be present,I/we hereby authorize Stephanie J.Toothaker,Esq. (individual/firm) to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania B h Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD B ae The foregoing instrument wn r/Agent sign ture*) was acknowledged BEFORE ME THIS DAY OF 20 IaI By: S�C�Pk 1 1 E`i�OTN A IL fL pQ/j- (Print name of person acknowledging) (Joint owner signature if applicable) Notary e Estefania Mayorga Commission#GG 366267 (Signature of Notary Public State of PC)nt�4 ) Commission Expires08-13.2023 Bonded Through.Cynanotery Florida-Notary Public Personally known Z or Produced Identification Type of Identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NOAPPLICATION WILL BEAUTOMATICALLYSCHEDULED FORA MEETING. ALL APPLICATIONS MUST BE DETERMINED COMPLETE SYSTAFF BEFORE PROCESSING OCCURS. 2of4 Updated 0212017 TOOTHAKE R.org Stephanie j.toothaker,esq., p.a. stephanie@toothaker.org 954.648.9376 @SToothaker September 5, 2019 VIA HAND DELIVERY AND ELECTRONIC SUBMISSION Corinne Lajoie, Planning and Zoning Manager Community Development City of Dania Beach 100 W. Dania Beach Boulevard Dania Beach, FL 33004 Re: OUTBOARD DYNAMICS LLC-Variance and Exception Requests Dear Corinne: On behalf of my client, OUTBOARD DYNAMICS, LLC (the"Applicant"), owner of 3998 SW 22nd Avenue, Dania Beach, FL 33312(the"Property"),we are submitting variance and exception requests as it relates to the proposed site plan for the Property (SP-79-19). Enclosed please find the following: 1. Variance and Exception Application and fee; 2. Variance and Exception narratives; 3. CD with the above documents. If you have any questions, please do not hesitate to contact me. Respectful( mitted, tephanie J. Toothaker, sq. 5 2019 l '. M r`<I \ JL.` �, IE 6.:$ f t t 1, .'''i Ie,�`r ;tom t1 ••C r h+•�.1 �� •� ♦tx� '' �•�/yM ,��\,� �j 4f-t ��ti �f t s��l, •J, Y.,�• �� 1• � `•1 r 1� �,1 �I}'t`. • I'Vf; .� ,� .a ! 1 �' ,�� ` :..4 1 . , tj \rtfir •' j. / '� t.. �y 7v�a a, .�,f( 1 i.. of •,� � 1 t � i• Ir THIS PROPERTY IS THE SUBJECT OF UPCOMING 0 PUBLIC HEARINGS it ME I r-oopm •` PLACE I city Cronmbuon CftamNn city MauBast.) t 100 Kest Danis Bast.)a" ' - ' 4 Dania 8sacn,Fl.1300t PRWECF I O-AbmrC Dynam,:a LLC f REQUESTS I -Sits Pion '�'.y.r S r(.T ►`, •�6 rIi ' -Yuunwr 1 - Eacoot.ons Es. 15�;a•,*,p.-t,i'9'Vx fN�ta fYA.lq-111 YA.150.1a(O(•1a►10 `y..- t I .•r�a,� , _ -/`'�yL`.ATM �I �� -• / a�. , _ � _ ' ,.� 14 I�" r,1'�(,' ?/ �, 1' ••'1/I 1 _ 'rf t _ r 41 ,�M ;t}�•ti t�*.-''" .r t',��. ''r I.j il a! •. �.fit.' +• � �� ;;aJ1�'t r+ 1�',.: 1 �5.,_ t ;t-• {i � . / 1 t� j\ l•' ' - . 11. .i r \ >I I [ (... r _ s r � r �y 57 _ yf . 1 ° r v THIS PROPERTY IS THE SUBJECT OF UPCOMING r• `� PUBLIC HEARINGS j riVE ° v ` �'_�. � •� ^ tt zrit{.�arra :n€�,n�hcentt�r'& u y �'°7` Cttg N ,tIX}bleat C}az++a �h > . t a.=OUE.STa!— !'t r''ttrrt Xx f $ �..�,p% 'q�'/'f�'Y 1, �J<�� t. ,, \. {�'.ti�,l'�,,_ f /f,.'`•�� ,,�' ��,.I \! • Y g , +� o I f � ` � ✓p 1 ,y„t' / Y" '1/ ,�A ,`�•,`�f 1 �1. y,i l,t�/ ' /t,,3� �� r �` { �` �p��'�/�, f��✓�;'ti err '�/ 'y./,.�`,t ys� vJ' Yi ` ��j/f/J. �''/�; t .�4 f.`.`v"`�%'.„ ,`�!�.S,,f tr,7,r`', i.� `;� '\ ;"�� ), ✓ ` j,'�`� J '�' y a V , X 4 e , T y t ,. ' rk`' f / r 1! AFFIDAVIT CITY OF DANIA BEACH,FLORIDA COMMUNITY DEVELOPMENT DEPARTMENT DANIA BEACH MAILING LIST AND LABELS SEA IT.LIVE IT.LOVE IT. STATE OF FLORIDA COUNTY OF_Broward BEFORE ME, the undersigned authority,personally appeared Christina Mathews, (Print Name) who, after being duly sworn, deposes and says: 1. I am an individual over the age of 18 years old and (CHECK APPLICABLE SPACE) I am the property Owner of the property identified below, OR X I represent to the City of Dania Beach, Florida that I am an authorized agent and representative of the property owner(s), Stuart Moraitis, (Print Name of Property Owner) for the property located at 3998 SW 22 Avenue(the "Property"), and this (Address) sworn statement pertains to the application for Plat, Variances, Site Plan (Briefly describe application,such as"site plan approval"or a"variance"or a"special exemption") relating to Petition number(s)PL-128-19 VA-147-19 VA-149-19 VA-150-19 OT- 148-19 SP79-19 2. Pursuant to Sec. 610-20(D) of the Land Development Code ("LDC") of the Code of Ordinances of the City of Dania Beach, Florida, I understand that there is a mailing date deadline for notices and that as the applicant for the petition, I must provide the City with: • One (1) set of Mailing Labels, and • One (1) copy of the mailing list for all property owners who or which own property located within 450 feet of the subject property. 3. I understand that I am legally responsible for timely providing the City with the mailing labels and mailing list a minimum of twenty-five (25) days prior to the mailing date (for projects which may have more than 200 mailings, I understand that City staff may request labels even earlier). The mailing date is , 20 . I am also aware that pursuant to LDC Sec. 610-30(D)(3), "[T]he mail notice shall contain substantially the same information as provided in the newspaper advertisement for the same application, and shall also contain the legal description of the subject property, the approximate relation to the nearest cross street(s) and a map or demarcated aerial photograph showing its approximate size, location and relationship to adjacent properties." 1 4. If I do not timely provide the mailing labels and mailing list, the City will need to delay the processing of the application. OWNER OR REPRESENTATIVE: JOINT OWNER(IF APPLICABLE) Signature Signature PRINT Name PRINT Name Title Title IF CORPORATION LIMITED LIABILITY COMPANY LIMITED PARTNERSHIP OR OTHER ENTITY: Cutro & Associates (lature' egal Name of C tten or Entity) (Full Christina Mathews PRINT Name MGR Title On Oc-kv Z-- ,20 4,personal�Iaear and (if applicable, if there is a co-owner) , as the Owner(s) of the property described above. Such person(s) is/are personally known to me or produced his/her/their identification. ti/r'J^; NOTARY PLIBLIC State of Florida My Commission Expires: �-Z�(-Z J OPM ATALIE BEDELL Public—state of Flondamission#GG 065714m,Expires Jan 24,2021through Na4onat No1aryAssn 2 �8W'38T gT O Y� p d+ F I O C I a � � m �b Qa A SW 39Ta ST m U > f• z A N � m t� a 4 C P A y O � x a b 0 0 0 a � 0 a c >� a m ao o a • U O •• < Z 0 112.5 225 „�0 vrelrKux Feet ULM KIAR eurwum 3999 SW22I®AVE BROWARD COUNTY PROPERTY APPRAISER DATE OF Plalrr: UB)01/2019 FOLIO—NUMB :NAME :ADDRESS_LI CITY STATE ;ZIP :ZIP4 ILEGAL _ :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF 5042-28000010 ;RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE FL 33309 j3421 128-50-42POR OF CSX RR R/W ..........1--- -----. .......................................................... fREEDLAND CO SUB 2-32 D28-50 42LOT 10 N 218.70 ::FLORIDA DEPT OF TRANSPORTATIONOFFICE OF !OF S 368.70LYING W OF SAL R/W BLK 2LESS POR OF 504228010051 !RIGHT OF WAY :3400 W COMMERCIAL BLVD .................................................... ................................................................. .._.._......_ i..._......_...._-.................................._..._..................._.._...._...........__. :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF ; { i IREED LAND CO SUB 2-32 D 28-50-42LOT 10 S 150 W 504228010060 RIGHT OF WAY '3400 W COMMERCIAL BLVD FORT LAUDERDALE!FL :33309 :3421 OF SAL R/W BLK 2LESS POR OF CSX RR R/W ................i---------------------------------------------............ ................---.._.....................--.._.......... .._......_......... ........--.................... .:..........-- ------ a.-.------- - ---------------------------------.........-....................................... :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF I : IREED LAND CO SUB 2-32 D 28-50-42LOT 11 Nl/Z OF 504228010070 ;RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE 'FL :33309 3421 IN1/2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF !REED LAND CO SUB 2-32 D 28-50-42LOT 11 N1/2 OF 504228010070 ;RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE 'FL j33309 :3421 IN /2 W OF SAL R/WBLK 2,LESS POR OF CSX RR R/W ----------------------- ..__._....._....._......_._._._.__...._....._...._.._._.._.__..............._......._......-...._........_...._......._........................... :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF (REED LAND CO SUB 2-32 D 28-50-42LOT 11 S1/2 OF 504228010080 :RIGHT OF WAY ::3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL 33309 :3421 IN/2 W OF SAL R/WBLK 2,1 ESS POR OF CSX RR R/W :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF ! j IREED LAND CO SUB 2-32 D 28-50-42LOT 11 Sl/2 OF 5^4228010080 ;RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE !FL W309 :3421 ;N1/2 W OF SAL R/WBLK Z,LESS POR OF CSX RR R/W - - ... -------•-------------------- ---------------............ ............--............. ................ 28-50-42POR OF NW1/4 OF SEC 28 DESC AS:COMM AT SW CDR OF NW 1/4 OF SAIDSEC:ALG S/L OF NW 1/4 NE 574.33,TO POB,THEN ALG W/R/W/L,NW561.32,NW 1121.89,NW 1654.57 THENALG CURVE 270.23 TO W/L !OF SEC,THEN NW ALG W.L 133.73 TO NW COROF :FLORIDA DEPT OF TRANSPORTATIONOFFICE OF j ISEC,THEN NE ALG N/L 77.60,THEN ALG CURVE, 504228010330 :RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL ':33309 i3421 !382.67,THEN SE ... ..............I....................------...........--...._.......................................... ................................--------------..... : iGOTTUEB SUBDIVISION 1 Z5-1 BTHAT PT OF PARCEL ! IADESC AS,BEG NW CDR PARCEL A,ELY 76.73,SELY 504228080010 ICUBESMART LP46 PTA-CS#304 PO BOX 320099 ALEXANDRIA IVA :22320 10156 '369.39,WLY 234.94NLY 335.23 TO POB !GOTTLIEB SUBDIVISION 125-1 BPARCEL A LESS THATPT ?DESC AS,BEG AT NW CORPARCEL A,ELY 76.73,SELY FLORIDA DEPT OF TRANSPORTATIONOFFICE OF '369.39,WLY 234.94,NLY 335.23 TO POBLESS POR OF 504228080020 :RIGHT OF WAY :3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL 33309 3421 !CSX RR R/W........................•..___•_._...•._._..._._A..................... ................... 50422 81 0001 0 ECUBESMART -CS#304 -PO BOX 320099 ALEXANDRIA jVA i22320 !0156 ;GOTTLIEB SUBDIVISION NO.2128-29 BTRACT A -------------------------------------•----..............--.......__..............._........_....................................-•-----a------......................------------------.................--.......................... :FLORIOADEPT OF TRANSPORTATtONOFFICE OF j i29-50-42POR OF CSX RR R/W LYING 504229000010 FRIGHT OF WAY Y3400 W COMMERCIAL BLVD FORT LAUDERDALE jFL :33309 :3421 jWITHINUNINCORPORATED AREA .. -------------------------------------------------------- ._.._._... ------: ------------------------------4•-------------.............................._...------------------.................._.........._ ?FLORIDA DEPT OF TRANSPORTATIONOFFICE OF i :29-SO-42POR OF CSX RR R/W LYING WITHINDANIA 504229000011 :RIGHT OF WAY 3400 W COMMERCIAL BLVD FORT LAUDERDALE 1FL :33309 ;:3421 !BEACH -----------'----•---- ..................................---......* r--------------------------------'-'i...._.....-----'--------... ------ -- -- - ---- •......................-- . - WARSHALLS EVERGLADE SUB 2-32 D29-50-42LOT 2 N 5v4229010050 :MORAFTIS,STUART G 2833 NE Z4 ST !FORT LAUDERDALE IFL 33305 : 182 75 OF S 257 75 OFW 204 OF E 454 BLK I + :-... ..... :.... ............................. . -- - ;BROWARD COUNTYBOARD OF COUNTY ! jMARSHALLS EVERGLADE SUB 2-32 D29-50-42LOT 2 N 504229010051 :COMMISSIONERS 115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE jFL :33301 :1801 182.75 OF S 257.75 LESSE 454 BLK 1 :BROWARD COUNTYBOARD OF COUNTY jMARSHALLS EVERGLADE SUB 2-3Z D29-50-4ZLOT 2 W 504229010052 'COMMISSIONERS 1 1 5 S ANDREWS AVE RM 501-RP FORT LAUDERDALE FL 33301 :1801 !205 OF N 62.75 OF S 175BLK 1 --------- _+----------------------------------------------------- --------------------=--------------------- _.........-............. - - ....... - ----------- �MARSHALLS EVERGLADES SUB 2-32 D29-50.42ALL j :THAT POR OF N 1/Z OF LOT 1,BLK 1,LYING WITHIN 35 FT OF E/LOF SAID SEC AND ALL THAT PT OFS 112.25 !BROWARD COUNTYBOARD OF COUNTY I !OF LOT 2,BLK 1,LYINGWITHIN 35 FT OF E/L OF SAID 5042Z9011640 :COMMISSIONERS 11 1 5 S ANDREWS AVE RM S01-RP FORT LAUDERDALE rFL !33301 :1801 'SEC j MARSHALLS EVERGLADES SUB 2-32 D29-50-42ALL 'THAT POR OF N 82.75 OF 5257.75 OF LOT 2,BLK 1 'LYINGWITHIN 35 FT OF E/L SAID SEC 29,AND ALL THAT :BROWARD COUNTYBOARD OF COUNTY ! !PT OF N 62.75 OF 5175 OF LOT 2, BLK 1 LYING 504229011650 ;COMMISSIONERS 115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE !FL :33301 1801 'WITHIN35 FT OF E/L OF SAID SEC 29 - ....._.... ..... - -•-._.................................................................l---------------------------- ---- -- - - ----- :WILMA MANORS 31-4 BPORTIONS OF LOTS 1-4,BLK 2 :BROWARD COUNTYBOARD OF COUNTY jANDADJ RIGHTS OF WAY LYING WITHINDANIA BEACH AS 504229090200 :COMMISSIONERS ;115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE iFL '33301 :1801 !PER MISC MB 8-23 Page 1 of 3 i WILMA MANORS 31-4 BPT OF LOT 2 DESC AS,BEG AT lSWCOR OF LOT 2,NLY ALG W/L 31.51,SELY ARC DIST 504229090211 811 LLC 810 NE 20 AVE FORT LAUDERDALE !FL .33304 11E33.07,W_ LY 10.19 TOPOB BL_K 2 - - ` ••..---'lWILMA MANORS 31-4 BLOT 4 LESS PT DESC AS,BEGAT i INE COR OF LOT 4,W 68.60TO BEG OF CUR,SELY 31.87 130.4 LY 5.14TO SE CO LY 142.07 504229090231 :JACKSON PROPERTY 2150 LLC 2150 SW 38 ST FORT LAUDERDALE !FL 33312 ': ITO POBB KE2 7E RN - -- .... -- - - - ---•-------- ................................. ...-------------•----------------......---.................... 504229090240 iALIAGA,PEDRO ANTONIO T2140-NE 1--AVE FORT LAUDERDALE FL r33305 �W1LMA MANORS 31-4 BLOT 5 BLK 2 504229090250 iN&D HOLDINGS INC :5310 W STATE ROAD 84 FORT LAUDERDALE iFL i33314 :1240 1WILMA MANORS 31 4 BLOT 6 E1I2 BK 2 iWILMA MANORS 31-4 BLOTS 7 THRU 11 &LOT 1 LESS E 1 i5 THEREOF&LESS PAR 1141N CA 85-73 76,DESCRIBED iAS:COMMSE COR OF NE1/4 OF SEC 29-50-42,N i1366.13,W 35 TO POB,W 114.83,NWLY 46.17,NWLY i 166,E 109.78,595.04 TO POS&LESS POR DESC ASCOMM TAT SE OF NE 1/4 OF SEC 29,N 1650.25,W 35,W 120,5 �- '229090350 811 LLC :810 NE 20 AVE FORT LAUDERDALE IFL .33304 :142.07 TO i iRAVENSWOOD HEIGHTS 31-6 BTRACT A LESS COMM SE ICOR OFNE1/4 OF SEC 29,NLY ALG E/L1122.33,WLY 35.00 TO SE COR OFLOT A&POB,WLY 30.84 TO iP/C,NWLY 177.71 TO P/C,NWLY 33.53 TON/L OF LOT !A ELY 88.94 TO NE COROF SAID LOT,SLY 193.80 TO 504229110010 iSOFINITE LLC :3901 ANGLERS AVE FORT LAUDERDALE IFL r33312 > IPOBR/W FOR RAVENSWOOD RD - . ....................... ..... --------------------- ----•-•-•---.................................... ' RAVENSWOOD HEIGHTS 31-6 BTR B S1/2,LESS E 20 504229110030 FREEMAN BUILDING LLC :201 NE 3 AVE DANIA BEACH IFL 33004 2911 :FOR RD iRAVENSWOOD HEIGHTS 31-6 BTR B N1/2 LESS COMM jSE COR OFNE1/4 OF SEC 29-50-42,NLY ALGE/L i 1 1122.33,WLY 35.00 TO NE COROF SAID LOT B& i rPOB,WLY 30.84TO P/C,SELY 97.82,ELY 504229110040 :MORAITIS,STUART G :2833 NE 24 ST FORT LAUDERDALE FL ::33305 i 118.17,NLY96.98 TO POB FOR RD - _...................................................... ... �... ...h----------_._,.........• ---------•---._..............•............................•-----..................-----........_... 504229110050 :MORAITIS,STUART G _ :2833 NE 24 ST jFORT LAUDERDALE IFL �33305 : RAVENSWOOD HEIGHTS 31-6 STRACT C S1/2 - --------------------------------------------------------------- - - ............................---............-----------. . ............................................. -....... .............. --------................................................................................................... 504229110060 EMORAITIS,STUART G 12833 NE 24 ST :FORT LAUDERDALE AFL :33305 i RAVENSWOOD HEIGHTS 31-6 STRACT C N1/2 -- - ------------------------------------------- - --•------------------..............................................- - - - ------i---------------------------- --- ---•--.........-..................--------.-------------------- 504229110070 ?MORAITIS,STUART G :2833 NE 24 ST :FORT LAUDERDALE IFL :33305? RAVENSWOOD HEIGHTS 31-6 BTR D ,BROWARD COUNTYBOARD OF COUNTY i 504229110080 ;COMMISSIONERS 115 S ANDREWS AVE RM 501 RP FORT LAUDERDALE]FL i33301 1801 �RAVEN$WOOD HEIGHTS 31-6 BTRACT E E 89.56 --------------.......................................------------------............-----------------•........................... ......--••........................•--•------•- .. . ..-------------------._......-------------.------------- BROWARD COUNTYBOARD OF COUNTY , ......................... .............._ i . ..--•---f----------------..... ....._..---•---•--- 229110081 !COMMISSIONERS :1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL 33301 :1801 iRAVENSWOOD HEIGHTS 31-6 BTRACT E LESS E 89.56 ........ . •............................................................................................... r .......................... 8 ......._... BROWARD COUNTYBOARD OF COUNTY i j 50422911 1 0090 ;COMMISSIONERS :115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE ;FL 33301 '1801 lRAVENSWOOD HEIGHTS 31-6 BTRACT F N1/2 ............... ............----•-----................................................................ .._.. ............................................................................................r............. i.............-........... -.-•-•-------..-..-.......--....------•-•------------.--------------- ------------- :BROWARD COUNTYBOARD OF COUNTY 504229110091 :COMMISSIONERS :115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL :33301 il801 !RAVENSWOOD HEIGHTS 31-6 BTRACT F S1/2 ......................;.....................---------------•---•-------------------------------------------------------------- :BROWARD COUNTYBOARD OF COUNTY I - 504229110100 iCOMM15510NERS i115 S ANDREWS AVE RM 501-RP FORT LAUDERDALE I;FL :33301 i1801 [RAVENSWOOD HEIGHTS 3_1_-6 BTR G N1/2 :BROWARD COUNTYBOARD OF COUNTY 504229110110 ;COMMISSIONERS :115 S ANDREWS AVE RM 501_RP FORT LAUDERDALE (FL .33301 1801 kkRAVENSWOOD HEIGHTS 31-6 BTR G S1/2 ........ ............ :------------------------- --.........---.._........................................ 4 rD&C PROPERTIES 11 1-49 BPAR A,TOG WITH D&C 504229310010 '.ACP PARTNERS LLC 777 BRICKELL AVE STE 1360 MIAMI fL :33131 IPROPERTIESADDITION 1 13-20 B PAR A 'D& PORPERTIES 504229310020 `:PUBLIC LAND%CITY OF DANIA BEACH 100 W DANIA BEACH BLVD DANIA BEACH jFL i33004 i3643 IDEDICATED P RPLAT 1 14-49 BOROUGHFARES .. ............................................................... .................................................................................... ...........................................r----......'..--..... .........I.....-•----------...........................----._.....................-•-.................... iD&C PORPERTIES 111-49 BTHOROUGHFARES 504229310020 (PUBLIC LAND%CITY OF DANIA BEACH 100 W DANIA BEACH BLVD _ DANIA BEACH 'FL 33004 E3643 (DEDICATED PERPLAT 1 11-49 B i D&C PROPERTIES ADDITION113-20 B5 FT ADD'L R/W 504229320020 ;PUBLIC LAND%CITY OF DANIA BEACH 100 W DANIA BEACH BLVD DANIA BEACH !FL `33004 :3643 ,DEDICATED PERPLAT 1 13-20 B ----------------•--........-•-•--- --------------------------•-----.......----------------------------••--i•---------------------------•._......•.......---•-_..._......-..... ---'---'--'-'---------'1-•----------------'----------•--.......r....................._..-"--'--'--------'--•--'--------------------•------------------------- 504229370020 :HARDEE,STEVE ;5500 WOODLAND LANE FORT LAUDERDALE I F L 33312 i6250 IGATTO PLAT 126-41 BPARCEL B Page 2 of 3 :BROWARD COUNTYBOARD OF COUNTY IRAVENSWOOD FLL AIRPORTREDEVELOPMENT(PLAT ............................................. 115 -RP1........................._ .._. ._. .. --•-•------.................__..................... _............................................................_.----.•----------------- --••----•--.--.---..-..---...-.-.-.....----------------------......--------•-------------------- :BROWARD COUNTYBOARD OF COUNTY i ;RAVENSWOOD FLL AIRPORTREDEVELOPMENT(PLAT 504229430040 ;COMMISSIONERS 1 15 S ANDREWS AVE RM 501-RP FORT LAUDERDALE IFL :33301 �1801 2)159-19 BPARCEL D ..................... ............ - -............ ......... •-----............................-----------------------------t............:...--- .....-------..............------•--------------•----------------------------------------------................ ;BROWARD COUNTYBOARD OF COUNTY E RAVENSWOOD FLL AIRPORTREDEVELOPMENT PLAT 504229430080:COMMISSIONERS ?115 S-ANDREWS AVE RM 501-RP FORT LAUDERDALE 1FL :33301 1801 2)159-19 BROAD RESERV'N(SW 39 ST) 504229460010 AAVENSWO0D UNITED LLC 326 NE 5 AVE DANIA BEACH ,FL 33004 1UMT PARCEL 171 125 BPARCEL A •...._.................................................•-•--•---...................................................._........................................................... - --•--._....----••--•--._....._.............._............----------••-------------............•.............---- ----------------- 504229580010 AARG OFFICE LLC 3495 SW 9 AVE FORT LAUDERDALE (FL :33312 ARG 183-258 BPAR A ;...._................... .......-......... -----------------._.._.................,.............,......•....._.._..... _._.................. ------------ ....... iARG OFFICE LLC/DDCTD PUBLIC%CITY OF IARG 183-258 BRIGHT OF WAY DEDICATED TO 504229580020 :DANIA BEACH 100 W DANIA BEACH BLVD DANIA BEACH AFL :33004 3643 ITHEPUBLIC BY THE PLAT Page 3 of 3 ,y AFFIDAVIT CITY OF DANIA BEACH,FLORIDA COMMUNPTY DEVELOPMENT DEPARTMENT POSTING OF PUBLIC HEARING NOTICE SIGN STATE OF FLORIDA COUNTY OF 13-1 BEFORE ME, the undersigned authority, personally appeared Christina Mathews who, after being duly sworn,deposes and says: 1. 1, Christina Mathews _,am an individual over the age of 18 years old and (Print Name) (CHECK APPLICABLE SPACE) 1 am the property Owner, OR X I am a representative of the property owner(s), Stuart G.Mornitill and for property located at 3998 SW 22 Avenue (the"Property"),and this sworn statement pertains to the application for see below , relating to Petition number seebelow in the Code of Ordinances of the City of Dania Beach,Florida. Site Plan,Plat,Vannaces,Exception SP-79.19/PL-128-19NA-147-19NA-149.19NA 150-19/OT-148-19 2. Pursuant to Sec. 610-30(B)(1) of the Land Development Code of the Code of Ordinances of the City of Dania Beach,Florida,on October25 ,201 9 ,I posted,or caused to be posted,a public notice sign along street frontages of the subject Property,with the sign being at least three(3)square feet in area,and between ten(10)and twenty(20)feet from the edge of street pavement in a manner so as to be completely visible front the public rights-of- way. The public notice sign was posted more than ten (10) days before the scheduled public hearing. 1 am aware that the Code Section cited above requires the sign to State and contain the following information: PUBLIC HEARING NOTICE Petition number; Date; Time;and Telephone number of the City's Community Development Department. 3. A true and accurate copy (copies) of the subject sign(s) is/are attached to this Affidavit and incorporated by this reference. Lajoie, Corinne From: John Beach <john@vickarch.com> Sent: Wednesday, October 16, 2019 S:22 PM To: Lajoie,Corinne Cc: Estefania Mayorga; Stephanie Toothaker, Engineering Review, engineering; Rodriguez, Fernando J. Subject: FW: DRC case#SP-79-19 -traffic statement approval Attachments: Outboard Dynamics Traffic Statement Digital Copy.pdf Corinne, Please see below from Curt re:the traffic statement.Thank you John Beach Robert Vick Architect 954-463-6340 This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited.If you received this in error,please contact the sender and delete the material from any computer From: engineering<engineering@daniabeachfl.gov> Sent:Wednesday,August 07,2019 2:22 PM To: Lajoie, Corinne<clajoie@daniabeachfl.gov> Cc:STUART MORAITIS<sgmoraitis@bellsouth.net>;John Beach<john@vickarch.com>; EngineeringReview <engineeringreview@daniabeachfl.gov>; Rodriguez, Fernando J. <frodriguez@daniabeachfl.gov> Subject: RE: DRC case#SP-79-19-traffic statement approval Corinne, The attached traffic statement is hereby accepted and approved. Please let me know if you need anything else from Public Services in reference to this project. Thank you, Curt A. Keyser, P.E. Consultant Engineer I City of Dania Beach engineering a)daniabeachfl.eov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 s�ADAit uv .,t(y EW phone: 954-924-6800 x3615 I Fax: 954-923-1109 Please note.Florida has a very broad public records law.Most written communications to or from City officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:John Beach f mailto:iohn@vickarch.com] Sent:Wednesday,August 7, 2019 2:09 PM To:engineering<engineering@daniabeachfl.gov>; EngineeringReview<engineeringreview@daniabeachfi.gov>; Rodriguez, Fernando J.<frodrieuez@daniabeachfl.eov>; Lajoie, Corinne<claioie@daniabeachfl.eov> 1 Cc:STUART MORAITIS<sgmoraitis@bellsouth.net> Subject: RE: DRC case#SP-79-19-traffic statement approval Mr. Keyser, Per our conversation earlier attached you will find a digital version of the traffic memo which is sealed.Thank you for your assistance with this matter. Have a good afternoon. John Beach Architect robert vick architect,pa PRV 1600 ne 26th street suite A wilton manors,fl 33305 954-463-6340 . 