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Home My WebLink AboutR-2018-127 City Approving Site Plan (SP-047-18) And Variance (VA-046-18) Submitted By Prime Realty Capital, LLC For Property Located At 3251 SW 26th Terrace RESOLUTION NO. 2018-127 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-047-18), AND VARIANCE (VA-046-18) SUBMITTED BY PRIME REALTY CAPITAL, LLC FOR A PROPERTY LOCATED AT 3251 SW 26 h TERRACE 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, Prime Realty Capital, LLC ("Applicant") is requesting Site Plan (SP-047- 18) approval to permit the development of 48,150 square feet of Equipment, Machinery Sales and Rental Services with outdoor storage to be located at 3251 SW 26t' Terrace (the "Property") as legally described in Exhibit"A" attached hereto and made a part hereof; and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625, entitled "Variances", Section 625-40 states that the City Commission may grant a variance based on its determination that the Applicant has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested a Variance to permit a storage lot with a gravel surface for outdoor storage of equipment/machinery (VA-046-18) where Section 265-110(K) of the LDC requires storage lots for vehicles, boats and equipment to be surfaced with asphalt or concrete; 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- 047-18) and Variance (VA-046-18) 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. Section 2. Pursuant to Chapter 28 "Land Development Code," Part 6 "Development Review Procedures and Requirements,"Article 635 "Site Plan,"the following Site Plan(SP-047- 18), attached as Exhibit `B" which is made a part of and incorporated into this Resolution by reference is approved. Section 3. Pursuant to Chapter 28 "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 625 "Variances," the following Variance application(VA-046-18) is approved consistent with the Site Plan provided in Exhibit"B". Section 4. The approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. Identify fire lane locations and striping detail, demonstrated(Fire). 2. Identify"NO PARKING" sign locations and sign details demonstrated(Fire). 3. Show on plans striping and signs on the south side of the building on both sides of the road(Fire). 4. Identify locations of all post indicating valves or underground gate valves, Double Detector Check Valves, etc. (Fire). 5. A detail sheet accompanying the Civil Plans with the following details: a. Fire Hydrant Detail b. Bollard/Impact Protection Detail for Hydrants, FDC's & DDCV's c. Roadway Pavement Marker (RPM) Detail for Fire Hydrant Locations (Blue Reflective Markers) d. Post Indicating Valve Detail, where applicable e. Underground Gate Valve Detail, where applicable f. Backflow Preventor/ Double Detector Check Valve (DDCV) Detail, where applicable, that identifies the DDCV as being listed for Fire Use g. Signage Detail for the Fire Department Connections, where applicable (Fire). 6. Provide Address Detail (Fire). 7. Minimum Radio Signal Strength for Fire Department Communications — See details on the next page (Fire). 2 RESOLUTION#2018-127 8. Show sight-visibility triangle at all proposed driveways and/or ingress-egress, including on landscaping plan. Identify location on property lines of existing Five feet (5') or Six feet (6') wall. Verify location of 25' visibility triangles. Survey shows six (6') wall and site plan five (5') (Engineering). 9. Provide Maintenance of Traffic (MOT) Plan by a licensed Professional Engineer in the State of Florida (If applicable). It will be provided at time of Building and Engineering submittals for permitting (Engineering). 10. Provide drainage calculations and geotechnical information supporting the proposed drainage design. Provide copy of existing Broward County Stormwater Permit, SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit; taking in consideration among others in the complete drainage analysis, an increase in impervious areas on the East-West Northern and in 6" concrete pavement- gravel portions on the East-Southern of the site (Engineering). 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 (Engineering). 12. Be advised that the applicant shall not be authorized to connect the on-site drainage system to those within the public ROW of FDOT, BCHCED, and/or the City. Provide authorization as appropriate from FDOT, BCHCED, and/or the City for the existing and proposed connections between the on-site drainage system and public ROW. Clarify existing drainage system connection on the North to a manhole (Engineering). 13. Verify that Existing Asphalt and New Asphalt Pavement at driveway/entrance along drive aisles up to Gravel Outdoor Display/ Storage Area have adequate support for heavy equipment circulation; just 6" concrete pavement provided side to Gravel Outdoor / Storage area. Please clarify if existing concrete aprons are going to be demolished and replaced by Asphalt at main driveway and at entrance of outdoor display /storage area. Clarify, surface areas to be demolished and/or to remain — Conflict on plans (Engineering). 14. 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. Calculations and tabular generation amounts will be provide for permitting (Engineering) 15. Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Engineer. Pending to be requested (Engineering). 3 RESOLUTION#2018-127 16. Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities, and neighboring water bodies. Provided a preliminary plan on C-2 but missing neighboring water bodies and side of driveway (Engineering). 17. Compliance with all other final DRC Engineering comments are required prior to issuance of a building permit(Engineering). 18. The proximity to the airport will be required FAA review and approval (Planning). 19. 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(Planning). 20. 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 (Planning). 21. Provide a unity of title for all three (3) folio numbers (Planning). Section 5. That such application must be reviewed by Broward County Aviation Department. The point of contact is William Castillo, Airport Planner located at 220 S.W. 45 Street, Suite 101, Dania Beach, Florida, 33312, (954) 359-6100. Section 6. Pursuant to LDC Section 635-100 "Expiration of Site Plans," and Section 625-50 "Expiration of Variances," the Site Plan (SP-047-18) and Variance (VA-046-18) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit 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. 4 RESOLUTION#2018-127 PASSED AND ADOPTED on September 11, 2018. ATTEST: THOMAS SCHNEIDER, CMC VVMARA.JA S CITY CLERK QN�A �YOR o �s APPROVED AS TO FORM AND CORRECTNE- : geIISHED THOM S J. A S R CITY ATTO E 5 RESOLUTION#2018-127 Exhibit "A" Legal Description ALL OF PARCEL "H", RUNWAY LAKES III, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 156, AT PAGE 44, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, TOGETHER WITH A PORTION OF PARCEL "A", ISGETTE'S RUNWAY, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 158, PAGE 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, AND BEING ALL MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL "H"; THENCE SOUTH 00054'58" EAST ON THE EAST LINE OF SAID PARCEL "H", AND ON THE MOST EASTERLY LINE OF SAID PARCEL "A", A DISTANCE OF 292.11 FEET; THENCE SOUTH 88043'35" WEST, ON THE SAID SOUTH LINE OF SAID PARCEL "A", A DISTANCE OF 187.58 FEET; THENCE SOUTH 89°29'20" WEST, ON THE SAID SOUTH LINE, A DISTANCE OF 716.4 FEET; THENCE NORTH 00°54'58" WEST, A DISTANCE OF 284.18 FEET; THENCE NORTH 88°49'41" EAST, ON THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID PARCEL "H", AND ON THE SAID NORTH LINE, A DISTANCE OF 903.96 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: A PORTION OF PARCEL "A" OF "DJP AIRPORT WEST PLAT", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 178, AT PAGE 69 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL "A"; THENCE SOUTH 00053'44" EAST ALONG THE EAST LINE OF SAID PARCEL "A", A DISTANCE OF 199.57 FEET; THENCE SOUTH 88°30'15" WEST ALONG A SOUTHERLY BOUNDARY LINE OF SAID PARCEL "A", A DISTANCE OF 336.56 FEET; THENCE NORTH 00°53'44" WEST ALONG A LINE 336.54 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID PARCEL "A", A DISTANCE OF 202.66 FEET TO A POINT ON THE NORTH LINE OF SAID PARCEL "A"; THENCE NORTH 88029120" EAST ALONG THE NORTH LINE OF SAID PARCEL "A", A DISTANCE OF 133.97 FEET; THENCE NORTH 88°43'35" EAST ALONG THE NORTH LINE OF SAID PARCEL "A", A DISTANCE OF 202.58 FEET TO THE POINT OF BEGINNING. SAID LAND SITUATE, LYING AND BEING IN THE CITY OF DANIA, BROWARD COUNTY, FLORIDA. 6 RESOLUTION#2018-127 Exhibit "B" Site Plan (SEE ATTACHED) 7 RESOLUTION#2018-127 HERC RENTALS DANIA BEACH, BROWARD COUNTY, FLORIDA p�I ITS, 1 A� A �� DRAWING I DESCRIPTION COVERCOVER SHEET >. SURVEY RECORDED PLATS 1i1 4AD4. .i rt'194a.. �,..I� SP-1 SITE PLAN a i SP-1 LOCATION PLAN �¢'n�igL ��`59�•� .�� Y„_ C-1 PRELIMINARY DEMOLITION PLAN C-2 PRELIMINARY EROSION CONTROL PLAN C-] PRELIMINARY WATER AND SEWER PLAN C-4 PRELIMINARY PA NG GRADING AND DRAINAGE PLAN C-5 PRE UMINARY PA MENT MARKING AND SIGNAGE PLAN C-8 DE TAILS AND CROSS SECTIONS AO.S DUMPSTER OE TAILS T } I4 AM LIFE SAFETY FLOOR PLAN A2.0 EXISTING DEMOLITION FLOOR PLAN u }I' 1 A2.1 PARTIAL FLOOR PLAN A22 PARTIAL FLOOR PLAN d 6s"^ �'- -.4 t A2] PARTIAL FLOOR PLAN A4.0 RE ENDER RE EXTERIOR ELEVATIONS LOCATION OF PROJEC PROJECT LOCATION A+1 EXTERIOR ELEVATIONS I TO-I TREE DISPOSITION PLAN TD-2 TREE DISPOSITION LIST a ro—] TREE DISPOSITION NOTES A-I LANDSCAPEUSCAFE PLA LOCATION MAP N g VICINITY MAP NOT OTES TD$ E N LA-] LANDSCAPE DETAILS I' N j E1.0 ELECTRIAL NOTES AND SPECS 3 CITY OF DANIA BEACH E SITE LIGHTING PLP P E 4..2 SITE LIGHTING PHOTOMETRIC PLAN f TAMARA JAMES,MAYOR E1.3 FIXTURE SPECIFICATQNS BILL HARRIS,VICE MAYOR PREPARED FOR: CHICKIE BRANDIMARTE,COMMISSIONER HERC RENTALS INC. a i BOBBIE H.GRACE,COMMISSIONER 27500 RIVERVIEW CENTER BLVD. MARCO SALVINO,SR.,COMMISSIONER BONITA SPRINGS, FLORIDA 34134 e CRAVENENGINEERS N ANDNER ASSOCIAVEYORS ENGINEERS PLANNERS SURVEYORS � ]Xl N.W.$]RD STREET,EDRT IAVDERDALE,KOR.A]J]DB FAX:(951)]n-W09 i¢.:(951)'I]9-eWD florlee Pu.NOP V.866e9]6 snoROA umxo urmsnwE.wa.rzcmx[eusx[ss x><aaoDt Knowwhet'z b('IDW. CITY COMMISSION SUBMITTAL AUGUST 2,20M Call before you dig. rW_"._ CTA PROJECT NUMBER:18.0003 W2 PINNELLSURVEY,INC. ; i ENCROACHMENT NOTES: PROJECT ADDRESS:3251 S.W.26TH TERRACE >' PRUPEESIRNAL FURY FI'ORN ANO ZAPPERS iv DANIA BEACH,FLORIDA 8 wiw;zi z.s. i REMAINDER OF PARCEL xo rc: x rnaHie.wi OF "ISGETTE'S RUNWAY" P'0' s ° o°uswcss I (P.B. 158, PG. 18 B.C.R.) 3 .RaN.:f�R°eeim.�ra. Z �� `fre.) d �r `.'his,•— -- Y"mYn' P"1'=P•="'_ — .— _`� -_- _�.. N88'49'41"E 903.98' P 0 N D 3 m2 c, m 14, I 8 g aA _. ' a'. i m61 t A »m„ < .,. � a m A� / { ��`'pY ov 3�' � Koinsa � 'I Y T °.+ � �ARCEL"H" ,,,i- .�n. .��. ��.. •..4°.��,m .. �i ,.�.a �i ".....° �.... _`._ ..,:e"RUP WAY L S III" ro r. p� i z PG.�4 B.0 a PART OF PARCEL A" _: .. � ISGETTE'S RUNWAY - I^F �� I g ,(P B. 158. 18 B C R.) l' 15 '£"�C A\ "� lk ro - 1 STORY . C.B.S.AND FRAME �BUILDING ....,`589'28'20"W 582.43'(C) GRAPHIC SCALE P.0. p w� ,----:Y- —m 6�a•'— — n M � ji€ pa ne. LEGAL DESCRIPTION: PARCEL"A" OF A. GENERAL NOTES: "DJp AIRPORT WEST PLAT" » � `Y`.��.jai„°"a'm'"am„^,"'�"n<"m""e«,. "'„xn..umam (P.B. 178, PG. 69 B.C.R.) I � ,�iJ✓(z ALCOATN T I . M o Ilkj �. % Nm x.xoa n<e.o,axm .m."w.amee nz.mMemza LINE DATA: g I /f LI: N8843'35"E 15.00' $ $ j «J �` PORTION OF PARCEL "A" OF °om'3PN' Aa°e. _ .p1 nnI L2 S88'30'15'W 15.00' j "DJP AIRPORT WEST PLAT" 2 n. � pa w.wza j (P.B. 178. PG. 69 B.C.R.) .. ..�.I v'eR "..,,R ° xr� �;i.amamron. no„e�..e m •I 7!" \� )•' 3' % Y " °",`' "ec�'"':",,:.""I•"" Maw:n'a`°m°"'"O1 '"•" "" ' LEGEND: PORTION OF PARCEL "A," OF R.,.eay me a. I mix ,..am a.ae.o°wm... 'm'"rv.:nwoRew I z •A j "Dip AIRPORT WEST PLAT" a<° (P.B. 178, PG. 69 B.C.R.)