954-463-6443 fax www.vick-architecture.com This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer. From: engineering <enai nee rina@daniabeachfl.aov> Sent:Wednesday,August 07, 2019 10:57 AM To:John Beach <iohn@vickarch.com>; EngineeringReview<enaineerinareview@daniabeachfl.gov>; Rodriguez, Fernando J. <frodrieuez@daniabeachfl.eov>; Lajoie,Corinne<claioie@daniabeachfl.eov> Cc:STUART MORAITIS<semoraitis@bellsouth.net> Subject: RE: DRC case#SP-79-19-traffic statement approval Is the report sealed by the Engineer? I believe that was our previous request. 11 Curt A. Keyser, P.E. Consultant Engineer I City of Dania Beach eneineerina@daniabeachfl.aov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 %ANIA 65ACN saxn trvF if tovc n phone: 954-924-6800 x3615 I Fax:954-923-1109 Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:John Beach [mailto:iohn@vickarch.com] Sent:Tuesday,August 6, 2019 4:00 PM To: engineering<engineering@a daniabeachfl.aov>; EngineeringReview<engineerinareview@daniabeachl7.gov>; Rodriguez, Fernando J.<frodrig-uez@daniabeachfl.aov> Cc:STUART MORAITIS<semoraitis@bellsouth.net> Subject: FW: DRC case#SP-79-19-traffic statement approval 2 Good Afternoon all, This is my third request, please advise on how to obtain the requested statement.Thank you John Beach Robert Vick Architect 954-463-6340 This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited.If you received this in error,please contact the sender and delete the material from any computer From:John Beach Sent:Tuesday,July 30,2019 4:42 PM To: engineering<eneineerin-g@daniabeachfl.gov>; EngineeringReview<engi nee rinpreview@daniabeachfl.gov>; frodriguez@daniabeachfl.gov daniabeachfl.gov Cc:STUART MORAITIS<sgmoraitis bellsouth.net> Subject: DRC case#SP-79-19 -traffic statement approval Good afternoon all, We are currently undergoing DRC approval for the above project in Dania Beach. I have been issued this comment by planning and zoning: 'Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing.' I am reaching out in an effort to get the requested statement.The traffic memo was submitted with the DRC package, I have also attached it to this email. Let me know if you require anything more from me at this time. Thank you for your assistance with this matter. John Beach Architect robert vick architect,pa P nAdol 1600 ne 26th street suite A Wilton manors,fl 33305 954-463-6340 . 954-463-6443 fax www.vick-architecture.com This e-mail,and any attachment,is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review,re-transmission,copying,dissemination or other use of this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer, 3 GATOR ENGINEERING ASSOCIATES, INC. 11390 Temple Street Cooper City, Florida 33330 (954) 434-5905 LETTER OF TRANSMITTAL To: City of Dania Beach Date: October 3,2019 Planning Division Project Name: Outboard Dynamics 100 W Dania Beach Blvd GEA Project No. 19060 Dania Beach,Florida 33004 pl-128-19 Attn: Corinne Lajoie,Planning Manager We are sending the following items: No. Unit Description I Set Survey and Plat Sheets(2)(24 x 36) I Set Survey and Plat Sheets(2)(11 x 17) I Disc Survey and Plat Sheets(2) These are transmitted as checked below: x For Review/Approval _Sign&Return x Hand Deliver _For Your Use _For Review&Comment _Pick Up _As Requested _Resubmittal _Regular Mail _ _Federal Express Remarks: Copy to: Received by: Signed: 91V Date: Reg' Bobo-Jack n,P.E. gat6�4ec@bellsouth.net Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ASO-24598-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth,TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Building OutboardDynamicsLLCBuilding2 Location: Fort Lauderdale, FL Latitude: 26-04-22.75N NAD 83 Longitude: 80-10-10.47W Heights: 9 feet site elevation(SE) 22 feet above ground level(AGL) 31 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) _X_Within 5 days after the construction reaches its greatest height(7460-2,Part 2) Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started(not necessarily completed)and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Page 1 of 4 (c) the construction is suy ect to the licensing authority of the Federa, Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination.In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE, AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part,on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates,heights,and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007,will void this determination. Any future construction or alteration, including increase to heights,power,or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc.,which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(847)294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ASO-24598- OE. Signature Control No: 413509111-418400369 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 Tfu.�O Map for ASN 2019-ASO-24598-OE i IN , ;.; �j�•,.f �'� . �.��."'Y a-d...: ��a � .� "`''�`.�'r.' J !ra iA�t� G i J'L- Ll'1L7f SS , Pi I TO Ate , ��K"-'�..1 � � ti YT Jy � Sh.T+':.. � b �,`'�r. ' :�(i •:.i- I � ')A s 3.. JI & r f m ` }�� n v } "�IL[ sty.. :.N ( l 4` 7 - " Ak :: --4 j AL rDI (}x{—.�. ` t a •c �Z_ rlf t S 'C 1 �t 3 F .-tt- Page 3 of 4 Sec,R,,nal Map for ASN 2019-ASO-24598-O.L 113 1 011,292.95... J+ Idgs 60, PO AEBE Z.i�rr. °` 141 i f "1 ••� 309� 40 nown ......... FT Se 2). IVIs/Su Supplement s 0008 A. :J 430 M bldgs ,,,�r►' T: �• PP - - 420 • A 0 ( ) �or Class D eff hrs � KUCE 1 .. '049 9 Avow, loop ••• -� �- 442 -� � Ae 121 42D UC /.:\ 314 FORT bldgs UDERDALE 12&7 i 1 [DAVIE RCO I - ` ^ MIAMI 40 NORTH PERRYt(HWO �C) �� cj,o CT - 132 1*Q 1 �► a 1 i 1049 WACH •'' s ATIS 135.475 1030,E .��„ .. 17 �_QVLL 33-122.95— (1019),,, 1 1(�I 041) y s� RP...1.0R119R, 28R, 1 R� � 49' �cAD (315) L253 1049 .3450 L PARK l� STADIUMS, �� 649 ,MI-OPA OLDEN`GLADES •••••••r �+/• • 649 [EXEC (OPF) :INTERCHANGE` =•'••• �-'• A. 34.675*Q �.. �`' 346••�'•See�NOTAMs/Supplement IS �125.9 1•' '7 � or for Class D eff hrs' � S *i on tNoM _ 5 1 0�•7'� .4 Page 4 of 4 Mail Processing Center Aeronautical Study No. 49 Federal Aviation Administration 2019-ASO-24599-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77,concerning: Structure: Building OutboardDynamicsLLCBuilding3 Location: Fort Lauderdale,FL Latitude: 26-04-21.75N NAD 83 Longitude: 80-10-10.44W Heights: 10 feet site elevation(SE) 24 feet above ground level (AGL) 34 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s),if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) _X Within 5 days after the construction reaches its greatest height(7460-2,Part 2) Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started(not necessarily completed)and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended,revised, or terminated by the issuing office. Pagel of 4 (c) the construction is su„sect to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates,heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007,will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes,derricks, etc.,which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law,ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance,please contact our office at(847)294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2019-ASO-24599- OE. Signature Control No: 413509112-418400368 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 T,,,.10 Map for ASN 2019-ASO-24599-OE WIM Y� t • u a3- 7, a '' mn 'r � `.'!'"3Fi '`•' r r Y � cc�.—>i� • tt j 7S w t « _ + r•f � � �� , �'- �, � is ,�, -'dam -lip� -- a tj qn, It • i — r - -. ^t .`i 4+ $:�i' t'��'- •_t c.r cc. .— q� r � ��r. '�'• f'�1�; t � �j I �T •Stip. - Y� '"d �. '� t"'� t ..��^++�S ��3�-�S`.,c �t{(� t yam•'�" � � ..r�+ .'1' 1 rl ,f Page 3 of 4 Sec..,,nal Map for ASN 2019-ASO-24599-0t, I — I LUw;v fm 1 10 1:1 u.UJmom POMPAN BE K iwi•..11r ti ; 141 1 �25� �" cr �'• • n 1 1 • 31 / .•.... . ..••.• Fl . 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Page 4 of 4 Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2019-ASO-24597-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth,TX 76177 Issued Date: 09/27/2019 Robert Vick Architect Outboard Dynamics LLC 1600 ne 26th street SUITE A Wilton Manors,FL 33305 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Building OutboardDynamicsLLCBuildingl Location: Fort Lauderdale,FL Latitude: 26-04-22.78N NAD 83 Longitude: 80-10-08.52 W Heights: 8 feet site elevation(SE) 22 feet above ground level (AGL) 30 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) _X`Within 5 days after the construction reaches its greatest height(7460-2,Part 2) Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis,we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 2. The structure considered under this study lies in proximity to an airport and occupants may be subjected to noise from aircraft operating to and from the airport. This determination expires on 03/27/2021 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended,revised,or terminated by the issuing office. Page 1 of 4 (c) the construction is su-ject to the licensing authority of the Fedenu Communications Commission (FCC)and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE.AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part,on the foregoing description which includes specific coordinates,heights, frequency(ies)and power.Any changes in coordinates,heights,and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices,effective 21 Nov 2007,will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters,requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed,you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks,etc.,which may be used during actual construction of the structure. However,this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law,ordinance, or regulation of any Federal, State,or local government body. If we can be of further assistance,please contact our office at(847) 294-7575, or vivian.vilaro@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2019-ASO-24597- OE. Signature Control No: 413509110-418400370 (DNE) Vivian Vilaro Specialist Attachment(s) Map(s) Page 2 of 4 T~v eO Map for ASN 2019-ASO-24597-OE I ` /f r , }•j 4*.ate 4Y� { 3wP,d ; `� b(" ,r � 6'r i [ a i ?� _ ., i 1. 1 �ti x i #i �(a•-= k{� ; K � i �.T ft^tp•; �7�}. 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A•�; 649 3�4.fi75* •INTERCHANGE ,.+;• • � �•••�:.See�NOTAMs/Suppiement5 �S 125.9 r �, ,V346 for Class D eff hrsj Page 4 of 4 ® robert vick orchitect, p.o. RESPONSE TO DRC COMMENTS(2nd Review) PROJECT: Outboard Dynamics LLC AU6 S � 8.19.2019 ADDRESS: 3998 SW 22 Ave SP-7919 orm ninsi All drawing revisions listed below have been clouded and marked w/DELTA-2' � i�'rt e ent Discipline Fire Reviewer Craig Braun,Fire Prevention Officer/Plans Eximinar Number Comment Response Site plan page SP-1 does not match the civil engineering water and Architectural site plan and civil engineering site plan have sewer plan. been coordinated to illustrate consistent information. 1 The fire hydrant between buildings 1&2 needs to be placed on the As discussed during staff review meeting the hyrdant other side of the street adjacent to FDC located between building 1 and building 2 remains unchanged to support manual fire fighting at building 1. 2 Buildings 2 and 3 will have fire sprinkler systems installed during construction and each will have a active siamese connection. Although the revised SP-1 shows the future intent of fire sprinkler As discussed at staff meeting buildings 2 and 3 will have risers to both buildings 1&2. It shall be understood.fhigt FDC for have fire sprinklers installed during construction.Building both buildings shall not have the Siamese connection installed on the will not have fire sprinkler nor will it have any plumbing in pipe above grade,but rather a cap on the piping above grade,until place for future sprinklers.The site plan and water sewer such a time that these buildings are actually provided with a fire plan have been updated to reflect this information. sprinkler system.In addition,the underground piping from the point of service including the underground piping to the FDC below grade 3 shall be subject to meeting the requirements of hydrostatic 2 hr/200 lb.pressure test and a re-evaluation of the UG pipe for any signs of deterioration,MIC,or obstruction of flow/Corrosion etc.as well as new signed,dated,&stamped,professional designers submission of adequate fire flow demand calculations and fire hydrant flow testing. 1600 re 261fi street suite A wutan manors,flarldo 33305 (954)453-6340 . fox(954)4 3.1a443 . vickarch@eorMnnk.net AA 2916 ■ robert vick architect, p.o. Discipline Landscape Reviewer Jake Ripp Number Comment _ Response The arborist report did not include all specimen trees to be removed. Arborist report corrected as requested A specimen tree,as defined by the City,is any hardwood or conifer that has a DBH of 18 inches or greater 1 and any palm with a minimum of 6 feet of clear wood and a DBH of 12 inches or greater.Several trees and palms such as the avocado tree,strangler figs,and cabbage palms need to be included in the arborist report.Weeping fig is an exotic ficus and not eliaible for specimen protection. Specimen trees are mitigated solely by the specimen appraisal value Revised to specimen apprisal value 2 and not by canopy replacement. Remove the canopy of the specimen trees from the canopy mitigation calculation. The replacement tree price in the specimen tree appraisal formula Source and pricing provided,based on current availability must be the average of three published prices of a common,native, locally available Category 1A tree(a 3 minimum of 16 feet in height).Provide the sources that a Category 1A,not a Category 1B,tree is$125.The City s current estimate for trees that meet the required height and DBH requirements for IA is S800. Note that Category 1B trees should be used for non-specimen Revised as outlined 3a canopy mitigation calculations.This comment is specific to non- specimen trees. _ Two non-specimen trees,i.e.tree 17 and 22,were included in the Revised as outlined 4 report as specimen rees but do not meet the minimum 18"DBH requirement in the City's code.Remove these trees from the specimen tree appraisal and mitigate by canopy. Per Sec.825-140(C)(2),the lowest location score a specimen tree can Minimum score revised to reflect available option rather 5 receive is.5. than stated value Increase the score of tree#30 to the minimum of.5. The canopy of dead trees(P1, P2,P3)does not need to be mitigated. Plan and calculation updated 6 Update the disposition plan and mitigation calculations accordingly Per Sec.825-100(A)(5),new developments are required to have an Over-valuation revised as requested additional 50%tree replacement for all non-fleppc and specimen 7 trees.This 1.5 multiplier must be added to the total specimen value of trees to be removed and the canopy of all non-fleppc species to be removed. The proposed landscape design uses category 2 and 3 trees in place Acknowledged 8 of the category 1 trees throughout the site due to airport height restrictions. With a variance request,the City typically requests a form of Acknowledged compensation to make up for the function/intent of the code section that cannot be 8a met. Describe what alternative design element(s)are being proposed to compensate for the reduced functions provided by smaller Category 2 and 3 trees. Provide a variance for Sec.275-190 for the quantity of shade trees We will be applying for a varience for this requirement 8b compared to intermediate small trees and palms. 1600 ne 26th street sui*e A wi�ton manors,Aorido 33305 (954)463-6340 . Fox(954)463-c443 . vickorch4Peor'n6nkr.et • A4 2916 ■ robert vick orchitect, p.o. Provide a variance for Sec.275-120 for utilizing trees under 16 feet in We will be applying for a varience for this requirement 8c height for jperimeter buffer trees The current calculation for perimeter buffer trees at 1 tree per 40 Tree spacing as proposed is deliberately done so as to 9 linear feet is a calculation used for category 1 trees.Since smaller accommodate mitigation trees,accomplishing the desired trees are being used,the spacing can be reduced and still comply effect just the same with spacing requirement outlined in 275-190 H . The proposed tree spacing for the two southern VUA terminal Spacing revised as requested 10 parking peninsulas is insufficient(between the dahoon hollies and the silver buttonwoods).Per Sec.275-190(H)(2),non-shade trees must be spaced a minimum of 15 feet from other trees. 11 Provide the canopy spread(in feet)for each tree on the tree Canopy info provided as requested disposition table. 1600 ne 26tn street I sure A wflton manors,florido 33305 (954)403-0340 . fox(954)463-6443 . vickord;&weortKnk.net . AA 2910 ■ roberh wick orchitect, p.o. Discipline Engineering Reviewer Manny Vega,PE&Curt Keyser,PE TIER 1: Number Comment Response Please,provide copy of Unity of Titles,plat,re-plat,easement(s), Acknowledged vacation(s)and/or dedication(s)recorded prior of issuance of Building Permit(As applicable).Shall be recorded in the Broward County Public Records.The project will need to be re-platted and 1 recorded with Broward County due to the age of the current plats. The Building permit will not be issued until completion of the platting process.Verify if Utility easement to be vacated and along SW 22nd Avenue has a 25'easement/ROW. Verify 25'ROW dedication shown on SP-1 and new relocation of 5' This information is confirmed and 10'Utility Easement at the South of Parcel 2 and on the West of 1-additional Parcel 1 respectively.Verify,on the North area of the property 10' Utility Easement running along the swale area/curb.Proposed dedication to the City. Per Sec.605-30(k).A memorandum of agreement summarizing the Traffic Memo was approved by Curt A.Keyser via email on traffic study's proposed project—specific methodology,including any 08/07/2019,Corinne LaJoie acknowledged on deviations from guidelines contained in the Recommended Practice, 08/08/2019. must be approved by the Community Development Director prior to preparation of the Study.A traffic impact study is required to supplement a development application that,if approved,would generate in excess of fifty(50)gross peak hour trips,provide a Traffic Statement-Estimate Report based on applicable trip generation rate(s)in the ITE-Institute of Transportation Engineers'Trip Generation manual, most recent edition(10th Edition).Traffic Impact 2 Study shall be based latest editions of the following:Transportation Impact Analyses for Site Development:An ITE Recommended Practice,2010;the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook;the 2014 Broward County Comprehensive Plan—Transportation Element;the City of Dania Beach Land Development Code and other related published literatures.Traffic Study/Statement with its methodology was provided pending review and approval by City Engineer.A copy of a Traffic Statement was provided by Traf tech Engineering,Inc.pending approval by City Engineer. Please,provide copy of Boundary and Topographic Survey dated, Survey is provided with this submittal. signed and sealed by a Florida Registered Professional Land Surveyor showing all existing Utilities and PGD plans including elevations of adjacent streets SW 22nd Ave and Ravenswood Road.Copies of 3 survey showing separate parcels were provided but it needs to be provided all the unified parcels as a whole similarly as shown in Page 2 out of 10.ln survey missing to be identified PL,ROW lines, dimensions e.g.East of Parcel 1. Site Plan SP-01 was provided missing FDOT Index 546 Visibility A sight triangle per FDOT Index 546 has been added to the 4 Triangle at entrance of driveway neither on civil plans.Identify PL, Signing and Marking Plan. ROW lines and dimensions on Civil Plans. 1600 ne 2roth street sui e A witou monors.9orido 33305 (954)403-0340 . fcx(054)40-3-c443 . vickorch(Peorthlink.net . AA 2916 robert vick orcnitect, p.c. Please,verify point of location/intersection and distances of dl=350 The Site Visibility Triangle per FDOT Index No.546 can be 4-additional and dr=225 including speed.BC and City Public Works Access found on sheet 8 of 10 of the civil engineering plans.The driveway permits for Ravenswood Road and SW 22nd Ave.must be Sight Distance Left(dQ of 350 feet could not fit on the provided prior to issuance of Building Permit. plan so it is described in text. A proposed preliminary Paving,Grading and Drainage was provided Our office has prepared water management calculations on Page 3. Please provide copy of Drainage calculations including the in accordance with the criteria and data listed in the Geotechnical Report to support proposed Drainage South Florida Water Management District Volume IV system and grading layout.Verify notes on plans for NGVD and NAVD Manual.A standard exfiltration test is included with the 1988.Also,25—100 Years-3 Days Rainfall. Re visit your proposed calculations.The design storms listed by the City of Dania FFE of Building 1 at 8.00'NAVD having a Flood Zone Beach have been evaluated in the calculations.The 5 AH(6.00)and other buildings with higher elevations shown in SP-1. grading and drainage design reflects the design elevations established as a result of the calculations.The calculations :also include a pre vs post scenario for various storm 'events.The site has been evaluated for water quality and water quantity conditions. SP-1.Sec.265-110(6)A minimum stacking area of 25 feet is required We are applying for a varience for the stacking distance at between the property line and the entrance to the first stall. building 3 Se.265-150(E(3)Minimum access width dimensions at the street of This criteria has been met Two Way).Twenty-five 25 feet Preliminary copy of Surface Water Management Calculations was Our office has prepared water management calculations provided with Geotechnical Report,showing only Post and Pre in accordance with the criteria and data listed in the Development calculations but missing 10 Year-1 Day Rainfall South Florida Water Management District Volume IV and Elevations of Pre are lower than Post.Missing Cascade reports Manual.A standard exfiltration test is included with the with no discharge.On sheet 3/8 was shown 100 Year—3 Day and 10 calculations.The design storms listed by the City of Dania Year—1 day at 5.5'and 3.5'NAVD. Please re-visit Beach have been evaluated in the calculations.The calculations.Please,Clarify what Detention and Basin areas. grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and 5 additional water quantity conditions. On sheet 3 of 8,we listed 100 year-3 Day and 10 year-1 Day elevations established by Broward County at least 15 years ago.For purposes of the compensation storage (import/export)calculations for this project,we will use the FEMA base flood elevation of 6.00 navd for the 100 Year Elevation. We labelled the dry retention areas at the east and west end of the projects. Preliminary Utilities—Water and Sewer—Plan was provided in page All conflicts and points of connection for watermains, 6 4 missing points of connections e.g.tee,etc.and FDC(If Applicable). firemains,and sanitary sewer mains are shown on the Water and Sewer Plan Clarify 4"DIP WM connection.Identify points of conflict between All conflicts and points of connection for watermains, utilities and drainage system.Verify private lift Station. firemains,and sanitary sewer mains are shown on the Water and Sewer Plan.The Water and Sewer Plan identifies all conflicts with proposed pipe inverts for water,sewer,and drainage BC and City Utility Connection permits must be provided prior to Acknowledged issuance of the Building Permit. 1000 ne 26th street suite A Wilton r nors.Aorido 33305 (954)463 1 340 . fax(954)4ia3-r�443 vckcrch@ecrtnlink.net AA 2916 ■ robert Vick orcnitect, p.c. Provide drawing file(dwg or dgn)disk of the approved site plan in Our surveyor is currently in the process of assigning State Florida State Plane Coordinate(NAD 83).This should be addressed as Plane Coordinates to all watermain bends,tees,gate 7 part of the Final Submittal. valves,and sanitary sewer features of this project. TIER 2: Number Comment Response Identify ROW lines and dimensions on SW 22nd Avenue and Right of Way lines are identified along with widths.The Ravenswood Road Please,clarify driveways encroaching into SW right of way widths for Ravenwood Road varies and is 1 22nd Ave.Verify,if 5'Utility easement are going to be vacated and if inconsistent in front of our project. proposed easements are going to be required. We will vacate the 5 foot utility easements wherever possible with utility providers approval. Identify in Civil drawings geometric dimensions like width of We have added additional geometric information for 2 driveways aisles,loading parking, vehicular use areas on sheet 8 of 10. ro osed turn around areas and others. Provide cross sections of proposed ROW on all the surrounding A roadway cross section has been added for SW 22nd Ave streets. on Sheet 3 of 10.Roadway and Parking cross sections are 3 already shown on sheet 3 of 10. Provide copies of approved permits from City of Dania Beach, Once site plan approval is granted by the City,we will Broward County and FDOT for submit driveway connection permit applications to 4 driveway(s)access and utilities connections(As applicable). Broward County(Ravenswood Road)and SW 22nd Ave (City of Dania Beach. Provide Maintenance of Traffic(MOT)Plan by the General Contractor Maintenance of Traffic plans will be prepared and 5 .This will be required if submitted by the contractor for any work performed Improvements or cuts on The ROW are required for Utility within Ravenswood or SW 22nd Ave right of way. connections. A complete Paving,Grading and Drainage Plan(s),including the sizes Each proposed catch basin or yard drain is fully described 6 and dimensions of all at the call-out leader.Sheet 3 of 10 is the complete Paving storm-water infrastructures.Provide Drainage Structures Tables. and Drainage plan for this project. Provide drainage calculations and geotechnical information Our office has prepared water management calculations supporting the proposed drainage in accordance with the criteria and data listed in the design including its connection with existing system. South Florida Water Management District Volume IV Manual.A standard exfiltration test is included with the calculations.The design storms listed by the City of Dania Beach have been evaluated in the calculations.The 7 grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. 