\` 801 CERTIFICATION: - T,Y (�° 7' `� N"z ' L2 : s REVISIONS: - - I a.zxm rn '�• PARCEL"I" OF "''g RAVENSWOOD 26TH AVE FILL Ya' AIRPORT PLAT(PLAT 7) $ (P.B. 162, PG. 9 B.C.R.)a.mu r e J09 NO.:1 a w '3PROJETME:SUN3 0'15"W 321.56' T °m S.W. 36th STREET � ¢ 1Z.? 0/ PLAT BOOKGLb PAGE DESCRIPTION NOTES A portion of Traci 5 of Ind Southeast*n 1"erter ISE1/0, of NAP OF SEC. 2d. ®RR.M-MdJevlu fwrmonm/Rv/sn/Ir1 Also— So S,ndy, E,ea re a^aa 1n Plej Beek to U ape 10t, IT he Dabl f.rererda en ores pede..... at the enter of aafd Sec}l.n x, thence Savth aP 53.03•Eeet a NOr(h rM wee}I+ne of Ih..e+d aou/neear e -pu.rter ISel/U of Sec}Im xp, .dts- TAa pb/caWms /.3926 lJ�s rent.01 1077.N pet To iM Po 10 of es9inn then.,centinal.g sawn 01155' 0 03'Fest, on Me acid weal Ilne, a disten.,of x05.0x fee}, }nonce North B8•f9' O Oa ft'Emt, s d1a}anca of 303.71 Ieet, thence Her}h p0,5f•Se•Vest, on}M west Tolo/IAoroupA/ore h✓rcolse by A.plo/• ` f right-of-.ey Tree Reed, a distance of 285,Da feet, thence south BB"f9'ft'Mest, /�sa e distance of 207.69 feet♦e the Point of Beal—in 4215 sa ll. `fYe'a Said ds al+star Iyl19 and bring in the CIly I Do nl9,6..,al CoonI,F1.0do,and 'NAP Of SEC.dO,r5OS,R.92E. I conl lan nln o al91.3428acres,mac or levee NOT/CE'rMre moy a,oeJ//Mm/rWrh//ms/Aol on u M/rerlydM m Mls p/v/Mal Y b.A nd a/A,pub//c 1 1 S PLAT RESrAIc1/ON rords or Brp.wre Cznry. N� Te.pW/r na/r/r/16/a/)ODD sov°r 111/Mus/ilo/Usv.Commere 111a/1 RNwe//re Sesca AprR•Bravord 4b,nry BHCAMVM Na nrt ,u.sa I v ,ro/pans///se w//AOuI/ns 4pMPvv/NMI BavM el Coun/y Comm/sJ/onen Z077/fli Oac/lee m/op o/N.E.B//dye A6W- 1 s'"mo//rev/vwond 1e s"e M,se wet/a/rms,d,mpae/s.TAa p,,/s/om/ee arrn/or Br/dpr m 9N0 Rmd B9 orw SauM Nm R/rer W - w/'A-Ions rB"af/Ae Far/Lovderdo/e-No//ywvod/n/Mnol/anv/A,rpar/No/u ComV!ENr•1..269' _ E pOsw,Nap.Any slr../ wl/A/n al,p1.1 more romp/y w/IA Sedl/on lV Lt I t, Bsvr/nps,os es—are oar—'s, n I 8 Ovrs/opmen/Rer/ew RlauNemsna,°l/Av Brawore C,"&L°nd Uss P/°n,rgrrdap (^ n"or"M oa nor/yo/ion. Tn/r—JS egol,d by CMp/er 5,A,1,1,/X,Broeord Com/y Coe,v/Oreinonrss,—may be o od by opera va/N As,Brawore Caves/y ` o Boos'of Caun/y Gbmmiss,onen. iYd N 0 0 Tne mro/anand mry &In come,Menlot. sale an Jnelcalmo/M oppmI 01rNOp- S \ 8 men//ION ear praper/y/vca/ed.'//Ain Me p/o/an do no/pplro/s os o ru/ra/Mn \ a/door o/my pmper/y owner I-lodm,on owner a I—,,o/pIcoe ly"lle,/A,, Y {� r"", ft/rota l///e/o less prapalY w//An/erenco/o/Als pb/. - W P4,oE(n.l n :o A:: o£GlcnnoN TYT �I STATED"FLORIDA SS KNOWALL MEN BY TNESE PRESENTS,Thal ROBERT L.ELMORElofl/,ROBERT ELMOR£J,owner-N/M lards descr/bed/n oM C>3'/N1Y OF BROWARO 'As-vs arNArd/n/AJs peal,A.,1a sole/ondr/o b,Ao"I"awe and p/v/led ps rn4wn Aorem,I—pa//e Ds AMwn as a: J nl n1 s •RUNWAY LAK mp°%8f;v / rn.,cell/anal/Mrou9nlore la naseyabdlrv/9e/o/M p,/b//r for prapvr pu °r.rns.1/ny°oremlM,°:room noted,,/rnvrsby arslca dr to lnepubbC rot prvpm pwpOser. . /J W � i • O❑ I AY W/TN£SS WHEREOF I.N.rel my nme/n Ike CIO,a/F°rl Lvuder✓a/s,Cow/yv/Broword,'to.°/F/a/do,/Als, tlay Wlaass /Mar/na nti Perrod/ w I � 3 1III��IIII Rvmar. (�/Bawrlc.Ma3a„ / 4CKAUWLBDGEMENT 2 s.,x se sr lry"„'da/ If— STALE OF FLOR/OA BEFORE ME persmady vppevra✓ROBERT L.ELAIME/,/isle ROBERT ELMORE/,kn I°ms to bs III IndlvMuo/des./bed/n and yI CYA/NTY OF BROII'ARO Mo I.-Ad/M 1m eI Mslrvmenl,and°cknvwledpld lv one b,lwe me N,a/M e,vcv/ed la,sold MNruernl fa/Ae Oapvses Lvro//m Mop M,Nn sagessee. 1 NBB•99'9/ S.E.114-ZO-10-41 W/TNESS,AD'Mnd and°M'/o/sm/,/A/s y_doy e/ea.�fL Eft PO2.71_ r l STAIF OF FLON/LW W II—Aron aspires.1 day at—l" L, T or/ CITY OF DANIA PLANNAYG AND ZONMG BOARD t TN /art,ss;des.,ern MAP OF SEC Z0 T./2509.,R.A2 E. I I - TMS R9C£RT/FY, TA,A/nvPIANN/NG ANOZON/MB BMROOI/A,CJ/y NOona Ms opporldoneo[e aodpb//vr re[ad lMs�y_,dayN �Vf /9�„ /PB. �, Cno/anon,Se. dot A,FEBK AAN/A-1 COMM/S w o'' TNIS/S rO CER"/ rM/In/sp/v/N'RUNNAYLAKES,was approved by Ma Ifth COMMI•SISSAGIVERS of the Cl/yo/Ovn/°,Brorare C—r.F/Arne, s by 0rdnarc N 43-9! ,°dap/vd Dy/Ass°/dC//Y Co+missanmlNslrlp_>oY el,vo ,/94L. Alli..... g�� Cl/YC/°rf BY• r r-' •, .MOYoi BROWARD COUNTY DEPARTMENT OF STRATEGIC PLANNING AND GROWTH MANAGEAENT This plat is appno.ed and....pl BROWARD COUNTY ed for racortl II'lla s day of Y • pia ENGINEERING DIVISION a - �'+�r•°-fO" This viol a opprerea na aaevlea mr repam. _.,g ;i.•Wf�°, BYE ....a•-e�. Enam V Llufrio.Canty 61...far.Fla.PL.S.Re9i1+rallon No.4429,Data, V 33-9F • BY: n Henry P Cook,Director If Engineering,Flo F.E.Reci efration No.12506,Date B I'll, BROWARDCOUNTY PLANNING COUNCIL hh// THIS IS TO CERTIFY:That the l)—dI Caanty Planning CaynF,ll�plp pd eat subject to its compliance with dedkolio f rigMa al-way far+roflawoye this 26ih day of June- ,19-a , By VIrl�4". Cholrp.r.m,0ofa:^r nlrmbr 311992 �`/1r y' Y This Dial complied of Ih pp—I of the Broward County Planning 711 of In.above data and is approved and accepted for retard Iola I3tx 7,1 IIRUNWAY LAKES,.,,'Z" ear of AaausT 19 By ��aT. .ions ,FLORIDAmar T Axagne. . TXIS IS Tl3 flSRTPhd! s plat compiles wllh the prarlslona o/Chapter 177,FLORI STgTU1ES,and woe occepled far record by iM B 0 1 Co'nly, C saloner'�D Igr "� ,FIOrWo,Ihia 2L'" dayd Pa wsT ,199�. ATTESTS.JACI(OSTERHOLT-COUNTY AONINI3TRAT0 A RESUBD/V/SION OF A'PORTIONOF TRACT 5 Br D DeDary By a cnod-coa.ir commla.ma ty DOMMti4o "MAP OF SECT/ON 20-T.50 S.-R.42 Al. ;.,(P.B./,P. /O/,O.C.R./ ITRAT& -COUNTY RECO T Inad far record iMs�dgM 19 in B0O S of PLATS, reco a+Poge , rd verMNd. SECT/ON 20,TOWNSHIP 50 SOUTH,RANGE 42 EAST ATTEST, pew EST B.JAC.I(OSTERHOLT.-COUNTY ADNINISTRA On Deputy C/TY OF DANIA, BROWARD COUNTY,FLORIDA2 j SAE CERTIFICATE se /6'b Z,o ,00 STTATT OF FLE OF FLORIDA S5 INEREBY CFAYIFY-lnol the attodnedplar,Na Rlxe aW corncirepransniafltri allhe brads reoenly wgrAey.d,wbdMdedgd plaHedund'er ergs 1 y Na,ra/sMan /pis -- onemew=laR are COUNTY OF BRDWARD responsible d,eetion and.uperrblon,that the Wray datathoen Lome'les with the oWicoble rmudenenh of Chapter 177,FLORIDA STATUTES, and f,dherlhat the PERMANENT REFERENCE MONUMENTS(P.R M.'S)were eat in accardara.with Seellon 1T7.O91 of sold Chapter 177, on this /71A day of June 1991_ The BENCH MARKS Mown ore referenced m N.G.VERTICAL DATUM and conform to Standards for third order work. This plat conforms moll aWNcobic sections of Chapter 21-1111 6,FLORIDA ADMINISTRATIVE CODE. , �gN -� Me LA N IN ENONEERIIIB f�'`� �)1¢1�V rG•f�. Tors plat dmad of Farllaudrdala,Flaldo,fos rrye_doyafa�t.IY_�. Sri Robert C.MCInIgKn .), 9 Registered Lbwd Surveyor No.335%Slahof Florldn A-7993 PREPARED BY, MCLAVGNLIN ENGINEERING CO. L ;l3idAVENUE FORT LAUDERDALE. FLORIDA 3330I 0-6946-C 67-MP-91 PLAT BOOK PAGE AMENDED S/leeJ / of 2 Shee/5. 45688/623 OF�LAOF DESCRIPTION STATE OF NORTH CAROLINA 55 KNOWpLL MEN BY THESE PRESENTS• The/KENAN TRANSPORT COMPANY,O N%/A Cero//no Cerpe/a/bA owner LODMY OF ORAA O/Me Maas, r—d M ad+ha,a or rnrbtled M M/r pM/,has sou,Md r,/A leads M e4 rube/r/tled..A`',.,I'd or AMENDED APortlan o/ Tract; Me South east one-quarter (SEt/4), of HAP OF SEC. 20, T. 50 S, A 42 C.., according to the plat thereof 'es"a A""'sold ple/Isbe—aI,-ISGETTF'S RUNWW;I11:a/.TaeeW/lMle//horoug4f.1111 hereby d.dAMMe` an—ubneMrprope,pur- re'arded In Plet Book 1, Page f01, of the publ lc.....de of Dade County, Ff.,Iasi TOGETHER WITH a portion of the South one-half pares. All en+emens+are Mra.y e,d—er MM'Oall,M,purperer o!/als.11d As—.. f51/21, o!Me Northeast one-quarter W1/4), of the South✓est ane-quarter (SM1/4), of said Sectlon 20, and being all wore fully 45823/309 deter Ibed es fat fo✓sr N W MESS WHEREOF•We h.reun/e a/our hems as O///r/Ae rerpera/'!'a//A/A.CNy If CMpM Hill,Co.."Of Oronpe,SIM'a—M Cam/Ina, _,.... Cops encing at Me renter of said Sectlon 20, thence South 01.55'03'East, on the East Ifne of Me Southuest one-quarter (SM1/4), A. /sr day o/ �"/'L /994. _ of said Sectlon 20, a distance of 739.37 feet to a po fnt on the South 11.1 fed access righirof-uay line of In ferstate 595, a point .//Wv^+'- end iM P'd int a/Beg inn ingl thence NorMvester ly on the safd right-of-✓ay Ifne, end on a worse to the le/ry uhosr tan- W//mrs• f- /e Dolt, Nome A mad J13HO E.KgOVIC LesP SAaI/ar• .,D P/'a/drn/ 4 gent beers North 75.57,10'Us't, al th a radlu.of 3713.22 feet and a central angle of 02.24'26, an arc distance of 159.37 feet to a NYMes+•. —nesA Nome Po/Ma tW//bmL&ons•K L61•�•.-• •YYbnL VM-Ass./;errs/y point of t.ngency; thence North 79.21'36'Neat, on South right-af-vay II., a distance of f0,29 feet, /hence South B9.2D'00'Nest, an a line 15 feet South of and par.11rl ul th the North Ilnr of the said South one-half (S1/2) of Me Northeast one-quarter INEf/41, ACKNONLEOGE O If the Southuest one-quarter (SN1/4) of ,to Section 20, a distance of 1099.04 feet; thence South 00.58'15'Eest, on the East right- STATE OT xORrx CAROL/xA Tnr/y. wv nav/woes Mar.am ns+ /1t• sr./ '�, of-vay Ifne If Southuest 30th Avenue, a shgvn on PORT 95 CO RCE PARK, as recordetl In Plat Book 1{4, Paga T, of Me publ IC recorde CONNTY OF—AME ss HILL/AY L.M ,e n effr end YiCF•PR xT/SECRETAR xAN 1RA A , of Braverd County, ff or laa, a distance of 388.12 felt; thence South OT•43'2B'East, on said Eest right-af-vay floe, a distance of exxsA cwessnv caaer.1"a,as MaeHM Mr Cbroe e/1e,,.OlAya a •as/y-rnavn/em rN�Ap see Al and�eP 278.41 feet; thence North 99.29'20-East, on the South LMe of the Northeast one-quarter WE1/41, of the ,.utheest one-quarter svkr an e.M. r fSNf/11, of se aid Sectlon T0, a tl1s{age of 1266.55 tart; thence North BB•43'35'East, on Me South line of the Northueet one-quarter LIC�_ rx GRoc/xr [s fNMt/4), of the Southeast one-quarter (SEi/4), of said Sect fen 20, a distance of 202 .58 feet, thence North 00.54'58'West, on the Nest r lght-af-vay IMe of Tra.Read, as recorded In Deed B,,A 513, Page 112. of Me public records A f Brouard County, Florida, . TATE KNOWA(L MEN BY THESE PRESENTS• rAW KArHERWE A/SGETTE,owner e/IM/onM MsnBa ends/awa as Met a distance or 7.08 feat; thence South 88•49'41-West, a distance of 202.71 feet, thence North 01.55'03'Nest, an the Eaat fine or the Sf se ltl SouMvesf one-quarter ISMt/I7, of Sectlon 20, a distance of 28502 ferry thence North BB•49'41'Ees t, pn Me South floe of Me TY CM'BROW, - M/M�/, mu+ed sea bnd+/eM s✓eeM/bd one pb//NwrMwa Mr'on,reMp/o/IOMAMwa os,s' Es Nora 50.00 fast at the South one-half IS1/2/, of Me Southuest one-puar ter (SN1/61, of the Nor thwes}one-quarter fNNt/41, of Me WAY;enpb; TM OW/ pnb hIr'Ly /coled M/pe psN/c/ar Orsp'/pn�s's. A//'ar'men/s areMre el.dam' Southeast one-quarter ISEi/4), of sa ld Sectlon 20, a distance he 207.69 feet; thence North 00•54'5B'West, on the said Nest rlght- DRc/er pehWR er/nh. Mrron. O of-vay Ifne of Tram Road, .distance of 273.19 fast 1.a A.lnt on Me said South Ile lted access rfyh t-of-vay Ifne of Int...tat.595, 'Y/TNE,r59W�M�EREOF/Avrwn/o rM my M,p M/M J/ fnuMNo ./Bremmd ,S/Me o/ F ,/nth /T de,or.Oerember /g 9/ and a po lot on a curve; thence Northers t.rly on said right-of- Ilne. And one curve to the left, vhose tangent beers North 72.35' //swn•PaA•Ca✓/L1e.+ll y / 05'West, vlth a r.dius of 3793.22 feet and A centre/angle of 03.22.05', an arc distance of 222.97 reef to the Point at Beg inn log. y( fr {_ KOMnMr A. Said land at tug tying, and be Mg In Brouard County, P(orld., and containing 20.8853 Acres.ore of less. �—� CK WLEOBENENT A7t'L1e BEFORE ME y epp.a'e KA rNER/NE A/SGETTE,kw.Is mr M 6e/ 1M/ /We.d�rrr/Da in NIYO•BROWARD 'S'D 2-/A'/a/'pelAD MM/um.,/,oa sRnpw/tl9'd/e wd blue..Mel AI en/ Mr.umN a/M purPoaa M•/n a e -. - /TNESS•Ay /Ab/so/M/r 7 a d%ol_ /b{y_[_.e,(„"/9S/ . DED/CAT/ON 'y Mr/A. ✓7$S RL a..d [ W TE OF TENNESSEE KMJW ALL MEN BY THESE PRESENS•rM1 RLBERF A ISLIF-E, arD/CATION STA LOfe'r-Sir— and E.B I.AIK,a F/e M.COno s Mn,Owner+a IM Mat✓ Me,I and,rAowa as I a ed he/Mr pb/,Aar. STATE 6 FLOR/OA KNOW ALL AS rHESE PRE eh rS•TM/SEAL ADAMS and OOROTNY NA 3ER,A,M#Fbr+ono/Repr'+w/al/ros _.A soldMnd b e.'east"Ard and pM/led e!tA~here on,reNpM//O M Amen Os'lsGErrr's RUNNMY,'o repla. The'Adl//ena/IAOranpA/err COONFYOF8NOWARD NAWFMNFA.—r-*,As.....A,'.