1600 re 26th street suite A wifton monors,florido 33305 (954)463-6340 . fox(954)403-6443 vAckorch@eortnlink.ret , AA 2916 robert wick archifiect, p.a. Provide a copy of pre—and-post development storm-water Our office has prepared water management calculations management and drainage in accordance with the criteria and data listed in the calculations.The City specifically needs the following information:10-South Florida Water Management District Volume IV year,25-year,and 100-year Manual.A standard exfiltration test is included with the 24-hour and 72-hour flood stage elevations respectively. calculations.The design storms listed by the City of Dania Beach have been evaluated in the calculations,The 8 grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. Provide an on-site drainage system—plan-along with storm-water Our office has prepared water management calculations management calculations in accordance with the criteria and data listed in the (signed and sealed by a registered professional engineer).The South Florida Water Management District Volume IV calculations shall show how the Manual.A standard exfiltration test is included with the minimum road crown and finished floor elevations are met,and how !calculations.The design storms listed by the City of Dania I 9 the 25-year,3 day storm event !Beach have been evaluated in the calculations.The is maintained onsite with zero discharge to the ROW and adjacent !grading and drainage design reflects the design elevations properties.The site must store at established as a result of the calculations.The calculations least the 25-year,3 day event onsite with NO EXECPTIONS. also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. Proposed grading and drainage plan shall be based on the storm- Our office has prepared water management calculations water management calculations. in accordance with the criteria and data listed in the Identify minimum paving elevations from drainage calculations. South Florida Water Management District Volume IV Manual.A standard exfiltration test is included with the calculations.The design storms listed by the City of Dania Beach have been evaluated in the calculations.The 10 grading and drainage design reflects the design elevations established as a result of the calculations.The calculations also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and ! water quantity conditions. Storm-Water quality design shall be provided in the amount of 2.5 Our office has prepared water management calculations inches times the percent in accordance with the criteria and data listed in the impervious or the first 1 inch of rainfall over the entire site whichever South Florida Water Management District Volume IV is greater. Manual.A standard exfiltration test is included with the This calculation will be provided along with the updated complete calculations.The design storms listed by the City of Dania drainage analysis for permitting, !Beach have been evaluated in the calculations.The 11 !grading and drainage design reflects the design elevations established as a result of the calculations.The calculations !also include a pre vs post scenario for various storm events.The site has been evaluated for water quality and water quantity conditions. 1600 re troth street suite A wlton r nors,Borido 33305 ,954)403-0340 . fox(954)403-0443 mckorchCPeortHink.net AA 2916 ■ robert vick architect, p.a. Provide location of building roof drains,and their proposed The roof downspouts are shown on the rear of the connection(s)to the on-site drainage buildings.The downs spouts discharge at grade.The 12 system.(As applicable) discharge flows overland to designated swale areas as shown on the Paving and Drainage Plan. Drainage shall adequate to protect rooms in new structures designed The FEMA flood contours for this site can be found on our for occupancy from the P&D plan and the survey.The drainage calculations 13 100-Year flood elevations based on FEMA.Show and identify indicate all applicable design stages. elevation from drainage calculations. Provide copies of Broward County 100 Year Elevations and FEMA Flood Designations maps. Provide a complete Water and Sewer—Utilities-Plan,including any Sheet 4 of 10 is the Water and Sewer plan.All existing and existing water main,force proposed utilities are shown on this plan with 14 mains,gravity mains,etc.(Show all material&pipe sizes on the corresponding sizes,pipe material,and slopes as plan). necessary. Preliminary Utilities—Water and Sewer-Plan must be provided All conflicts and points of connection for watermains, missing existing Water Main firemains,and sanitary sewer mains are shown on the 14.1 and Fire connections lines.Missing points of connection in water Water and Sewer Plan. system and pending to be shown Points of conflict between utilities Minimum separation) Provide utility piping conflict details plan,along with documentation The Water and Sewer Plan identifies all conflicts with 15 to demonstrate proposed pipe inverts for water,sewer,and drainage. acceptability of the separation between water,sanitary,storm-water services lines. In compliance with Article 805.CONCURRENCY OF DETERMINATIONS The Water and Sewer Plan has a"Wastewater of the City Code Calculations"description found on the right side of the of Ordinances,applicants shall provide projected water demand, sheet. 16 sewage and solid waste generation amounts in tabular format—utilities—plan.Please provide calculations to support tabular projected generation-amounts. Backflow preventers should not encroach on sidewalks A note indicating that no backflow preventers should 17 encroach into any sidewalk,roadway,or parking areas. Show also all existing and proposed utilities on the landscaping plans The requested information has been added to the 18 for potential conflicts and landscape plans. also Sight visibility triangle 19 Provide a Complete Pavement,Marking and Signage Plan with Sheet 8 of 10 is the Signage and Pavement Marking Plan details. for this project. 1600 ne 26th stree- suite A �-Aton monors.florido 33305 (954)453-6340 . fox(954)463-6443 . vickorchVeortHiink.net . AA 2916 robert wick architect, p.o. Discipline P&Z Reviewer Corinne Lajoie (954)924-6805 x 3704 Number Comment Response Previously addressed 1 Previously addressed way and dedications,iRG1WdiAg witimate ROW 1(IjIaFepeoy lip str ets buildi., wateFEGUFSeS and w at...,b edie (net he Ieeat,,,„ d[meRsiAnr and rhararter,.c.-.R-Ar,,,.tiAn s Previously addressed 1(M) Proposed GMF19 cuts,eptFaHees and exits, paFl4lRg and leading aFeas Use areas,and vehiqulaF use aFeas- 2 Confirm application was properly completed,signed,and proper Acknowledged,Thank you application fee was paid. Must submit application,application fee,justification statement Acknowledged,Thank you based on criteria identified in the UDC,and any other documentation necessary for all Variances,Special Exceptions,Waivers,Design 3 Variations,etc needed for the project at time of Site Plan Submittal. Failure to do so will result in delay of the project.Submit Plat application,site plan cannot proceed to public hearing without the plat application running concurrently.2nd time requested. RIGHT-OF-WAY:Identify if R-O-W dedication is required for SW 22nd ROW dedication is required and is illustrated on sheet SP- Ave. 1 as'Proposed ROW Dedication.'Existing and Proposed I 4 property boundaries are also illustrated on SP-1. UTILITIES:Identify projected water,sewer and solid waste demand Projected water and sewer calculations are on civil for the project.Must provide documentation from Public Services,or engineering sheet 4/10.Statement of demand availability 5 Broward County as applicable,stating capacity is available to meet will be submitted prior to public hearing. the projected demands prior to public hearing. 6 IMPACT FEES:Impact fees that will be required for the project at Acknowledged,Thank you time of permitting are attached. The proximity to the airport will be required FAA/BCAD-review and The approval process is under way the FAA,currently approval.CoRtact William Castille,AiFpeFt Planner. ilvith orw awaiting response from FAA. reunty yiatien D paFt...ent leeated-at 2200 nei nc Street,suite ASN'2019-ASO-24597-OE, 101,DaRia o.aeh n 33315 (954)359 6100 ASN:2019-ASO-24598-OE,& 7 ASN:2019-ASO-24599-OE Project Name:OUTBO-000S38616-19 1600 ne 26tn street suite A Wilton monors,florido 33305 (934)4a3-6340 . fox(954)4r3-6443 . vlckorcF:@eortnlink.net . AA 2916 ■ robert vick orcnitect, p.o. Previously addressed be••octaleulated. Sheet co 9 Table(buildiRg aFea) g T„tal of.....,eFag.,identified as 21 533s f 8..,..ide PaFl,in I .,I t; f......rh, ide..wfi,.d i.,c,.,.tegn,c� parking data revised per your comment 59(sterage-}:;!,9900 9118WreerA—!Aggs.f.AeF ieeTe.. 9 1:509s#:)Loading spaces cannot be counted toward required parking.Revise"Stalls Provided"from 36 to 35. PARKIN&Sheet CD n V@FlEi....I,_t��id,...ti f•,.,.Al.aFkiAg Previously addressed 10 needed,only 42 Revise aeeaFdiF;g4y- PARKING.Per Section 265-11O(C)(6)"When a row of parking stalls is We are applying for a varience for the stacking area which immediately adjacent to a driveway,a minimum stacking area of 25' is 17'10". is required between the property line and the entrance to the first stall" Parking for Building 3 provides appFexianately7217'10"setback. 11 Request a variance. A variance request requires submittal of an application,an application fee of$2,000 for each requested variance,and a written j justification statement addressing the variance criteria identified in Sec.625-40 of the City's LDR's.Must be addressed with next submittal.Revise accordingly. RARK'N . B,..c.etien 269 110(Q(2)"Two way direetiens;and-2 lane,- previously addressed 12 FegaFdles5 of paFkiAg angles."Identify dFive aisle width faF Building-3- Previously addressed 13 Feelwifed.LeadiRg spaee must be of,2'v mac'. 14 I Icc.TL PFOposed use t id ,tit d i c,,..tin-A 1-15 An Previously addressed p+GyHde Fninimum hi,ycl pa*i..,.. ,,..t..id-e-Atif•..d i c..,.tien Bike rack located on the North side of Building 3,Note show location moved to interior of building 3 for clarity. 15 on site plan.I see bubbled note but do not see the location of the bike rack on the site plan.Clarify. nnncTnB nnccunNIGAl cnI IRIVIE T-i Must meet. ulatieRs Previously addressed 16 . Industrial Design Standards,per Section 511-30,the following 17 provisions appear to not be in compliance with proposed development,or inadequate information was provided. 17(B) (9)Simple rect-,..,.UlaF h,.,,5414, shall be hibited Previously addressed 17(C) rrl I . blank arfir dat.,d.,.-,Ils shall be, ahibit.d Previously addressed Previously addressed 17(D) of a cgL..;eAt;;Rd dear archit„�t...�l ra�Th ..f flat.t,,,.I OF metal. els fnr the,,.,t,.:,,...,..ur i.. Previously addressed 17(G) 1600 ne 26t4,street sate A wilton morors,flondo 33305 (954)4/3-6340 . fox(954)463.6443 v ckorcil@eorinlink.net . AA 2016 robert•wick architect, p.o. (1)Glass windows and doors must make up at least twenty-five(25) We are applying for an exception for this requirement. percent of the primary elevation and ten(10)percent of the secondary elevation.On ground stories,the minimum required glass fagade area shall be measured between a height of two and onehalf (2.5)feet and eight(8)feet above the abutting grade. Building 2, west elevation provide window percentage.Building 3,west 17(l) !elevation does not meet 10%requirement. Revise accordingly to meet code requirements or request an Exception Request an Exception to waive the requirements of this section.Submit an application along with$500 application fee,and criteria statement addressing the criteria identified in Section 511- 20(B). (j)The ealaratiAA of all buildings shell he nature blending with Previously addressed of th. a(3)rele rl of. 8f The use of"earth 17(J) terse"er light pastel eelers is enGOUFaged.Semi tFaRs.ereet stater h 1"(dings should have eleaFl defined p bl'e and e pleyee Previously addressed ntFa <es rat'.... mbiR-atie.,of ele.,pRts s weh a e Reeesses/pFejeetians e Raised69FAiGed a pets over the 17(L) e Ages a retr a fFa ed by eutdaeF pedestrian featuFes OF nha ed 1..RdscapiRg a Archite L4. .,I details such as the Axe_Fd, Ad meld'.+gs .nd/.. rittie (M)wark area BF stoFage dGers and open bays shall r;et open tewaFd Previously addressed 17(M) eF etheFwise be visible fFeFR any of the de5ignated ffincipal Feads. A minimum distance of eight(8)feet shall be maintained between We are applying for an exception for this requirement. the front of any building,including any walkway immediately adjacent thereto,and the parking area.This space is to be reserved for landscaping,either existing or planned, and is required to have a minimum three(3)foot wide strip for plant material.No such space is required at the sides or rear of the building unless there is an adjoining 17(P) residential use.This requirement is not applicable within the CRA form-based toning districts.Zero feet of landscaping is provided on building frontage.Revise to meeting code requirements or request an Exception.Request an Exception to waive the requirements of this; (section.Submit an application along with$500 application fee,and I (criteria statement addressing the criteria identified in Section 511- 20(B), 18 Must provide latest revised set of plans on disk prior to going to CD is-provided with this submittal. Must hearing, 1600 ne 26th street suite A wiiton manors,flo*ido 33305 (054)463-6340 . fax(954)463=0443 . vckorchQearthlink.net . AA 2910 ■ r-obert vick orchitect, p.o. For the purpose of evaluating flood and roadway conditions and I have tried on several attempts to contact Eleanor mitigation related to the future development project, all topographic i Noreana and have not received a response-voicemail 19 information will include LIDAR spot elevations within 150'of the 7/29,emailed 7/30,voicemail 8/5,emailed on 8/5, subject property boundaries.Speak with Eleanor Noreana at(954) ivoicemail 8/8,email 8/12,voicemail 8/15. 924-6805 X 3645. The applicant is encouraged to contact neighbors adjacent to,as well Acknowledged,Thank you as condominiums and neighborhood associations to advise of this 20 property.Please provide acknowledgement and/or documentation of any public outreach. Applicant must obtain a statement from the City Engineer saying that Traffic Memo was approved by Curt A.Keyser via email on 21 the traffic study/statement submitted by the applicant is complete 08/07/2019,Corinne LaJoie acknowledged on and accepted prior to public hearing. 08/08/2019. Please e-mail resolution and legal description,prepared by an We have engaged with an attorney to assit with this 22 attorney,for development approval in word format to process and will be emailing this document later this week clajoie@daniabeachfl.gov four(4)weeks prior to public hearing. Must provide mailing list and labels for property owners within 450' We have engaged with a consultant to provide these of the development site to Community Development,consistent with labels. 23 regulations identified in the City's Code of Ordinances,Chapter 28,Section 610-30.The labels are needed 30 days prior to public hearing,information must be no older than 60 clays.The City will prepare and mail the notices. Applicant must provide the results of a Municipal Lien Search Municipal lein search has been completed by owner and Request from the Finance Department stating that there are not supporting documentation has been included with this outstanding Code Violations or Liens on the property prior to the submittal. item being scheduled for a public hearing.The statement must be no 24 older than 90 days prior to the public hearing date.Per Section 680- 40,any property with outstanding Code Violations or Liens shall not be schedule for public hearing.The form is available on the City's Web site,cost$100 and takes 5 days to process. Per 0-2017-022,for properties over an acre in size,the applicant We have engaged with a conslutant to complete the sign 25 must obtain and post property signs in accordance with the NEW City posting. requirements.Please see the end of this document for guidelines. Per 0-2017-027&0-2018-019,commercial properties under This information has been added to site plan sheet construction are required to provide security to fencing with referencing both municapal code section and best screening showing project rendering covering at least practices management plan. 75%of the length of the fence along an arterial or state right-of-way, 26 25%along local roads&must include name and intended use of the project,project rendering,project website address,and owner or agent,the telephone number for the owner or agent,and the name and an emergency contact telephone number of the general contractor.when adjacent to ROW.Provide screen detail with next submittal. 27 Must construct sidewalk along SW 22 Avenue.Identify on site plan. We will be applying for a varience for this requirement 2nd time requested. 28 Building 3 appeaFS W have eAtFy gates. identify 19eatien and site ple-F*-1 Previously addressed aAd-f*eyide detail. 29 JPreviously addressed 1600 ne 26th street suite A wilton monors,florido 33305 (954)4a3-6340 . fox(954)463-%443 . v{ckoru4weortHink.net . AA 2916 robert vick architect, p.o. Per Section 275-100(B)"All landscape areas within the vehicular use Notes identifying location of curbing and wheelstops area or abutting landscape areas shall be protected from vehicular added to siteplan.This information is also available on 30 encroachment through appropriate wheel stops or curbs."Identify civil sheets 3/10 with details on civil sheet 6/10. location of such curbing on site plan Curbing must be type"D"or"F".2nd time requested Per Section 22-5 curb cut is limited to 30%of lot frontage on ROW. in order to comply with Section 22-5,we have provided On SW 22 Avenue 30%=58.2';91'proposed.See regulations&city two catch basins and 38 lineal feet of exfiltration trench 31 engineer for mitigation requirements. within the SW 22nd Avenue right of way. In Data Table identify permitted/provided building height.Per Data table has been updated to reflect the max heights Section 20S10 maximum imposed by the City of Dania Beach Zoning Code and the 32 building height allowed is 6-stories/62'.Revise Building Information property restrictions imposed by Broward County. table accordingly. 33 c GtiGR eon SQ(Q :a,.)PFay pedestFia. access,maze style.PFeyide Previously addressed Previously addressed 34 gates with Foiling gates eF move dumpsteF eRGlasHFe baGk. Provide dedication language for review by City Attorney prior to We have engaged with an attorney to assit with this 35 public hearing and process and will be providing this as requested. recordation. Confirm total site area is after ROW dedication. Confirmed,site area after ROW dedication is 68,018 SF/ 36 1.56 Acres,as per data table on on sheet SP-1. NOTE Application fee pays for only 2 reviews of the project.Additional Acknowledged,Thank you review by staff will require additional payment. NOTE Continuous and on-going site inspections will be conducted by staff Acknowledged,Thank you throughout the entire building process. FLOOD PLAN:Finished floor elevations,per Article 220-10(C)All Our finish floors are above all applicable base flood NOTE structures shall be constructed with a lowest FFE of at least 1 foot elevations by at least 12 inches.All proposed finish floor above the 100 year flood elevation. Identify on plans. elevations are clearly indicated on the plans. Prior to submittal of a building permit,please contact the Building Acknowledged,Thank you NOTE Official 954-924-6085 X 3650 to schedule a pre-application meeting. 1600 re 261n street suite A Wi ton r rors,Aorido 33305 (954)463-6340 . fcx(954)463-E4-e-3 . vickorclrt&eortn!_rk.ret . A4 2916 H&LEY ENGINEERING, n,.:. 1680 SE 4th Street Deerfield Beach, FL. 33441 Phone (954) 260-6194 johnjhaley@comcast.net www.haleyeng.corn OUTBOARD DYNAMICS, Dania Beach ,FL August 18, 2019 Project# 18-2489 Flood Plain Storage Compensation Summary This site varies from Elevation 6.0 navd to 10.0 navd in the predevelopment condition.This is a significant grade differential in topography for a property in South Florida. For purposes of establishing a perimeter grade, we performed a Flood Plain Storage Compensation calculation. According to the South Florida Water Management District Volume IV Manual criteria, "No net encroachment into the floodplain, between the average wet season water table and that encompassed by the 100 year event, which will adversely affect the existing rights of others, will be allowed. With regard to runoff storage, this means the volume of useful storage available to the stream shall not be decreased as a result of the proposed development." To begin the analysis, we had to determine if the site was an importer or exporter of storage. 1. The 100 year— 3 day predevelopment runoff volume was calculated to be 1.3 acre feet. 2. For purposes of establishing the 100 year-3 day elevation, we will use the FEMA base flood elevation of 6.0 navd plus 12 inches, 7.0 navd.. The available predevelopment storage at the 100 year flood peak stage for this site is 0.2 acre feet. 3. The difference of the two values is 1.1 acre feet. Since this value is positive, the site is an exporter. Refer to the Undeveloped Figure D-F-1. The west end of the property is the high side so the site exports storage to the east. For a developed project that exports storage, the volume exported in postdevelopment cannot exceed that which would have been exported from the predeveloped site. For Postdevelopment, the 100 year— 3 day runoff volume is calculated to be 1.83 acre feet. We must detain 1.83 acre feet less — 1.1 acre feet = 0.73 acre feet. To store this volume, the postdevelopment minimum perimeter grade will have to beset at elevation 7.75 nav Undeveloped Site R 100-year 3-day R rainfall runoff volume =43 ac-ft VF 100-year flood peak C1.. 7,oA14 p storage volume = 0.2 ac-ft wet season water table Figure D-F-I Developed Site A- 100-year 3-day R rainfall runoff volume _ 1,$3 ac-ft developed grade 6.73- ac-ft �L 7, 7S VAJO detained 100-year 4 7.0 original grade flood peak 6 storage volume =essentially Zero , wet season water table Figure D-F-2 Haley Engineering, Inc. 1680 SE 4th Street Deerfield Beach, FL 33441 954-260-6194 johnjhaley@comcast.net www.haleyeng.com PRE-DEVELOPMENT SURFACE WATER MANAGEMENT CALCULATIONS For Outboard Dynamics—3998 SW 22"d Ave,Dania Beach Date:8-18-19 Job## 18-2489 1) PRE-DEVELOPMENT AREAS Site Area= 1.56 acres Building Area=0.0 acres Pavement Area=0.0 acres Pervious Area= 1.56 acres 2) FLOOD AND RAINFALL CRITERIA 10 Year—1 Day Rainfall= 9.5 inches 25 Year— 1 Day Rainfall= 11.0 inches 100 Year—1 Day Rainfall= 14.0 inches 5 Year—1 Hour Rainfall= 3.2 inches 3) COMPUTE SOIL STORAGE Wet Season Water Elevation=2.0 navd (per Broward County New Water Table Maps) Average Groundwater Elevation=2.0 navd Average Site Elevation = 8.2 navd Depth to Water Table=6.2 ft Assuming 25% compaction,available ground storage is 8.18 inches. Storage available in pervious areas of the site is 1.06 acre feet Converting to site wide moisture storage, S=8.18 inches John J.Hal , Haley Engi ee in nc. FL Reg N .4 02 4) COMPUTE STAGE STORAGE Pervious Areas store linearly from elev.6.0 to elev. 10.0 then vertically. Storage acre feet Stage Lake Dry Pavement Pervious Exfilt Trench Total 2.00 0.0 0.0 0.0 0.0 0.0 0.0 2.50 0.0 0.0 0.0 0.0 0.0 0.0 3.00 0.0 0.0 0.0 0.0 0.0 0.0 3.50 0.0 0.0 0.0 0.0 0.0 0.0 4.00 0.0 0.0 0.0 0.0 0.0 0.0 4.50 0.0 0.0 0.0 0.0 0.0 0.0 5.00 0.0 0.0 0.0 0.0 0.0 0.0 5.50 0.0 0.0 0.0 0.0 0.0 0.0 6.00 0.0 0.0 0.0 0.0 0.0 0.0 6.50 0.0 0.0 0.0 0.05 0.0 0.05 7.00 0.0 0.0 0.0 0.20 0.0 0.20 7.50 0.0 0.0 0.0 0.44 0.0 0.44 8.00 0.0 0.0 0.0 0.78 0.0 0.78 8.50 0.0 0.0 0.0 1.22 0.0 1.22 9.00 0.0 0.0 0.0 1.76 0.0 1.76 9.50 0.0 0.0 0.0 2.39 0.0 2.39 10.00 0.0 0.0 0.0 3.12 0.0 3.12 10.50 0.0 10.0 0.0 3.90 0.0 3.90 5)DESIGN STORM : 25 YEAR-3 DAY-NO DISCHARGE ELEVATION 25 Year-3 Day Storm= 13.00 inches Runoff= 6.61 inches Volume of Runoff= 0.86 acre feet Corresponding stage is between 8.0 and 8.5 NAVD. Interpolating gives an elevation of 8.1 NAVD. 6) 100 YEAR-3 DAY STORM-NO DISCHARGE ELEVATION 100 Year-3 Day Storm = 17 inches Runoff= 10.02 inches Volume of Runoff= 1.30 acre feet Corresponding stage is between 8.5 NAVD and 9.0 NAVD. Interpolating gives an elevation of 8.6 NAVD. 1 7)' 10 YEAR—1 DAY STORM—NO DISCHARGE ELEVATION 10 Year—1 Day Storm = 9.5 inches Runoff=3.86 inches Volume of Runoff= 0.50 acre feet Corresponding stage is between 7.5 NAVD and 8.0 NAVD. i Interpolating gives an elevation of 7.6 NAVD. Haley Engineering, Inc. 1680 SE 4th Street Deerfield Beach, FL 33441 954-260-6194 johnjhaley@comcast.net www.haleyeng.com SURFACE WATER MANAGEMENT CALCULATIONS revised For Outboard Dynamics—3998 SW 22°d Ave,Dania Beach Date:8-18-19 Job#18-2489 1) POST-DEVELOPMENT AREAS Site Area= 1.56 acres Building Area=0.49 acres Pavement Area=0.55 acres Pervious Area=0.52 acres Dry Retention Area=0.014+0.023=0.037 2) FLOOD AND RAINFALL CRITERIA 10 Year—1 Day Rainfall= 9.5 inches 25 Year—1 Day Rainfall = 11.0 inches 100 Year—1 Day Rainfall=14.0 inches 5 Year—1 Hour Rainfall= 3.2 inches 3) COMPUTE SOIL STORAGE Wet Season Water Elevation=2.0 navd (per Broward County New Water Table Maps) Average Groundwater Elevation=2.0 navd Average Site Elevation= 7.25 navd Depth to Water Table=5.25 ft Assuming 25% compaction,available ground storage is 8.18 inches. Storage available in pervious areas of the site is 0.354 acre feet Converting to site wide moisture storage, S=2.73 inches 118 8 John J. Hal y P Haley Engi ri ,Inc. FL Reg N . 