__a//A.MmMah......ela eMrnew»e+/ns/wlydMMM p,a,,here reas"raM'ad" e M Aa'dy Nd/.a/se/o Me pub/ir!prepx pnrpdsu. A/I r111AMI r err A—Ar ebdl-Mar/O M.puD//r/er WrpOs.s er/a/re/ad A.nan. rvbd/✓/ON end p/alhd a+r A.m Mrepn,sad pb/to De RMwn sr'/SGETTE';RUNWAY,'a repreL TAe add///on.//nwaagn/ore/.Aar�Dy dedlra/M/o n /vr prgeer pwpellt. AR ea.m.M!en Ae/eDY e/d/es/q b MI p,eh/r pwper's or lad[.led Aerron. W W:T S;IYNEREOF•/A... sa mY Maea a//A/M rwpsmN m//n bH C//Y d SYrNnI/N,CAnny M S.rMr,s/e/r./hnn.ss",M/t ZO1h dal WW/TNESS fREOf•W Ayrvn/e.1wi hand,/n Me CI y a—1LevaYrdol.,LavMy o/bYswoA,S/elf e/ /ar/da,/Ms // doY o/Januo Y,1995- M ,/9 E.a/.MAC 1,1a,a• as a MM samepialra —1 Adams L T BYlne y-..1NW11A,. N Wheal.R—P .eaal nemeN/Mee Pq✓ 0—Il,aM,✓� �A.,..i ROM/A g0e1I' Le A Mn./b ] IL B Pns/MMM E B/./NC srAT£ F swrTn'br.9eeq M/iMnaN„v!o.R,arMepae DI/We uM NW //IA ecy M.bnue /993 SEAL AOA d L o-l"NgSLI. A rnnwt ENT SS CLY/NTY o.RROWARO het m pa+en/rynamaNa a she& .a/KATNF ,se.Frre,a.-...a,wAO on pa'+anaBY•I .O m,)ar?'o�rrs�ed ;FATE M• BEFORE A1E grrene//y%Pn/.e ROBERT A./SBEJTf,Md/ridve//y oa er / ,ea Nn/////'1 Am, Oae wAO�aAro — Ru COIWTY Ca-S vi aE SS PRESIDENT M E B I./NC,a rm,-LMp"A"Anwn M me 10 he/M Ia/rmue/earr/bed A,sa rM a eMA MrARr PUBLIC CL>' STATE C1`FLORIW name prin/sa ROArrJ C.NeLwaARn y."°"'r"ain�'s:' M.M evease sedremral,as erknwla9a/o as b/a.,ur Me/he as.Ma Me roM Mrlr—fa Me rvmau na'/A--,ad. 5:�p1 '• WITNESS•Mr Ma paw o//le/e/r../IA/r Qef} d%A'_sAn/i nAeP ,19�. yana''�"n•'.- ,-�,/�� ,r�� CITY CI.OAN/A PLA AND ZOM/NB BOARD Ay[emmyllAA'spHa!/MTy ✓,'a Aries ,/9.g$_. An,—,M/BL/C\� ti/�'�Z srarrO_c*ma..e.r. TN/S/ CE /FY MI/ PLAN/yWG.aM1O ZO.WNG BOAL�a//ML//Y Of Oahe Aer appeased ca e[r'p/a/N+pb//a s.rerd In TN,aeYe/ I,/9g SrA CAT/ON OF MORTGAGE NLCLIcR By AOFmen,M/s O'-•deY o/ /ggs3 STATE P�FLOR/OA SS O.IN/AC COMMIS;/ON COUNTY OFM917W11q; TH/,/SNCERT/FYr A /"/SGETTE;gUNWAY Rar apmra%IM BWRO CK COMM/ssut�ERS o//M CNy OJ Deal,,Blewprd Cnn/y,F/O,/aa. aI6.,/"A M r ea AOMbr o/a ma/page oa/Nr,grope//y rascal/a O.R.BOON/89TB,Pey.Y91,Brpwa/d Conn/y R�rorae,ae.r ,spO1° ref S L 3 Aa'ey/e/n/n me da�MUm sawn Aenon. A'M".n.nre 'e - ,ea p/aeY/n.[ale C//y CO.Msr/bn lA/ faYN ,/89 . IN W/rNE1f WHEREOF,/6e..IAM MI mY AOa le/e,C/1y M Fa/'Leue rdeM,Connly o/Ore-0,S/o/e of F/er/ap,/Air JM day I/orlld: C//y CI.rR BT U y ( nN LL- Meyar. of ,/993. BROVMRD COUNTY DEPARTMENT Oi RATEOIC PLANNING AND GNOWiH MANAGEMENT WITNESS Hem.PrIM.d• Tn..,//.Crrrrr ,/--� TMs plain hpOravad and Acceplbd for r<co d Ihis 1r-�'�day of ,19� By ��`°actm Me'//E/mere 24 -SI/L l i ��v W?MESS• euZ,Yh.'Q...A..1 Nome Rohe• A...w.M-Granath 0� •sjyyy� BROWARD COUNTY ENGINEERING DI VISIOrf, This p1.1 is approved Anil..pled la record. ACKNOWLEDGEMENT U _ STAcr TE OF FL OR/DA TM/oreyp/ MMrvasN war O'Rnaw/a9'd he/en a'Inb�t eoy o/ N rneri ,m93,dy ROBERT ELMORE BY: w...�..o EmBb V.Lluhio,Caunly Surveyor,Fla.PL.S.Registrallon No.4429,Date, 4'I9'9y f CCOINrTY OF BRON'ARO S$ wM I+perron.Ny Rnwabme Avg or AAsn///1.11se amI was e/d ro/ M By, Henry P.Coca,Director of Endn...ing,Fla P.E.Regol.11b.No.12506 Data• If-0•T 4 BROWARD COUNTY PLANNING COUNCIL f' NOTARY PUBLIC ///r uL. s `fa/e.L.A STATEOFFLOR/OA Name prin/.d Afwr.r.M.Q.r-.0 THIS IB TO CERTIFY:That the Browad CamlyPlAml, Co ci pPDrova II/.' pl uD eel fo ds canplbnce wllA deOlcoNon atrlgAlsrol-poyfar lrafflcaay. II�J F M '( Jr.—I No,of ear N�r this 0AAD da>of 9reteyA94c .1912, By r ChAlrI.raon.Dole:MAOrII ?iFT1994- L-j5• �' .p A! gE This pkl complle.wilh the oppm 1 f the s,oeo,d C 11 of la.. dote and M Approved end—pled for record this tI 1 off [ day of Malmo ,19 '�. By r /8s Administrator or Designee �A COUNTYaROWARD A ND AD Y T V C RT - T , L\41)t�• THIS IS TO CERTIFY Thal this plat eompllas wilt,Il�fteo El d Ater 177,FLORIDA STATUTES,had was..cepl.d for,.cord by the 6a,t f-Q a IT .I COmmissl s At B Ard County,F16rk! this y ,19�. ATTEST-S.JACK MERHOLT-.COUNTY ADNJNSTRATOR ' "/S GET T E 'S R U N W A Y D<oq� By. Dhalf-ConnlY COmml.aan y � ,••.)_.•,oyf.,. COUNTY FINANCE T .-• - �p - �; CRFgiEp 11 This plat filed for record this Y¢t.do y ef f 19 V ,In BOOK of PLATS,al Page_sr racoN verXled. OOC Taf A RESUARTER/ON OF A PORTION OF TRACT 8 OF THE SOUTHEAST c �� tsli of + ATTEST•B.JACK OSTERHOLT-CdINTY AOMINISTNAT Bye pepaly ONE-QUARTER(S.E.Y J OF"MAP OF SECT/ON 20-TWP.50 S.-RGE.9P E.�1 ,d'Cti^!!3gr SURVEYOR'S CERTIFICATE k_ (P.B./,P./O/,D.C.R.J,TOGETHER WITH A PORT/ON OF THE SOUTHWEST STATE OF FLORIDA I HEREBY CERTIFY-Thal the itlptlledplet,Mb hue nd carat raprasenfall.of Me Ihnd.recently surreyed,.uDdivlded and plaited unda'mrnry wf ONE-OUAR TER(SW.1/J,SECTION 20-TOWNSHIP 50S.-RANGE 42 E. COUNTY OF BROWARD mepaemle rf=oa andsupervision,mm nn MR.ey dAM.nar,mmgMa vlth th Opplkhde raqulremenb of CDApUf ITr,FLORIDA STATUTES, C/TY OF DAN/A, BROWARD COUNTY, FLORIDA. and further That the PERMANENT REFERENCE MONUMENTS IPR.M.'SI.era eel In accordance ellh Section 177.091 of said Chople'177, no this 17 yL day of Tune .193�.The BENCH MARKS ehh—are referenced k N.G.VERTICAL DATUM and conform to siandmds / ;S 'd #I.IDA for Ihlrd order"alN This pklconforms ball otPllcofA-11-1 ofChapter 21-HH-6,FLORIDA ADMINISTRATIVE CODE, NOL1hN dal doled al Furl lnuMsdda,FlMdA,Xds/+'.d%alLactle� 19 z Berri SGGY Raped C.MclnugMn �'. R.gMfaed Land Surv.y.r Na.3356,Slat,hf Flwlda.LAUGHUNENOINRINO�CO."' A00 N..3rd AVENUE FORT'L' LE. 33301 0-9l43 e. PLAT BOOK PAGE4S_ �y' • 'N�... /p,nOF-wsY[s N.TB'2/'4B"W. pfNTER COF SECTION 20-50-4Z "MAP OF SECT/ON 20,TWR 50 SOUTH,NGE.4P EAST' /HB.I,R/O/,°.C.R./ F�.y� en or um,n,ns„nan, Sheet 2 of 2 sheef5 y �� i ERSTITF S9 t ' -- —c'ar�a-tare tin—�r,.:c-ri.,s.W—ve,sEc�Io/l�o-bo=.: ... B='o'P'•z'aZ' I� 3. rR•Wa . B •gran 9ggPR Myso , sn,ne. P4 e0J,.P J�sy•. T.B.•N P•JO'OJ'W. Parcel 'A" a„ 902r/60 s4..//. r T/�P i uM T—J�/'Iee ;• .. I I wr° I RR.s..NivBr49r/..E./20>69' r.I s r .ror rosrnar 4. W EAsr%41-4— of I +,, — NorEs NB9.29 f0E SOUTH LINE OFNE S.W.U„SECTlON Z03042 / I + aes T. BME/ E ANE n p1q BB53 C S � 1 1 CI 44•2t N b E S 'MAPOF SECT/ON 20,TWR/50 SOUTH,RGE 4P,EAST' /PB./,R/O/,BCR.I R 4 F I � �� No WS b TN S h_ 3 BED/LAr/ON / d A°+ 4- eEM[N MAAC j WSC b II�ti STATE OF F<OR/M S NNOWALL MEN BYTHESEPREfENTSTA4/JOY/SGETTE,/AeP /R pr 54AM//ve a//AS Es/al rlArie�° I`� 3�;0• �. o F T/ YE=A r 1 I COUNIYOF BROWARO / B./sye//v,awav //A /nAs d( /beC µvd rAawn as Msb®d/n/A/pl I A re>red ro/d/soar I.IA;gborr/ad ° '� NAL j E ON I $o .md pro/led as aAvwn AI'evn,told p/vl/v be k %SGETTS R NIIItY"'a np/el.rAe oddl /'/Aw ppA/ore/r Avreby eYH/[4led lv/Ae Il A o Tierl/2 EB N x0l S SHOWN ARE S S RNFO NEW R, RE > pub//[/pr prcpx pu©Deus.A//varemen/s ors Avreby d,d/ led l/Ae puOHe/vr purposes s/Mlco/°d ANepn - hl ,n 'MAP a`SC/°N EO 'n 'C C Ido .. Ilvv TWR msnvTF.Nce.4 I % .. _ a IYI E,U'T'/P8'/,Rro/,OCB! N NOT/CET ET - T S R I- /NW/TNf S WHEREOF•/Air / vl aW Aorta M/Ae C/ly v/Por/Lvudvdox,CauMy p/BrewerA,Sla/s v/F/or/dv,/Nt 50P1 dvr I , Y o M L/ _ of ,/995 n fly W//nesr• _ !� MN prlMsd,CeL,r•1C .rN.r I � � N A YRO W Y I Norlh worWst• 4m.prx/ed l/e/e.vA7/74./3eeut/ JY/°O//1 6I y D FO/GATES 0A CO 1 R1111.1 P• q/ pn:<n pnr<a MS E;/gMM IW a �• ACNAOW EOG£NENT Lv errs B/tpv//v :� Z$ M TF AM/ NE 9rATE OF FLOR/OA-- SS TA s/erepvM9/ / ! s G /dyed b,(4r4 /A/ 3d/ All v/ If�Js' /995, ., 3I` TA/ M/Is /d Au/// Any COUNrYOFNROWARO by JOY/SGETTE,/AS rs4M Pe / p Ma//vp QtM E/ dEC B/rprl/e,wAO It pvrsanv//y mmm�� rlrur/eta//N/Np// us/ p/y /A5 //pn J n I - /,o//A° O PUBLIC�� q �i6e fC�rlar.J/:w W,n I� B N°w/Y/^nl Ut P/n rvp d gA ds/a I K.TARY ?e Rr//sd oy I neer�w, L //led /ApdM rdr wmm i ,.Aq to// / gndwo-ers - 'I i I II 4pbed by CAvp 3 Arl/r/lX B ord[uun1, I d', t d tordM 4meyb r,dee by // I"c4yn y B d /SGETTE 'S RUNWAY TA_aP%M e ybmeromml/Ae /bbniae/y '/',t-xdAn/lnp/M 9nN veda'ew/bp n/!.°//vorppe r . A=RESUBD/V/S/ON OFA PORT/ON OF TRACT 5 OF THE SOUTHEA ST t roaged iMM M.o//.nd ep m•op / - ONE-QUA RTER'(SE.Y4)OF'MA P OF SECT/ON 20-TWP.50 S.--ROE 42 E:" #/!o// Cpragry -M/wi4 LSeuM'[/ne,S M-0-4z /prvp /M/ Np// Av (P.B.1,P,/a I,D.C.R./,To a£THER W/TH A Po T(ON OF THE SOUTHWEST /mE//./b Me prgse4y w/M rererv4ae/p/N wrl Cann, ppy/, �. ONE-QUARTER(SW.V.)I'SECT/ON PO.-TOWNSHIP 50 S.,-RANC£42 E. - 20-W.-°E CITY OF DAN/A, BROWARD COUNTY,FLORIDA. ...4 �sp Ppo spo lP4. sop E'o ". Preppre0 By:Mc Cyu A/rn En ineer/n Ca 400 Nvr/Aebs/3rd Avenue,Far/Lbuderdq/e F/aridp 3330/ -305-r63-76// - - - , .' - 0.-9343 PLAT BOOK I6Q , PAGE SHEET I OF J SHEETS RAVENSWOOD , 26TH AVE. F'LL AIRPORT PLAT (PLAT 7) A REPLAT OF A PORTION OF LOT 9, BLOCK 1, SECTION 29, PLAT OF SECTONS 28, 29,30 AND 32 AS RECORDED IN PLAT BOOK 2, PAGE 32 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA AND A PORTION OF LOTS 4, 12. 13, 35 AND ALL OF LOTS 1, 5, 6, 7, 8, 10, 36, 37, 38 AND 39 OF LAKEVIEW VILLAGE AS RECORDED IN PLAT BOOK 40. PAGE 45 AND A PORTION OF LOTS 16, 17 AND 16 AND ALL OF LOT 15, BLOCK 1 AND LOT 9, BLOCK 3 OF LAKEVIEW VILLAGE ADDITION, AS RECORDED IN PLAT BOOK 47, PAGE'32 OF THE'PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA AND A PORTION OF THE RIGHT—OF-WAY FOR S.W. 26TH AVENUE AND A-PORTION OF THE SOUTH ONE—HALF (SI/2) OF SECTION 20, TOWNSHIP 50 SOUTH, RANGE 42 EAST CITY OF DANIA, BROWARD COUNTY, FLORIDA WILLIAMS. HATFIELD & STONER, INC. * CONSULTING ENGINEERS * PLANNERS SURVEYORS 2101 NORTH ANDREWS AVENUE, SUITE 300. FORT LAUDERDALE. FLORIDA 33311 BROWARD COUNTY DEPARTMENT OF STRATEGIC PLANNING AND GROWTH MANAGEMENT CITY OF DANIA PLANNING AND.ZONING BOARD DEDICATION This plat is approved and accepted for record thisz_c do of THIS IS TO CERTIFY: That the Cit Plonnin tl Zonin Board has STATE OF FLORIDA KNOW ALL MEN BY THESE PRESENTS: That ^, PP p Y Y 9 Broward County, Florida, a political T' � •ti97I. app nd accepted this plot this day of SS subdivision of the Stole of Florida, 0 199.E owner of the lands described Y COUNTY OF BROWARD and shown as included in this plat, as B. ;�P�.��-�Director caused said lands to be subdivided and f By. - Dote: • i7 f plotted as shown, said plot to be known � BROWARD COUNTY PLANNING COUNCIL Ch Irman as 'RAVENSWOOD 26TH AVE. FILL AIRPORT Orly S.Do ise PLAT(PLAT 7)", a replot. d` THIS IS TO CERTIFY: That the Broward County Planning Council The easements and rights-of-way hereon are approved this plot subject to its compliance with dedication of hereby de of led to the perpetual use of rights—of—way for lrofficwoys, this t��day of 19� - the public fo1 ro u-b.me•.n...1 r,P or ni,raa,°o P%:e;,oi. snr nom,-or.ww erswz B i%,- V-Choi Orson Dale: AW:ni aalteuu Dy lanevkwrvlAopv ALEIIIOT,. 1.1 4i�Poge ae. y �•*'� rP - DANIA CITY COMMISSION srowwa ew�q rs«e-.a,ir�re wrnn me nn,�i,or ins oi.r. Sri This plat complies with the approval of the Broward County IN WITNESS WHEREOF: The County of Broward has caused these presents y . Planning Council of the above date and is approved and accepted THIS IS TO CERTIFY: That the Plot of"RAVENSWOOD 26TH AVE. to be signed by.lts Choir,attested by its County A mini trator, and for record this ZZpa day of a.,,,ere 19.1k. FILL AIRPORT PLY(PLAT 7)"was�ppp_ov d by the Board of day its corporate Beal to be affixed this,12 day of r �,1995. Co missioners b Ordinance No. `J1 on this�__da of - By By _ Chair, County Commission, Administrator or esignee Atle.. City C By 4 lerk aria Jobalee Mayor II de Altesl: �/�3. County Administrator BROWARD plot COUNTY ENGINEERING DIVISION _ Witness r�Y v WitneA O This plat has been approved and accepted for record. s o both As to lh I Anne Darby Frances Schuster By •,._Q.b✓• I. Emilio V.Llufrio,Dote: c,u c Cou Surveyor,F PL.S.Reg.No. 4429 nty SURVEYOR'S By /.1-/'G� Henry P. Cook, Dote: 1, CERTIFICATE gCKNOWLEDGEMENT Director Engineering,Fla. P.E. Reg.No.12506 STATE OF FLORIDA STATE OF FLORIDA B FORE ME efsanally appeared S.S. 7744 Admil COUNTY OF BROWARD SS - Chi,onyt0i`S B. Jack Oslerholt, BROWARD COUNTY FINANCE AND ADMINISTRATIVE SERVICES I, Keith R. Sanders, Certify that this plat is an accurate respectively, of the Board of County, DEPARTMENT-COUNTY RECORDS DIVISION-MINUTES SECTION Commissioners of Broward County and correct representation of the lands surveyed and COUNTY OF BROWARD known to me to be the individuals described THIS IS TO CERTIFY: That this plat complies with the provisions of described hereon: that permanent reference monuments and who executed the foregoing Chopler 177,FLORIDA STATUTES, and was accepted for record by the (P.R.M.'s) have been set as shown; that the survey was instrument and acknowledged to and Board of County Commissioners of Broward County. mode under my responsible supervision and direction; before me that they executed the said Florida, this-too of MA.RGFH 19,, and that the survey data shown complies with all the instrument for the purposes herein expressed. ATTEST: B-JACK OSTERHOL - OUNTY ADMINISTRATOR requirements of Chapter 177. Florida Statutes, and with They did not take on oath. ` - opplicable sections of Chapter 61GI7-6 of the Florida ml B _ . M1t Administrative Code.:Bench mark elevallons.shown hereon WITNESS: My hand and official seat this ej day of 1995. y' ' 1Ep' Putt ore based on N.G.VD. of 1929,In conformity with standards NOTARY PUBLI STATE OF FLORIDA My commission .