00 4) COMPUTE STAGE STORAGE Pavement Areas store linearly from elev. 7.0 to elev. 9.5 then vertically. Pervious Areas store linearly from elev.5.0 to elev. 8.5 then vertically. Exfiltration Trench stores from elev.2.0 to elev. 7.0 . Storage acre feet Stage Lake Dry Pavement Pervious Exfilt Trench Total 2.00 0.0 0.0 0.0 0.0 0.0 0.0 2.50 0.0 0.0 0.0 0.0 0.027 0.027 3.00 0.0 0.0 0.0 0.0 0.055 0.055 3.50 0.0 0.0 0.0 0.0 0.082 0.082 4.00 0.0 0.0 0.0 0.0 0.109 0.109 j 4.50 0.0 0.0 0.0 0.0 0.136 0.136 5.00 0.0 0.0 0.0 0.0 0.164 0.164 5.50 0.0 0.007 0.0 0.02 0.191 0.218 6.00 0.0 0.014 0.0 0.07 0.218 0.302 6.50 0.0 0.033 0.0 0.15 0.246 0.429 7.00 0.0 0.051 0.0 0.27 0.273 0.594 7.50 0.0 0.070 0.03 0.43 0.273 0.662 8.00 0.0 0.088 0.11 0.62 0.273 0.803 8.50 0.0 0.107 0.25 0.84 0.273 1.470 9.00 0.0 0.125 0.44 1.08 0.273 1.918 9.50 1 0.0 10.144 0.69 1.32 0.273 2.427 10.00 1 0.0 1 0.162 0.97 1.56 0.273 2.965 10.50 10.0 10.181 1 1.24 1.80 10.273 13.494 5) FLOOD STAGE CRITERIA 10 Year-24 Hour Storm=9.5 inches -No Discharge Runoff= 6.86 inches r Volume of Runoff=0.89 acre feet Corresponding stage is between 8.0 and 8.5 NAVD Interpolating gives an elevation of 8.0 NAVD. 6) DESIGN STORM : 25 YEAR-3 DAY-NO DISCHARGE ELEVATION 25 Year-3 Day Storm = 13.00 inches Runoff= 10.21 inches Volume of Runoff= 1.32 acre feet Corresponding stage is between 8.0 and 8.5 NAVD. Interpolating gives an elevation of 8.4 NAVD. 7) WATER QUALITY—DETENTION REQUIREMENTS a.) Based on the first inch of runoff Site Area = 1.56 acres Required Detention=0.13 acre feet b.) Based on 2.5 inches times percent impervious Site Area = 1.07 acres Impervious Area=0.55 acres (Site Area less Pervious) Percent Impervious= 51.5 % Required Detention=0.167 acre feet Therefore, the Required Detention is 0.167 acre feet. Less Detention Volume Treated in the Exfiltration Trench =0 acft The water quality detention volume is adequately stored within the onsite exfiltration trench. 8) EXFILTRATION TRENCH CALCULATIONS Detention Volume handled in exfiltration trench.................0.273 acre feet TrenchWidth..............................................................................6 feet Trench Height.............................................................................5 feet Topof Baffle Elevation................................................................7.5 NAVD PerforatedPipe Diameter.............................................................18 inches Trench Bottom Elevation............................................................2.0 NAVD Hydraulic Conductivity (K Value).......................................9.7E-05 cfs/sq.ft. Depth to Water Table.....................................................................5.5 feet Non-Saturated Trench Depth........................................................5 feet SaturatedTrench Depth.................................................................0.0 feet Length of Exfiltration Required for Detention Volume Indicated.......317.0 feet Total Trench Length Provided................................................................317.0 feet 9) 100 YEAR—3 DAY STORM—NO DISCHARGE ELEVATION 100 Year—3 Day Storm = 17 inches G Runoff= 14.12 inches Volume of Runoff= 1.83 acre feet Corresponding stage is between 8.5 NAVD and 9.0 NAVD. Interpolating gives an elevation of 8.9 NAVD. ede.l'1I Phone:954-784,2941 E-Fax: 954-784 78 5 7- ngineedn admin@fed-eng.com . . www.fed-eng.com. . ®LUest ng, Inc. .. Usual Open Hole Test Date:. Friday,March 22,2019 Job Order Number, 19SB168 Dr.Stuart G.Moraitis 1101 E.Broward Blvd. Fort Lauderdale,FL 33301 . Attn::. John Beach RE: Proposed Geotechnical Services' ,ProposedWarehouses&Offices 3998.SW 22nd Avenue Fort Lauderdale,FL 33312 Results of Test Tested by: MM Reported to: Client Diameter of Hole: 8" . Depth of Hole: 10' Tested Location: See Attached Site Sketch EX-1 Subsurface Investigation Elapsed Time in' Depth Below Gallons/Minutes. Soil Description Minutes Ground:Surface.. 3.6 1 0. -6" Topsoil&Vegetation 3:7 .2 6" _5' Light Brown Sand with Rock 3.5 3 5' 10' Limerock 3.5 . . 4 3.4 5 . 3.4 10 Water Table Elevation: 73" Below existing ground Surface Hydraulic Conductivity: K= 7.63x10-5 CFS/F e-FT.HEAD The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Tested By: SJ . Checked By: KL _ . MIAM DE FDOT-i Approved Laboratory y Phorie:.954-784=2941. Ue e al _ E=Fax:,954-784-7875 fd n ineer�n a -en .Com . . . �:. . . ww eed-eng com.. . ad I� eSUnM Inc. W orJ Usual Open Hole Test Dater Friday,March 2-2,2019 : Job OrderNumbec 19SB168 Dr.Stuart G.Moraitis' 1101 E:Broward Blvd: Fort Lauderdale,FL 33301 Attn. John Beach RE: Proposed Geotechnical Services Proposed Warehouses&Offices 3998 SW 22nd Avenue Fort Lauderdale,FL 33312 Results of Test, Tested by: MM Reported to: Client Diameter of Hole: 8" Depth of Hole: 10' Tested Location: See Attached Site Sketch EX-2 Subsurface Investigation Elapsed'Time in Depth Below Gallons/-Minutes � - Soil Description i M><nutes Ground:Surface .4.1 1 O" 6". Topsoil&Vegetation . 3:9' 2 61Y-4' Brown Sand 3.9 3 4'-101 Light Brown Sand with Rock 3.8 4 3.7 5 .3.7. 1G. Water Table Elevation: 5'5" BelpW existing.ground Surface Hydraulic Conductivity: K= MUM-' CFS/FT2 -FT.HEAD The above hydraulic conductivity represents an ultimate value.The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Tested By: Si . Checked By: KL WatOckOrk P . � E MIAMIDADE; FD1 isrrtomnx.,r�s. Mw.u�...,-' - .. - Appiovtd Labbrplary 00 00 4 CC L'ocation Off f n i �Iil1 yt>i a� y'� .,>�y � . •revil �/.0 • it �'� p t'i 5 � yt'j.3i s 46 �; .�.;• rr may} d. Federal Enoi neering. Testing.I.ne. 3370 NE 5th Avenupi Oakland Park, FL 33334,(954) 784-72941 Client: Dr. Stuart G.Moraitis Project: Proposed,Warehouses&Offices Test: Subsoil luvestigation Project Address: 3998 SW 22nd A�enue, - (site map is not to scale) Fort Lauderdale,FL 33312 Angineerin,9 ederal rQo 0 w r k... R a Soil Boring Location Map. Federal Engineering & Tesfing im 3370 NE.Sth Avenue;-Oakland Park, FL 33334 (954) 784-2941 Client: Dr.Stuart G.Moraitis Project: Proposed Warehouses&Offices Test: Subsoil Investigation Project Address: 3998.SW 22nd Avenue (site nzap is not to scale) Fort Lauderdale,FL 33312 ECEIVE City of Dania Beach juN 2 g 2019 100 W Dania Beach Blvd Dania Beach, FL 33004 954.924-6800 x3401 FAX: 954-922-5619 �- - DANIA BEACH Municipal Lien Search Request SEA IT LIVE 1I.LOVE IT $100.00 Fee per Lien Search, Processing Time 5 Business Days ALL REQUESTS MUST BE ACCOMPANIED BY A CHECK WITH THE APPROPRIATE FEE FOR EACH INDIVIDUAL TAX FOLIO NUMBER. COMPLETED REQUESTS WILL BE RETURNED VIA FAX OR E-MAIL.PLEASE SEND A SELF ADDRESSED STAMPED ENVELOPE IF YOU WISH TO RECEIVE THE ORIGINAL COPY OF A SEARCH. UPDATES CAN BE PROVIDED BY FAX OR E-MAIL IF REQUESTED AT LEAST 24 HOURS BEFORE CLOSING. PLEASE PROVIDE THE FOLLOWING INFORMATION: nn DATE REQUESTED: Tl✓1e, ) 7 ZION FROM: !/Glt'liln L2'GI� �cr��tIS ,L1 G PHONE: ('SOS) q 300 FAX: r II EMAIL: PROPERTY FOLIO M S0 I Z - z 5 25- �210 PROPERTY ADDRESS: 6 01 - t1 I,ttfl;A V " Ot 14, El 3 00LI SELLER'S NAME: CITY OF DANIA BEACH WILL COMPLETE THE FOLLOWING INFORMATION: UTILITY ACCOUNT INFORMATION: ❑ THIS PROPERTY IS NOT SERVICED BY CITY OF DANIA BEACH WATER UTILITY.THE PROPERTY MAY BE SERVICED BY BROWARD COUNTY,THE CITY OF FORT LAUDERDALE OR THE CITY OF HOLLYWOOD. ❑ THIS PROPERTY IS SERVICED BY A MASTER WATER METER.PLEASE CONTACT THE ASSOCIATION FOR ADDITIONAL INFORMATION. ACCT.#: -()(),3 AMOUNT DUE: $ DEPOSIT: $ q(po, IqO- ACCOUNT CURRENT(YXNO ACCT.#: r-�pgbUj_ 0na AMOUNT DUE: $y�qjp. DEPOSIT: $ ACCOUNT CURRENT( YON ACCT.#: 50$SDy-<)OE-> AMOUNT DUE: $ DEPOSIT: $ m ACCOUNT CURRENT(YXN Q ADDITIONAL INFORMATION: OTHER BALANCES/ACCOUNTS DUE: ❑ CODE VIOLATION:CASE# CONTACT CODE ENFORCEMENT @ 954.924-6810 OPEN BUILDING PERMITS MAY EXI T ON THIS PROPERTY.CONTACT BUILDING&ZONING @ 954.924-6805 or 954-924-6800 x3633 ❑ A BUSINESS TAX RECEIPT MAY BE REQUIRED FOR THIS PROPERTY.CONTACT THE BUSINESS TAX DIV.954-924-6800 x340�1 ❑ OTHER AMOUNTS DUE/PENDING. PROPERTY AS REFERENCED IS CLEAR OF LIENS PLACED BY THE CITY OF DANIA BEACH: (+Q ❑ PLEASE SEE ATTACHED LIEN CALCULATION(S) SPECIAL ASSESSMENTS ARE ON TAX BILLS FROM THE COUNTY. DISCLAIMER OF LIABILITY:THE PERFORMANCE OF THE LIEN SEARCH BY THE CITY OF DANIA BEACH WILL NOT RELIEVE THE REQUESTING PARTY FROM THE RESPONSIBILITY OF SEARCHING THE PUBLIC RECORDS OF BROWARD COUNTY,FOR ANY AND ALL LIENS OR OTHER DOCUMENTS RECORDED BY THE CITY OF DANIA BEACH AGAINST THE PROPERTY AND/OR PROPERTY OWNER THE FOREGOING INFORMATION IS BELIEVED TO BE RELIABLE,BUT IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS BY THE CITY OF DANIA BEACH IN NO EVENT SHALL THE CITY OF DANIA BEACH BE LIABLE FOR ANY DIRECT,INDIRECT.INCIDENTAL.CONSEQUENTIAL,SPECIAL OR EXEMPLARY DAMAGES,OF ANY KIND OF NATURE WHATSOEVER,ARISING OUT OF.OR IN CONNECTION WITH THE PROVISION OF THIS INFORMATION THIS INFORMATION IS SUBJECT TO CHANGE WITHOUT NOTICE. PREPARED BY: ej-? lc Y--Y tnu'r DATE: Lien Search Form.FDT Revised 3.5-15 MAILED ❑ FAXED ❑ MAILED B AR[� ° �..4M1 COUNTY AVIATION DEPARTMENT-Fort Lauderdale-Hollywood International Airport 2200 SW 451"Street,Suite 101 •Dania Beach,Florida 33312.954-359-6100 June 4, 2019 Marc LaFerrier,AICP Planning Director City of Dania Beach 100 West Dania Beach Blvd Dania Beach, FL 33004 RE: Outboard Dynamics LLC 3998 SW 22 Avenue, Dania Beach, FL Broward County Aviation Department(BCAD) Conditional Approval Letter Dear Mr. LaFertier: The Broward County Aviation Department (BCAD) has reviewed the proposed Outboard Dynamics LLC site plan located west of Fort Lauderdale-Hollywood International Airport (FLL). Since the proposed project is within 20,000 feet of FILL, its development and operation is subject to Federal Aviation Regulation (FAR) Part 77, Florida Statutes Chapter 333 and/or the Broward County Airport Zoning Ordinance. These standards seek to ensure that any proposed construction, use of high lift equipment, such as cranes, or other potential hazards will not negatively impact the safe and efficient use of the airport and surrounding airspace. Taking into consideration the proximity of this project to FILL, BCAD is providing the following comments regarding the proposed development: • Based on the location of the proposed project, FAR Part 77, Subpart B and Section 5-182(n)(2) of the Broward County Land Development Code, require the applicant to obtain a "Determination of No Hazard to Air Navigation" from the Federal Aviation Administration (FAA). The receipt of a favorable determination is required for all critical building points and temporary construction cranes and must be received prior to any construction activity. If you have not already done so, please use the following web address to initiate the Federal Review(FAA 7460-1)process: https://oeaaa.faa.gov/oeaaa/external/portal.isi) • Unless submitted to BCAD for additional review, no building,structure or vegetation on the site may exceed a maximum height of 35 feet JAMS!) as reflected on Site Plan Sheet SP-1 and the GPS LAT/LON For Proposed Structures(Job#18-1491/ Address: 3998 SW 22nd Avenue, Dania Beach, FL). Broward C.oupty,,Bdar'd pf County Commissioners Mark D,Bogen-Lamar P Fisher-Beam Furr,Steve Geller,Date VA Holnes4•Nan H.Rich•Tim Ryan-Barbara Sharief•Michael Udine uWvw.broward.o(g/www'.fll:net Page 2 of 2 • The proposed development must not generate light, glare, smoke or other emissions that could be disorienting to pilots operating in the vicinity of the airfield. Adherence to these conditions is required for BCAD approval of the proposed Outboard Dynamics LLC site plan and it is based on the following documents submitted by the applicant: o Architecture and Site Plan 10-page set by Robert Vick Architect, P.A. (submitted to BCAD on April 26, 2019) o GPS LAT/LON For Proposed Structures (Job #18-1491 / Address: 3998 SW 22"d Avenue, Dania Beach, FL), submitted to BCAD on May 16,2019 o. Declaration of-Covenants, Restrictions, and Easements(dated 5epternber 13,2018) . If the proposed plans are revised substantially from those submitted for this review, BCAD requests that the revised development plans be submitted for an additional review. Please do not hesitate to contact me if you have questions or require additional information at 954.359.2291 Sincerely, �• jWilliam Castillo BCAD Aviation Planning Manager cc: John@Vickarch.com Michael P. Pacitto, P.G., Director Planning and Environmental i ENGINEERING, INC. May 1, 2019 Mr. John Beach Robert Vick Architect, P.A. 1600 NE 26th Street, Suite A Wilton Manors, Florida 33005 Re: Outboard Dynamics - Dania Beach, Florida -Traffic Statement Dear John: Traf Tech Engineering, Inc. is pleased to provide you with the results of the trip generation analysis in connection with the proposed warehouse development (Outboard Dynamics) planned to be located at 3998 SW 22nd Avenue in the City of Dania Beach. The following is a summary of summary. For purposes of this evaluation, the following uses and intensities were used: o Building 1 = 3,880 square feet o Building 2 = 4,000 square feet o Building 3 = 13,500 square feet Total area 21,380 square feet According to ITE's Trip Generation Manual (10rh Edition), the trip generation equations used for the proposed land use are: WAREHOUSE (ITE Land Use 150) Daily Trips T = 1.74 (X) Where T = average daily vehicle trips and X = 1,000 square feet of GFA AM Peak Hour Trips T = 0.17 (X) (77% inbound and 23% outbound) Where T = AM peak hour vehicle trips and X = 1,000 square feet of GFA PM Peak Hour Trips T = 0.19 (X) (27% inbound and 73% outbound) Where T = PM peak hour vehicle trips and X = 1,000 square feet of GFA 8400 N. University Drive, Suite 3o9,Tamarac, FL 33321 T. 954-582-0988 F: 954-582-0989 7WAF7E`a1 ENGINEERING, INC. Using the above-listed trip generation equations from the ITE document, a trip generation analysis was undertaken for the proposed development. The results of this effort are documented in Table 1 below. TABLE 1 Trip Generation Summary Outboard Dynamics Number of Trips Land Use Size Daily AM Peak PM Peak Warehouse 21,380 sf 37 4 3 in / 1 out 4 1 in / 3 out Source: ITE Trip Generation Manual (1 Oth Edition) As indicated it Table 1, the proposed warehouse development is anticipated to generate approximately 37 new daily trips, approximately 4 new AM peak hour trips (3 inbound and 1 outbound) and approximately 4 new PM peak hour trips (1 inbound and 3 outbound). Based on the above analysis, the proposed pr ject should not be required to prepare a detailed traffic study due to the low n ber of peak-hour trips. PI se call me if you ha any questions. TR F TECH ENGINEE IN INC. e7 j oa uin E. Vargas, P.E. en r Transportation Eng eer E. s � No i , AT F "iCORID��r�� 2 Instr# 115344445 , Pagc. . of 56, Recorded 09/25/2018 a 04 :11 PM Browa>:d County Commission A Prepared by and Return to: �barlos Rodriguez-Cabarrocas Assistant County Attorney MAY 0 2 2019 c/o Aviation Department 2200 SW 451h Street,Suite 101 a .Dania Beach,Florida 33312 .954-359-6100 DECLARATION OF COVENANTS,RESTRICTIONS,AND EASEMENTS THIS DECLARATION OF COVENANTS, RESTRICTIONS,AND EASEMENTS ("Declaration") is made this _�3 day of 2018, by BROWARD COUNTY, a political subdivision of the State of Florida ("County"), its successors and assigns, whose mailing address is 115 South Andrews Avenue, Suite 409, Fort Lauderdale, Florida 33301. RFCITALS: WHEREAS,the County is the fee title owner of the real property.located.in Broward County, Florida, as legally described on Exhibit 1, attached hereto and made a part hereof("Property"),and WHEREAS, the County owns and operates Fort Lauderdale-Hollywood International Airport("Airport"),which.is in the proximity of the Property; and WHEREAS, the Property was acquired by the County to ensure that the future uses to which the Property is put are compatible with the operations of the Airport;and WHEREAS, the Property was purchased by the County using grant funds received from the Federal Aviation Administration ("FAA") and the Florida Department of Transportation ("FDOT") for the benefit.of the Airport;and WHEREAS, the FAA requires the County to protect the aerial approaches to the Airport, to prevent the establishment or creation of airport hazards, and to ensure that the future uses to which the Property is put are compatible with the operations of the Airport; and WHEREAS, a condition of such funding is that the property shall not be used for residential purposes or other purposes that are incompatible with the operations of the Airport; and WHEREAS, the County intends and declares that the Property is, and shall be, held, owned, transferred, sold, conveyed, leased, mortgaged, used, maintained, and improved subject to the covenants, restrictions, easements,and other requirements, as hereinafter set forth; and JJ SCAR Parcels NoA 126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio ND:5042 29-01-00W&5042-29-114046170 Page 1 of56 instr# 115344445 , Pages J of 56 3.2 The Property shall be used solely for nonresidential purposes. The Property may not be used for any residential purpose whatsoever, and such prohibition shall include, but not be limited to, single family housing, multifamily housing, trailer parks, nursing homes, congregate living facilities, apartment units, hotels, motels, and all other residential uses. In addition, the Property may not be used for schools, hospitals, day care centers,or places of worship or public assembly. 3.3 The height of all improvements, structures, objects of natural growth, and other obstructions on the Property shall be restricted to a height that is less than the lower of, (i) the height above ground level indicated on the legal description for each Airspace Parcel included in Exhibit 2, attached hereto and made a part hereof, or (ii) the aeronautical surfaces of the Airport as now established,and as may from time to time hereafter be established, by the FAA or any governmental agency that is a successor to the authority of the FAA, including, but not limited to, Federal Aviation Regulation Part 77. 3.4 The Property Owner shall prevent any use of the Property that would interfere with or adversely affect the operation of navigational aids as now in existence or as hereafter may be in existence (including, without limitation, runway instrumentation, radar, and communication aids), that would interfere with the maintenance of the Airport,or that would constitute a hazard to the landing and taking off of aircraft at the Airport. 3.5 Any use of the Property that would attract birds or animals (including, without limitation, recycling centers, yard fills, refuse dumps, or refuse storage)is prohibited. 3.6 The Property shall not be used in any manner that would not be permitted under, or constitute a violation of, any airport zoning ordinance of the County. Furthermore, the Property shall not be used in any manner that would constitute a violation of: (i) any zoning that is applicable to the Property, including,without limitation, height limitations;or(ii)any provision of Chapter 333,Florida Statutes;or(iii)any rules or regulations promulgated pursuant to Chapter 333, Florida Statutes; or (iv) any rules or regulations now in effect or hereafter promulgated that may be imposed by the PAA(or any successor agency) or FDOT (or any successor agency) designating any limitation on the uses of property located in the vicinity of an airport; or (v)any provision of this Declaration. 3.7 Lighting shall be installed at the Property in accordance with FAA Advisory Circular 70-7460-1L. and amendments thereto, on all structures that fall within the provisions of said circular. This lighting may include flashing red beacons,steady burning red obstruction lights,or high-intensity obstruction lights. BCAD Parcels No.1126.1127,1128.1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-0040f70 Page 3 of 56 { Instr# 115344445 Pages 3 of 56 3 1 1 i 3.10.3 Each Property Owner, by accepting a deed for conveyance of the Property or any portion thereof or otherwise acquiring any interest in the Property or any portion thereof, agrees, on behalf of such Property Owner and such Property Owner's heirs, personal representatives,successors in interest, and assigns,as part of the consideration thereof, that: (I) no person on the grounds of race, color, or national origin shall be excluded- from participation in, denied the benefits of, or be otherwise subjected to discrimination I in the use of said facilities, (ii) that 'in the construction of any improvements on, over, or under such land and the furnishing of services thereon, no person on the grounds of race, color, or national origin shall be excluded from participation in, denied the benefits of,or otherwise be subjected to discrimination,and(III)that the Property Owner shall use the premises in compliance with all other requirements imposed by or pursuant to 49 CFR Part 21, Nondiscrimination in Federally Assisted Programs of the Department of Transportation, and as said regulations may be amended. 4. Easements. The County is hereby granted,for itself,its successors,and assigns, for its use and benefit as owner and operator of the Airport, the following permanent, perpetual, and assignable easements over, across, and within the Property and the "Airspace Parcels" (which are legally described in Exhibit 2, attached hereto and made a part hereof), for the uses hereinafter described, together with all tenements, hereditaments, privileges, rights-of-reverter, servitudes,and other rights appurtenant to such easements,and all right,title,and interest in and to any and all streets, roads,highways,easements,drainage rights, rights-of-way, covenants, restrictions, agreements, and riparian rights benefiting the easements hereinafter identified,to have and to hold said easements unto the County, its successors, and assigns, until the Airport shall cease to be used for airport purposes by the County. The parties hereby grant,covenant,and agree as an appurtenance to the foregoing easements,as follows: 4.1 That said easements shall have the purpose of prohibiting intrusions into, encroachments upon, and obstructions within the Airspace Parcels by any building or other structure, by any tree or other vegetation, and by any object, whether natural or artificial, that might now, or in the future, be situated upon the Property, said easements including a continuing and perpetual right in the County to enter upon and pass over the Property for the purpose of removing and to remove any and all encroachments upon, and obstructions within, said Airspace Parcels, whether by structures, vegetation or other object, natural or artificial,that exist,or may in the future exist, in or upon said Property, including with respect to trees or other vegetation that do or may encroach upon, intrude into, or obstruct said Airspace Parcels,the absolute right to cut down to ground level and remove root systems beneath the ground of any such tree or other vegetation, and BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:5042-29-01.-0050&5042-29-11-0040M Page 5 of 66 Instrtl 115344445 , Page / of 56 mentioned easements for the period of time when both tracts are owned by the County. 5. The covenants, restrictions,easements,servitudes, rights, and privileges granted, made, and conveyed in this Declaration shall run with the land (collectively "covenants, restrictions, and easements"). For the purposes of this instrument, the Property and all portions thereof shall be the servient tenement and the Airport shall be the dominant tenement. These covenants, restrictions, and easements shall be binding on all persons and entities acquiring title to or.use of the Property, or any portion thereof, or any interest whatsoever therein, and all persons and entities claiming under them, including, without Iimitation, their heirs, personal representatives, successors,and assigns, until that date which occurs ninety-nine (99) years following the date of execution of this Declaration by the Broward County Board of County Commissioners("Termination Date"). On the Termination Date, these covenants, restrictions, and easements shall automatically renew for successive twenty (20) year periods unless the County shall have ceased to operate the Airport as a public airport. 