�p.. - adopted by the National Ocean Survey for Third Order By: Tstr r C air County Commission Control Standards. P R.M.'s set y/s/V'F expires the(-�day of 199Y. BRO ARD COUNTY FIN DMINISTRATIVE SERVICES DEPARTMENT-COUNTY RE ..510N—RECORDING SECTION This instrument {{��GG{{yyppMM%r ecord This 9.3 day of_1'�. Lggb - R - 2 9 and recorded inS,�P'IAj.%VB;py,)b,L, Page�_,record verified. Keilti R. Sanders ale . o Registered Land Surveyor No.4375 - BY: Deputy. State of Florlda .IT ST UNTY ADMINISTRATOR ox ss ,A'o .,1 b• va'zsRx R �' ,: eau R win. ... �. ..w. .... 033-MP-95 PLAT BOOK I(aQ , PAGE SHEET 2 OF 3 SHEETS RAVENSWOOD 26TH AVE. FLL A,IrRPORT PLAT ' ( LAT 7) A REPLAT.OF A PORTION OF LOT 9, BLOCK 1, SECTION 29, PLAT OF SECTONS 26, 29.30 AND 32 AS REC,OJZDED IN PLAT_BOOK 2, PAGE 32 OF THE'PUBLIC RECORDS OF DAbE COUNTY, FLORIDA AND A PORTION, OF LOTS 4, 12, 13, 35 AND ALL OF LOTS 1, 5, 6, 7, 8, 10, 36, 37, 36 AND 39 OF LAKEVIEW VILLAGE AS RECORDED IN PLAT BOOK 40. PAGE 45 AND A PORTION OF.LOTS 16, 17 AND 18 AND ALL OF LOT 15, BLOCK I AND LOT 9, BLOCK 3 OF LAKEVIEW VILLAGE ADDITION, AS RECORDED IN PLAT BOOK-47, PAGE-32 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA AND A PORTION OF THE RIGHT-OF-WAY FOR S.W. 26TH AVENUE AND A-PORTION OF THE SOUTH ONE-HAL$' (SS/2) OF SECTION 20,-TOWNSHIP 50 SOUTH, RANGE 42 EAST CITY OF DANIA, BROWARD COUNTY, FLORIDA WILLIAMS. HATFIELD & STONER, INC. • CONSULTING ENGINEERS - PLANNERS - SURVEYORS r 2101 NORTH ANDREWS AVENUE, SUITE 300, FORT LAUDERDALE. 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FLL AIRPORT PLAT (PLAT 7) .REPLAT OF A PORTION OF LOT 9, LOCK 1, SECTION 29, PLAT OF SECTONS 28, 29.30 AND 32 AS RECORDED IN PLAT BOOK 2, PAGE 32 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA AND A PORTION.OF LOTS 4, 12, 13, 35 AND ALL OF LOTS L 5, 6, 7, 8, 10, 36, 37. 36 AND 39 OF LAKEVIEW VILLAGE AS RECORDED IN PLAT EOOK 40, PAGE 45 AND A PORTION OF LOTS 38, 17 AND 18 AND ALL OF LOT 15, BLOCK 1 AND LOT 9, BLOCK 3 OF LAKEVIEW VILLAGE ADDITION, AS RECORDED IN PLAT BOOK 47, PAGE 32 OF THE PUBLIC"REC,.ORBS'©F HROWARD COUNTY, FLORIDA AND A PORTION OF THE RIGHT—OF—WAY FOR S.W. 26TH AVENUE AND A PORTION OF THE SOUTH ONE—HALF (S3/2) OF SECTION 20, TOWNSHIP 50 SOUTH- RANGE 42 EAST CITY OF DANIA. BROWARD COUNTY, FLORIDA WILLIAMS, HATFIELD & STONER, INC. * CONSULTING ENGINEERS * PLANNERS * SURVEYORS 2101 NORTH ANDREWS AVENUE, SUITE 300, FORT LAUDERDALE. FLORIDA 33311 ,.YWTAG FD H -p'-WAY CWT 33 Wr�,nei r GRAPHIC SCALE AwucP � 1�_ e R^ DNeDN - a 12 �, i� °,.>a•' `gyp. u, "�'�. ".,.Mv,eEvr�,rPn e. N ,n E , PARCEL "I" ��+�PAgc,I;Fg v�A{,�z = n» sA N uKE Aa1EACE ✓wF a$ §3. A § :.\ I�' —tD re`eee 0. (,ivrcW N59'34'15'E AwDADE 874.29' \S � (se,U.ce�ADM[s:fO"a "P:O aBa�as'As4Ez£ va•° m 4 �f N 4 own a,.on 76T4.44'E xEs ; P D B /A""1eC,Y1e [d n .R—v erw e' o«eiNn b I Ed z9a.e1 ,� z„n' a §} 8 ;fie, ( i,, A pia e:i<C 8 eu ee•m.e-• yip �s.w. r Hass cm,aAf° N ,a.9a °rrc«cer v.N PARCEL"H" sl" "'ae.e e 380,991 80VARE FEE J" i'.a�i n oy I, ( v 8.75 ACRES 3 106 00' 192 96•- 1rM°y n .a�.8B'39.19"E N88'31•f87.95 sa r e. PARCEL 8 '4b E ( .�.,) o e.e a cafe a em :e R E,I'° w e wFG W .JJ' TM rq e"Mp„ xTa�M tw 588'39'19"W 1u7.zo' - e�ia,"•`' a:,r•• I s�� a 51 8 r :>,a "'14 Xs W'/,6' AartAa .' Sn y 9N. P.n--PARCEL MD�[v_ENlA(v q"Tae) Pert9 Nean Y,Je0. / P. PARCEL"A" .A.R -A•L §g a53Bb:JJ'c o... e<,n.r,.ees. ewe,.xn.,P.zs AS A NOO'5817"W PSAP ac.v`•ve ;:off z P.o.c M.wN i..o sen PcarmM.m.nur. dll' nW oEoicnnoN 88 5 Bl Y Tlis PI AT C 1.� B z t-- � ; R=25' 1 / �24'79'16" ao' Sir. L=10.61' Ji't� e I sw r7Jw ao wt ." \ a 1 CHORD BEARING= S79.31'24"E I PARCEL"C" -- DKKTroIC v .COIF ROAD. gste r�r Pe. . v Y 'ye+b R COLLINS ROAD - W O P.O.C. PARCEL"P" o ero 0 12I 9D 8 N88'I8�58°E� _ _sonNl 0 PARCEL��.3m 1 I vo cE PMA a.aue�/ 90VwPn:ia1 n i 8 S ez B Pu9 ei a; I' eeoa caw eicones —°_ T"s DA.cxn E`, 'Ass"� `il- ec.x. v51 21.76' A n 5.B0' 'SSB7E�59"W I N01'41'02"W' esiEAENCE�'J� a BE AILB _.. - 033—MP LAMENDED 112370845 50884/1055 PLAT BOOK lff PACES n n CFN#108265889, SHEET I OF 2 DJP AIRPORT WEST PLAT Pagel of Recorded 1112112008 at 03:57 PM DESCRIPTION A PORTION OF THE SOUTHEAST ONE-QUARTER(SE 1/4)OF THE SOUTHV(EST ONE-OUARTER(SW 1/4)OF BROWARD COUNTY PLANNING COUNCIL SECTION 20.TOWNSHIP 50 SOUTH,RANGE 42 EAST,AND AREPLAT . OEP.ORTIONOFTRACT 12 IN THE BmwND C-1 PLAN .COUNCIL APPROVES THIS PLAT CLINE CT TO PORTION OF THE SOUTHEAsr OE-WARIER CALM)OF THE SOUTHWEST OE-OUraTER(SWIMN W SECTION 2D. SOUTHEAST ONE-QUARTER(SE7/4)OF MAP OF SECTION 20.TOWNSHIP SO SOUTH.RANGE 42 EAST OF THE itg3clwswriDIA ETwII �g,.Tlav OF RleHrs-OF-WAY FOR TRAFFI x5 THIS DAY CE wNSNIP SO-N RANGE 42 EAST.TOGETHER WITH A PORTION OP TRACT 12 IN THE SOUTHEAFT PLAT OF REEDA.BRYANS SUBDIVISION OF SECTION 20,TOWNSHIP 50 SOUTH RANGE 42 EAST(PLAT BOOK I, ' -1.. ONE-QUARTER ISEI/D OF M OF SECTION DO.TOWNSHIP SO MEN.BARGE 42 EAST OF THE PLAT OF..a PAGE 101 OF THE PUBLIC RECORDS OF DADE COUNTY,FLORIDA)REHABS SUS VISION DE CTIOV M.TOVVNEEIP SO SCUM RANGE 42 EAST AS RECORDED IN MAT I. B ARP PAGE IOU D[THE PAILD RECORDS OF DAM COUNTY,FLORIDA. R D PGP TONS BEING NONE TI-AR-1 DESCRIeEO THIS RAT COWMEES WIN 11E BROwAAO T PEEING Cq.HC AT THE nrnTHWEST CquER OF SAID IOUTHEAST ONE-DUARTER(KIN)OF THE SOUTHWEST CITY OF DANIA BEACH, BRDWARD COUNTY, FLORIDA. zA�fg, AND ACc ciEDVFa+ <ORD TH of ..li➢NTH` ONE-QUARTER(MIME HENCE KONG THE NORTH LIRE OF SAID DOUTTEAST ONE-CEARTER MUM),NORTH aD. ABOVE EAST 56 TH.62 FEET TO THE SINT OF BE INNING. ENCE CONTINUE ALON SN TH ALONG MID ROR LINE NORH 'R9'ALGING20"THEEAST 1-300 EFFEWcT ET TO THE NORTHEAST CORNEROF SAID SOUTHEAST ONE-QUARTER N I/4N THENCE BY MORMTHE SNMEONE—TERST OTER(SWIM)OF THE SCUTEAST q#-WARTER(KIN)OF SND SECTION 20.ALSO BEING THE SOUTH LANE OF PARCEL A OF TSGETTE'S M SMY'AS RECORDED N PLAT EOCK IS.PAGE H BrowARO COUNTY HECORDS,NORTH 834S-EAST 2M.36 FEET:THENCE ALONG THE WEST BRDWARD COUNTY RNANCE AND ADMIMSTHATNE SERVICES DEPARTMENT GINN-OF-WAY LIFE OF TRAM ROAD AS DESCRIBED IN DEEO BOON 47.PACE 32 GBOWARD COUNTY RECORDS, DEDICATION COUNTY RECORDS DIVISION-RECORDING SECTION SOUTH 0053'43-EAST I99.57 PEET TO THE NORTHEA.tt CgNER CE PARCEL I OF'O-NTW W BEN ELL AIRPORT RAT PLAT 7)-AS RECORDED IN FLAT-162.PAGE 9 BROWAND COUNTY RECORDS: HENCE E THIS IN—OWAN FILLED FOR MID Ms A(OERMnr-R 2009, AL I.SOUTH BB'30'IS'WEST 199.03 FEET TO THE NORMJ25T cOMEA OF OF MOROAA K &L BY THERE PRESENTS THAT MARINA MILE PARC DE COMMERCE.LLC, p_, Ive AGEL PECOIU YF.RIFI bONMjS 4. CTgNTY 6 6 ME GUGCW SHOWN MA DESCRIBED HEREON.Ws CAUSED D By.`v /� �, .IS PARCEL IR THENCE 40FIG TK\VEST LINE O ID PMCEL I,SOUTH It•]Y0T-WEST 2T4.9i FEET tO LpHDs TO OE NO AND DS IN THE AANRS, AS CNN HEREONMI AND TO of ATTEST: BEPTNA HENRY .h. ! ~ • �}} THE SORHWEST C'M"IT SAID PARGE1 I:THENCE ALONG THE SOUTH LIM OF SAID PARCEL I.NORTX plDVM As V..P AHPORT rvEsi RAT'.SAID RAT DENG A REPEAT. CdMTY AOMINISTPAiOR !A {, iS �14 a AST 2BG.]5 TIE CO-A DE SAID PARCEL I:THENCE ALONG THE WEST {\ WTI MY RIG LINE O TRAM ROAD A9 DESCRIBED IN DEED BOOK 573.PAGE 112 BRDWARD CDLNEY RECORDS. - {D '4,•0 62 UNE ooH SO EAST 125Do FEET To A UHE BEING SOMEEE w -- BRDWARD COUNTY FINANCE AND ADMINIBTRATTVE SERVICES DEPARTMENT 1� I .' WEME O THE SOUTHWEST—AFTER Hwl/4a0F lIE SOIRNWESTT ORE-WARIER(SWIM)O THETHEIIREAIT -gIARTEP IYI/4)OF O SECTION 20,110 LINE ALm BENc THE Nop1H LINE OF PARCEL H OF SAID IN WITF.f9g\v1EREO.MARINA MILE PARR EF cOAWFACE.LLC.HAS CALMED THESE PIIESENiS COUNTY RECORDS DM`41DN-MINUTES SECTION Vx 9215 FEHEOTB 06M AVF.fu pIMORSPPLaL PLAT NC THENCE ALONG RAID AVRTH LINE OF SAID PAR WEST TD BE SIGNED IN TIE CITY OF Fair LAWERESSE.BRDWARD COUNTY,FLORIDP HIS IS TO CERTIFY THAT H OAFE ES WITH a PROVIVOIIS OF CHAPTER NU„�iIMVA`V PN ANGLE POINT FE D LINE; HENCE OORH,LINE ALONG THE MONTH LINE O ID-M)H, THIS=A^MI O T995R__�___ 209A AD. STATUTE. A55 1 IS OR Y FE B ND DE CONTr�MMISSIOAERS OFL BROWNq,x BEIN3 PpRRI.EL WITH AND E NORTH DE THE NgtTH LANE DE THE SIXITIEA T CAE-0UAxifR ISEI/D OF _. 0Y/ THE SOUTHEAST OVf-WARIER MIM OF THE'SOUNWEST ONE-WARrEA U'1w/4)OF SAID sf IN 2o.50UTN / ON{r. L W-460'WEST 106.92 FEET:nENCE NORM UCISH'HEST 11023 FEET:THENCE ALONG ME NORTH BO,NOARx MARNA M PAPo( RCf�LL -E OF SAID PdEFL H.Nro.RTH T6•IS'IS'WEST-.IS FEET:THENCE CONTINUE ALONG SAID NORTH BOUNDARY. P ID L/rt MEMR60. TY A STIL(Y,d'RO,r�,1. \l PCRiR9.637'(VEST 6]30 FEET TO THE EAST HE OF A AGE 2 BAPSSWERORCCETION AREA AS SHOWN ON ,,(yT L/�( BT: "V i AYyL.�.4Ja 95 COMMERCE PARK'AS RECgiDfO W RAT BOOM ,P TT RECORDS.TE 1 WHAM-rygynH paw_ B D l JOPN,AUTHo MANAc N6 MFMBt¢ L/. T EWE.NORTH 02•432R'WEST A3pl as FEET:THENCE ALONG THE BAST PMHi.OF.wAV LINE OF IEBS .ROSfI DpvH W c Y c ISSION ��T ALONG'�'.BNU OESCRBED IN OFFICALRECORUS BOO 38 PAE90.BRDWARD COUNTY RECORDS, ND. N T 19E6 FEETTO THE ND IN7HE DI T62c-RA - - W TNEss-HEATHER BRou ILAAO - -' BRDWARD COUNTY HIGHWAY CTZ[.3,D1,TION AND ENGINEERING DIVISION SA SQUARE FEE. S.WAGRES)M NTHECIIYOF DMII BEACH,BROWARE000NTT,FLOP DA AND CONTAINING THIS RPT AND ACCEPTED fSF,B45 SQUARE FEET(13.Sa ACRES)MORE Op LE55. /� ACKNOWLEDGEMENT .. Rr: N 'p lc B IA..YD„O� DATE PROESSIOYAl 'HHEIT TALE OF FLORIDA SS THE FDRBGONGGMSTRUMENL WAS MPNNOWLEOCS BEFORE ME THIS tB^w STATE OFLORIDADA OAO MAPPE 9030 SIONIAL FNGNEER OFORO•NARD EAY.O_44S_@ R BY DAVD L.JONN,pU - REGISTRAi N INN,4026J Co MANAGING MEMOER(P DJP BEVELM"TME,LLC,A FLORIDA UMMD LMBILIry FLORIN PR c PANY THE MANAGING MEMCR OF MARIMAMILE P".OF COA9-E,LLC,A FLMIM L-EO TIA°MRA_CCMPANT,ON BEHALF OF MARNA MILE PARK OF couHlRa,ILI HE IS PERSONALLY KNOMI BRDWARD COUNTY ENWiONMENTAL PROTECTKNJ.AND.CROWFH MANAGEMENT DEPARTMENT _O HE AND 10 NOT TAKE IN OATH. APPROVED AND ACCEPTED FOR RECORD THIS 12f ArMY OF Np1t^D<.L WITNESS ANY SIGNATURE AND OFFICMI SEAL AT_PEEUSM g_P1N 3______-o-_--_ 20ad.Aa IS BI—.tEUNTY.FLORIDA,MS_ZB'-MY OF @i2__ ➢B_,AD. Nrr CDMM N By EmIR6s:_Y i2 ____—___ HECTOR F DfscrE� �— yFo DANIA BEACH CITY COMMISSION THIS IS TO CERTIFY THAT OF'OR AIRPORT WE RAY WAS APPROVED BY THE rus�B'P T THIS RAT DEDICATION BY MORTGAGE HOLDER .� BO OF—SBBERA OF THE CITY of EAMIA BEACH-1R 1viD fir.- MANCE No. __P2Z_4o�..`AZ Bx THE SAID CITY CONMISRRON T. Z=OAY O[OLNTY OF RROWdD ILEING IROGLATIIONE..AS OWNER AND NOMR OF A CERTAIN 1-59 SAID MORTGAGE Ml THE LANDS SHOWN AND DESCRIBED HEREON JOINS IN CAUSING to SO DING PERMITS 94YL RE HIS EDD TR THI S iK T�LI�EKPANSUON ARMOR CONWDHRON OF A D ANDS TO DE SUBq 0 ARID RATTED IN THE MANNER SHOWN BUILDING WITHIN PLAT PNWICES S MNrcIPAUTY WRITTEN HEREON AND i0 DE H4.:HVN As'O.P AIRPORT WEST PLAT•, HOT MA. BRDWARD COUNTY THAT ALL APPLICABLE N WAVE BEBN PAID ON ARE NOT q E. ITHEf PRESENTS TO BENSIOS.BY ITS I .,A FLOOMO NAMLING CORPORATION,NA / ��A I V s cNJST //!X/ /NIGLJ(---� ATTEST �00-FARx) . R I�' rxls "DAY OE MM s eNHn.20o3E A.D. BT HiA OUR aE K uiF S.W 361h ST i9 A e w«EA�AMr/.�.(!