6. The County is the beneficiary of these covenants, restrictions,and easements,and as such,the County may enforce these covenants,restrictions,and easements by action at law or in equity, including, without limitation, a decree of specific performance or mandatory or prohibitory injunction,against any person or persons, entity or entities, violating or attempting to violate the terms of these covenants, restrictions, and easements. If a Property Owner fails to abide by the covenants, restrictions, and easements contained herein after written notice by the County, such Property Owner shall be liable for the reasonable attorneys'fees and costs of the County in enforcing the covenants, restrictions, and easements contained herein. 7. A failure of the County to enforce any of these covenants, restrictions, and easements shall not be deemed a waiver of the right to do so thereafter. No waiver, modification, or termination of this instrument shall be effective unless contained in a written document executed in the manner required by Paragraph 8. Any waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. If any covenant, restriction,easement, condition,or provision contained in this document is held to be invalid by any court of competent jurisdiction,such invalidity shall not affect the validity of any other covenant, restriction,easement, condition,or provision herein contained,all of which shall remain in full force and effect. This document shall be construed in accordance with the laws of Florida and venue shall be Broward County, Florida. 8. If a Property Owner desires to use the Property or any portion thereof, for any use other than those permitted hereby, or desires to modify or terminate any of these covenants,restrictions, and easements, such Property Owner shall be required to do the following: any such Property Owner must apply to the County for an BCAD Parcels No.1126.1127,1128.1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29.11-0040170 Page 7 of 56 Instr# 115344445 , Page J of 56 DECLARATION OF COVENANTS, RESTRICTIONS,.AND EASEMENTS 1N WITNESS WHEREOF, BROWARD COUNTY has made and executed this Declaration of Covenants,Restrictions,and Easements through its HOARD OF COUNTY COMMISSIONERS, signing by and through its Mayor or Vice-Mayor, authorized to execute same by Board action on the 18th day of October, 2016. COUNTY ATTEST: BROWARD COUNTY,by and through its Board of County Commissioners < � �'14Z Br ward County Administrate a Bv s-�---- Ex of dio Clerk of the Broward County Board of County Commissioners JJ Mayor l�day of� --� 2018 S � Approved as to form by '4"ZI A , i •` Andrew J. Meyers 0 Broward County Attorney CREATED m:� Aviation Office O OCT 1st o = 2200 SW 451"Street, Suite 101 1915 oar � ' Dania Beach, Florida 33312 Telephone: (954)359-6100 Telecopier_ (954)359-1292 By (Date) Ass nt Cou ttorney B AWxa re`rj.Williams (Date) ssist nt County Attorney CRC/ch Declaration of Restrictive Covenants 09/01/16 #15.071-28 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5442-29.01.0050&$042-29.11-0040170 Page 9 of 56 Instr# 115344445 , Page-- it of 56 5�71cf R&ASSOCIATES!INC. URVEYORS-MAPPERS 4341 S.W. 62nd Avenue RV E Ucensed Survey Tel. (954) 585-0997 Dovie, Florida 33314 A9aPZ9Busines.No,603 Fox (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1126 LYING BELOW ELEVATION 30.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTS/DE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 30.6 FEET(NAVD 88),SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE NORTH ONE-HALF OF LOT B.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF SROWARD COUNTY,FLORIDA:LESS AND EXCEPT A PORTION THEREFROM,AS DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF SECTION 29,TOWNSHIP 50 SOUTH, RANGE 42 EAST:THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 01'26'01'WEST 1122.33 FEET:THENCE SOUTH 88'35'45"WEST 35.00 FEET TO THE NORTHEAST CORNER OF SAID LOT B AND THE POINT OF BEGINNING;THENCE ALONG THE NORTH LINE OF SAID LOT SOUTH 88'35'45"WEST 30.84 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2251.83 FEET;THENCE FROM A TANGENT BEARING OF SOUTH 10°07"17'EAST RUN SOUTHEASTERLY ALONG SAID CURVE 97.82 FEET THROUGH A CENTRAL ANGLE OF 02'2920'TO THE END OF SAID CURVE;THENCE NORTH 88'36'41"EAST 18.17 FEET TO THE EAST LINE OF SAID LOT B;THENCE ALONG SAID EAST LINE NORTH 01'26'01"WEST 96.98 FEET TO THE-POINT OF BEGINNING. TOGETHER WITH ALL RIGHT,TITLE,INTEREST,CLAIM OR DEMAND,IF ANY,IN AND TO ANY ADJACENT PUBLIC OR PRIVATE ROAD OR ALLEY RIGHT OF WAY OR VACATED RIGHTS OF WAY. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: Lp THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN FEREON IS ACCURATEANO CORRECTTO THE BESTOFMY XMW&EDOEAtm BELIEF. SEAL E/Y A I DATE: Sep 15, 2014 NOT VALID UNLESSDATE Q 1 I REVISED PER echo COMMENTS Oa/03 14 DRL RICHARD G. CRAWFORD Jr. SEALED HERE WITH al AN EMBOSSED o PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYORS SEA. x LS ;�veniALMiOWNHERraw[37RK—P—FtmxyroV STONErta ASSOCLATEE INC.AND SHALL NOT BE REPRODUCEO IN WHOLE ORW DATE OF SKETCH: DRAWN BY CHECXEO BY FIELD B130K CPARt OPYRVATHIG OUTPERNISS1oNOF STONER bAS50CUTES,INC. 07omtf /08/14 DRL JDS N/A SHEET 1 OF3 x�`' BCAD Parcels No.1126,1127,1128.1128.1&1129-Surplus Parcel 44-Folo No:6042-29-01-0050&5042-29-11-0040170 Page 11 of 56 Instr# 115344445 , Page �3 of 56 .STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. FWde Licensed Survey Davie, Florida 33314 andMaPpfngBrsfnessNo.6833 Fax (954) 589-3927 SURVEYORS NOTES PARCEL NO. 1126 LYING BELOW ELEVATION 30.6 FEET,N.A,V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTffLED"FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS"AND IS DATED JANUARY 22.314,STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY, 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERALAVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY, 3, THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP.RIGHTS-OF-NAY. EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA A. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88j 5. THE BEARINGS SHOWN HEREON ARE RELATIVE TO GRID NORTH,FLORIDA STATE PLANE COORDINATES (EAST ZONE) 6. MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7_ THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY), 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH NO. Fit:F.\Dm\!w\14-$C5I-Danio Intei%d Faft o\m uaa_nzs. SHEET 3 OF 3 1 14-8061_PAR-1126 BCAD Paroels NoA 126,1127,1128,1128.1&1129-Surplus Paroal#4-Folo No:5042-29-01-0050&5042-29-11-0D40/70 Page 13 of 66 instr# 115344445 Pages 15 of 56 TONER&ASSOCIATES,INC. SURVEYORS-MAPPERS 4341 S.W, 62nd AVE. Fla da Lroensed Survey Tel. (954) 585-0997 Dovie, Florida 33314 and Mapping Buslnsss No.8839 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1126 LYING ABOVE ELEVATION 30.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORID t P.O.B. LOT A S,88°35'305�• N.E.CORNER LOT 8 ——— ——————N.88°35'45"E. 184.16' — —' — S.88'35'46'W. 35.09 ———1 ( Q m PARCEL No. 1126 ? j ui N. 1/2 LOT$ t'oo La o 6 RAVENSWOOD HEIGHTS N � a N (P.B.31,PG.6,B-C.R.) Q o Z Q W O MI N I N U) 0 � vpg I I LU NI N ` N.88°3645"E. 196.83' of N N.88°36'45"E.(C) LIJ c U i I N.88°36'41 D 18. ' z > J m S. 1/2 LOT B ° ( RAVENSWOOD HEIGHTS Ld 4 w (P.B.31.PG.6,B.C.R.) w I � I I 35.00' I $.LINE, LOTS — — LEGEND; P.B................PLAT BOOK P.O.C. PG.. .............. PAGE S.E.CORNER B.C.R.............. BROWARD COUNTY RECORDS N.E.114,SEC.295042 (P) .............PER PLAT — — — CL..................CENTERLINE P.O.0..............POINT COMMENCEMENT P.O.8..............POINT OF BEGINNING CA= ............. CENTRAL ANGLE R= .............RADIUS .._ARC DISTANCE SCALE:1"=40' TB= . ............TANGENT BEARING SEC. .............SECTION �_ . ........... BREAK IN SCALE o m ao .a e GRAPHICSCALE SKETCH No. IAE:F:\Orov Hl7i\I4-0061-Dae1a Ntvlxd FwWs\01-Vm%bps\PARUL1126.d°y 1 SHEET 2 OF 3 14-8061_PAR•1126 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-28-01-0050&5042-29-11-004onO Page 15 of 56 InstrN 115344445 , PagE 17 of 56 t i I i i i i STONER&ASSOCIATES,INC. E 4341 S.W. 62nd Avenue SURVEYORS-MAPPERS Flortda tWnsed Survey Tel. (954) 585-0997 I Davie, Florida 33314 and Mapping Business No.6633 Fax (954) 585-3927 LEGAL DESCRIPTION'OF i PARCEL NO. 1127 LYING BELOW ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA 3 I j LEGAL DESCRIPTION: I f ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING f BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 30.9 FEET(NAVD 88),SAID PARCEL BEING DESCRIBED AS FOLLOWS: LOT D,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE r THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN H93ZMISA000RATEANOCORRECT TO THESESTOF WKNOWL.EDGEANO RELIEF_ SEAL r- DATE. Sep 15, 2014 NOT VALID UNLESS REVIS"1 REVISED PER SCAO W1IMENTS 09 03/14 ORL RICHARD G. CRAWFORD Jr. SEALED HERE -I AN EMBOSSEDD c PROFESSIONAL SURVEYOR AND MAPPER No. 5371 - STATE OF FLORIDA SURVEYORS SEAL z�S AUTEA NL n T ASSOCIATES,INC.AND SHALL NOT BE REPRODUCED IN WHOLE IN DATE OF SKETCH; DRAWN By CHECKED BY I FIELD 000 PART WRHORPERNIeSIONOFSYOUER&ASSOCUtYEM 07JOB/I R N/A SHEET OFS COPYRIOH r'r BCAD Parcels No.1120,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:$042-29-01-0050 A 5042-29-11-0040170 Page 17 of 68 Instr# 115344445 , Page 19 of 56 STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS Florida Licensed Survey Tel. (954) 5B5-0997 Davie, Florida 33314 endMappingBuslnessNo.6838 Fax (954) 585-3927 SURVEYORS(VOTES PARCEL NO. 1127 LYING BELOW ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCADZ SAID MEMORANDUM IS ENTITLED-FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT SCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3-THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY SCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OFAVAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4.THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 19M (NAVE)88) 5. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK W.PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6, MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9, THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH No- FLE T. W8M1-Dmfo lateAwl Ponds\01-Drc%*w\PAACA_1I21,d*y SHEET 3 OF 3 14-8069_PAR-1127 SCAD Parcels No.1126,1127,1128,1128,1&1129-Surplus Parcel*4-Folio No:6042-29-01-0050&5042-29-11-0040I70 Page 19 of 56 Instr# 115344445 , Page 21 of 56 STQNER&ASSOCIATES, INC. SURVEYORS-MAPPERS Tel. 954 585-0997 4341 S.W. 62nd AVE. Florida Ucansed8urvey Davis, Florida 33314 and Mapping Business No.6633 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1127 LYING ABOVE ELEVATION 30.9 FEET,N.A.V.D.88 BRO WARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA 25.00' I LOT A I.1-I oe--- ----------179,00, -------- 0 — 9 LINE, TRACT 0 O I r SD'UTILITY EASEMENT(P) LLJ fl LOT D I I <( RAVENSWOOD HEIGHTS Q o (P.B.31,PG.6.B.C.R.)to IN w PARCEL No. 1127 I� 2 �oOn'� S.LINE,TRACT 11 �J u- 4 179.00' I Cn I I LOT C i I 25.0a I I I I N LEGEND: P.B................FLAT BOOK PG.. .. ........... PAGE SCALE:I'-3V H.C.R..............BRMARD COUNTY RECORDS f �— (P) .............PER PLAT Ct. .................CENTERLINE p ss +S ao --- - OT GRAPHIC SCALE �NO. nm r:\aa.\wt\o-m-DTk Mtw w r�\al- \I'r�-iIv.'r SHEET 2 OF 3 14-8061_PAR 1127 BCAD Parcels No.1126,1127,1128.1128.1&1129-Surplus Parcel#4-Polio ND-5D42-29-01-0050&6042-29-11-0040170 Page 21 of 56 Instr# 115344445 , Page z3 of 56 STONER&ASSOCIATES, INC. 4341 S.W. 62nd Avenue SURVEYORS-MAPPERS FlorideLfcensedSUrvoy Tel, (954) 585-0997 Davie. Florida 33314 andR4eppfig6uslnesallo.8B33 Fax (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128 LYING BELOW ELEVATION 34.1 FEET,N.A,V.D,88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 34.1 FEET(NAVD 88).SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE NORTH ONE-HALF OF LOT C.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS'RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA ERTIFICATE: CO THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON ISACCURATEAND CORRECr M THE BEST OF MIY KNOWLEDGEAND N BELIEF. SEAL a DATE: Sep 15, 2014 NOT VAuD UNLESS aI 1 RW REV PER BCAD COMMENTS 02103 1a an RICHARD G. CRAWFORD Jr. SEALED HERE VffH AN EMBOSSED d- PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYOR'S SEAL Z o THE MATERIAL ShOVVN MR[ONI yGo ASSDCIATES.INC.AND SHALL NOISE RePROOWEO INWHOLEORW SKETCH' 0 CHECKED BY FIELD K am} PART WITHOUT PERMISSION OF STONER&ASSMIATO,Mr— 07/05/14 ORL JDS N/A I 8HEET1 OF3 � BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:5042-29-01-0050&UM2-29.11-0040110 Page M of 58 Instr# 115344445 , Page 25 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. Flafds Licensed Sunrey Davie, FloKdo 33314 and 1Nepping Business No 6633 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128 LYING BELOW ELEVATION 34.1 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(SCAD).SAID MEMORANDUM IS ENTITLED TLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2.THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE.HIOLLYWOOD INTERNATIONAL AIRPORT(FI L).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD.THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY SCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY. EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88j i 6. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE:TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31,PAGE 8,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. S.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S_SURVEY FEET AND DECIMAL PARTS THEREOF. I 7.THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS 1S NOT A SURVEY). 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. i 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. i I I I SKETCH NO. FLC h\Dt DR\14-BWI-Omk InUdoW Pa.49\01-pownpVARCA412aM SHEET 3 OF 3 14-8061_PAR-1128 SCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Percel#4-Folio No:5042-29-01-0060&5042-29-11-0040F70 Page 26 of 68 Instr# 115344445 , Page 27 of 56 STONER&ASSOCIATES, INC.SURVEYORS-MAPPERS 4341 S.W. 62nd AVE. fbfl61LkensedSurvey 7e1. (954) 585-0997 Davie, Florida 33314 endMapptngBuainessNa6633 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1 128 LYING ABOVE ELEVATION 34.1 FEET,N A.V,D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OFDANIA BEACH,BROWARD COUNTY,FLORID I ( 2,5.W LOT D I I I I I I 1# 79.00' s. 1 I W 4 N.LINE, TRACT Cp> Lu N. 1/2, LOT C I I RAVENSWOOD HEIGHTS d Z � I d (P.B.31,PG.6,B.C.R,) v -'w Iq I } Q PARCEL No. 1128 Q 0 I I C dpti°p eye I N W 9 m N J 179.00' D I 10 u I � � 1 I S. 1/2, LOT C 81 I I RAVENSWOOD HEIGHTS I (P.O.31,PG.6,B,C.R.) I uj I I I 25.00' 2.5'UTILITY EASEMENT(P) S.uNE. TRACT _.————tom I — —179.00'-- — ._ J_ L— PORTION OF TRACT 2,BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T,50S. R.42E. (P.B.2,PG.32,M.D.C.R.) LEGEND: P.B................PLAT BOOK PG................PAGE B.C.R.............BROWARD COUNTY RECORDS SCALE:1"=30 M.D.CR...........MIAMI-DADE COUNTY RECORDS SEC'S.........,...SECTIONS (P) .............PER PLAT CL...:.............CENTERLINE X is s m GRAPHIC SCALE SKETCH NO. rXr.F.,L% R 14-11WI-04*latefo U Pacds\01-0m hps ARm-1Iffid SHEET 2 of 3 14-8061_PAR-1128 BCAO Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel B4-Folio No:5D42-29.01-0050&6042-29.11.0040NO Pape 27 of 56 Instr# 115344445 , Pag. 29 of 56 S ONER&ASSOCIATES,INC. 4341 SW. 62nd Avenue SURVEYORS-MAPPERS Florida Licensed Survey Tel. (954) 585-0997 Davie. Florida 33314 andMspplag Business No 6633 Fox (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128.1 LYING BELOW ELEVATION 37,3 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 373 FEET(NAVD 88),SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE SOUTH ONE-HALF OF LOT C,OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS I9 TO CERTIFYTHAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON IS ACWRATEANOCORRECTTOTHEBESTOPMYKNOWMeEAND CA N BELIEF. _ SEAL _ NS DATE: Sep 15, 2014 NOT VAUD UNLESS 1 REVYM,kbPEPERO BCAO Ca10AFNTSI 09/03/14 DRL RICHARD G. CRAWFORD Jr. SEALED 0 HERE WITH a PROFESSKINAL SURVEYOR AND MAPPER NO.5371 - STATE OF FLORIDA EAIBOSSEO pal SURVEYOR'S SEAL z W THE MA 5 NSH ON ISTHEPRO E 1Y r V ASSOCWT£S,INC.AND NOT BE REPRODUCED IN WHOLE OR OF K ORAWN CN BY FIELD a00K PARTYATHOUr PERAiI5310NOF STONER SASSOCNTES,ING 07/DB/14 ORL JDS N/A SHEET OF3 r COPYRICM mMi BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel 94-Folio No:5042-29-01-0050&5042 29-11-0040170 Page 29 of 55 �, —�:—ram �--••^---.� ... ..T--.._..,. ... .r 1 r _ Instr# 115344445 , Page 31 of 56 STONER&ASSOC/AYES,INC. SURVEYORS-MAPPERS 4341 S.W. 62nd AVE. Flalda Licensed Sunrey Tel. (954) 585-0997 Davie, Florida 33314 and MepptngBusiness .6633 Fax (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128.1 LYING BELOW ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTY W,ESTSIDEPROPERTIESAT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL.REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED-FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS"AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL),FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF 9ROWARD COUNTY, 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY SCAR AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 5.THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31.PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF, 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). B. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9.THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT, SK1101 NO. r r: VaA i�E0A1-oaao InleAad vawts�ot igm oast a SHEET 3 OF 3 14.8061 PAR-1128,1 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel ti4-Folla No:5042-29-01-0050&5042-29-11-W40170 Page 31 of 56 S Instr# 115344445 , Page 33 of 56 STONER&ASSOCIATES,INC. _--4341 S.W. 62nd AVE. SURVEYORS-MAPPERS Tel. (954) 585-0997 Fiorlde Licensed Survey Davie, Florida 33314 and Mapping 8oslness No.6633 Fox (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA I I 25.00' LOT D { I I I I 179.W V/ (tpl N.LINE, TRACT C00. w ; I I Z N. 1/2, LOT C a{ I W p I RAVENSWOOD HEIGHTS �W {$ I I > <[ (P.B,31,PG.6,B.C.R.) cc N W I I H 179.00' LL C) S. V2, LOT C � I I o RAVENSWOOD HEIGHTS I� I v (P.B.31,PG.6,B.C.R) �n PARCEL No. 1128.1 I� I wl � 25,00' S.LINE,TRACT C d9 11001� 2.5 UTILITY EASEMENT(P) — I— ------ -------179.DD'------- -----� t PORTION OF TRACT 2,BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T.60S. FR,42E. (P.B.2,PG.32,M.D.C.R,) N LEGEND: P.B................PLAT BOOK PG.. .............. PAGE B.C.R..............BROWARD COUNTY RECORDS SCALE;1'=TY M.D.C.R............MIAMI-DADE COUNTY RECORDS SEC'S_..........,.SECTIONS (P) .............PER PLAT Q. .... ...........DENTERLINE 0 rs is ss so GRAPHIC SCALE SKETCH NO.FILL*r:\Drar\HMi\1A-0061-0mb IstMocd PerWs\01-0rv4 A KEL112&Ld SHEET 2 OF 3 14.8061_PAR-1128.1 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-2"1-0050&5042.29-i 1-004OJ70 Page 33 o(66 Instr# 115344445 , Page .35 of 56• STONER&ASSOCIATES, INC. 4341 S.W. 62nd Avenue SURVEYORS-MAPPERS Tel. (954) 585-0997 Florida Licensed Surrey Davie. Florida 33314 and Mapping Business No.8633 Fox (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1129 LYING BELOW ELEVATION 40.6 FEET,N,A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTiERNATIONALAIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE FOLLOWING DESCRIBED PARCEL OF LAND TOGETHER WITH THE AIRSPACE ABOVE SAID PARCEL,LYING BELOW A HORIZONTAL PLANE,HAVING AN ELEVATION OF 40.6 FEET(NAVD 88),SAID PARCEL BEING DESCRIBED AS FOLLOWS: THE WEST 204 FEET OF THE EAST 454 FEET OF THE NORTH 82.75 FEET OF THE SOUTH 257.75 FEET OF TRACT 2,BLOCK 1,OF PLAT OF SECTIONS 28,29,31,AND 32,BEING IN SECTION 29,TOWNSHIP 50 SOUTH,RANGE42 FAST,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 2,AT PAGE 32,OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA:RESERVING EASEMENT OVER THE WEST 25 FEET THEREOF FOR ROAD RIGHT-OF-WAY. SAID LAND SITUATE,LYING AND BEING IN CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: payy THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON IS ACCURATEAND CORRECT TO"SESTOF W KNOMEDGEANO e�- RELIEF. SEAL ftVISI5DATE Oct 29. 2014 a t REVISED PER BROAD COMMENTS 09 03 1a DRL RICHARD G. CRAWFORD Jr. NOT VAIH tE IMTH IZ SEALED HERE WITH AN EMBOSSED rl 2 1 REVISED PER SCALD 00XMD= 10 14 1 DRL PROFESSIONAL SURVEYOR AND uAPPER NO. 5371 -STATE OF F1 IDA SURVEYORS SEAL o 13 THE I'WJPtRTT OF 3T%MR6 Uoo ASSOCIATES.ING.AND SHALL NOT BE REPR000CEDPFYNIW.E ORIN DATE CHECKED BY FlEL PART WITHOUTPERVISSIO40F STONERBASSOCIATES.INC. D7/OB�T4, pJZL JD5 N/A SHEET OF RIGH 2014Lj BCAD Parcels No.1126,1127,1128,1128_1&1129-Surplus Parcel#4-Follo No:5042-29-01-0050&5042-29-11-0040170 Page 35 0156 J Instrg 115344445 , Page 37 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. 954 555-0997 4341 S.W. 62nd AVE. Florida LlcensedSurv�y Davie, Florida 33314 and Mapping 8uslness Ida,6633 Fax (954) 585-3927 SURVEYOnS NOTES PARCEL NO, 1129 LYING BELOW ELEVATION 40,6 FEET,N,A,V.D.88 BROWARD COUNTY WESTS(DE PROPERTIESAT FORT LAUDERDALE-F10LLYWOOD'INTERNATIONALAIRPORT C17Y OF DAN/A BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED-FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22.2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2.THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(ILL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT T141S PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THATARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULTTHE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 5. THE BEARINGS SHOWN HEREON ARE RELATIVE TO GRID NORTH,FLORIDA STATE PLANE COORDINATES (EAST ZON E). B.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED 114 U,S.SURVEY FEETAND DECIMAL PARTS THEREOF, 7_THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS IS NOT A SURVEY). S. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. S.THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH No. ixt f:\Or"Ae\14-ea1-Bala ml.l.W Pm*\0I�&9 V\vNaEr_1IV.*y SHEET 3 OF 3 14-8061_PAR-1129 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:5042-29.01-0050&5042-29-11-0040/70 Page 37 Of 56 Instr# 115344445 , Page 39 of 56 5ST7ER. ASSOCIATES, INC. SURVEYORS-MAPPERS4341 S.W. 62nd AVE. R'OdaL'certsedSu7yTel. (954) 585-0997 Davie, Florida 33314 ndMappingBuslnassNa6833 Fax (954) 565-3927 SKETCH OF DESCRIPTION PARCEL NO. 1129 LYING ABOVE ELEVATION 40.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT C17Y OF DANIA BEACH,BROWARD COUNTY,FLORIDA � LU I cN�l Z LOT C I Q RAVENSWOOD HEIGHTS (P.B.31,PG.6,B.C.R.) yN N.88°37'06"E. 204.00' N ev �b 454.00' I Uw �a N I PARCEL No. 1129 m z W-_ PORTION OF TRACT 2,BLOCK 1 w W p 2 ;� I n OF SEC.29-50-42 < Z OI T PLAT OF SEC'S.28,29,31 AND 32 N U o W w N T.M. RA2E. O S > A I{ o � , (P.B.2,PG.32 D.C.R.) k— W �0S` Z 204.00' U ( d w b �. Air Z o S.88°3T06"W, 204.00' � 0 W �Q! m N PARCEL"A" Q C,Lj N "D.AND C.PROPERTIES" o (P.B.111,PG.49.B.C.R.) n tL �� I I O z I S.LINE,?RACT2.BLOCK 7 ea S.Bg'37'089N.250.00' NE CORNER, TRACT 2,BLOCK 1 I I LEGEND: P,S................PLAT BOOK PG.. .............. PAGE B.C.R..............BROWARD COUNTY RECORDS D.C.R..............DADE COUNTY RECORDS SCALE:1`=4G' SEC'S.............SECTIONS SEC. ..............SECTInON --k4. . ......._... BREAK IN SCALE 0 10 w 40 eo GRAPHIC SCALE SKETCH No. FILEF:V 11-BOBr-DW.6tMo.dv.rcds�a-a.* Alta-II29. SHEET20F3 14-8061_PAR-1129 SCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:5042-29-01.0050&6042-29-11-0040170 Page 39 of 58 Instr# 115344445 Pags 41 of 56 EXHIBIT"2"TO DECLARATION AIRSPACE PARCELS BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No,6042-29-01-0050&5042-29-11-0040170 Page 41 of 56 Instr# 115344445 , Page 43 of 56 STONER&ASSOCIATES,INC. SURVEYORS-MAPPERS 4341 S.W. 62nd AVE. F/oridallcensedSurvey 7e1. (954) 565-0997 Dovie, Florida 33314 and MappingBusinassNa6693 Fax (954) 585-3927 SKETCH OF DESCRIPTION PARCEL NO. 1126 LYING ABOVE ELEVATION 30.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,F7 I P.O.B. LOT A S.881364�. N.E.CORNER LOT e--- ------N.88'35'45"E. 184.16'-------- S.88'3646W_ 35.00' --4 f— --- N.LINE, LOTSBO — ------' 1 N I oI PARCEL No. 1126 I jui . N. 1/2 LOT B MOD "' V t o RAVENSWOOD HEIGHTS o w w &D W fl 1 N (P.B.31,PG.6,B.C.R.) mot'g N J Z Q I o m y z W O N o cc Q f� U) O V. ! ICO N.88'3545"E. 196.a W U1 ev W N.88'36'45"E.(C) ll s N.88'36'41'MIT < m ° I S. 1/2 LOT B I I RAVENSWOOD HEIGHTS z l I W (P.a.31,PG.6.B.C.R) I I ui I I I I I I S.LIN£. LOT B _LEGEND: P.B................PLAT BOOK P.O.C. { PG.. . ..PAGE SEC95 CORNER— — j( B.C.R..............BROWARD COUNTY RECORDS N.E.114,S£C.20�12 ' i (P) ..... •.,..PER PLAT (L. ................CENTERLINE P.O.0..............POINT COMMENCEMENT j P.O.B..............POINT OF BEGINNING CA= .............CENTRALANGLE j A. RC DISTANCE SCALE:1"=40 TB= .............TANGENT BEARING SEC. .............SECTION _1r . ........... BREAK IN SCALE 0 +v m a b sKercN No. i aRo ar+Ic scnL£ SHEET 2 OF 3 14-8061_PAR-1128 txE,c\ ftV+at\w-eosl-o�rnwad r�\m-om� ►xca-nsF.a,n BCAD Parcels No.1126,1127.i128,1128.1&1129-Surplus Parcel*4-Follo No:5042-29-01.0D50&5042-29-11-0040170 Page 43 of 56 Instr# 115344445 , Page 45 of 56 STONER&ASSOCIATES, INC. SURVEYORS-MAPPERS Tel. 954 585-0997 4341 S.W. 62nd Avenue F11,nde Licensed Survey Davie, Florida 33314 end AAappMg Business No.W33 Fax (954) 585-3927 LEGAL OESCRIPTION OF PARCEL NO. 1127 LYING ABOVE ELEVATION 20.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES.AT FORT LAUAERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE AIRSPACE LYING ABOVE AND CONTINUING UPWARD,ABOVE A HORIZONTAL PLANE HAVING AN ELEVATION OF 30.9 FEET(NAVD 88),SAID HORIZONTAL PLANE AND AIRSPACE BEING SITUATE ABOVE THE FOLLOWING DESCRIBED PARCEL OF LAND: LOT D.