„ llinl. �.: I/iT - c V( CRY OF DANIA BEACH PLANNING AND ZONING BOARD WINLESS WITNESS b4PKT 4p HAS AIBPPROVS AND ACCEPTE TO OUTTIFY NO D THIS RAT FOR RECORD MCI AND 10MRS L_�OAT CITY JmAuc��20D_L_'. AT pq BY: DATE! 3 (g� ACKNOWLEDGEMENT q�� STALE a FLDRDA T ON THIS DAY.APPEARS BEFORE ME "i V? d COUNTY OF BROwGROSS OF S.N NKRNiEN MNNA.A I.,A BOUNCING caEC AnON wiro fKfcurfD r HE FOEGONG PLAT AND INSTRUMENT OF DEDICATION.HE IS PERSONALLY KxgwN TO ME AND DID HOT TARE AN DAN. SURVEYORS CERTIFICATE SECTION 20,TOWNSHIP 50 SOUTH,RANGE 42 EAST A �'AN^4 4.^. I KMFN A LYNCH,HERE6Y CERTIFY TNAi 1H6 TML"i TM A TRUE AND CORRECT REPRfSFNTAnON OF iHF IGNAi� dD CEFIGAL U LANDS SURWYEO AND DESCRIBED HEREON AHO E S NeY AND PLAT HERE MADE UNDER HAY LOCATION MAP eROwprm<aLwTr Dn,THIS_ a A .A._, RESPONSIBLE.1ECnoN AND SUPERMBON AND THAT THE SURVEY DATA COMPLI21 NTH ALL THE NOT TO SCALE MY COMMISSOM EAPHIA! `l'2D-iolD aF n/ui1lJA.:ICISA h+ A REQMRENENiS OF CHAPTER tTi PART FLORIDA BTATUIES ANO 1HE APPLICABLE SECTIONS OF CHAPTER DATE ARY PLBLIC - STATE O FLgeHDA VMG OF ON THIS SEPLATT NAME KEN SET IVMEREVE COINOCATED..E. MEEBME ANON SENCHMFARHBB CSNOHfOBI MEERFON(ORE pEF)AD EHENCED TO ME D OMOSTONAL OEODETHC VENHI¶GL DANIA(NCvn)OF 1929 ANO 11ERE ESTABLISHED IN CquFORMITY VAIN ADOPTED BY THE EAN SURVEY FTM ND DER MUSICAL CONTROL. DaIEO AF PEM�Pq(E PINES,BRDWIAVO COUNTY,PiHHIDP, IS 3 DAY OF y�F V.D.20➢7./I OITYG K'i COUNTY SURVEYOR COWTY ENGINEER CITY ENGINEER SURVEYOR NOTARYlA_� _ PREPARED BY: _ AMEN A L PP SSKKCAL FARVEY AND MAPS� J/ t 00, Si E OF FLORM REGSTRATION S``` MILLER LEGO aAASSMIATES CERTIFICATE OF SR--ION)8660 A MILLER EGG ;zIAAGA,APB�6P-SH 081—MP-06 PLAT BOOK>Z9--PAGE1� "DJP AIRPORT WEST PLAT" SHEET 2 OF 2 = A"RE "ems"r CFN#108265889 PUr BOp B,C.q.a Bq ARO couNn R... A PORTION TOWNS TOWNSHIP 50 SOUTH, ,RAST GE 42E AST.A ER(SE IPLAT HE SOUTHWESTAPORTION OF TRACT 12 IN HE SOUTHEAST 20, Pd e2 of 2 Chr-a-wAr TOWNUHIPSOSWTMMAPOF EE ON20,D TOWNSHIP OF ANGE 42F S TRACT 12WTOF SOUTREED AAR 9 MRt E ONE-QUARTERBDIVI IOF MAP CSECTION 20,TOWNSHIP USOUTH,RANGEST EAST OF THE PLAT SFREEDA BRVAN'S PERLuuEuiNRfR F cE sea+IT SUBDIVISION OF SECTION 20,TOWNSHIP 50 SOUTH RANGE 42 EAST(PLAT BOOK i,PAGE 101 OF e'uErAL Rao MM Aulltwuu qsc Iu]s'tatB THE PUBLIC RECORDS OF DARE COUNTY,FLORIDA) (1'x.'SWME)CO+ICREIE SrANHO to IBeaB . ERMSE NOTFO ELEVAIINN OB-D=En BIXM EArNENT DRNwtE =... CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA. �I gw _I x " S.W.33RD ST. BASS) --, rc o�urz uxmn mwBn� am ac.l / \ /(Pu P n Ix w,a o.u) =w,m we Puictt'� { ._., <__---\_____----------------------------------------------__ _- __...-._______.. __ aBli TO Ee acA: _______________ I NBe9YgB'E MAP- +R� n� y_ R tl �Mjp su sMM�.1 •=Ea N, a yq IYR.S 29 ... mw,x A aTt a 'TR II w•rRw qqa Win, �� - 2m Z:rl ll.'a ar nR .QS ;11 yR W, ua $ A # PARCEL „A., � q,n wxa�trz `9eH;i �6 II k 13.50 ACRES a.a.�isg r sA Pn��u.l rm"19q.W' O ma n A 4 587,845 SQUARE FEET .vrrzP�iczr. T-1 n' I 11 YY eT].W' A N .y oar.-azs See]e SYM m eawwAr v jf "NSXOm v"°rz`�` art¢ me N < va ua.rn.aca) >Pa>e' cl HIq �O I Me)aYTM torµ Wq 171 acRa'jr PMCFL'H• x Nee30'IS-E users 2Be.J5' IOTAI � � C _14 -AVExsxoa R mTNR.)Ate.Eu B� i<o'� rzrM vw �3ipp3 3Y��iII Rk CA�., (PA ANIpBRT PLAT(PLAT>) a R R or w.'°'w/Pnl"w'" 1BB.Yz rBTALN �a� �6w-, ,nw seru•+B•N seetm.B + � Bgnm Veu[Vnc,�sc'ID - ! 'RAVENBnBOB E>eM B.UE. r<�IMX—T IL AT(,LAAL. �cU w&Lam,PCB .R.). TAP..— AI r,wnox:c v 1.,.wxur»wanwc IP¢w.xc m ua¢s. w Nus w,ona,n m,"r orrAn ww« INrwr.nrz wrz or SW 36TH rwr rE rot x<mwo a Ms rut rwr ws s mw iq rrB STREET o uzws w no oxHn. Nam.woNnnRc mr.uN,a wm a.s aw.maq. rnow wawo-n»a rR.wc euo/m'"axAn u mwR wamxa ,rz nm,u ies,urm ro m raa nrw soa w<x=»w o�qe =.)r rgoecr wATm uea ssw wren ozwxw no me eaa rwE ra w,wr„wus,qc wr.erwue me L,rArq r,wu na o.rz or,r,w",L a na vu,Pr maNn mwn. PREPARED BY: s rra RN.No oxxn wo rcq,mro iwAms o. wwu=wx. rEwrw wvs wrz ». arzrz"'ro. QzamwN,x..w�w "v vaa e.ciA.,wbN� o-.r�alloc�m�s ��` cownwarr i w,mz.'coav w;ac `v�i"" aw°Nr".° vrz oco i m,.s. MILLEREGG M—F—. I RmR mmA M,».r.w rz,rAxro a a.n mHN » a, .wPwPa Brz,.....rz�w��wn eww wRw erNo,N�waw,. »NBa,bRw,.aA.�. I>a. x,r�NHx Nw N.P,A=oaR».cr mt�wwPxxwt rz mq�t„.m m" a= gBAm Br Aw.=—r rzE,.xM_....I. La,.xAw>Na 081—MP-06 �.; USE:INDUSTRIALZON, _ ww�.� I FYi6n'w roNo _ I — ------ _ 1 •I i I 1 a I 1 I d I 4 ——— JJJ a eM 1 sPA�Es I�� I ' I i \ .o...� T "rats a rwiEus wi �,.e,e,m w � k,.. I Ia, o .. wJlaN o mmnww m� sroan FFE. YA FFE. § _ Il •nmz �- — . .,�. ZONING INDUSTRIAL — SITE DATA: � � USE:INDUSTRIAL — Qosws _ _ 1 a -TqN mov oPwweFacn noWOA 1 wo SEOE IGx.Tga GROSS 9SEMEA' RrvI FPSESENT: 2's�1—._— '' ]os,w o eu`uc aEGs Reaum oEof PRO— II sUROPIGCOYi Awl]s'f :na•a •or. E ERMOL6 - y sW.]SY, ma J' _- •� ` �� w'u� w P S C NUOER aF esiglFs 15TONY � 3 wv vwn 13VU sC,=FFE E ErBACNS rtfERgR 3n 6 MN 3tl v""K . Ffe " PRE�RGq qR .ww 1 1 A ma�. w� R �RN�Es a zo yo R YEHGWANSENeEq' �- — .— t7SF_ OULO m OOR—Y/STORAGE •.-,JII MTEagR SE14ClVRLREMFA VfgstMWG SF ] t55b,SF opZ (GRAVEL) J` sPECAiaEHcuua usEPREa q —.ns ss OFF--TPARRWO RE031REO P—E. ^'•µ^ s �'\ - // �� ;® EGGRTaMw EMn.sERwEs sPP�E PER — q I SF u >nE aniwG � ORaGE/wMENOU3 2 F ] _- ��i HercRentals I ; o I '— PM a]ssos ' R.:. xno,.wnmbslow. oiacexrwuo sE: — uses Ix I CplleNeiR yw mp NOR1X _. WOusmYy — usTPwwiL/-m _ nvw USE ENDUSTRIAL MIMZRVY 1R _ Y4""vn T Easi USE'INDUSTRIAL WEST .r.S......,.......n...Aw.r..... wuyH 6 - _._._ - CRAVEN•THOMPRON AND ASROCIATES.INC. MERC RENTALS Pn011 67 EENGINE- •wPt�NNERS GU�RVEY Rs CITY OF DANIA REACH SRE�N SHE6T'NO. PREPAREOFOR: > MERC REMAIs SP-0 LEGAL DESCRIPTION: ALL OF PARCEL'H',RUNWAY LAKES III,ACCORDING TO THE PLATTHEREOF,AS RECORDED IN PLAT SOOK 156,AT PAGE 44,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA.TOGETHER WITH A PORTION OF PARCEL"A".ISGETTE'S RUNWAY, ACCORDING TO THE PLAT THEREOF.RECORDED IN �• I t PLAT BOOK 158'PAGE 10,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA,AND BEING ALL MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID - PARCEL"H":THENCE SOUTH 00'64'56"EAST ON THE 1 \1-595 EAST LINE OF SAID PARCEL H AND ON THE MOST + � EASTERLY LINE OF SAID PARCEL A'A DISTANCE OF 292.11 FEET:THENCE SOUTH BB 43'35"WEST,ON THE SAID SOUTH LINE OF SAID PARCEL A',A DISTANCE OF ¢ 187.511 FEET;THENCE SOUTH 89.2920"WEST,ON THE 4 1 �- - SAID SOUTH LINE,A DISTANCE OF 716.4 FEET; . j ifi( THENCE NORTH 00,54,68'1 WEST,A DISTANCE OF - 284.15 FEET;THENCE NORTH 85'49'41"EAST,ON THE [ I � {I�L LL s WESTERLY EXTENSION OFTHE NORTH LINEOF SAID -Q tttt C I U PARCEL ID"H".AND ON THE SANORTHLINE,A L ` fl II +p INDU DISTANCE OF 803.98 FEETTOTHEPOINTOF - �� QR . AL Q BEGINNING , -' db� '� TOGETHER WITH: Yo LIJ A PORTIONS OF PARCEL"A"OF"DJP AIRPORT WEST PLAT.ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 178,AT PAGE 69 AND PARCEL"I"OF"RAVENSWOOD 26TH AVE.FLL AIRPORT I RFC'¢ PLAT( PLAT 7r,ACCORDING TO THE PLAT THEREOF, I 4., -'':' �c•*' P•- ! I CV - AS RECORDED IN PLAT BOOK 162.AT PAGE 9,BOTH OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS < A FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL"A";THENCE SOUTH 0015344"EAST ALONG > ;.Es_ _ - �,, r( +r{•�1 THE EAST LINE OF SAID PARCEL W.A DISTANCE OF 19957 FEET,THENCE SOUTH 88.30.15 WEST ALONG A SOUTHERLY BOUNDARY LINE OF SAID PARCEL"A",A I Y---217��^--/DISTANCE OF 16.00 FEET TO THE NORTHEAST CORNER OF SAID PARCEL"';THENCE SOUTH i �OM MERGIAL 00.53'44'EAST ALONG THE EAST BOUNDARY OF SAID I1-STORY - — PARCEL'P,FOR 61.01 FEET;THENCE SOUTH BB'30'15" Y MERGI _ WEST,FOR 321.56 FEET:THENCE NORTH 00-5344" - ---- — WEST ALONG ALINE336.54 FEET WEST OF AND - PARALLEL WITH THE EAST LINE OF SAID PARCEL-A% g A DISTANCE OF 263.67 FEET TO A POINT ON THE I WAREHOUSE i NORTH LINE OF SAID PARCEL'A":THENCE NORTH I�iK_�"!1 - 1-STORY ,1 OW2920'EAST ALONG THE NORTH LINE OF SAID I 3 f d PARCEL"A",A DISTANCE OF 133.97 FEET;THENCE NORTH 511'4315"EAST ALONG THE NORTH LINE OF - ,�,�st'�;�•. I SAIDPARCEL"A',A DISTANCE OF202.58 FEET TOTHE "ai 1 pii I pl POINT OF BEGINNING. 5 SAID LAND SITUATE,LYING AND BEING IN THE CITY OF .4 •t,. � •- L t�lA4 I ' , ' 1 DANIA.BROWARD COUNTY,FLORIDA. R I 1 t >t fk 1 e m�t►.a..... L xR- 4�nn+►• f L l�.rvsr•+v,r 4 � f� y I �y � . �•C811�ble�Yeu N9. _Ilk p �w: a.�,�"-'�. CMVELTRHOMPSON M.D.ASWCIATES,INC. HERO REMILLS c PSk1E:Ef INO. 9fMPRox i/�TT mN61NEER4 P�NE SURVEY GTY OF WNVI BFACH yam , PREPARED FOR: -ON PLAN HERC RENTALS eP4 903.9612 ' _0, N D v. 1 (, .,5 ° % �' b" F Y % 7"' � ',.�/ r�n�R^'�''p.T �I.,`� � P •wvx-� �,�� (1 a '��' .w 'rrT>7>,i�77TmTirmr�n7/7rrir �� '`° `""i RU WAY LA�ES III" �� I g IiMA c+ PART OF,PARCEL _ ISGETTE S RUNW b pg'A 3 (P B 158,,PaG 18 B- ) 1 STORY "Y G.B.S.ANO FRAME BUILDIOl NG �HTbRAfR'lO aa..a�am.aa..•,. W> S7 oN ,.1 ,�,.pT\'"°" �• ��!1" ��IliL• pE,kELOOATf ER VE i93 F$ 11 CONCRETE ({ $/ TD BE EMOVED TO BE OEMOLISHERAMGP •" I rvy.�. ': a K , mq+F •ll � ed : 4 Pd.} ,,.. S89 29'20"W 582 43'(C) .wm.m vlun �Gd1a § §a". r..iaae.,o".aA� %(r m`:` 3 �• �Arowrl PARCEL"A" OF "DJP AIRPORT WEST PLAT" +Lnaur /�'� (P.B. 178, PG. 69 B.C.R.) u. �r o- + /s•d�A C A N T o L 0 T „. ® —ET—SaR,—BER E Eo 8 ,vT�f wRemARwNoaTRroE ra BE BEMvvEv LINE DATA: mBETa:�\ s PORTION OF PARCEL"A" OF LINE L7:NEe'43'35"E 15.00' I "DJP AIRPORT WEST PLAT" >a (P.B. 178, PG. 69 B.C.R.) SSE'30'15"W 336.56• •�.�: _F ' PARCEL "I" OF G.,f RAVENSWOOD 26TH AVE FILL AIRPORT PLAT(PLAT 7) (P.B. 162, PG. 9 B.C.R.) _—_—_—____ — S.W. 36th STREET a kpI.��p wE � MENTOMPO�N1NMO INE— UNBA S LO"NIVTETS NS. HERC RENTALS GTY OF ONNABEACH SHEET N0. HERCNNTFOR PRELIMINARY DEMOLITION PLAN 61 \ III — — — � N88'49'41"E 903.96' a= L 11 x "RU WAY LA ( KES P.BQ1 6, PG. 44 PART OF PARCEL ISGETTES RUNWAY' 5 r(PB 158_P.G 18 B4YxI9 y.;' I STORY 1 C.B.S.AND FRAME BUILDING x ll v d onc�^rmrsmuc`N'I"n"TM"n¢ fox LINE DATA: d Irrswv ® LINE L1: N88'43'35"E 15.00' o ,rrs Naa: 3a. m I \V k s � \ -• xr..,,,xF s - n II - -—-—-—-—- - - -- ;_, u u r` °^ S.W. 36th STREET TY SECTION PEs III SILT FENCE -- x, 6 vNxa P.E N. {{§ REV CMVEN•THOMPSON ANDASSOCIATES,INC. HERC RENTALS 3 V7 F�NOI:EE�RS f�NERS SUM1—^V RS cIttOCRENT eLS 3NEET N0. 3 PREPAREDI'M PREUMINURY EROSION CONTROL PLAN '� naen^sie�n ivuo HERC RENTALS C'1 gin_.•, uu _ 4 l s Xr-"'1t eH. ry X.. 44 �. x w .•ua.+= �__-._ P -.0 ND ,� ,E, 1� I EXISTING 6'FM -- I •.a..m I �I tb l A I I� ,....__ .-._..___. FM RELOCATF EXISTING I ! { x,an"e.= �e EX.DDCV pN0 EX.FIRE HYDRANT I -�ti e" EX FDC N FIRE HYDRANT% //f1,. EX.S"WATER MAIN "1I �I,/ .� .-4_ ___ ._... —_ Ct ' F � O .. ,.,. Axr..wa 0 .� a / TING � E �'- _ - w -- •-Y� _ LIFT STATION pT GTON X PARCEL 1 CONNE XIS TING/ / C._.._.,,..,_.�...�,) �i•_�-•�^"•,•o,�.-^P'=-iR9---(1.' I —aj'o"�� 1 I "RUNWAY LAKES III" mm (P.B. 156, PG. 44 B.C.R) A�T F PARC L A" N RELOCATE "ISGE TE'S RU W FIRE HYDRANT ( B. 1 H 'R) PROPOSED PROPOSED6"PVC 1 '� 1 STORY CLEANOUT(TYP.) SEWER LATERAL j p. CB.S AND FRAME - ---= J ®i%sIOPE BUILDING ` �� 1 i PROP.i'WATER •,• ea•ezw C.�/ I O yam/ -.ewe 1 SERVICE � III SB9.29'20"W 582.43(C) P a.rr a i•sup PROP.CORP.STOP TO EX.WATER MAIN EX.S"WATER MAIN 4 _---- �•..---- --^'- - EX.FIREHYDRANT PROP.2"FIRESERVICE • I CONNECTION AND DDCV Y' EX.FIRE HYDRANT o _ LINE DATA: 1 LINE Lt: N8843'35"E 15.00' N 1 1 II 8 �. '5893015"'H� 338�6 fc�. I I F p .J1 e T I 7{ VI S10 S CMVEN•THOMPSON pN0 AS60CIATES,INC. HERC RENTALS 'xpB see EEH-ERS.PLANERS-SU�RV�Y CITY OF WNW BFACH ASHEET'N0. PREPARED FOR: PRELIMINARY WATER AND SEWER PLAN t HERC RENTALS C-3 I.E-152(S) OPE ) _ PROPERTY LINE . 1B P E I 41 E X X R EX BS LF PR ARTY LINE 3 . _N8849 90396 __ :. ...._ _ _�._ i� XISG -j—f/ ty d MATCH E%ISTINO _ P D N I.E 1 9]Is a MATTIN . 3 PROPERTY LINE CURB ELEVATION - v. --_ y_ CURB E EVATI , p R ON 0 � X D J (+ �, 1 I �r I { t � I •i �t',� I � � �' \I e .. •. k x s?8 11gAlN .� TF� EX'40o LP e^PE EXF I iE��D1 i i I� yaoAD I ��F{,,'/'/ P RE �'0�7' S PROPERTY 7 1 � L•pv,�A L"i<I�T1 cgrcN � � E�jc�nsPHA�iDnwecN, }. s % / a f _' f o LINEI- ROWLINE i It f A >•-' c�.�MAC.1''�; y [a'. .''1"', Jam';,'. 7 -` y. .__r� t % i N ARCEL ,•H,• ,RUam> �, r ( ,� MATCH ExLRnNc (P.R. 1 6, PG. 44 B.0 ,L SAWCUT AND MATCH CURB ELEVATION '(� EX CONCRETE EX.ROOF A .FLUp{AEC{}VP) " I j 111 C J e ff - t �Y�_-{ -31 ISGE �5 SOU ❑❑ (✓' DOWNSPOUT(IYP) SAWCUTAND MATCH 1 �br :a 1 8 1 y EX CONCRETE f L \ \ Y - 1 STORY 7� ✓: C.B.S.AND FRAMESAWCUTANO MATCH ?_ /t..,.i;' y y BUILDING ' EX CONCREMATCH EXISTING TE CURB ELEVATION Ii MATCN EXISTING EX.ROOF CURB ELEVATION DOWNSPOUT(TYP.) A' y I,� 'LE'=48(8j 7 .��1, x SAWCUTAND MATCH I' '� A -IE5'Y9 E) v'Ip1�.' '._jEX ASPHALT - TO REPAII 1 r /AEI '• � £�^ -(! r-++- �*-.F�. X IE,p 3.0(E)I �E aMM7 S�IE}NAL IF ^^-�-'—IY DAMAAAGEO j'� _.y 1 �,: (,'t = i.,.: �.SIIV/hSUT.t �TOJI �+"-' �-••CAN}L`UT,�{��(�S�jyyj��,'YGI�-1�-�-r'� �..� - :'�RB'ELEVIATION' r:+ -- v�r,.r 589'T9'20�W 58T.43'(CJ PROPERIY LINE MATCH E%LBTIND / EX 105 LF 1B'p.E. rr v� — SAWCUT AND MATCH CURB ELEVATION EX.CONCRETE LINE DATA CANC _E/�`5 4 p31 LINE Li: NBBY3.35'E 15.00' / F UPI! r1! t -/ J 1 (y PRQ�QEpRN /� ,J !V•Il`f 4/ j J ! ✓ ( )X •CONCRETE '.t7'WE f :y I FLUME(TYP.) ST98A@EI, ( f) 'ry I �075 V/ 338�6' e I \ 9 � L e ROPERTY LINE I SEP WTEUMT— RoN d ENani Ra iRc,AwlavxwrEAPRr.1.mm � `�NE�a I�]_L(J IIii�L Yhlll 11 Sr ION CRAVEN•THOMPSON AND ASSOCIATES,INC. ERC RENTALS SH6ET'N0. } � ENGINEERS PUWNER5 SURVEYORS D H-DAMABFACH WIND ,ING,GRADING AND PREPARED FOR: DRAINAGE PLAN HERCRENTA-B 0-4 -"NE j� N8849 41•E _ 903 96J-1 i-i� P 0 N D ry-�- g 1 �� -Rd ErtlY4 E � -« 61?Itlo6n�V s{ORABE�-Op f-x�l� Z6 Ntt��sPpcB a �. � ¢ I 4i1mHR±lrrol m� d � � .. J b9cR wr RAGS t eotiAwTora _ f- � � �" ..0. s ` UT $ E 1 '. RoE xd aAR oRr RET T oN AR � t >� t �_a >�...>-�. ,.... - ,. _, � :..� I / toRAaE ••RU WAY LAKES III" � yx�,� 0) PARCEL A w«Ire sraFsre s�Tirva.l 1 ' m .i �-3 'ISGE TES.RUN Y w`aowlnal � II � P.G 1S B R 1 STORY uw v wxisee oeTinl pweN¢q°�.' a ; 'b p j C.B.S.AND FRAME y �1 b9laemla >'f BUILDING � aROa.vwNn uni�.a nee.au..ur 4 '' siwBNOltro.t - , - I- � I1 1 b bL)DWDODRquhuYf ,'t g 1 t h Rpb b � S r 1 �•► b 'E6.. •—� __ «.,_ �.,.. ,..._.._ -;— Ln aRoaER LNE u.. ° IR1 D1 ) >o� NOTES: aaaro ocau aAwVRFNr NARw Ncs.AN. olsTURRED ravucIn ouE T sTR Pwosw wwTE N / ��'^� .� < ` aTR�cnoNArnvmEs ^'vl � / ;�.� � )•-- R�L aAVEu ,w aw uG o LINE DATA: t^ v \ om ww�ur�so ENT MTOs.NIIRI T 1ENbr,ESRxro LINE Lt: N88'43.35"E 15.00• s aAv .rrtawRHwos awL eoo enscsRaousnc 4 aVivswNi wxcrou°V1i«ouus,Itci vltt awu eE na aai wuoEsuwsFOR •�� 'v 1YTM�/:_� �Tb4Y `,B\--`�� L DRAY@LI F "NE. bay Ra« aE: »E« arN«aRw«Eao« � suLL abNs sNaLL usE,raEw RF,:LEonrEatFET Nb NAreRIAI. � �/ ].IR/VSEO—E—T RPM I wA ERa sI awu M—1 a OR E— •1:•. s D,aT«EabxrbRa�N, SARNEaNE °E TIN.bar�":ER H<«F«�«��R«ao«y R�Raa«. sse3�ls V` ribs( r i . NO 1. AaaDE b a/elisroalvasroRE t: t n lb IANDSCAPE AREA 5 a �ER,rDNE N ION 9 GRAVEN•THDMPBON AND A590CIATE3,INC. HERC RENTALS ENGINEERS PL�N,NERS SURRB GTY OF MNIA BEACH PFfELIMINARY PAVEMENT MARKING BNEEI'NO. PRERAREDFOR: AND 810NADE PLAN E HERC RENTALS (r6 .. 18'PARKING RETENTION B" *25' 218' p' B t32' 8 Eir X BLDG WALL 2q 5' ±150' RETENTION AREA EXISTING DRIVE SOD EXISTING *5, DRIVE SOD DRIVE AISLE AND AREA DERIVE XISTI G AISLE DRIVE AISLE SOD AISLE STORAGE AREA 5' SOD EX.BLDG WALL 5'SIDEWALK RETENTION BOTTOM 2°%^ 2Ye RETENTION BOTTOM VARIES 2"TYPE SP 9.5 ASPHALT PAVEMENT 2"TYPE SP 9.5 ASPHALT PAVEMENT TYPE'D'CURB 8"LIMEROCK BASE COURSE B"LIMEROCK BASE COURSE TYPE'D'CURB SAWCUT AND MATCH 12"STABILIZED SUBGRADE 12"STABILIZED SUBGRADE EXISTING ASPHALT SECTION 'A'-'A' SECTION 'B'-'B' SCALE: N.T.S. SCALE: N.T.S. 998E PARpNG w[at Y SRNP SAGE SIGN IRECGHLY9 EbS9N¢ASPNai AIO LOGTIOMFOOi.— XO. FEw PA]Mbi AOGtBAJC C9 9MIIA1 F1P.]¢M ('YDM RISES) EbS1Yl6 PAwIfAi TO fWTI�� EbSINC GYP,,FLIEIIT F.0.o.1.NAXDIGP FImP A9PNai PAM:YFM R¢wGE]x RAMPGFAPERF.O.O.T. GSED ,Y Y8 ¢SSpbLPE lxl Ihw INDESN0.]W G i¢P CFNTX LEAN t LOGOPER BASE9BR�,¢¢YM) PR¢PG8¢ ABPWLLI GPGUTMMSYGOIH ACCE89NSf PAbE INFFA ASPHALT —IP�L4Y011 N-N IRECGMMEHDEG &IE J'PEET GRBFEEi ROFX FCOi�xo. NXEALIT AXOMMR FTP-]¢OF IN COLGR ......................................... S'G BC—TEELJ®E,FILL TYPE'P GIRB eDLW GE PNMEOOBHReNEttG YW ER YELLGW N1TH REFLECT�2 TO E ¢8G J'SIA9ULE b IIYfIIOL% 9�a¢"CRAB(LSR.AG 48j Ebs11N¢BBUBCRAB �. PAVEMENT CONNECTION DETAIL Jj 4 Y a-RXwE ML r1N ®LIGNAIx],WO P91 �ACCE9918E PMIelG CgIGiETF —TE eUE BPACfeNA AGCEBB N8LE8 SINCE BE LEYe WIN R S' AePXALIIt Cp!¢PETE BLUE eLNPE9 PFA SURFACE 8OPF8N¢T E eUPFACF EtY11NALL p b ! K�)IZ EZGEE¢INo,:50 i PEfH.FI tXREGTONe IIS]I E TE BOLLARD DETAIL scat:HT.s. ACCESSIBLE PARKING SPACE COMPLYING WITH FLORIDA AND ADA REQUIREMENTS TYPE"D"CONCRETE CURB a6 9CaE'N.T.9 8 A P.YnJ.aN.T I i mn°Q° I S I¢X s Iart CRAVEN.TNOI�SON ANDASSOGATES,INC. HERO RENTALS SNBfi'1'NO. EENNGINEERB—PPLANNER. SUIT� .,--..CH MEnc aEwTnOs 0ETAIL8 AND CROSS SECTIONS aB | U^ _ ! _ , §! { 0:1 ) %0 oR| ■ \/: E - ! | � 2»e_a ago }Z/ . . . . . . . . . : 0)}{ § | !}®* § 5 5 V) 2 ! | i 10 § | nmm«EL m §| )] � | | i | | �e�w�m n�e��e�o A�3 . | . _,_ _ �� CODE DATA cauA a+.00A® arc-LM lwnox m,n wL na�mi o�•.meox mrc-!M icmo y3� 1' rPA 1lI,1/[nitt ma-ml! elP 0.aaR R.WR. ua^Ip a(L0E):[tlF to/uPxmflaFD/SwxmID t� �mEHt��L`�t i9L�w/9F IWI.L]Lt te.11O SI. io NSIIRU/IY]KL Im Y aa5!/�rctllVYa pttnGllYot�roipO mt�v U. N'A![IIL^5[fl0 t ma Ei LMIa/ IM 9 �� ^111¢tMH ]JI!sf./100 Sf..]!acuwrt5 s C lour mtte tllee Tl£N1f ItWiED fCRetwL-taEl uM NWOMR[IA[M tl ut St/SW S^[a�I. to 0.1WMIR O- .g fER0.atloA etA [ Muvw� L t 0! e�\WALL FIRE EXTINQUISHER arr. �1 FIRE FKIFfTER WARNING SIQNr...! t e ,!a.] `n+ ].rls .6 0 L e s .. sa w.c ImS11 mllloll rux a naln.]s q ,I ore: ��uwc�n�-rol tccm�omlxLe C U Y g srnnm-wok Mla p re�c tmi w lwiu miYY!!rom a aav x« U Z n E _&3M oars rsw,m n.tull: W=& siawa�tt°`Lnli�,",�'=,wars. a tem �ylm liiam�`i_ 9 rn_ till-nAcvrAtYx a.ou: I�l,a Rant.�nxa mot-omnllL�a-!M tmltx qqq tgteLN IN'R 1 N L fl Coo Y � O L4 LL F� [ QNo q D (r (i•I li) n ] o) .) (^ it I ":� �1) (� ¢ `u f f 1 Q Q 7 � � � I� 7 7 f i 1 r LIFE SAFETY LEGEND , I I I I I I I POT r CJSTOMERIII a« a s vrsars/ «!c mlwu M¢tmGOlw- tl0 u u. Ymnl=monnw"¢aiet mmltN:/I.wl Iis.n..] I I I I I I I I I I I I i �^°°�•°M^��°^' ma-IlnYnr ut oar I I I I I I I I I I I I I EouwMC7EAR€ I �•-.----- ----- I , a. a �' jpfl � C7 i � i B 9 at]cwa eu wn(sa lt]nreil a. g$� � ! I I I I I I I i I I i I. � �]raa/„=MINaM• o,� �� i Iw]a,c °a loco d F V'e d i I ® l.o.a ot,mtaw Q.I. i i i i i i i i � i i i i i i cusrdMER r � _ qq� �� r OFRC�E ARFA � �w neonL`.a I g ® A LIFE 3AFElY AREA PLAN ARA CALCULATIONS A1.1 5 g=s rorAt Iximxc euupxc A^u se,tso so.Er. INTERIOR SIONAOE GENERAL CONDITIONS .. � xrtNox°fx.BxRO°w,w�®u°�°FM1i[m nxx"[xns�We"omrx M nc B[ µ�v[an[n xu su[s swu az omaim,B a i"'"'q ar,[vP[wxr r amp onx m[.e.B SEL osw x��m0X1Nuncx rBixi s�xwo"'"'ina'KKno ��'m B Feu A eB a PxxeBe,mcm..z'o' n�w,"a�'ow ' @ ir.i,sxu or ri"oow omM arm 5°maw01'°x.•rr� ).x[auxamis un 1Buxw a m®uB __ —w�smMar,�'"`wnaa�"`wxu°�[omrORw"" �n nwso n"�'1°`•M[cims�[,wxuMiva�.o-o Br�"aB a msv�c�mmusrw .mac ar u..,ww w g trs�ois,aMBciax[x w[exs wv B siBrnr vxwxaim a swan � i'W.uxBE ABxs MD _1/s' �ra[B,ome O n B'�"'xMSFw e'�"�p n sw BWrrexw"o[ u'Bu i vMR Wow awm V°m `< iBB,nx'wnox,�w �ar4xs x�oa'rt e m�¢7•usB M(sou[n[snmrs w 'a°`mioixiv'�`i mwsm>�'�" t C. a NWI ICNaSa IILN� -1/1' B¢B,mwamM° a U T a M NUNBN IAB[M xw[SD ww,OINm e" a B s:•Y Awat x wnlo� .n,xxnrz crWc ro[Bnxw.Pxoxn[�rmov uB¢�,�wnaus x�nmxxysl Mw V Z B E rde L19[I xoov ixsBF Mp gx5xx'M ' � �m�[�wex ai W W[Mw•�mwa E x Pxowo[BxM�mB°[[x„Bow xW�[ oPV.1RV° B-sS CIED'nl.D6oi PBorLBauL= a e aLM rm"""�[m�Bu,W'u�a[u a°pg1i rig[mmr zrc sww<ar mG0°`Hrxxwx`aB°°,•W L µms""` ,'a10X'`rnB[°Burs°s""w.mioo[[BPr°.vm Bswa¢ rB,Ww B,Br.,.uam.[[,xa r m"^ �iMB wcN�w�a wW'Boax r Zp° 2S w Bx :W.BWmmB o vewwG xumtTsm: RA M AWE m aw Q N N 1$j�! �. i ie awivx,cx Bwu v,vM1xx♦Y,s� ar 3 a Ll Ty S� 4 4° 4 �� Y �? r' 4 Y 4 B�a roa[MaWm.,MawWm �0"a uW DEMOLITION NOTES i I I I I I I I I U —ON�B[,a�[2 m x mxsN'�6 MC CIFp,,B B[BmBn♦i M muPLLr¢[of M . I I I I I I I I I I I I I I I I I �BBWmxmmrMm,Bm¢[�mN��axs. Ba� 71it �N�mc¢a"0¢oulpx MFAB a[IW MB B[MT mB � !1 �_ WALL LEGEND g ® n EXISTING/DEmounON FLOOR PLAN A2.O 6w•.r< swx[PM,mwx w,: _.� �'.asoi xow�mB�Mm yr-I or-r o-m• yr m• p g A I I I I I I I I �o i L V am �C. I I I I I I I I L 0.: MNNMNANCE 8o EAR I I I I I I or E F U 4 I I I I I I I I I E'a I I I I I I I I 1 ggs V I i I I I I I 1 EQIIIMMTI I ^ M C o Z � CI F.a d4 U <r� y r Q N Y LL a:f"" U wl o a I I I LZN = Zn` I I I I I I I 1 1 4 I I I i I I I I ••� A •I I I I I I 1 I �� •-� , �� I� _ ® >. PA -IA FLOOR PLAN"^ WALL LEGEND _ = A2.1 T a S r� Au $� s to n tz to to t5 is n - — - - - S 1 I I I I i E y l r 1 1 m Q.o o0— — 0 � I I I I PCT/o l oMER C i I I I I I I I I s M R I E STORRAGEAGE tdr I I I I C Z.a AREA �1, 1 r d 6& __ a i4 ¢p"m L WNa 1 I I I I I I i LL 3 a uq � I I I I i I I I j � I 0 •AbK�� i� I I I I $ 1II I— —-- — r-- ---- ¢� HIT (.1P_AR L FLOOR PLAN WALL LEGEND O lro^ eMwl nu PCT/CUSTOMESTORA GER B r.CE 'g �0 `oo F A>^ I D01,sn r C m a DATA i 0 SALES I (g t=E ® E" El' 1 � I 1 MGA H OFFICE g O r.F--7 e I / I N SAL iFc L M rOG 2 MmM / \1 C ZR W Ili 0)2 r� ¢p SHOWROOM ; U � I a L J 6 i Caa: a! O i GENERAL NOTES 0 o N BREAKROOM i— � ws ®mR mmws"mrRm m mWnvm 6 O w i a • - m b M iRaCrtc`vww m eonro xlo aWvxcnw. L Z ry V M \ i '000mm w wriaa R mR x¢ I I xorv¢IWxss xm[m omrmmc� L � a o[nRot amewY6,rt m M xrtHI I 'MMRM/MMIW�W/RW�I Nm HT6C Wfxf6CxMM®x• wllxw x[Wx RRxR n B r-c. w x mu wmwm xR nxo¢.in. I I i 'xo"`wu:��ao�m W�im'.wwcM�rwmm. I s�tlxm W'�x mMOwx a icMwWia. wnww.W r M I TAAMNO ----' wr ei� n�m"`inww xr �RR�"wWcy°°"W��e s •� G � �� umlars rmaw mRwRw '!t R.-R�r.r.m ,.RSRu ti<wnnas vw wRR.aws Rtra.¢YmWrrs. a' ��' j t I I I I i'Ru�°0u��maenc xm ww.x wsaas xni e': 5'u_ � } dl dl {{§§JJ5pp5 ) II II �3L� R�d xV[mV.q""M xRt�[IC mM Nt mrwRo VOP 7 ,; s yy ® � I MRwn� a¢M' aWRRS WRCxM yp[� flmm w P61NC Ntwioi¢ 6�Y ( I � wmrt xowRmMR3 w RWURs Rax WMi M ReW. M NNn[n mrtw[ DMI01.R Wb Rvw � I RMDpA mRR[R6lWCa1l ��wn� mJ/¢ opN NRbnn WALL LEGEND Q A ® r1 Z.3 PARTIAL FLOOR PLAN SWLLYA3-3 UOURL)a 0N3d 0 118tualA OJOH ...... ge ms L SZE -A 604nnAMU00 LWWS SNOUv'L6231-lv 80 hO1Nl LE w JAI HN I N., ZZ7- 0 lip —77 10 0 z z z 0 LU LL U'l Z L£££ oP!�ol� 'a to P�aPno� 3�oj sm 2� Er��mggF$- �b <e.ye r{c.,aosyl,.ry eaee aoo11a1 439Z MS LSZ£ ' 'caro=f� .r1J a i z �'di6 zc uo!t fnj;-uo0 muwe SNOIl"ni-IV NOlid31 NI �m Lisrwmv_e C C_? `�0' i c\' e r n wawa s..0 n a u r I I - 1 - I Z - I ~ x w t� — r= Fib i a ��ns• i I s — w Big J Z. ,., i w — I I It I 1 s � 88 �8 II _ R� i i ICI A i. =m F 2 - U j N y Z Z Z rr r i w t a = ,! )I W W N .. - Z • LL( J Ell _. .. J LU - Z F W F- w ¢ 0 > —_ w- I a a a J LU J a LU Wa # LU uj r nl wuana:c ce 28 &n a VLnanY,IaWBIWtW 1mf M�6Ad gIWM 3LL NaLLr•'uWd UWY iW ol9w¢Sv WX'IJTae YJUo uv wf¢sN110 mm'¢prnD'¢CllmedW 31GN ITNL u➢uran3as Ox/1.vM 51NiYSU 3iLL TOCL OW wAI SM'tl b3LL M YKtl.U1LiuW Yieo aM lN'MIdD LYI,OIND SM G.IR'tl lei'il l]31W W I�uV uMSY a jV •7 10 m. V1 Vl l0 O O 'j m H a-i rq ri a) 1, to m 61 C 0) O O O N t m m Il N V d' iD .b i •O y N r-iN Op f. to a m N 00 O ~ a) c y� w �000!000Q N N N U 7 10 t LL� O O N 00 M M O O 00 00 m 00 ch r, N C ip m VI N l0 L/1 N m M 00 00 .~-i c Ir O= 3 � ri li a) 00 Do W a; 0C, v . c OQ oo rn v, m ao =N m = C�« �I a 00 N M lA C' N N N Y O t i E 0 U O LL� Ln Ln x N rl N Orl '7 m n O � O i- N QI m m m m m in m o H m m N N a .1 w j O ' Ln rl H M N N N N r E a i W I N O F�pp •UI C� '~ ri N Cf) N m m r � w u M 0 'C u O .-t Li m V L9 O ri l0 JI 00 n �4 V N rn N N Ln W O Ol C O O N .