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON LSACCUR.4TEAND CORRECTTOTHE BEST OF MY KNOWLEDGE AND �A .� BELIEF. SEAL DATE: Sep 15, 2014 NOT VAUD UNLESS Q 1 REV= PER BDAD COMMENTS o 03 1a DRL RICHARO G. CRAWFORD Jr. SEALED HERE WITH � AN EMBOSSED �mI PROFESSIONAL SURVEYOR AND MAPPER NO. 5571 — STATE OF FLORIDA SURVEYOR'S SFAL c� Thy.MATEMALSHOWN HEREONH PR 'ERA U°Y ASSOCIATE%1=.AND SHALLNOTSE REPRODUCED INWHOLC OR W DATE OF SKETCHIBY I C D FIELD BDOK PARrmntouT'PeRNISSIMNOFSTONERaASSOCIA SONQ 07/08/14 ORL 4DS NIA SHEET 1OF3 N� CDPYRI6 ]Ota SCAD Parods No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29.11-0040f70 Page 45 0I56 Instr# 115344445 , Page 47 of 56 STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERSFlodda Licensed Survey Tel. (954) 585-0997 Davie, norido 33314 and MeppingBusrrressNo.6633 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1127 LYING ABOVE ELEVATION 30.9 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDEPROPERTIESAT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT C17Y OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM 8•BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED'FLLWESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER a ASSOCIATES(SBA)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY. 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE,RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWO()D INTERNATIONAL AIRPORT(FLL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD,THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY. S. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(SBA)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. SBA DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORDTHAT ARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4.THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 881 5. THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31.PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6. MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE ^ PROPERTY(THIS IS NOT A SURVEY} 8 THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AND SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE-ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE TENTH OF AFOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT. SKETCH N0. FILE r:\oror\8Drt\l�B06{-Omb Mvlowl Pacds - NtCELil2T SHEET 3 OF 3 148061_F'AR 1127 BCAD Parcels No.1128,1127,1128,1128.1&1129-Surplus Parcel#4-Folto No:5042-29.01-0050&5D42-29-11-0040RO Page 47 of 56 Instr# 115344445 , Page 49 of 56 STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS (954) 585-0997 FJon'de licensed Survey Tel. Davie, Florida 33314 and MVVg Business No.6633 Fax (954) 585-3927 SKEYCH OF DESCRIPTION PARCEL NO. 1128 LYING ABOVE ELEVATION 34.1 FEET,N,A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORID I I 25�, LOT D I I I I I I e9. 179.00' oo I N.LINE. TRACT gOpl,I I W N. 1/2, LOT C I I RAVENSWOOD HEIGHTS I 7._ (L tin. (P.B.31,PG.6,B,C.R.) IC I zi W I.n Q tn LIJ PARCEL No. 1128 SI I-4 Q O I ry 70 .6 $9. C >- 49 N W `p° 179.00' O I � � Ise I I � i S. 1/2, LOT C I I RAVENSWOOD HEIGHTS ' z I I (P.B.31,PG,6,B.C,R.) w I I 25.00' 8 I �ry�a 25'UTILITY EASEMENT(P) gyp' S.LINE,TRACT C Op I --- _ =--178.00' _- -_PORTION OFOF TRACT 2, BLOCK 1 OF SECTION 29 PLAT OF SEC'S.28,29,31 AND 32 T.50S. R.42E. (P.B.2,PG,32,M.D,C.R.) �T 1V LEGEND: RE............. ..PLAT BOOK PG.. .............. PAGE B.C.R..............BROWARD COUNTY RECORDS SCALE:1'--30 M.D.C.R...... .....MIAMI-DADE COUNTY RECORDS SEC'S_..........,..SECTIONS (P) . ............PER PLAT rt.................CENTERLINE o 73 „ Je GRAPHIC SCALE SKETCH 61 FlLE:n:Dtaw HOH t4-SM-Daula N4AoCal Pacds\01-Drnimgs\PARC£L11ZRQ SHEET20E3 �4-$d6�_PAR-112$ BCAD Parcels No.1126,1127,1128,1128.1$1129-Surplus Parcel#4-Folio No:5042-29-01.0050&$042-29-11.0040170 Page 49 of 56 Instr# 115344445 , Pages 51 of 56 1S7ER' I ASSOCIATES,INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd Avenue Florida L/aensed Survey Davie, Florida 33314 andMappl gBuslnessNo.6633 Fax (954) 585-3927 LEGAL DESCRIPTION OF PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTY WESTSWE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LEGAL DESCRIPTION: ALL OF THE AIRSPACE LYING ABOVE AND CONTINUING UPWARD,ABOVE A HORIZONTAL PLANE HAVING AN ELEVATION OF 37.3 FEET(NAVD 88),SAID HORIZONTAL PLANE AND AIRSPACE BEING SITUATE ABOVE THE FOLLOWING DESCRIBED PARCEL OF LAND: THE SOUTH ONE-HALF OF LOT C.OF RAVENSWOOD HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,AT PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA. CERTIFICATE: THIS IS TO CERTIFY THATTHE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON IS ACCURATE AND CORRECT TO THE DESTOF W KNOWLEDGE AND Do BELIEF. SEAL DATE: Sep 15. 2014 NOT VAUD UNLESS REVISIONS 8CA0 COMMEMB OS 03 14 Del, RICHARD G. CRAWFORD Jr. SEALED HERE WITH 1 REVISED PER AN EMBOSSED 6 al PROFESSIONAL SURVEYOR AND MAPPER NO. 5371 - STATE OF FLORIDA SURVEYORS SEAL Zla TME MATERIAL&fOWN KER I-THP-PROeERVY OF STONERS V� ASSOCL-%TES,INC.AND SMALL NOT BE REPRODUCED IN WHOLE OR IN DATEK DRAWN ED O 07/08/14 DR JS N/A �4 c PISSIDNOF sroNFnfAsSpNTE5,IT1C BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Follo No:6042-29-01-0050&5042-29-11-0040RO Page 51 of 56 Instr# 115344445 , Page 53 of 56, STONER&ASSOCIATES,INC. 4341 S.W. 62nd AVE. SURVEYORS-MAPPERS ( ) Fradda Licensed Survey Tel- 954 585-0997 Davie, Florida 33314 and Mapping Business No.6633 Fox (954) 585-3927 SURVEYORS NOTES PARCEL NO. 1128.1 LYING ABOVE ELEVATION 37.3 FEET,N.A.V.D.88 BROWARD COUNTYWESTSIDE PROPERTIES AT FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA NOTES: 1- THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED IN THE ABOVE LEGAL DESCRIPTION IS BASED ON THE CRITICAL ELEVATION FOR THIS PARCEL,REPORTED IN THE TABLE OF CRITICAL ELEVATIONS AND CRITICAL HEIGHTS,REPORTED IN A MEMORANDUM PREPARED BY LANDRUM&BROWN(L&B)FOR BROWARD COUNTY AVIATION DEPARTMENT(BCAD).SAID MEMORANDUM IS ENTITLED'FLL WESTSIDE PARCELS CRITICAL ELEVATION AND CRITICAL HEIGHTS'AND IS DATED JANUARY 22,2014.STONER& ASSOCIATES(S&A)IS RELYING ON THE ACCURACY OF THE INFORMATION CONTAINED IN SAID MEMORANDUM IN ITS ENTIRETY, 2. THE PROPERTY SHOWN HEREON IS SUBJECT TO AIR RIGHTS,AIRSPACE RESTRICTIONS AND OTHER MATTERS ASSOCIATED WITH FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT(FLL).FOR MORE INFORMATION CONCERNING THESE MATTERS CONTACT BCAD.THE FEDERAL AVIATION ADMINISTRATION AND THE PUBLIC RECORDS OF BROWARD COUNTY, 3. THE LEGAL DESCRIPTION FOR THIS PROPERTY WAS PROVIDED BY BCAD AND WAS MODIFIED BY STONER &ASSOCIATES(S&A)TO REFLECT THE CRITICAL ELEVATION OF A HORIZONTAL PLANE AT THIS PARCEL. S&A DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR OWNERSHIP,RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD.THERE COULD BE OTHER MATTERS OF RECORD THATARE NOT SHOW HEREON.FOR MORE INFORMATION CONSULTTHE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 4. THE ELEVATIONS REFERENCED HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). S.THE ANGLES AND DISTANCES SHOWN HEREON ARE REFERENCE TO THE PLAT OF RAVENSWOOD HEIGHTS,RECORDED IN PLAT BOOK 31,PAGE 6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. 6.MEASUREMENTS AND ELEVATIONS REPORTED HEREIN ARE REPORTED IN U.S.SURVEY FEET AND DECIMAL PARTS THEREOF. 7. THE SKETCH AND LEGAL DESCRIPTION SHOWN HEREON DO NOT REPRESENT A FIELD SURVEY OF THE PROPERTY(THIS 1S NOT A SURVEY} 8. THIS LEGAL DESCRIPTION IS ACCOMPANIED BY GRAPHIC DEPICTION(SKETCH)AS SHOWN ON SHEET 2 OF 3 AN D SURVEYORS NOTES AS SHOWN ON SHEET 3 OF 3. 9. THE ELEVATION OF THE HORIZONTAL PLANE REFERENCED HEREIN ARE ROUNDED DOWN TO THE NEAREST ONE-TENTH OF A FOOT,AT THE REQUEST OF BROWARD COUNTY AVIATION DEPARTMENT, SKETCH Na. ME FADMAMR\14-8061-Dodo Mlclocal,Pacds O1-UrarngslpfROtL-1128,1.�.g SHEET 3 OF 3 1"061_PAR•1128,1 BCAD Parcels No.1126,1127,1128,1128.1&1129-Surplus Parcel#4-Folio No:5042-29-01-0050&5042-29-11-004WO Page 53 of 55 I Instr# 115344445 Page 65 of 56 i 1 i STONER&ASSOCIATES, INC. SURVEYORS-MAPPERS Tel. (954) 585-0997 4341 S.W. 62nd AVE. Florida Licensed Survey i Davis, Florida 33314 and Mopping Business No.8633 Fox (954) 585-3927 SKETCH OIL DESCRIPTION PARCEL.NO. 1129 LYING ABOVE ELEVATION 40.6 FEET,N.A.V.D.88 BROWARD COUNTY WESTSIDE PROPERTIES AT FORT LAUDERDALE•HOLLYWOOD INTERNATIONAL AIRPORT CITY OF DANIA BEACH,BROWARD COUNTY,FLORIDA LU I (NN z LOT C UJ Q RAVENSWOOD HEIGHTS I (P.B.31,PG.B.B.C.R.) I N N.88°37'06"E. 204.09 N °b 454.00 ) PARCEL No_ 1129 z PORTION OF TRACT 2,BLOCK 1 Ui �! p� ti OF SEC.29-60-42 r Z OI ul I bo PLAT OF SEC'S.28,29.31 AND 32 e� LLI X N U ,i N wK I T.50S. R.42E. O > 0 00 Z.--g--� (P.B.2,PG.32.D,GRJ (9 S N U m 204.07 Jr— N W 0) z zI LU 8.88°37106"W. 204.00' o w� z >I z ca°; PARCEL"N' 4 "D.AND C.PROPERTIES" o 111,PG.49,B.C.R.) N LL R I �O z I F" S.LINE,TRACT 2,BLOCK I S.88°371061W.250.00' 9�. NE.CORNER TRACT 2,BLOM I ) i LEGEND: P.B................PLAT BOOK PG.. .............. PAGE ..............BROWARD COUNTY RECORDS D.C.R.............DADE COUNTY RECORDS SCALE:1"-40' SEC'S.............SECTIONS SEC. ............. SECTION 61% md I f —N— . ........... BREAK IN SCALE p 10 20 m so GRAPHIC$GALE SKETCH NO. IILE•a 9fgw\H kI4-wa,-Dmk In aku,Pa als�0+o �uttrLuzs dxg SHEET 2 OF 3 14-8061_PAR-1129 BCAD Parcels No.112B,1127,1128,1128.1&1129-Surplus Parcel#4-Polio No:5042-29-01-0050$5042-29-11-0040170 Page 56 of 56 BROWARD COUNTY Planning Council March 12, 2019 Stuart G. Moraitis 2833 Northeast 24 Street Fort Lauderdale, Florida 33305 Dear Mr. Moraitis: Re: Platting requirements for a parcel legally described as the North %of Tract B and all of Tracts C and D, "Ravenswood Heights," according to the Plat thereof, as recorded in Plat Book 31, Page 6, of the Public Records of Broward County, Florida, together with a portion of Lot 2, Block 1, Section 29, "Plat of Sections 28, 29, 31 and 32," according to the Plat thereof, as recorded in Plat Book 2, Page 32, of the Public Records of Miami-Dade County, Florida, said lands situate, lying and being in Broward County, Florida, less a portion for right-of-way purposes. This parcel is generally located between Ravenswood Road and Southwest 22 Avenue and between Southwest 39 Street and Southwest 42 Street, in the City of Dania Beach. This letter is in response to your correspondence regarding the Broward County Land Use Plan's platting requirements for a proposed non-residential development on the above referenced parcel. Planning Council staff has determined that replatting would be required by Policy 2.13.1 of the Broward County Land Use Plan.As per the criteria of Policy 2.13.1,platting is required for the issuance of building permits when constructing a non-residential or multi-family building unless all of the following conditions are met: a. The lot or parcel is smaller than 10 acres and is unrelated to any adjacent development; b, The lot or parcel has been specifically delineated in a recorded plat; C. All land within the lot or parcel which is necessary to comply with the County Trafficways Plan has been conveyed to the public by deed or easement; and d, The proposed development is in compliance with the applicable land development regulations. The subject parcel is less than 10 acres (approximately 1.66 acres), but it does not meet the specifically delineated requirement. A lot or parcel which has been specifically delineated in a recorded plat is one which can be described solely by reference to a plat and one or more identifying numbers such as a block and lot number, for example, Lot 5, Block 3,of John Doe Subdivision. The description of"the North Y2 of Tract B and a portion of Lot 2, Block 1"is an example of a parcel which is not specifically delineated. 115 Souih Andrews Avenue, Room 307 • For!Louderdaie,Florida 33301 954.357.6695 • Browtird.orfI/Planninc3Coimcil Stuart G. Moraitis March 12, 2019 Page Two Planning Council staff notes that when a specifically delineated parcel platted before June 4, 1953 (Le, all of Tracts C and D, "Ravenswood Heights") is combined with a parcel platted before June 4, 1953, but not specifically delineated (i.e. the North % of Tract 8 and a portion of Lot 2, Block 1), or with vacated rights-of-way, Policy 2.13.1 of the Broward County Land Use Plan would not require platting if the specifically delineated portion of the parcel constitutes the majority of the enlarged parcel and the development parcel is less than 10 acres; in this case, the specifically delineated portion does not constitute a majority of the enlarged parcel; therefore replatting would be required. However, Planning Council staff also notes that if the principal building(s) is constructed solely on Tracts C and D, which is the specifically delineated portion of the subject site, then replatting would not be required. Conversely,as described above, replatting is required if any portion of the principal building(s) is located on the non-specifically delineated lands of the subject site. It is recommended that you contact Broward County's Planning and Development Management Division at 954-357-6666, regarding the platting process. The contents of this letter are not a judgment as to whether this development proposal complies with the Broward County Trafficways Plan, permitted uses and densities, local zoning, the land development regulations of the municipality or the development review requirements of the Broward County Land Use Plan, including concurrency requirements. If you have any additional questions regarding the Broward County Land Use Plan's platting requirements, please contact Kenneth Wenning, of Planning Council staff,at your convenience. Respectfully, Barbara Blake oy Executive Director BBB:KJW cc: Ana M. Garcia, City Manager City of Dania Beach Marc LaFerrier,AICP, Director, Community Development Department City of Dania Beach r robert vick architect, po MAY 022019 MIA pw' City of Dania Beach Department Community Development Development Review Committee Members 100 West Dania Beach Blvd Dania Beach, FL 33004 RE: DRC Submittal Outboard Dynamics LLC 3998 SW 22"d Ave, Dania Beach, FL 33312 May 1,2019 Package Contents: • Project Description • Open Items and Additional Information • Traffic Study Memo • Environmental Impact Memo • Surveys • Declaration of Covenants Restrictions and Easements • Broward County Plat Determination Letter • Full Set 2436 Architectural, Civil, Landscape,and MEP DRC Submittal Documents • Specification Sheet for Mailbox 1600 northeast 2ro" Street•suite A•wilton manors,f 33305 954-463-6340 • fox 054-463-64 -3 • odmin@vickarch.com • AAOOO291ro Project Description After careful consideration and investigation this property was purchased to develop a nautical related development for the sales and service for outboard board motors and related boating services. This project will consist of 3 buildings all to be accessible from Anglers avenue as well as S.W 22nd avenue with a thru access drive. Building 1: 3,880 sq.ft.fronts Anglers avenue will be used for sales,parts storage, business and office. Building 2: 4,000 sq.ft.fronts SW 22nd avenue will be used for parts storage and other nautical related services. Building 3: 13,500 sq.ft.fronts SW 22nd avenue will be used for marine engine repair on outboard engines from inside the building. The style of architecture for all three buildings is simple,modern and of the international style of architecture. We will be keeping as many of the existing trees as possible and supplementing them with high quality landscape materials. Our goal is to develop a quality campus of buildings with a clean and modern aesthetic that is well maintained and a valuable neighbor for the city of Dania Beach. Open Items and Additional Information • The proposed project will require both FAA and BCAD approvals due to its proximity to Fort Lauderdale-Hollywood International Airport.Robert Vick Architect has started this process with BCAD.Our contact at BCAD is Karen Friedman,AICP,Senior Planner. Upon receipt of conditional approval from BCAD Robert Vick Architect will begin the process of FAA approval.We understand the final DRC sign-off will not be issued until submittal of the above described. • The subject property will need to be re-platted and recorded with Broward County due to the age of the current plats. Pinnell Survey, Inc. has been contracted for the process of re-platting and recording the updated plat with Broward County.This process is expected to take between 6& 12 months to complete. It is our understanding that we can continue to proceed with DRC approval and construction document submittal and review.We do understand that the building permit will not be issued until completion of the platting process. • The City of Dania Beach Code of Ordinances Industrial Design Standards Sec 511-30(M)states that: Work area or storage doors and open bays shall not open toward or be otherwise visible from any of the designated principal roads. The code does not clearly define what is considered a designated principal road.We understand that we may be required to apply for a variance for the building 3 roll-up doors which face SW 22 Ave.We would ask the committee to consider whether or not SW 22 Ave should be considered a designated principal road as it is currently unimproved and only serves the subject property and the adjacent property to the north which already has not only 4 existing roll up doors but also a dumpster enclosure facing SW 22 Ave. • At this time the owner has elected not to install a sign.The sign application for this project will be in the future by the sign vendor under a separate review. 1250-6 VERTICAL STYLE MAILBOX i 6 3/4"MIN 6 7/8" WALL DEPTH NET DEPTH i 35 5/8" NET 34 118"R.O. )�f —(AS REQUIRED) O 0 I ►� 17 /4" 191/8"0 0 0 0 0 o In NI[T W i (n i ` Z_ 1 6�- MAX MAX i MN MN bm C 7777777 / 0 FINISHED FLOOR FINISHED FLOOR (RECESS MOUNT) (SURFACE MOUNT) 1 NOTES: 1. (1) 1250-6 SERIES ALUMINUM CABINET WITH(5)STANDARD SIZE DOORS CIS' 1250-6 VERTICAL STYLE MAILBOX (16"H X 5 1/2"W),AND(1)STANDARD SIZE MASTER DOOR PREPARED FOR POSTAL MASTER LOCK. 2. CLEAR ANODIZED FINISH. MODEL 1250-6 REv D 3. 5-PIN CYLINDER CAM TYPE LOCK WITH(2)KEYS EACH. FLORENCE SCALE NONE LAST REV DATE 4. TENANT NAME CARD HOLDER ON EACH DOOR. 04/25/2018 5. RECESSED MOUNT(NO COLLAR REQUIRED). ( E CORPORATION DRAWING NUMBER DRAWN BY 6. PRIVATE MASTER LOCK OPTION. ! 5935 Corporate Drive•Manhattan.KS 66503 CS5049 RAK 7. SURFACE MOUNT OPTION. 8W27S.1747•www.florencemailboxes.com MILLER LEGG Memorandum Date: March 10 2019 MAY 0 2 2019 � To: John Beach,Robert Vick Architects,PA From: Dylan Larson,Principal,Miller Legg Re: Outboard Dynamics Biological Review ML project# 19-00027 A biological review was conducted by a Miller Legg (ML) biologist at the :L1.7 acre site on March 13`1' 2019, reviewing the site for the potential presence of protected habitats,wildlife and vegetative species. Dania Beach City code Article 250 states that"any existing natural land area in excess of one-half('1) acre in the city mast provide for the avoidance of impacts to or the safe capture and relocation of any wildlife species protected by federal a]- state lain in accordance with relevant permits and regulations." Prior to the site visit, ML reviewed and complied a preliminary list of potential protected species to be observed in this location utilizing the U.S.Fish and Wildlife Service (USFWS) Information for Planning and Consultation (1PaC) online system, the Florida Fish and Wildlife Conservation Commission's(FFWCC)publication:Florida's Endangered Species, Threatened Species and Species of Special Concern Official Lists (Updated May 2017) and Florida Natural Areas Inventory (FNAI). The Florida Department of Agriculture and Consumer Services: Florida's endangered and threatened Plants, IPaC database and FNAI were also utilized to categorize the potential protected flora species that could be observed ons ite. Due to the size and lack of dense vegetation coverage ML was able to walk the entirety of the site without having to setup set transects. Upon review, the site was observed as a vacant empty lot with sporadic trees and palms and along the perimeter and the center with large patches of invasive exotic vegetation including bowstring hemp (Sansevieria h))acinthoides) and oyster plant (Tradescantia spothacea) along the periphery. Numerous brown anoles and green iguanas were observed in these patches; both species are non-native and require no species permitting. Large trees were observed throughout the site including figs(Ficrrs spp.), slash pines(Pines elliollli), live oak (Quercrrs virginiana) non-native Norfolk Island pine (Araucaria heterophylla) and category I invasive exotic bishopwood (Bischofra javanica). Palms observed onsite included cabbage palms (Sabal pahnetio), royal palm (Ro)lstonea regia) coconut palm (Cocos nucifera) and Montgomery palm (Ireitchio arecina). Trees were checked for the presence of bird presence or nesting. Three(3)large dead slash pines were observed in the center with one having several holes potentially made by a woodpecker but no birds were observed during the review. Review of the databases prior to the site visit reported three(3)endangered flowering plants with ranges known to overlap the property. The protected vegetation included beach jacquemontia(Jacquenaontia reclinata),Okeechobee. gourd (Cucurbila okeechobeensiss ssp. Okeechobeensis), and tiny polygala (Polygala smallii). Due to site conditions, presence of these species was unlikely and review by ML these species were not observed during this visit and therefore no permitting is required. Review of protected species databases prior to the site review listed 23 endangered species on the IPaC online system and 19 species on the FNAI biodiversity matrix with known or predicted ranges overlapping the property. These preliminary reviews typically incorporate summarized data collection from larger polygons that include the property limits and most species can be immediately checked off the list due to the lack of appropriate habitat. During the ML site review no protected species were observed and due to the observed site conditions, ML's opinion is that this site does not have protected species that require permitting. No burrows or appropriate soil Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 characteristics for burrowing were observed. Through onsite discussion with the local community it was learned that the only species typically observed where green iguanas inhabiting the dense invasive exotic shrubs along the periphery. Two (2) species of protected woodpeckers were listed in the IPaC review, however were not listed in the FNAI. These species were the ivory-billed woodpecker(Campephilrrs p,•incipalis)and red-cockaded woodpecker(Picoides borealis). These species are extremely rare and the site did not support the tree habitat utilized by the species. Ivory-billed woodpecker (Campephilrrs principalis) typically are in old growth forests and utilize the bark of recently dead trees for feeding. Red-cockaded woodpecker (Picoides borealis) nest in cavities in living trees indicating that although woodpecker activity was observed on a dead slash pine trunk it is highly unlikely these birds created them. These holes were most likely created by the more common species of woodpecker observed in South Florida, the red-bellied woodpecker (Melanerpes carolinus) which requires no permitting for this species. The one species that is known to occur in the vicinity and is considered likely within the FNAI matrix was the wood stork (Mycleria Americana). Wood storks nest in mixed hardwood swamps, sloughs, mangroves, and cypress domes/strands in Florida,this type of habitat was not observed on the property and therefore ML does not anticipate permitting for the presence of wood storks. Due to the lack of protected species observed and lack of critical habitat or appropriate habitat protected species permitting is not required for this site. No further action is needed for species permitting. Trees: ML notes that the large trees observed scattered throughout the site would require a tree removal license prior to any land clearing and site development that would result in the removal of these trees. A tree survey and site plan of identical scale designating those trees which are proposed to be preserved, relocated or removed is needed for license application. 1\sfo-mam\data\Projects\2019\19-00027-Outboard Dynamics Biolog Rvw\Documenls\Reports\Outboard Dynamics Biological Review_3-14- 19 docx Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 ia� �'S' yFt '.r •i X 1 �V, Photo No. 1 —Representative photo of site conditions observed.Note empty lot with sporadic Florida native and non-native trees. ni Y I'I .`2 �.X� ':''}. Z GcT t• two }j r i i r Photo No. 2—Representative photo of observed site conditions. Note worn out path in the grass from vehicle activity. / rrr r 1 r � •♦ r r I 'r� • III s I�j f 1�• r Nui l xA ., "Ij t } J a ar�+�l �X11��3{�t J;SY �{li_._4i .+r,�� - :. - i fR� .\b r✓{nr '�. !' J ' D a C I,, . -i!- �; +�lf f � � 4 µ d i•r i I'I I rrr r 1 r r rr f r 1 �rr r 1/I rWs Y i+iJ,Lt rr awt. kx/t w + j r 1 / KtIJ .44 � f x''!'s- i `:'..t� •T`: �' �'£ '% �df k .,t 1 y�fy;�•Y+•s ;}��,'? r, fN 4`k .t3 rw r F r i1 - Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 w / 1. z f;ys+r't Y t 1 An �l t tf ter�t�:.a, t� '� '�' t �� :/" 'f -A•. 