--I 00 O M V Ln =p HLn it vLLi{ 0 o o 0) O � c u 'a v N .1O-1 N of oho iNn' N a g -010 c L° L 7 y 7 N O u b.0 Z 0 0 C ro `I v ro Ad a E E Y E aroi o m z cc j _ro Y (0 0 Q (n fn O {� ho J m J c 0 0 2 " c in' a) v x > > 0 0 .n U m Q m D N u o N t O O a) ~ O m d U N O '0N o c E 04 rn � c��jj u N `/�,, CL E ) U) d Z LO Q :D b` N � o in CO O (0 v to O) CD CDC O) to to to (0 N O 00 O i `0 E 'Ct M M co W It in .a. cx to O S u co N 00 O r- O vi NI YLI N tV1 O) 0) O O) O) O O O m Z Herc Rentals Inc. 27500 Riverview Center Blvd HercRei7 to/srr, Bonita Springs,FL 34134 HPrrQPnlalc nnm i t ALTERNATIVE PARKING STANDARD 3251 SW 26TH TERRACE CITY OF DANIA BEACH SITE PLAN SUBMISSION JUNE 7,2018 Herc Rentals, Inc.'s parking philosophy is to provide one parking space for each employee assigned to a given location, plus a small number of parking spaces for on-site customer I pickup. This is due to the following: • The "retail-showroom" component of any of Herc s locations is a small percentage of the building area. • Herc does not function as a typical retail store that is open to the general public, and does not advertise to the general public • While Herc does get some walk-in business, it is typically by word of mouth or advertising to the general contractor trade. On-site customer pickup is generally by appointment. I i The subject building contains a total of 48,150 square feet,and Herc believes it can accommodate the needs of the business by providing 25 employee parking spaces and 18 customer parking spaces, including 2 handicapped spaces(see site plan included elsewhere in this submission). Of the existing building, 5,700 square feet are to be used for office/showroom/display area. Herc Rentals, Inc. has realized that for their operation, a ratio of 1 space per 400 square feet of office/showroom/display together with 1 space per 2,000 square feet of building storage provides ample parking for both staff and customers. Herc believes these parking ratios are ample to successfully staff the Dania Beach facility and provide for the parking needs of our customers. By way of comparison, please see the attached schedule of Herc locations in Florida showing the size of the property(building and land), number of years occupied,current number of employees, number of marked parking spaces, office/showroom building area with required parking and building storage area with required parking. The schedule is supplemented by surveys of each location. The data show that Herc makes a long-term commitment to a location with a successful business, and can operate such a business on a large property with relatively small staffing. Anne Marie Burchill Director,Real Estate ALEx PIPER, P.E. �25.7 D— IL L-1 SEAL ror i1,z � I p 7. Ltzr, I.R."FS F Lo T 6 o d . ..... 4 C4 LLJ it!)in 0 Ir" 1 0 Qom_...._.-.. tl Mill FOR C—EM POSE SPECIFY 25'K 11 CONCRETE L -.1 x. 1. E1.3 ALEx PIPER, P.E. C�E— n#42897 SEAL 11, 407-;l REMAINDER OF PARCEL Of ISGETTE'S RUNWAY" P,B I M.PG.18 B.C.R) I !m�z A,P-ol YV,�Di". E -RUN—Y,l-AKRS 0,. Afct pnkCEL A, IkCF IE- m sm, AND FRMIE n 1Q) ............ ..... o 0 w o in PARCEL"A"OF -m L N 0 AIRPORT WEST PLAT- A 8ffE LIGHT1NCe PHOTOMETRIC PI AN (P.B.1)8,PG.69 BX.R.) FF HiMM lF ALEX PIPER, P.E. CDRSO.TMO ERHAFAR FL/42697 ELECTRICAL SPECIFICATIONS POREa•LICRIMc.SIm==' GENERAL NOTES: Ph:e; I..MTP� SECRW Ifi010-El£CIMCAL GEBEflAL PROWSIONR aim..�cov.e� -eel-o w ALL MAR SHALLD IN YAM WOES AND ALL NEW BREANERS—N IN EMMRNC PANELS SHALL 1. ALL MMK AO EWND ST MALL BE IN ODNPUANCE AM THE I BTAWµDS USIW IN ME SPECIPGIMNS I HAVE T AIC flARNG EWAL M OR MEL- THµ THE FOLLAMNC[WEB AND BTA ER,.. I RICHEST RATED BREANDR M THAT PµEL A FIDRIDA SNATIO CODE ROIT t THEADpAMNCS µE ORY 11 ME µ0 ME ONSSIW S, CONTRACTOR SHALL FIPESMP ALL NEW µ0 NFPA-)0 NARONAL ELLCTRICAL WOE.2011 EUIRON TELL NECESSARY FOR ME PROPER MHCRONING of ExISRNG ELECTRICAL IWSTOFENEMUWNS IN FINE RATED ME sYSTEN DOES NOT RELIEVE ME CONTRACTOR MOM pxisn GN5 WALLS.FLOORS OR cP INCFI MM µ Z. All MATERIALS SHALL BE NEW AND FREE FROM DEFECT,E%CEPT MERE MRNISININC AND INSTAWNC THAT HEM. APPROM FTRESTO•RYSIEM RATED FOR ME SPEONGLLY NOTED ON ME PLANS TO BE RECONNECTED OR REUSED. J. NORFY AS EMMEER OF µY CONFLICTS MPPLMJMN.HRESNP SYSTEM SHALL BE UL USTED J. CO WCT ME MORA ACLOROINC TO OSHA µD NEC ARC FLABH REQUIREMENTS. AND INSTALLED W STRICT CDMPUANCE_N THE PRIOR TD PURCHASM EWIPMENT µD PRIOR TD CUTTING MANUFACTURER WITRUCRONS. ALL EYSMNS SHALL BE TESTED FOR PERFORMANCE WAIFlGTION IN ME On— PRESENCE OF ME OWNER. 1. PRIOR TO BID,COMDINATE ALL El£CTIAGL MORK IG EC SHALL MANISH WN INSTALL EWANSION MHTS SECTOR 1605p-ELMMIGL BASIC MATERIALS AND METHODS 0 S 'MM MECHANICAL NO AND OMER TRACER.ME T ALL LOCATIONS HERE BUILDING EXPANSION TS 0 t SPSTALL =I� 3� EGFTCARORS FOR REOO ST REMFNM ARE V.. 1. VARE ALL BE COPPER IMI UM ESS NOTED ERMSE ON ME PUN£HEAL TF COWONAM ALL MECHANICAL LOADS.VYA.TADES µ0 D MOSMRE RESISTANT,TYPE THAN MTH A 6W YWT RAUNG. FF S. CONiIUCTOR SMALL NOT CM—µY MORN UNRL IT WARWS MM MECHANICAL WNMACTOL AND MAKE Z. PgOAW CURE TIER IN ME PANEL FOR ME p10UNDE0 m m p INSPECTED BY FTECMX:AL INSPECMp AHD/OD NECSSµY A-SMENTS MMWT E%TRA CHARGER. L C 3 µ0 UXGRWNDED CURES OF MULR-APE BPANCH GRAM. (1 Y u ARCMTECT/ENONEINMEC CONTRACTOR SHALL NORFY A/E OF AV[9 A CONTRACTORS ISHALL. E RME EAL R TZ HOURS TB EC MAY INSTALL MOLD IE MMM WDM:ATED ON I0 E jt WNMACi0R5 SHALL.NOT CWCEAI WOpN UNTIL APPPOVFD.(E3 PµEL SCKWIE IN A SHOE CO CHAT.EC SHALL NEEy N ElEC1MGl CONRiACION STALL LWROINAIE MM RERPONSMLE FOR WRIMNC CONDUIT fN1 AND yY 6 µCHIMUT µO GENERAL WNTRµiW ON REOUREMENTS CCHOUCTOft DERARNG S FOR SMCMRAL SUPPORT µO FRAMING FOR ALL IB UECMLOURPMTPOSER µ0 MRMC SHALL BE CWCE.MED CONTRA TO SHAU EµD SYSTEMS.CExpRAL NHERf MTACTIM SURFACE MWNTED RACEWAY C ..NG Cfl SCULL SE RERPWSME FMM PINUYIONG ANO SHALL BE WREMOO(ON EWIVALENT)METALLIC SURFACE VERIMNG STRWMRAL WPPOgT µ0 MANIHG FACEWAY.CONTRACTOR SHALL PPOMDE µD INSTALL ALL 6 ME SHE,IU I-....AND NEC µNELE RACEWAY,BDIB£AND HTRNGS REQUIRED FOR A COUPLE INSTAUARON.CABLING IN NON-PUHM µGM IIO/JBI gECUflFD SERVICE—I—OF FWIPNENT MAY BE IN EMT. MSTALIED UNREAL NM"16 ELECTRICAL SHALL BE 9 —.IRA—MM ALL OMER MARES. U. SNRGE PNOTEWQY IN-BE PRONOW ON ALL dd! CABLES ENTERING/ENTWC WNDINCS THAT CONNECT M N MHEHE ODDWDEO LOGRONS EAST OR MERE THERE ELECTRICAL EQUIPMENT. L � IS A POSRIBIUTY OF CONFLICT BEEEN TRADES, LL YA ZI. A SITE E%CARON OF MEMMIG SHALL BE N U IH WNTMCIOP SHALL MANE COMPOSITE DRAVAMS SHOMNIO DOME BY HAND.ALL COMMITS SHALL HAVE A MINIMUM W ME ERUCT LOCATMM OF DUCTS.CONDUIT AND BUS-UFPTH OF]I'. ACL Q O O EWPMENT.MAMNGS BALL BE BASED W HETD ZZ NO SI'UCFS MIALL BE PEXMITED M MOEBORWW/ �W\F 0 MEASUREMENTS AND,AFTER CONSJLTATKW µD AGREEMENT U K F-U BETMTH ME TRADE£SHALL BE APPROVER BY ME FLUSH IN-GRADE PULL BO%ES MTHWT PRIW WRITTEN Omp µITECT BEFORE INSTA-I OD ME MDR%. APPROVAL BY INNER. IJ y LL ZD. µY RfDUCTON IN[ABLE SIZE CT FIT ON WGR IS O J 1D ELECTRICAL CONIMCMR ITS TO PROMpE PUIL REMPONSOUtt 6 ME CONTRACTOR IF CALLED FOR W Q N IS THE ORgMNGS ON NOT. O 3 U STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS MM M O O` LABELING iµ5 AT EACH EV0. V. ALL CURE µ0 COWIT SIZES MOM ARE BARED ON ME EL_ ID. RACEWAY IERMNAl1MN'B SULL HAVE BUSHINGS tENGRH OF ME ASWMED RWRNG OF ME WRE AND I,K-U AND BE GRWNOED HERE RACEWAY IS METAL COHDOT ANDWLTAGE M.OW—ME.CONTRACTOR V�0 J Z MAIL WI MY ME CURE AND CONOUIT SIRE BASED ON ME �• EV BASEME 11.ALL BE TAL SURFACES STALL BE FRINED AND ALIUAL LENGTH OF ME RWTE ANDADJUBT AS REWIRED M J PANTED TO PREVENT µY RUST,INWMG C BUT NOT YEEBM ALL REWIRED WILTACH DROPS. UNITED TO µOE FRAMING EWIPMENT SUPPORT$ B ME CONTRACTOR MUST CONTACT ME FOMER COMPANY MCMRNC HARDWARE,ETC. IMMWIATELY AFTER FINAL DOCUMENTS HAVE BEEN SUBMITRD M OPEN UP A MORK O 11F.CONTRACTOR ® Q. DO NOT SLATE MOM THEM OMMNGS REFER TO SHALL FRONDE ME POTHER COMPANY ENONUR A SET OF ELEWICAL ORAMNR AND A COMPLETED LOAD ARCHITECMRAL PUNS MR OIMENSWS CALWLARON SHEET.INFORNATTON MOM!ON DRAMNGS REGµMI ME POTHER COMPANY TRANSFORMER,ALC 9 13. AL RACEWAYS SHALL HAVE A GREEN GROINONC RARNC£CT CABINETS MRMCE DISCONNECTS ETC.ME Y1 LCNWCTOR. MR[CT TO CHANGE BASED ON ME FINAL POMR COMPANY SERWCE DESIGN,CONTRACTOR SHALL ALLOW W . FOR THESE POSSIBLE CHµMS AND MAKE MOWIC I I�1 S SECURED BY ME POTHER WMPMANY RNAL DESIGN. 9! eMt.� mIN MOW 4 8 RIT..t mAnMWr E1.0 ptltl ENELSTR V - J z:E FgRIBxGaFgLER ,q .,� I, ' I of m,rGLBRm GBTGGnRGIaRgwa,LRgLE _n e"" .,.�,. I/� _ M xe it I II a.,a,GRxLE „� 6 e In� ED- Sim \ O: Cr x , x. _ I LANDSCAPE DATA: LEGEND �°"' TnFEBvxxa.o REAwx PLANT SCHEDloll ULE Ea mE __ O couTlO mE6dvqua8 � •"nin°' F"�0'^f^ OHx'"ie�M zr evRo. , '1 i• r cA. rEa aFFa„E rREEv.wn co a eemm.r...fr Ra..vR�n zwN,z Nr xs fvRo. —2 YEn x �•. i n" a 6.wnf".+.w..TW.w+ use w.s. zBBR,r xr.xs ama ur.x w �• ± I rEa 5 — I \ / WTOOOR ORRnAYl BTORAGE - PNM1R668 COOS Ott BOTgxf'JLxYC COueOx NNxE eFECIFlUT OtR RFxaRxa rmrivE IGMNEL) II® -._—._ Rqx . q"eMEenp R"YIYn ,rOaxMM CAT.. YEa _-- _ _ ___ slgOes • co— eFELOrATOxe, RFAW,xB 1MnvE \ / /COCE Ott BOPxaLK Nm+! ' -- _--_ BwuBMFia "y�x.m BeenF pM E NT—SPRB, e.e C—B Ott wrA"cAlxnME c aF....xa BagOlw nFMwNf TxE " av • . c"t 1510 CNn Menf CamRue x L m _. -�`�. Lxn a cxr.omw.lu..nwnR R.a ry cuepvw aNr.arsFRo .<. " , bNow "nn . .... .cEe n ce"urpn""en'saewu. aEm awxixooe mxrsxaono x rEa n.— Flc ,u ne,.".x.xwon..lw.a m...x.�,eR..,. tzxr.IravRo ,r.s xo CB lefro,a awralo. " -u - — TREE MITIGATION: 5 — " m _ -- •nx � swnw v...x� ( REVISIONS CRAVEN•THOMPSONANOAS80CWTE8•INL. NERC RENTgLB SHEE'C N0. if E�NOINEERB P7�NERS 8VEY06 CITYOF OANIq REACH 5 PIxERARED FOR UWoeCAPE PLAN ! wmuS�oe'"v0a :.•L:):�' HERC RENTALS IA-0 GENERAL ROOT PREPARATION Tne nk<ellon wem 0.1 M IN-—In nmq,nu ON IN.CONTRACTOR'S pr.greu,-d 1.IN approved by Ba CITY.H walk.work aMl MIN no w.nw A T e1 W Ne nWWW atoll be Iwt III.—al Inn BD eNy.prkr IN dIbiing wpN clean,Malp egdpmnl.Th.IN—,rpuII Nh,I.,..baB aka 0.0 N.In IM1n 1M b.gknlnp of be condrudbn conMcl mtl aFe1 N.complel.d by INe omplalbn nN oI in.conlrnl.No«bulb.work mall alto NeNre Xre deb apprmtl rear MIN IN.MINN.Nebw.COMPACTOR 0.9 malnraln root Dmned maNNla q wNMnp.we.kg,morM9.sgegnp,NdiNlrp,and Ober FwudMure w mru i M ,t IM1e Mowudpn 11 IN.CITY, pncike[�AAer rod qunlnp.bechNll wIN pool I Np m.dmm,hiniiiiiN wM org.nk Wilk.,1.promote Iod gIMh,m 11,W reduce weed.,d'swinp fod train, REFERENCES end Its wmpedlnp NI.d,connm r hnn.end,lima.Ivmp.rNwe Ibduelkn. A 41b MNs cmNd weM1 fiber apeGA.requlremenis,msm.e,slrbiv.Or vlringnlrnulnm.m.MNlpwem.Can IIM1.pgkebla re Wemenls of IM1e N.1BNI Eke Chad:Roof bell Mn INell Ne k a wdu Mlh hilhi Aendlyd...I kM In Grad.art SM.d.m.lot Nun.ry Mn.PM 11.Palms and T,eN, lollewlnp.oaMardatlan pyw g 1MM.Oeparlmenl.1Apdcullwa.a.kN.- 1. .lean N....SI.ntl.dsln.n.t.(MN6A:3B0.1Amerkan NNbM 6undarde ra..h.,elack(fiponwr:gmahwn NC h.of Nurnrymen.lw.). 1. CAPIN ....Bel DNmeur 3. N.Ional 1-PAwtlatbn,-SBT-1.1d RQ,W .N.Ny i I'll(".Ref.I T,nsDhnung.time.nd Slnb In lM Mul-INm UMad finales. 0112..: 36 ]. F U.pedm.mofAprkugw..ntlCnsumN BarvM¢'.Cwedes.ntl SlanName la N.-Minn.. a ells N CHCRIPTION A PNnl men.iah to b.nlaeNdnsM ale Ind.-do be Orningl.TM1ose n -MAMMocaled ea dinned by Ba CITY. B.Tine-1. NNNra.elldenaen)InMeua.11.rasponlbla WI IN.CONIRACTOK6N..Islaalbn wore.NNI In—aminVnum 1.yams elMerkn<e InMnpknNb,, LerO.&eas Inman p.Pa Ry dl qam malerkk.a 11Mrn-N.by IN.-N N,A.wtl.b.dthn.-en,be n-C.dAIed ANodd,aM M a I nd I-Tr -nn N.NI Carty. 2. NNI Dl-.1 NI.Nlum Bell oni-iel C.Fall'Veee to Iemeln enaA be prdedea aurbp all wndrvctlen pM1wae.PNIacIM b.nl..INNI M-In.end bJX Io F 1.1.--INN,,lot bon ind..,trees Less IMn20' Nq bsa ban T5%.1 akr N, aN.cenl to conVUTBon OPe1M.m.R.IL hhhn of NM bees.1 era damaged w dvalmyed due IN be COIBTRACTQRS eMIMons atoll be be COMPACTOR6 of d-bi, refill, ,Ind MW be nptaw ONTRACTOR'fi.Penh.MyedNing Ilea IM1N dke.11.weynr.Ml MN.,.P-...Nell ba repl..d wM a number d Mes 30 toW bsa lM1eneS% DI Ito wmespec'..IopN!lMc.Ilm DBH of be whlm.I'..INN.Reqac.m.ntVns-M Fbdd.No.1 art Nw.a caliper DBH of nN amen.,M..S. ag'1.ae' IN.lne Nn 60%A-N., D.Remwe o.er rep..IN ane.ery ntl is...d by IN.LNNDSCAPE ARCHITECT W nwmmodvle Mw pkntlrpe. CROWN PREPARATION E. .e 11N Nr Mina lihn.N.g ell.reln.ibn.Plant.-.atoll be M 11INd wIM<NN,NI and bswgNt-nusN MN aurrwnanq pads,unku me o.a,to by A.SNaM Tne.. Mmeduky raplenled.PIN INN N.to M quitldy r.pnkd May be NN NNded Nf safely.,,..tle.to gevenl-N hbn IN Into phi.In ale.whin nnr plan)malllbl MY IePbl rd..led pNm mdwNl.Ipproprk.win min Main be uud as 0a 11. 1. 6Na0e T...fiN.lyey pmM art hiin woven to remora apDrosPndly one INlyd of be Nra O< In IN soup,p,aen.Ito bas'c sleep.Ni lam qIN,Bee, pUALT'Afi6UlUNCE oI.I.N-,bhinhhkin eM dead or dbibild Nen<n- A UNan N.-..a 11id b-in.I..kNrN*In 1wnlon W N.U.N.I.-MwcktlNn,Ref.1. 