111111 ii ��' Photo No. 7—A large patch of invasive bowstring hemp(Sansevieria hyacinthoides). Numerous non-native lizards were observed using this as shelter. v.•••`ram <��r� y�t"'�� j 1^-`� �b.� YTa? ,;��p �, 4TA, c t�ri��•�� •'. (n�1� �`yf' sT �'� Yj,K�.y,r �. spa'!r '.i.�,) '�3`?'i ,�j`� .:.��yc k•�uyr.Z i�F} r t a�t .<t�- ""'�Nr['J�,�� 4i� Cve� c s't', ��ffjYYY}�1.•. F �) �Y�'�"W ' f �j F`t' ,,�•tyt1rS�J' _irJK,, ��:R _ -�-' 'fin, �t[�� i�`'�,'��'s aa`'�'� g '•`'`� � ' 4,71 5 W'•` m �,` '�' '`K"�.�hM1�•tr� rn7' ��i ,A�"�a+� '� •-''S �C Y' ��,��# +a��f r �5E i�t'$°�• I _,�izr )�',�.m!•�`i'�%'' �,y t� �,►' c` i�.��I�!, � , � '�' '. j cif •� $fr \ qqt tti�•.!tg�'^�-1' .��ica /� Y t.' fl'tt,,"',¢e t !mr"�, , .r�• .ar .s4�q „+.{`�d dw^ ,3, �r4 hr� ��ar't"•A '4 U ;i?''-!�tig� L�`at t;r: � �� '�^�� ro'•'`1v�� r."� .d`y�•++• "r�\ c� y�}, ..l+sd�; 1 ly Y.i'.+x/ ; 3 `h4t1fartX� Y Tn61r,=!- t •S�"i�♦ �R.,F.. .fi r �•OX'r• -�, -3 ..1 �f..i:H. .�•. �' A \ \. �� Photo No. 8—Debris patches were checked throughout the site for the presence of protected species. Outboard Dynamics Biological Review March 2019 Miller Legg 19-00027 4. OPEN iAW E 1 R Photo No. 9— Inhabited and abandon vehicles were observed scattered throughout the southwestern portion of the site. a ,¢f. 4 eat� Photo No. 10—A large dead slash pine observed with distinct woodpecker holes. No birds were observed during the review. 1 r r r r 1 r r r r r r '•• ' 111 r �'3argr,+1?�Are�lrtr jfj3z t�lE It}c;greyr tort t'auderdade,.FF 133n; August 25, 2019 City of Dania Beach Office of the City Clerk 100 W Dania Beach Boulevard Dania Beach, FL 33004 Re: Authorization Letter To Whom it May Concern: Please accept this letter of authorization permitting Stephanie J. Toothaker, Esq. of Stephanie J. Toothaker, Esq., P,A. (toothaker.org) to represent the interests of Outboard Dynamics, LLC before the City of Fort Lauderdale and Broward County. Sincerely STATE OF FLORIDA COUNTY OF �d CAJiA Sworn to(or affirmed)and subscribed before me thin -Iy of 2014 by o;'RrQ,, STEPHANIE J TOOTHAKER 4bs Notary Pub11C•State of Florida Signature of Notary •= Commisslon N GG 048820 •°�`My Comm.Expires Mar 16,2021 8onde0 through National Notaryksn. Print name of Notary Personally Known/(OR)Produced Identification Type of Identification Produced C ,, of Dania Beach, Florida Department of Community Development Planning and Zoning Division (954) 924-6805 X3643 DANIA BEACH (954) 922-2687 Fax SEalr LK IT LOVE 11 Standard Development Application ' 1 V E ❑ Administrative Variance MAY 0 2 2019 ❑ Land Use Amendment ❑ Plat _ ❑ Rezoning Date Rec'd: Site Plan ❑ Special Exception Petition No.: ❑ Variance ❑ Other: (SEEAPPIX4770N rYPE SCHEDULE ON PA GES 3&4) THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL NECESARRY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: 3199 Sw a2 "d Ave Lot(s): Block: Subdivision: 5Ge :�,c &,66d Recorded Plat Name: ee- a &C-44 Folio Number(s): See e4W" �d Legal Description: 57Gc® el L► EG� 6ppli;)Consultant/Legal Representative (circle one) �VaN`f P-1©re,I -S Address of plicant: ��,r�� )Cvr+ ZA -e f e �"(. 33�305 Business Te ph4b)'ne: s;g_Qa 7 f Ho e: ��L3' 13� -Fax? YO?q- 199 3 E-mail address: S G( M O t-e'A 1 f;5 b C 11s�v hd Name of Property Owner: Sv4Ir -� MD Ira 14tis Address of Property`Owner: � 3 i �� T L.Cc de4-4 1 c FT 3330S Business Telephone J .5�q-0,571 Home: S'(P3"s1 3$ � x .-aq~05�37 Explanation of Request: 51 1' , 7 r a 1 + D tT C. l VA For Plats please provide proposed Plat.Name for 14hifances please attach Criteria tatement as per Section 625.40 of the Land Development Code.Prop. Net Acreage: Gross Acreage: It W Prop. Square Footage: -/Q Der Existing Use: Y AGaAt Proposed Use: Nla�w1 h E)C,S Ge. v Gt v► � i r 1 of 4 Updated 02n017 Is property owned�indivjdual�,y, by a corporation, association, or a joint venture? l» !11) V R y AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being madetto thg City f D n" Bea . If I/We re unable to be present, I/we hereby authorize 41D tG (individual/firm to represent me/us in all matters related o this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable. I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania Beach Land Development Code. STATE OF FLORIDA COUNTY OF BROWARD By: The foregoing instrument (Owner / Agent signature*) was acknowledged BEFORE ME THIS DAY OF Q 20 By: 15+mr�- dmp,rq;�%4 (Print name of person acknowledging) (Joint owner signature if applicable) Notary �r�rFu• CARLAJ.VICIC r * C0mmise1on#oo 25m7 (Signature of Notary Public—State of O$o Personally known or Produced Identification Type of identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NO APPLICATION WILL BE A UTOMA TICALL YSCHEDULED FOR A MEETING, I ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF BEFORE PROCESSING OCCURS. 2of4 Updated 02/2017 City of Dania Beach APPLICATION TYPE AND FEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent rev eWs tieing processed before the final review and actions by the Planning and Zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per"Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. APPLICATION TYPE FEE LAND USE Assignment of Flex Units or ! Filing fee=$4,000.00 plus$5.00 per flex, reserve or LAC/RAC unit or hotel room or Acreage $100 per acre or portion of such area Includes 5taffprocesslng,2 review cycles, advert1sing and notice costs Change of Land Use Filing fee=$7,000.00,plus$500.00 per acre or portion of area Includes Staff rocessing,2 review cles advertising and notice costs ZONING Change of Zoning(Rezoning) Less than 2 acres-$2,500.00 Greater than 2 acres -$6,000.00 Includes Staff processing,2 review cycles,adyettIsIng and notice costs Zoning Code Text Change Changing the list of Permitted Uses-$6,000.00 General Text-$2,000.00 Includes Staff processing, 2 review cycles, advertising and notice costs PLAT (Perimeter) Filing fee= $2550.00 plus$50.00 per acre or portion of such area (Subdivision) Filing fee= $2550.00 plus$100 per acre or portion of such area Includes Staff processing2 review gcles,advertising and notice costs Delegation Request $1,500.00 Includes Staffprocessing,2 review cycles, adverPsIng and notice casts SITE PLAN Residential,Hotel,Condo-Hotel, Filing fee=$1,000.00 PLUS$10.00 per unit Time-Share, Motel Plus an initial retainer for cost recovery of consultant services of$5,000.00.Additional ' consultant service fees may be required. Minimum fee =$6,100.00 Includes Staff rocess/n 2 review cyrIes,advertising and notice costs All other uses Filing fee=$1,000.00 PLUS the following: $5.00 : 100 s.f. for 1"10,000 s.f.,$2.00 : 100 s.f. in excess of 10,000 s.f Plus an initial retainer for cost recovery of consultant services of$4,000.00.Additional consultant service fees may.be required. Minimum fee = $5,500.00 Includes Staff rocessin 2 review cycles, advertising and notice costs Site Plan Revisions $2,500.00-Includes staff processing and up to 2 review cycles Additional variances associated with any revision to a site plan are charged according to the assodated variance type, Extension of Approval(s) $1,250.00—Single Extension(PLUSj an additional (Site plan,variance,special $ 250.00 for each associated approval exception requests) 3 of 4 Updated 0272017 City of Dania Beach APPLICATION TYPE AND FEE SCHEDULE INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE FOR REVIEW AND PROCESSING. The following fees shall apply to all applications for land use plan amendments, rezoning, special exception use, variances, site plans and other zoning related applications. These fees are used to defray staff cost in the evaluation of the proposal made and provide for the required notices and public advertisements according to Florida State Statute and the Dania Beach Land Development Code. Should any applicant have more than one type of request to the City, the applications involved should be submitted at the same time. The present City policy is to have concurrent reviews being processed before the final review and actions by the Planning and Zoning Board and/or City Commission. It is the obligation of all applicants to review the appropriate City Codes and design standards related to their proposal before making any application to the City. The standard review process for all development applications are two (2) review cycles. Any additional review or public notice required by staff or professional consultants due to the incorrect interpretation of the Land Development Code will be charged to the applicant as per"Section 685-10 Cost Recovery for Development Review"of the Dania Beach Land Development Code. SPECIAL D(CEPTION SPECIAL EXCEPTION Filing fee=$3,700.00 plus$200.00 per acre or portion of such area -(Excluding cell towers Includes Staff rocessin 2 reviewc des, advertising and notice costs SPECIAL EXCEPTION Filing fee= $4,000 Cellular Towers Includes Staff processing,2 review cycles, advertising and notice costs Additional Resubmittal Any additional review or public notice required by staff or professional consultants due to the (In addition to the standard(2)review cycles) negligence of the applicant will be charged to the applicant as per Article 685-10 Cost recovery for Development Review of the Dania Beach Land Development Code. VARIANCES APPEALS&WAIVERS Administrative Single Family 300.00 Administrative,all other $ 500.00 Single Family/Community Facility $ 490.00 -Duplex $1,050.00 Triplex $1,150.00 Multifamily, Hotel, Condo-Hotel(per variance) $2 300.00 Nonres. per variance $2 000.00 Wall Sin 700.00 Monument Sin $1,200.00 Pole Sign As permitted $2,400.00 Appeal(single family&comm fac) $ 650.00 -Appeal all other uses 1 925.00 Dum ster Appeal to Com. Dev. Dir. $ 200.00 Dumpster Ap eaI to City Com. $ 500.00 Alcoholic Beverage Variance $1,250.00 -Mobility $1400.00 Trafficwa Waiver $4 000.00 Vacation—Road/Easement $3,500.00 Alcohol Extended Hours License Application $2,250.00 Alcoholic Beverage Waiver $1,000.00 Zoning Review: State Liquor License 50.00 Outdoor Seating/Dinning 100.00 Assisted Living Facility $ 65.00 CRA Grant Application 250.00 UNSPECIFIED $ 500.00 PLUS any outside costs incurred by the city as per"Section 685-10" Zoning Information Letter $ 250.00 Revised—8-23-11 As per City Commission Approval Resolution#2011-090 4of4 Updated 0212017 ECEIVE City of Dania Beach Department of Community Development MAY 0 Z 2019 Standard Development Application Attached Information BY.Location: w. 3998 SW 22"d Ave Lots: The north'/2 of tract B and all of Tracts C and D of"Ravenswood Heights" together with a portion of Lot 2, Block 1,Section 29, "Plat of Sections 28,29,31, and 32" Recorded Plat Name: "Ravenswood Heights" and "Plat of Sections 28,29,31,and 32" Folio Numbers: 5042 2901 0050 5042 2911 0040 5042 29110050 5042 2911 0060 5042 2911 0070 Legal Descriptions: WEST 204' OF EAST 454'OF NORTH 82.75'OF SOUTH 257.75' OF LOT 2, BLOCK 1,SECTION 29 OF"PLAT OF SECTIONS 28, 29, 31 AND 32" (P.B. 2, PG.32 M-D.C.R.) THE NORTH ONE-HALF OF TRACT B,OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. THE SOUTH ONE-HALF OF TRACT C, OF"RAVENSWOOD HEIGHTS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE 6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. THE NORTH ONE-HALF OF TRACT C, OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31,AT PAGE6, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. TRACT D, OF"RAVENSWOOD HEIGHTS",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31, AT PAGE6,OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, Lajoie, Corinne From: Braun,Craig <Craig_Braun@sheriff.org> Sent: Wednesday, September 04,2019 11:37 AM To: Lajoie, Corinne Cc: John Beach; Braun, Craig Subject: Outboard Dynamics LLC PZ log No: SP-79-19 Corrine: I spoke with Mr. Beach(architect forthe Outboard Dynamics Project 3998 SW 22 Ave.) today, in regards to the SP-79- 19 comments(2"d review)that were to be corrected prior to public hearing. The DRC second review meeting which was held back on 7-25-2019. Fire is now satisfied,with their submission corrections for the project, all issues have been properly addressed. Their site plan submission now complies with the Fire Code and can move forward. Professionally, Craig Braun Craig Braun, Fire Prevention Officer Broward Sheriff Fire Rescue & Emergency Services Dept. Dania Beach District 103 W. Dania Beach Blvd. Dania Beach, Florida 33004 Tel: 954-342-4262 Fax: 954-342-4265 crain braunA-sheriff.org The largest dual accredited public safety agency in America Great~. 19 Eudkm mk wdy Please note that Florida has a broad public records law,and that all correspondence sent to me via email maybe subject to disclosure. 1 Lajoie, Corinne From: Ryan St.George <Ryan.George@metriceng.com> Sent: Tuesday,August 20, 2019 12:58 PM To: gabriela@themirrorofparadise.com; Lajoie, Corinne Cc: john@vickarch.com; robert@vickarch.com;sgmoraitis@bellsouth.com;Jacob Ripp Subject: RE:Outboard Dynamics Attachments: Outboard Dynamics Landscape Plan Resubmital 08.19.19(no color plan page).pdf Gabriela, Thank you for making the change. I see the 18th tree added to the NW corner of the property. Corinne -this one is good to go now. Landscape approves of the current/attached plans. Regards, Ryan St. George South Florida Environmental Services Manager 13940 SW 136th St,Miami, FL 33186 Office: (305) 235-5098 ext 119 Mobile: (954) 668-8244 Fax: (305) 251-5894 Ryan.stgeorge@metriceng.com www.metriceng.com -----Original Message----- From: Gabriela Fojt<gabriela@themirrorofparadise.com> Sent: Tuesday, August 20, 2019 12:15 PM To: Ryan St. George<Ryan.George@metriceng.com> Cc:john@vickarch.com; robert@vickarch.com; sgmoraitis@bellsouth.com Subject: RE: Outboard Dynamics Good morning, All requested corrections have been addressed. I attach the reviewed plans again(Jacob - I added one more tree for islands- planted out as we don't have physically a couple of islands and the 18th tree for mitigation). I was referred to ask you to send,please,an email to Corinne Lajoie at the city standing that the landscape part has been approved. This is the way she wants to proceed. The email is clajoie@daniabeachfl.gov. Thank you both, it was a pleasure working together. Gabriela Fojt On Wed,August 14, 2019 7:47 am,Jacob Ripp wrote: . 1 > Good morning Gabriela, > One quick thing I noticed while reviewing the plans is that in the > chart on LP-2 and in the calculations on DT-2, it shows that you are >proposing > 18 mitigation trees, however,the plan only shows 17 and the plant > schedule on LP-2 only shows an excess of 17 trees. Can you clarify this? > Other than that I had no issues with the revised plans. > Many thanks, >Jake Ripp > Environmental Technician > [Metric Logo for Email Signature (2)] > 13940 SW 136th St, Miami, FL 33186 >Office: (305)235-5098 ext 102 > Mobile: (563) 380-6211 >Fax: (305)251-5894 >Jacob.Ripp@metriceng.com<mailto:Jacob.Ripp@metriceng.com> >https://nam04.safelinks.protection.outlook.com/?url=www.metricen .com& > amp;data=02%7C01%7Cryan.george%40metriceng.com%7C93dc6O5993d44aadl8840 > 8d7258c29b4%7C785e3720537e4b6Oa99519d9c7bf39dc%7C1%7CO%7C6370191563350 >95260&sdata=Nb6dbLoVrX%2FFGJ%2BKcjvLe7DU26GYsJT5ZeEN4oKcAeY%3D&amp > ;reserved=O<https://namO4.safe]inks,protection.outlook.com/?url=http%3 > A%2F%2Fwww.meta•iceng.com%2F&data=02%7C01%7Cryan.george%40metriceng > .com%7C93dc605993d44aadl88408d7258c29b4%7C785e3720537e4b6Oa99519d9c7bf > 39dc%7C1%7CO%7C637019156335095260&sdata=g3WCjmyYpNwvCENKgrrEROWrMe >Jzn I twpwBcw%2F6HeUc%3D&reserved=O> > > From: Gabriela Fojt<gabriela@themirrorofparadise.com> > Sent: Wednesday, August 14,2019 7:50 AM >To: Ryan St. George<Ryan.George@metriceng.com> > Cc: Jacob Ripp <Jacob.Ripp@metriceng.com> > Subject: Re: Outboard Dynamics >Thank you Ryan! It's good to know that there is some progress at least. > Thank you ! > Gabriela > Get Outlook for > iOS<https://aka > .ms%2FoOukef&data=02%7C01%7gacob.Tipp%40metriceng.com%7Ccead910f7f7c4 >45d >4b4eO8d72ObOdOdb%7C785e3720537e4b6Oa99519d9c7bf39dc%7C1%7CO%7C63701381 2 > 612 > 7750469&sdata=OzcOTscHYhypvD8j3nH1y7CXOsD3A%2FH8e7eQXp%2Fg34U%3D&reser > ved > =0> > On Wed, Aug 14,2019 at 7:22 AM -0400, "Ryan St. George" > <Ryan.George@metriceng.com<mailto:Ryan.George@metriceng.com>> wrote: > Good morning Gabriela, > Yes,we received your message. Should have our review of your updated > material completed either later today or first thing tomorrow. > Apologies for the delay. > Regards, > Ryan St. George > South Florida Environmental Services Manager [Metric Email Logo] > 13940 SW 136th St,Miami, FL 33186 > Office: (305) 235-5098 ext 119 > Mobile: (954)668-8244 > Fax: (305)251-5894 > Ryan.stgeorge@metriceng.com<mailto:Ryan.stgeorge@metriceng.com> > https://nam04.safelinks.protection.outlook.com/?url=www.metricen .com& > amp;data=02%7C0I%7Cryan.george%40metriceng.com%7C93dc605993d44aad18840 > 8d7258c29b4%7C785e3720537e4b60a99519d9c7bf39dc%7CI%7CO%7C6370191563350 > 95260&sdata=Nb6dbLoVrX%2FFGJ%2BKcjvLe7DU26GYsJTSZeEN4oKcAeY%3D&amp > ;reserved=0<http > %3A%2F%2Fwww.metriceng.com%2F&data=02%7C01%7Cjacob.ripp%40metriceng.co > m%7 > Ccead910f7f7c445d4b4e08d720bOdOdb%7C785e3720537e4b60a99519d9c7bf39dc%7 > CI% > 7CO%7C637013816127760468&sdata=iSh7stPkSTxSBFkg2R3D8iGhpxuiG21YEKgbCg% >2Fu > AeY%3D&reserved=O> > From: Gabriela Fojt > <gabri ela@themirrorofparadise.com<mai Ito:gabrie la@themirrorofparadise. > corn > Sent: Friday, August 09, 2019 11:32 AM > To: Ryan St. George > <Ryan.George@metriceng.com<mai Ito:Ryan.George@metriceng.com>> > Subject: Outboard Dynamics 3 > Good morning! > >Just to ask you if you received my email with corrections to this >project?The architect is pressing over me because he needs the > projects finished to send to people doing the rendering. They are > resubmitting the 19th of this month. > Thank you > Gabriela Fojt, ASLA, PLA >The Mirror of Paradise > c: 954 478 3064 > https://nam04.safeliiiks.protection,outlook.conV?url=www.florida- landscape.com&amp data=02%7C01%7Cryan.george%40metriceng.com%7C93dc605993d44aad188408d7258 c29b4%7C785e3720537e4b60a99519d9c7bf39dc%7C 1%7CO%7C637019156335105254&sdata=RNahD9 �11nGTsoMT63amPARfskxyWor09QW9Cm5o0%3D&reserved=0<https://nam04.safel inks.protection.o utlook.com/? >url=http://www.florida-landscape.com&data=02%7C01%7Cjacob.ripp%4 > Ome > triceng.com%7Ccead910f7f7c445d4b4e08d720bOdOdb%7C785e3720537e4b60a9951 > 9d9 > c7bf39dc%7C1%7CO%7C637013816127760468&sdata=kSU2xMa4TmjsRXTlufLuYdMH1G >Ft0 > 7kklmYlZiMhB4I%3D&reserved=O> > 3924 N Ocean Blvd > Fort Lauderdale,FL 33308 > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of > the > individual(s) named above. If the reader of this message is not the > intended recipient, you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If >you have received this communication in error, please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of >the > individual(s) named above. If the reader of this message is not the > intended recipient,you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is > privileged and confidential information intended only for the use of >the 4 > individual(s) named above. If the reader of this message is not the > intended recipient,you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. > Attention: The information contained in this E-mail message is >privileged and confidential information intended only for the use of > the > individual(s) named above. If the reader of this message is not the > intended recipient, you are hereby notified that any dissemination, > distribution or copy of this communication is strictly prohibited. If > you have received this communication in error,please contact the > sender by reply E-mail and destroy all copies of the original message. Thank you. Attention: The information contained in this E-mail message is privileged and confidential information intended only for the use of the individual(s) named above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution or copy of this communication is strictly prohibited. If you have received this communication in error,please contact the sender by reply E-mail and destroy all copies of the original message. Thank you. Attention: The information contained in this E-mail message is privileged and confidential information intended only for the use of the individual(s) named above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution or copy of this communication is strictly prohibited. If you have received this communication in error, please contact the sender by reply E-mail and destroy all copies of the original message. Thank you. 5 Lajoie, Corinne From: engineering Sent: Sunday, May 26,2019 6:19 PM To: Lajoie, Corinne Cc: Engineering Review Subject: SP-79-19 Outboard Dynamics, LLC -Traffic Statement Corinne, I have completed my review of the traffic statement and I concur with its methodology and findings. Accordingly, I accept the traffic statement provided. Thank you, Curt A. Keyser, P.E. Acting City Engineer ( City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH Phone: 954-924-6800 x3615 I Fax: 954-923-1109 S4RI(LR'F l ItY+E 11. 1 11 DANIA BEACH SEA IT.LIVE IT.LOVE IT. September 16, 2019 PZ Log No: PL-128-19 Outboard Dynamics(15t Review) Engineering Comments Tier 1. 1.-Please, provide copy of Unity of Titles, plat, re-plat,easement(s)and/or dedication(s) recorded prior of issuance of Building permit(as Applicable). Please,it shall be recorded in the Broward County Public Records.Verify in proposed Plat what Lots/Parcels are involved Parcels 1,2,3,4,5,into just only Parcel A? 2.-Shall submit proof of Plat Submittal to the BC Development Management Division. 3.- Please provide location of off-site water and sewer lines,proposed connection location,and route the lines will take. 4.-Clarify on SW 22"d Ave.and Ravenswood ROW condition of Utility/Driveway Access connections, any additional Easement/Dedication with Broward county and City's Public Works. 5.-Provide complete Site Plan and a full set of Preliminary Civil plans with details and cross sections, Drainage Calculations and Geotechnical Information,P.G.D., P.M.S.,WA S., E.S.C., including Demolition,Staging Plans. 6.-Per Sec. 605-30(k).A memorandum of agreement summarizing the traffic study's proposed project— specific methodology, including any deviations from guidelines contained in the Recommended Practice, must be approved by the Community Development Director prior to preparation of the Study. A traffic impact study is required to supplement a development application that,if approved,would generate in excess of fifty(50)gross peak hour trips, provide a Traffic Statement/Report based on applicable trip generation rate(s)in the ITE-Institute of Transportation Engineers'Trip Generation manual, most recent edition. 7.-Provide in survey C1 measurement, acreage and Type of Flood Zone-Base Flood Elevation on Notes. For ease of review, please reply to each line comment and Reference drawings and/or backup documents provided. Additional comments may apply. Engineering Reviewer: Manny Vega, PE Consultant,CAP Government engineeringreview@daniabeachfl.gov DANIA BEACH SEA IL LIVE IT LOVE IT. CITY OF DANIA BEACH COMMUNITY DEVELOPMENT DEPARTMENT COVER LETTER To:johnsavickarch.com/sgmoraitis@bellsouth.net From: dlozandier@daniabeachfl.gov Date: 7/18/2019 Re: Outboard Dynamics 2"d Review Dear Applicant: Please find attached the comments regarding your site plan project together with the agenda for the Design Review Committee meeting. Your slotted time for the meeting will be held on Thursday,July 25, 2019 at 9:00 A.M. Should you have any questions, please contact Corinne Lajoie at 954-924-6805 X3704 or Daniel Lozandier at 954-924-6805 X3793. Thank you. cc: Daniel Lozandier, Planning Associate, dlozandier@daniabeachfl.gov Corinne Lajoie, Planning & Zoning Manager, cchurch@daniabeachfl.gov Muriel Bryan, Planner, mbryan@daniabeachfl.gov Rickelle Williams, CRA Executive Director, rwilliams@daniabeachfl.gov DeAndre Spradley, Economic Development Manager, dspradley@daniabeachfl.gov Craig Braun, Fire Prevention Officer, Craig_Braun@sheriff.org Manny Vega, Engineer, engineeringreview@daniabeachfl.gov Jacob Ripp, Arborist, dania.trees@metriceng.com BROWARD SHERIFF'S OFFICE Department of Fire Rescue & Emergency Services , Fire Marshal's Office Dania Beach District 103 West Dania Beach Blvd. - Dania Beach, Florida 33004 Office: (954)342-4262 - Fax: (954)342-4265 SITE PLAN REVIEW COMMENTS Date: 7-15-19 Site Plan No.: SP-79-19 Time Required For Review: 1 hr Project: Outboard Dynamics LLC Sq. Ft. 21,300 Plan Reviewer: Craiq Braun Fire Prevention Officer/ Plans Examiner ❑Approved As Submitted ❑Denied []Approved With Conditions ®Comments Must Be Addressed and Resubmitted Prior to City Commission Meeting Deficiencies were identified on your plan during our plan review process. Please provide the following: 1) Site plan page SP-1 does not match the civil engineering water and sewer plan. 2) The fire hydrant between buildings 1 &2 needs to be placed on the other side of the street adjacent to the FDC. 3) Although the revised SP-1 shows the future intent of fire sprinkler risers to both buildings 1 &2. It shall be understood that FDC for both buildings shall not have the Siamese connection installed on the pipe above grade, but rather a cap on the piping above grade, until such a time that these buildings are actually provided with a fire sprinkler system. In addition, the underground piping from the point of service including the underground piping to the FDC below grade shall be subject to meeting the requirements of hydrostatic 2 hr/ 200 lb. pressure test and a re-evaluation of the UG pipe for any signs of deterioration, MIC, or obstruction of flow/Corrosion etc. as well as new signed, dated, & stamped, professional designers submission of adequate fire flow demand calculations and fire hydrant flow testing. Landscape Plan Review: Outboard Dynamics LLC PZ Log Number:SP-79-19 Review Number: 2 Reviewer:Jake Ripp Date:July 18,2019 DANIA BEACH SEA IT.LIVE IT,LOVE IT. The following updates and clarifications to previously issued comments are based on an additional review of the landscape plans dated July 5, 2019, for the property located at 3998 SW 221d Ave, Dania Beach,for compliance with the City of Dania Beach Code of Ordinances. INFORMATIONAL NOTES: L Please provide a point-by-point response to each of the below comments. ii. Feel free to contact Jake Ripp at (305) 235-5098, (563) 380-6211, or jacob.ripp@metriceng.com for an interim review prior to your next official submittal, to expedite your landscape plan approval process. iii. Once landscape plans are finalized,a PDF copy must be submitted via CD or email. COMMENTS: 1. The arborist report did not include all specimen trees to be removed.A specimen tree, as defined by the City, is any hardwood or conifer that has a DBH of 18 inches or greater and any palm with a minimum of 6 feet of clear wood and a DBH of 12 inches or greater. Several trees and palms such as the avocado tree,strangler figs, and cabbage palms need to be included in the arborist report. Weeping fig is an exotic ficus and not eligible for specimen protection. 2. Specimen trees are mitigated solely by the specimen appraisal value and not by canopy replacement. Remove the canopy of the specimen trees from the canopy mitigation calculation. 3. The replacement tree price in the specimen tree appraisal formula must be the average of three published prices of a common, native, locally available Category 1A tree (a minimum of 16 feet in height). Provide the sources that a Category 1A, not a Category 113, tree is$125.The City's current estimate for trees that meet the required height and DBH requirements for 1A is$800. a. Note that Category 113 trees should be used for non-specimen canopy mitigation calculations.This comment is specific to non-specimen trees. 4. Two non-specimen trees, i.e.tree 17 and 22, were included in the report as specimen trees but do not meet the minimum 18" DBH requirement in the City's code. Remove these trees from the specimen tree appraisal and mitigate by canopy. S. Per Sec. 825-140(C)(2), the lowest location score a specimen tree can receive is .5. Increase the score of tree#30 to the minimum of.5. 6. The canopy of dead trees(P1, P2, P3) does not need to be mitigated. Update the disposition plan and mitigation calculations accordingly. 7. Per Sec.825-100(A)(5), new developments are required to have an additional 50%tree replacement for all non-fleppc and specimen trees.This 1.5 multiplier must be added to the total specimen value of trees to be removed and the canopy of all non-fleppc species to be removed. 8. The proposed landscape design uses category 2 and 3 trees in place of the category 1 trees throughout the site due to airport height restrictions. a. With a variance request,the City typically requests a form of compensation to make up for the function/intent of the code section that cannot be met. Describe what alternative design element(s) are being proposed to compensate for the reduced functions provided by smaller Category 2 and 3 trees. b. Provide a variance for Sec. 275-190 for the quantity of shade trees compared to intermediate,small trees,and palms. c. Provide a variance for Sec. 275-120 for utilizing trees under 16 feet in height for perimeter buffer trees 9. The current calculation for perimeter buffer trees at 1 tree per 40 linear feet is a calculation used for category 1 trees.Since smaller trees are being used,the spacing can be reduced and still comply with spacing requirement outlined in 275-190(H). 10.The proposed tree spacing for the two southern VUA terminal parking peninsulas is insufficient (between the dahoon hollies and the silver buttonwoods). Per Sec. 275- 190(H)(2), non-shade trees must be spaced a minimum of 15 feet from other trees. 11. Provide the canopy spread (in feet)for each tree on the tree disposition table. END OF COMMENTS DANIA BEACH SEA IT.LIVE IT.LOVE IT. CITY OF DANIA BEACH DER,=MENT OF PUBLIC SERVICES July 171h,2019 Engineering and Public Services Comments Outboard Dynamics LLC SP-79-19 (2nd Review) Tier 1• 1.- Please, provide copy of Unity of Titles, plat, re-plat, easement(s), vacation(s) and/or dedication(s) recorded prior of issuance of Building Permit (As applicable).Shall be recorded in the Broward County Public Records. The project will need to be re-platted and recorded with Broward County due to the age of the current plats. The Building permit will not be issued until completion of the platting process. Verify if Utility easement to be vacated and along SW 22"d Avenue has a 25' easement/ROW. R: Acknowledged. Verify 25' ROW dedication shown on SP-I and new relocation of 5' and 10' Utility Easement at the South of Parcel 2 and on the West of Parcel I respectively. Verify, on the North area of the property 10' Utility Easement running along the swale area/curb. Proposed dedication to the City. 2-.- Per Sec. 605-30(k). A memorandum of agreement summarizing the traffic study's proposed project—specific methodology, including any deviations from guidelines contained in the Recommended Practice, must be approved by the Community Development Director prior to preparation of the Study. A traffic impact study is required to supplement a development application that, if approved, would generate in excess of fifty (50) gross peak hour trips, provide a Traffic Statement-Estimate Report based on applicable trip generation rate(s) in the ITE - Institute of Transportation Engineers' Trip Generation manual, most recent edition(l0th Edition). Traffic Impact Study shall be based latest editions of the following: Transportation Impact Analyses for Site Development: An ITE Recommended Practice, 2010; the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook; the 2014 Broward County Comprehensive Plan—Transportation Element; the City of Dania Beach Land Development Code and other related published literatures. Traffic Study/Statement with its methodology was provided pending review and approval by City Engineer. A copy of a Traffic Statement was provided by TrafTech Engineering, Inc. pending approval by City Engineer. R: Traffic memo prepared by Trafrech has been submitted. We are awaiting statement from the City Engineer. Request for statement was emailed to eneineerineAdaniabenchfl.aov on 06/17/2019. 3.-Please, provide copy of Boundary and Topographic Survey dated, signed and sealed by a Florida Registered Professional Land Surveyor showing all existing Utilities and PGD plans including elevations of adjacent streets SW 22"d Ave and Ravenswood Road. Copies of survey showing separate parcels were provided but it needs to be provided all the unified parcels as a whole similarly as shown in Page 2 out of l O.In survey missing to be identified PL, ROW lines, dimensions e.g. East of Parcel 1. R: Acknowledged. 4.- Site Plan SP-01 was provided missing FDOT Index 546 Visibility Triangle at entrance of driveway neither on civil plans. Identify PL,ROW, lines and dimensions on Civil Plans. R: A sight triangle per FDOT Index 546 has been added to the Signing and Marking Plan.All property lines and right of lines are identified with stacking at building 2 increased to 25'to meet code. Stacking at Building 3 increased to 17'-10"if measured to property line, however the distance is 32'-10"edge.The two way access road is dimensioned at 25 feet. The stacking distance of 17'10" is not in compliance.It may need a variance,please confirm with Corinne Lajoie.The requirement for sidewalk along SW 22"d Ave, has not been finalized between the City and Owner as of this date.(Pending to be achieved) Please,verify point of location/intersection and distances of dl=350 and dr=225 including speed. BC and City Public Works Access driveway permits for Ravenswood Road and SW 22"d Ave. must be provided prior to issuance of Building Permit. 5.-A proposed preliminary Paving,Grading and Drainage was provided on Page 3 .Please provide copy of Drainage calculations including the Geotechnical Report to support proposed Drainage system and grading layout.Verify notes on plans for NGVD and NAVD 1988. Also,25— 100 Years -3 Days Rainfall. Re visit your proposed HE of Building 1 at 8.00'NAVD having a Flood Zone AH(6.00)and other buildings with higher elevations shown in SP-1. Sec.265-110(6)A minimum stacking area of 25 feet is required between the property line and the entrance to the first stall. Se. 265-150(E)(3)Minimum access width dimensions at the street of(Two Way). Twenty-five(25) feet. Provide roof drainage connections. R: The floor elevations for this site are not finalized.Although two finish floors are below the 100 Year 3 Day elevation, this site is exporting storage.We need to prove that the"Volume of useful storage available to the Basin. Preliminary copy of Surface Water Management Calculations was provided with Geotechnical Report, showing only Post and Pre Development calculations but missing 10 Year— 1 Day Rainfall and Elevations of Pre are lower than Post.Missing Cascade reports with no discharge. On sheet 3/8 was shown 100 Year—3 Day and 10 Year— 1 day at 5.5' and 3.5'NAVD.Please re-visit calculations.Please,Clarify what Detention and Basin areas. 6.-Preliminary Utilities—Water and Sewer—Plan was provided in page 4 missing points of connections e.g. tee,etc. and FDC(If Applicable). R: New connection to the Building,if any,will be provided at the time of Permit Application. Clarify 4"DIP WM connection. Identify points of conflict between utilities and drainage system. Verify private lift Station. R: Points of Conflict are not indicated on the plans.We will add these conflicts for the next review. BC and City Utility Connection permits must be provided prior to issuance of the Building Permit. 7.-Provide drawing file(dwg or dgn)disk of the approved site plan in Florida State Plane Coordinate (NAD 83). This should be addressed as part of the Final Submittal. R: We have not yet added State Plane Coordinate Values to the Water,Sewer,and Drainage facilities on the Plans Tier 2• 1.-Identify ROW lines and dimensions on SW 22"d Avenue and Ravenswood Road Please,clarify driveways encroaching into SW 22"d Ave. Verify, if 5' Utility easement are going to be vacated and if proposed easements are going to be required. R: All Property Lines and Right Of Way Lines are identified. Missing in Civil Plans. 2.-Identify in Civil drawings geometric dimensions like width of driveways aisles, loading parking, proposed turn around areas and others. 3.-Provide cross sections of proposed ROW on all the surrounding streets. 4.-Provide copies of approved permits from City of Dania Beach,Broward County and FDOT for driveway(s) access and utilities connections(As applicable). 5.-Provide Maintenance of Traffic(MOT)Plan by the General Contractor.This will be required if Improvements or cuts on The ROW are required for Utility connections. 6.-A complete Paving,Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Provide Drainage Structures Tables. 7.-Provide drainage calculations and geotechnical information supporting the proposed drainage design including its connection with existing system. 8.-Provide a copy of pre—and-post development storm-water management and drainage calculations.The City specifically needs the following information: I0-year,25-year,and I00-year 24-hour and 72-hour flood stage elevations respectively. 9.-Provide an on-site drainage system—plan-along with storm-water management calculations (signed and sealed by a registered professional engineer).The calculations shall show how the minimum road crown and finished floor elevations are met,and how the 25-year,3 day storm event is maintained onsite with zero discharge to the ROW and adjacent properties. The site must store at least the 25-year,3 day event onsite with NO EXECPTIONS. 10.-Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum paving elevations from drainage calculations. I I.- Storm-Water quality design shall be provided in the amount of 2.5 inches times the percent impervious or the first 1 inch of rainfall over the entire site whichever is greater. This calculation will be provided along with the updated complete drainage analysis for permitting. 12.-Provide location of building roof drains,and their proposed connection(s)to the on-site drainage system.(As applicable) 13.-Drainage shall adequate to protect rooms in new structures designed for occupancy from the I00-Year flood elevations based on FEMA. Show and identify elevation from drainage calculations. Provide copies of Broward County 100 Year Elevations and FEMA Flood Designations maps. 14.-Provide a complete Water and Sewer—Utilities-Plan, including any existing water main,force mains, gravity mains,etc. (Show all material&pipe sizes on the plan). 14.1.-Preliminary Utilities—Water and Sewer-Plan must be provided missing existing Water Main and Fire connections lines. Missing points of connection in water system and pending to be shown points of conflict between utilities(Minimum separation) 15.-Provide utility piping conflict details plan,along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water services lines. 16.-In compliance with Article 805.CONCURRENCY OF DETERMINATIONS of the City Code of Ordinances, applicants shall provide projected water demand,sewage and solid waste generation amounts in tabular format—utilities—plan. Please provide calculations to support tabular projected generation amounts. 17.- Backflow preventers should not encroach on sidewalks. 18.- Show also all existing and proposed utilities on the landscaping plans for potential conflicts and also Sight visibility triangle. 19.-Provide a Complete Pavement,Marking and Signage Plan with details. Preliminary plan provided,pending complete PMS plan to be provided. 20.-Provide a complete Erosion and Sediment Control Plan. A preliminary plan was provided. 21-Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities, and neighboring water bodies. 22.-Provide a proposed "Staging Plan" including employee parking,material storage, etc. Staging Plan will be submitted at time of construction. Only is going to be required or needed if construction activity can't be contained on site. 23.-Provide location of Building roof drains,and their proposed connection(s)to the onsite drainage system. 24.-Provide ADA parking,access/driveway, and sidewalks/ramps in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons"and latest edition of"Accessibility Requirements Manual"by Department of Community Affairs, Florida Board Building Codes and Standards,and in accordance with Americans with Disability Act(ADA). Be advised that ADA van accessibility for structured parking garages(including automated parking)shall be provided as appropriate and consider the taller specialized ADA vehicles. 25.-Contractor shall provide, before issuance of C.O.,to the FOR and City of Dania Beach "hard copies and CD with As-Built drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a Florida Registered Professional Land Surveyor. 26.-Provide regulatory agencies' approval documentation(as applicable)as part of the final submittal(FDOT, Broward County Surface Water License,Broward County Health Department Permit,EPD,etc.) For ease of review, please reply in writing to each line comment, reference page number and backup documents provide. Additional comments may apply. Engineering & Public Services Reviewers: Manny Vega, PE Curt Keyser, PE Consultant,CAP Government Acting City Engineer/City of Dania Beach engineeringreview@daniabeachfl.gov engineering@daniabeachfl.gov@daniabeachfl.gov Site Plan Outboard Dynamics SP-79-19 7-17-19 Zoning designation= ]ROM-AA FLU designation = Industrial REVIEW COMPLETE BY Corinne Lajoie(954)924-6805 X 3704 2"d review SITE PLAN COMMENTS: (1) LOGations and dimeniSions of All existing and pwposed Fights of way and dediGations, dispesitier+. 2. APPLICATION: Confirm application was properly completed, signed, and proper application fee was paid. 3. Must submit application, application fee, justification statement based on criteria identified in the LDC, and any other documentation necessary for all Variances, Special Exceptions, Waivers, Design Variations, etc needed for the project at time of Site Plan Submittal. Failure to do so will result in delay of the project. Submit Plat application, site plan cannot proceed to public hearing without the plat, variance& exception applications running concurrently. 2""time requested. 4. RIGHT-OF-WAY: Identify if R-O-W dedication is required for SW 22 Avenue. 5. UTILITIES: Identify projected water, sewer and solid waste demand for the project. Must provide documentation from Public Services.or Broward County as applicable, stating capacity is available to meet the groiected demands prior to public hearing. 6. IMPACT FEES: Impact fees that will be required for the proiect at time of permitting are attached. The proximity to the airport will be required FAA/EGAD review and approval. (building .. 9. PARKING. - - Loading spaces cannot be counted toward required parking. Revise "Stalls Provided"from 36 to 35. 10. PARKING. Sheet SP I "PaFkiAg Data" ideRfifies 43 paki led, only 42 spaGer. PFGyWed. gly- 11. PARKING. Per Section 265-110(C)(6) "When a row of parking stalls is immediately adjacent to a driveway, a minimum stacking area of 25' is required between the property line and the entrance to the first stall" • Parking for BuWding 7 n video 17'setbank • Parking for Building 3 provides appreximatefy-7' 17'10" setback. Request a variance. A variance request requires submittal of an application, an application fee of$2,000 for each requested variance, and a written justification statement addressing the variance criteria identified in Sec. 625-40 of the City's LDR's. Must be addressed with next submittal. Revise accordingly. iet: 15. Provide minimum bicycle parking requirements identified in Section 265-51. 444 data table, identify requiredippovided a show location on site plan. I see bubbled note but do not see the location of the bike rack on the site plan. Clarify. 17, Industrial Design Standards, per Section 511-30, the following provisions appear to not be in compliance with proposed development, or inadequate information was provided. aFGh4eGtural design that*F;G9FpeFates rhythm--*A fawm. and- (I) Glass windows and doors must make up at least twenty-five (25) percent of the primary elevation and ten (10) percent of the secondary elevation. On ground stories, the minimum required glass fagade area shall be measured between a height of two and one- half (2.5) feet and eight (8) feet above the abutting grade. Building 2, west elevation provide window percentage. Building 3, west elevation does not meet 10% requirement. Revise accordingly to meet code requirements or request an Exception Request an Exception to waive the requirements of this section. Submit an application along with $500 application fee, and criteria statement addressing the criteria identified in Section 511-20(B). Awn'-slup Af roof The wst4 (4f "AArth tApe" 9F light pastel G____ __ -_--raged SeFAI tFaAsparem Wars ;A PROA4 e--9verhaRgs e--Resesses/prejestieas e--Af6ades e —Ames (P) A minimum distance of eight (8) feet shall be maintained between the front of any building, including any walkway immediately adjacent thereto, and the parking area. This space is to be reserved for landscaping, either existing or planned, and is required to have a minimum three (3) foot wide strip for plant material. No such space is required at the sides or rear of the building unless there is an adjoining residential use. This requirement is not applicable within the CRA form-based zoning districts. Zero feet of landscaping is provided on building frontage. Revise to meeting code requirements or request an Exception. Request an Exception to waive the requirements of this section. Submit an application along with $500 application fee, and criteria statement addressing the criteria identified in Section 511-20(B). 18. Must provide latest revised set of plans on disk prior to going to public hearing. 19. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. Speak with Eleanor Noreana at (954) 924-6805 X 3645. 20. The applicant is encouraged to contact neighbors adjacent to, as well as condominiums and neighborhood associations to advise of this property. Please provide acknowledgement and/or documentation of any public outreach. 21.Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing. 22. Please e-mail resolution and legal description, prepared by an attorney, for development approval in word format to claioieCc_>daniabeachfl.gov four (4) weeks prior to public hearing. 23. Must provide mailing list and labels for property owners within 450' of the development site to Community Development, consistent with regulations identified in the City's Code of Ordinances, Chapter 28, Section 610-30. The labels are needed 30 days prior to public hearing, information must be no older than 60 days. The City will prepare and mail the notices. 24.Applicant must provide the results of a Municipal Lien Search Request from the Finance Department stating that there are not outstanding Code Violations or Liens on the property prior to the item being scheduled for a public hearing. The statement must be no older than 90 days prior to the public hearing date. Per Section 680-40, any property with outstanding Code Violations or Liens shall not be schedule for public hearing. The form is available on the City's Web site, cost$100 and takes 5 days to process. 25. Per 0-2017-022,for properties over an acre in size, the applicant must obtain and post property signs in accordance with the NEW City requirements. Please see the end of this document for guidelines. 26. Per 0-2017-027 & 0-2018-019, commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way, 25% along local roads & must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. when adjacent to ROW. Provide screen detail with next submittal. 27. Must construct sidewalk along SW 22 Avenue. Identify on site plan. 2Id time requested. 28. Bwi4ng 3 appears to have entFy gates. ldeRtif�!GGatioR and sate plan and pFevido detAil 30. Per Section 275-100(B) "All landscape areas within the vehicular use area or abutting landscape areas shall be protected from vehicular encroachment through appropriate wheel stops or curbs." Identify location of such curbing on site plan-and-pFGvide-deW. Curbing must be type "D" or"F". 2"d time requested. 31. Per Section 22-5 curb cut is limited to 30% of lot frontage on ROW. On SW 22 Avenue 30% = 58.2'; 91' proposed. See regulations & city engineer for mitigation requirements. 32. In Date Table identify permitted/provided building height. Per Section 20510 maximum building height allowed is 6-stories/62'. Revise Building Information table accordingly. 33. PeF SeGWR 290 50(g)PFavide pedestFian aoGess,rnaze style. PFGV;de details and show OR Site PlaR. 34. DUMPStOF gate6 Gannot 6WRg ;RtG requiFed dOve aisle. ReplaGe swing gates with railing qater. 9F R;eve 35. Provide dedication language for review by City Attorney prior to public hearing and recordation. 36. Confirm total site area is after ROW dedication. NOTES: • Application fee pays for only 2 reviews of the project. Additional review by staff will require additional payment. • Continuous and on-going site inspections will be conducted by staff throughout the entire building process. • FLOOD PLAN: Finished floor elevations, per Article 220-10(C) All structures shall be constructed with a lowest FFE of at least 1 foot above the 100 year flood elevation. Identify on plans. • Prior to submittal of a building permit, please contact the Building Official (954- 924-6085 X3650 to schedule a pre-application meeting. r`V} CITY OF DANIA BEACH IMPACT FEE SCHEDULE According to the adopted City Ordinances and Resolutions listed below, all new development is subject to City and County impact fees. These fees help pay for the construction or expansion of roads, mass transit, schools and parks that are needed as a result of the development's "impact."These fees are assessed when construction plans are submitted for approval and included in your building permit invoice. Below is a schedule of the City of Dania Beach's impact fees. Additional impact and concurrency fees may be charged by the County, please contact one of the planners with Broward County Development Management(954-357-6666) to request an Impact/concurrency fee estimate. TVDG Fee Recreation and Open Space: Single Family/Townhouse $1,825 per unit Multi-Family $1,364 per unit Mobile $1,140 per unit Traffic Mitigation: (RAC only) $21.26 per PM peak hour trip Administrative: $.16 per sq.ft. Police: $.184 per scift Fire: $.389 per sq.ft For any questions regarding water& sewer impact fees, please contact the Public Services Division at 954-924-3740. City Ordinances and Resolutions: Water& Sewer Impact Fees- Resolution 2012-002, Ordinance 2011-035 Administrative, Police& Fire - Resolution 2005-150, Ordinance 2005-037 Recreation and Open Space— Resolution 2014-071 Traffic Mitigation— Resolution 2014-049 M(Community Development Work FolderlGeneral formsIDB IMPACT FEE SCHEDULE--Revised 711312016