2. Hantl Nrp eek<ktl ancks of Nl learn loMOMnBq.lrq art DMrle mdrinp B. COMRgCTOR dug nmpy In NatkNI NMNN Aewc N.a kilo In,punning.ntl MNI remove IXan.Nea Van IN.,bill are le remain as nece.wry 10 dear nnr HPND DIGGING wnatr.wn. A Bnhu ng wN be Iequlud.TIIN.IM1N era bud.bped kr-Nlw Mall tangy wXN and be hNN kd in same mare.,IN,Mw plan'mINn.I IPeclled In b.cllNn C.CONTRACTOR-I iind procd-1.wmgnsale IN,bsa fir N,qI )eMI—p-,InXlal prvnkp q bnnN.art-bilk.of nod 9-rm..rvmond 0 00'_NhbkeWwb to eccwnmopale new condrucBon. D.Tne rNP.-k Mall N.Pedoned for damage in-Ind by caNlrvabn by an lSA Cadlfiad NborMi. HANDLING AND TRANSPORTATION E.R.ulin gogun.MLeWnrepwlasN.I1 bap-.W..hi-NI lrne rein IN.nd.11.mabtenn.period. A.Trna Mall be p,p,dy h. Ndwlrp-Ing.0 Nuns will.oIto tuned of damvp.d end 1b wort broken lbmeBI-llm05-h IN,Ml d��s'line 1.1.IN F. EnM1e mMling Ilvee qkr 1i hvnplanllnp and rerly es Ih,n In .,Ira.N..dbem end sMfitlenly It—I. M roalWn l,m lN.ell.to lMVnn localan.Ndly relecl.d aN.X be up.dNd M r be IO-in'pNdeYMc IANDSC•NE MCIRCTNwINnp of any bees Yin tMCOMRACTOR c..NMn NsuXkledy[tmng to lury rel.celkln be 1 Puwry pun deed.dying.el damaged-.1 wtlN ON...M q,nulpmem. BMITTAL 3. Remore'*NNI bam and sTooa of a V.wHN a cban,IMrp kNly lib where h-yMrk erN wood make cabal d Bair margin.. A CONTRACTOR NIN submit for apprwel by OWNER.bin,of eguipmvnl,prnedm.e,art kb.s ton anllcip.kd M use In N. CONTRACTOR"I 1Mb0.dad 3. InpNd end Ire-red M I-eM In- tlNp wmgMbn sett,ens.Metlule of nlacalbn es Dad dlNe epp,v.0 prop,..ecbetlJe end.N aetlill.n,MNl wbni!a more e.elkd avAy eMNdJe I.be Irenapknllnp .. 1-nib,w btluminous base wwnd pa1n1 bl in limb,yr.eIN,hN.B'Nemdar. gabs,shayNNItosN.q.Im red p,nNp.ntl Ito.repel d un1NWMsup and,Iccdvd.-Mind n... F.bn.mine''"-""-1 p,mng,tk.reb<Illon IMe winMpbalNe nd.1 t.......d rod prunlrp pl.d, B. Trensnd Bees wre din,of MINI lk.lb pared--ding,Inn.kris,Ming.danew.rod WY d.nage. C.CONTRACTOR 1.1 appy br art pw el'cods esnd wn I-N. eNnb,kin,Peril..TN.P-1M..Ne Dbkkvd Nam IM1e CITY. C.Rnl betl aN1.k be kept moltt d.,Np all pke.n of lN.Nlon. 0.Pr1.baled of lebc111on N.N. ubmi CONTRACTOR Ad al I.epprwal d 11.al IN.1'..gdeclbn ayskm b b.ublk k.AA Irn,In tl d I.um c.ak Nnin0 -N. D. Tree. INI N.prdncl wM N I aNN geva e cNNh 1. m d-Nin end-bum.Crnns aM M PA ,Nicalq eDrwe wM watt WND d s N anew¢.NnN ag M,l..N pded In.w.d-wltN r.ognk.d sl-nd..1 be NN..ry eM pwl...MIX'remosetl onto conslr.Mn la compel.,CONTRACTOR art¢in.c y INe ..N'... d.-49- --"d,I1ea.were promptly erM pr YY VM.,and shd 1M 111,d-Ngea Nan(if anyi ere Inup..d rgelnlnB MI Barth pdeMNl end are E. Nk.t-ft IMl by hNWb d ony in wNNN red...."-phid by IN.intlualry end acceplad.501M LAyrDSCAPE ARCHITECT. recanm dto N.,paced. E, TN.CONT-101t.In.rMl leg rb-Ns wam,may un hNnW.,e F. FYnl minelaI IhN4 INN 9NNOW IN.in-dry MNMg.PreP,Ilon.fpbnllng ph or beds eh.11M<......to ensure bl.aNedule. aqua.,an0 acbeeJe for elbtling tie..,d,-..ntl gum pMMon m.INoOa mnmm from whin le dlh-In IM.li enN hihhl bsa HNrv.ren n CMaNm,INe CONTRACTOR mnl.ubnBl M apprwN a WI dKMplbn NI a1I proposed meb,Ms,segwn<e.1 even'.art Pk=TING s<NeOJ.M eM<Onp Ina rebcalbna red pare'proNdbn. A Rlbuled Malarial F. CO-..Mel udN INe I....n wMN rnd wn.r..red giber relelN opmXna end sucM1 cw h0hin Ma1 b.NN.Iy evka d In IN-did..-Mal. I Rebuletl Inn and Na planted.wore''W Wnetlreee dbld WI new mNNd11,Sedbn 0320GLand-pe W.k.g iy IN.1 Mal grades M1m been R G.CONTMCTOR mud I.-prom...ld IN.JAM.br melnlen....Ien,N .kdYn N,Nb1INhN1 prior to PlanllngN,NhNnI.E..bill pr.poadDI.Nbnq 11.mein by Nn AMNIN m wale,prior 1.InnegamNbn. 011ARgdTEE 6. CDMMCTOR SMA uallnuewNednp.na carbp lw rNNuleO,into.'as tlewrlMdln PerapupN O.Og. A RN.calw Dkm,alert'Mal IN urWrMe fiend.,l3 modM1 pu.amee. NN.h Me ql nett to 1...w.da.msnway.lad 10.and McomncibO eMd,Wn wnsern M mot¢�ure end mMimlee bmperNwe lkcluMbM ,ageb.liner glen's,lawns wnlmdbnwM.cJAPg wINb Ne wom arts tlurkp Vas MOcdbn in be Npalr N etl M 11.b.CITY.TNN also In-..NJ la n. F. Brie kart leave In pace udN'��in pnnin,-wbd Alm,(I.w N) &ImXatl b,damep..l.mare.Nike.Ion.,link.,elk Mnnil...R.paclpp NN,panne,d tlameped beet,.N,N.a bud MM IN.NIN..In vcwmencs WIN INN g ".H. N. Nkap lronA.end nroNunl IX.nMea of IM1N bar.tlVe.Ik prokd eyWn sun.celd aMdeM1ydreBom ReNln tlu.u91,it Na4 area gwrvinp eeawn,mdlN.ugN cab wean. C.B ,,;lr.canopy aMg nd M.more'tore 35%bas etlx rebc.Xon Dine,..ire wmpbl.m GONTACTOR MNI M mponsiNIN IN,.,Ling arty cewpy low due to g Feed wM a dwlee w&AIN,oI Nj N N I.-brm wmb a wll...Ohre poHAnB wden aY,arb nulrknts. '.clean ten1 Wvdpud.nalMds of V.npkMnp Ito Ire..art p...INN WUYM cans.Ito NeeIN of ado plan)melenal.Arry Mnaplvmetl I,e INN ales wNM1N oM year $ .MN.<caplencn Null IN.Npuwd wHh.nurMer dken or Nelam.Nito agvel lM 1IIPe1 DBN.I INN I,n.pN,ed tree lwl.R.pn.Nnl nun Mel be FMN.No. IN. YR-Mlape la rNtl spry wlN...of IN.soNde lyre¢of WMn k.den, 1 N."a I,Iiylr DBH no I.-Bun W.R.pkcnunl IM1e/M Bu CONTRACTORS re.pen ft. 11. g1Inn.of phdMg...soil newke IN,walaring new Irvn.pknl 1.NI mr p...N and to keep rods(espad.by need.,r..N)mole',Ave,eM Nnnny.DMcI IN, g TRAN6PIANTING GENERAL P.'NfoGyele N."M1amen_M nwllama. I TnnspN%,NullamaWdn aka transpleMbp elemslNp ben.Tnes shall ba b.n.gam.d.ny once fr.m eWllnp bcdkn to pumenenl...Nana...'wren.O.ng.. -ING.. .NG Ill O'pgnl.WI.DDkp and H.nddbg'.Pknls-NNtl.and pre N,1kr nNYhgb am.nnelin.I wa nd wus.d.n.g.Iob,ncn..dupe,rod¢yvkm,eM tlerekpnenl. DwlpnaNa ma aN.11 bin...d arty d in-hin.1.panllrp hin.k. P C.BaAeO art Bmlapp.d PYm.:Balls Mall b.AMywrapped MIN Mrkp er apprwaa cldN eubdllJe.No bNIeO qam MII be e<cepNbk II qa ba le,raked and b,ken,a tt Ito WATERING 8 INe nNNYI.,laAe baton pkm tl lmmedMelyrentlrwNeredr gsaupM1y BaA IN.IANX Neea¢r.mnmended In ANSI-.1�l.m oI Ito MII.pmpary gd.led.rtl debvend to A CDMRg OR MN N,hhmblNv for tin ni-1 nno on-pkm maledN...1rya.ll ulllketl..11 umporary mlerinp eyrie,lnsNAvllon.Mall be ipGGINO wmpleNy,m.rw W ba CONTRACTOR.1er 1M wN.inp p.dod. b B. 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Ny CM Ba lendw n ap ra ed e..n-iirp IN egrNn-,un...d man Ul.ruLdM and surplus f$ .anyN NI,Nark',and atoll Me Preto.'',binned Inge.In 119 area.adl.eM to Ito VlnaphMW meudela.b govka a nni.ntl uNMm die.N NIN.-d NI-id edslNp b...se.1 a Ne bfIN.Iwdawq wom.WN be wrncrw. R reaped I.3Nvte�eT T. CMVEN Tt(OMPSON ANDA590CMTE6,INC. HERC RENTALS r �NGINEER6• NIN 6UM�EYRfi CITY OF DMA 11- BH6El'ND. r AREDFOR� 177EE D16PGSMON NOTES q Ad r- ww" w{ii�® HERC RENTAL6 7D3 _- _. - — N60'99'41 E 90396 a • x- x - , S � M as (t'.l�as �es so i�• �ax � 9sS�l h � L t nay �-- - ✓a�3T -F( 1 ' F/, a ••'� I ' '"'�I .. - u ppr m "RUNWAYLAKES (P.*1155 PG. 44 B C Re ry m N -u✓- ') PART OF PARCEL AT - � �' �. -Le- —.__ �-"- ----. �'� � 1 � ml 'B. 158,E'S RUNWAY µ (P.B. 158, PG. 18 8.00.j e x ... A _-_"-_- .W _-- - - -- -- - .. - P.O.B. \ .p.�...�::�lr�"-"^ E _�.—i�5G9'79.2D� 582.iJ(C) �a,'.,«a• ,� .,w, j _...� ,a;J' ,. .,`n�^ LEGEND a -,`.r '�. '- - •. -• -.-..- � - rAFFerwNaToaERw r A� �� j 1 ,t i kl 11 RuocATE o I `o°0+rok C A N T L 0 T4 — o p. - e PORTION OF PARCEL"A" OF 1 ••"" I „«wa,u, m '�� `Y� • i - sa Y' - - "OJP AIRPORT WEST PLAT" o,•.•.^••� f I " .`•.: .�.—. - _. i L_ (P.B, 178, G 69 B C ) — e , _ JI ... '" ... r.A..,..,me.w.,...,...,.,wrr.w•w y'_"ia i- 27 S883015 W 336.56' .. - ................,e.., { S ,. ,a__ r.. •';�,_ _; _ a. _. F .....,w,.w,,,,. 4. C• PARCEL A•I„ OF .,;I! `- -� ww RAVFNSWOOD 26TH AVF FI.L „w. nl tPORT f 1 n Pl.n ! � 62 G 9 3 C R) .w S.W. 36th STREET TREE BARRICADE +s v PIAW EIEVATIDN NT. �- R eCAIE'Pata-0' CMVEN•THOMPSON ANDA880CkTE8,INC. HERC RENTALS wa,slt ID,e 0eh (OFa ^MEERB P�NNE,R8 BNRVFYORb CITY OF DANW BEACH SF�Ef NO. ��GGI7 PREPAREDFOR: 1AEE DISPoSfl10N PUN Y ". u •e a,.una•n '.''um ERC RENTALS TD1 COMMITMENT NO.217OD953 _� r I t a✓' � ; ©.w _'li CEO ®�...--��.,..�f..r.. ,_-._......n .x�.mr��.,��x�.,,..�w.:.,. �I , �� i ®:.3:,a'.",�d�:m'.��'�a+.�.�n",�° ".•.,...w�f. .,, ..,...f...m.,...�.:....an. .a,K�,.�-,f. .x+..y.........�^..,..,'�"..r,w 0TE1..t r iu«iiw,lncau.,mm�oen.e,m..m..a..v. r� , OO ,mrzw."�,a„ma Ar.'OOVL•,u�o.�ue�r,:w.�m�tm:,u�` ..,rsma.i.o..unsa.r..zxi mofc:cmmeami.m.ncn.w.. ®iw.�.W��f .�...w.r.sn.�.. � nam.:.sa.n.xnw"�.n�°O".w�µ.m�...nrr'�'..e••� m...vcn. � � � ',- ity 1"Ov. ==.�.,. NJ,'ati, a fi4 _III .,n,o,o�xu,.Anr,.. COMMnMEM NO.21700994 vxa.x,wmw.ee xn n,. ®e-�w.drona•we�waw.=m�m..�,.�.na..,.we.. 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LEGEND OF SYMBOLS 6 ABBREVIATIONS w O w 63 _ r DRANE FIELD ROAD .ka« _ _ — m oa.,o.rxan.nx m,o� _ Ry^ytSE ImICM m r+... m Ou_ o" ^� (PARCELI) LOT12 ll� l 41 � __ y d e .• ^I Q 51 llJ i< E (PARCEL 2) I ••_•••• I n'• �4 F (NOT,—(P OF4AORGAN'ALAT) .-+„q.+ ""'^ ^'^ _ I - LL LESS PA RCELPER W" - COMMITMENT M700994 ,r — ^•+.... ,~ u�{ VACANT AREA _ I serzrsw wuuw) ' s Ig I I (LOT I') I I I(- ,.........o £.rim I PARCEL PER I a COMMITMENT 1R170099d 3 I_ VACANT AREA SCALE:7'.AG ALTA/NSPS LAND TITLE SURVEY Bocklf o Rc.a .,.^o &Ww^ HERCoREAS PY0'T OLIO 1-(800)SURVEYS(787-8397) ono.,v.c.wwa�arvci.wo•.•,,•y�r-uonxn: ITEMS CORRESPONDING TO SCHEDULE B41 ZANING INFORMATION r LEGEND OF SYMBOLS&ABBREVIATIONS MISCELLANEOUS NOTES RECORD DESCRIPTION ©` --.-�,. ..a� . . ...v. .e..e,.o o. p«a b _.. .... C� ... .�a.....��.. —CD O«.m. ...w..K...e,.o. .. VICINrrY MAP-NOT TO SCALE ALTA/NSPS LAND TITLE SURVEY Herc Rentals Portfolio -.... 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LEGAL BV*i.R National Coordinators (STATE ROAD N0.618) ? 1-(800)-SURVEYS(787-8397) vra,af..me,�wrta waa1..T I ""�' r.vm.,.ew.rar. &ClwkBaer L CWk CaOa" +on W.ry..arlgv�exbnaeYOesvONo 44D +..mrt.aatlfrta,r A New Facility for: Herc Rentals (TBD)Patton Street Calcasieu Parish Sulphur,Louisiana 70665 1 PROJECT SCOPE OCCUPANCY TYPE TRAVEL DWANCE: • ` MD(ED OCUPANCf BUSINESS AREA 7T MAX E THE PRD1FCf CONSISTS OF 711E NEW CONSTRUCTION OF A IBC SS/B STORAGE AREAS:100'MAIL r 'r r •r• 'r'r J NFPII CHAPTERS}R 42 1 17a.BB SQUARE F00T PRE4iN0WEERED METAL BUILDING / a WRM ASSOCIATED CONCRETE PAVING FIRE PROTECTION: U CONSTRUCTION: AUTOMATIC FIRE ALARM SYSTEM _-_'.,'. r'1•.". APPLICABLE CODES AT NEW CONSTRUCTION: 180 2e j INTERNATIONAL BUILDING CODE(IBC)•2012 NFPA28 WIND LOAD FACTORS: I` \ NFPA l0L OFE SAFETY CODE(NFPA)-20L2 WIND ZONE 140MPN ;�'( INTERNUTIONAL PLUMBING CODE(IPC)•2012 OCCUPANT LOAD: IMPORTANCE FACTOR:2 _ II INTERNAnONALMEMI MCLODDE(IMC)-2012 BUSINESS AREA EXPOSURE RATING:8 _ NATIONAL ELECTRIC CODE(NEC)-2012 F.F.-1A29 SQ.FT.-32 OCG FLOOR LOADS:20OW Lr.T_7SPC DEAD / AMERICAN NATIONAL STANDARDS 116TTi1TTE(ANS)•2010 S.F.-1.567 SQ.F7.-S C PB OCG ROOF LOADS:20 UTM-S Pst DEAD s ( = AMERICAN WTTII DLSABI ncs ACT(ADA)-2a LO STORAGE AREAS:-N/A -�� ,�^�-w^ _ Project Overview&Code Research ¢ �; fQ pAAPEFDKANS wI= I rV ^A �•a `��'+"-art•• ='•_ ll i.s~ae. w.m�...vWw[mgcw.m� 'ort = C a r1 _ van it '-r(!* r _ ; nm[erwnr urw v.�w[�m�i.mvr�iv[ w 3 I /.nroh —Ep--1 ' �� - » ~•� rer..n.o u.o.wo>a,.r. PARONORfii :Y�� "", I.1 - �±� 1�-•_, W,.y. �` ¢ - $ .. ..emvu wv.r.[c ele.e.oeonrs.o^soa.oueetu[ S;�D �. �• I .. /summe It I 1 JW •:i 1iL .1.aJL�rsL� �.._ —.-- - — _ mnvcisww.ams nom.cr^e¢nnad I I Vicinity Map ,!Af`"`d is 'I I A•1D a»reN..e.-4e.-w ona-..ea. ra'eme aai".,M: y,,•+ i , l 4.2.0 ENar(M SR.PNx[rM DaW[ »ara an..a¢, luryo.uuo[A ncauarnv. •••F.... 1640 ,�//`` I __ .Q�..•P Aa0 F.Wd.A.-t,.rraDmr wmr». . I i i I Ll0 fanmmn ONs► yq�rmP m�a�v�oe ram[.wu�mM[wr[�v.2 rm croon. _ 4' �' I Ad.O iNN NorPW AM DoaIY r Hawk AtA Saorq[bRAn An4OPnVnLScr4Y YI n.m .. I /� - - � I 4TD Rsr4 WOF AuanA1T D-YIY aAa^nMWL[RPWN w.oa,ron4.rtta nevronm-maw �nwn I �l I A4D EY-4w EM»Np� AJOD 6utl9-[Saraws swam ua w.An[.e+^.ns.m[P s[rroos.eeum.. .'- _ LUD__ '^'= ._.�. .. '/i _ I F rnMK Plw eaves wrn u r�reourt�iemrr.��wA - �/ MEND Po»rPNraM S<1w4uY a.^R�marr[^[a[�rA�RL�M[Malp[b� —� ----- MFRID PewrRWrAM Pn�l Stlrii• P.rTON FTRFSt M[P4D NYAC vr.cries we.A. CoverSheet& Nam. PRA-MEPYroa RNn uaP[Aa nrR m[Nm ,... r...r .�,,.Y General Information I�OVERALL SITE PLAN �aA[_we A 1.0 Index to Drawings General Notes �PRD'S FJRS - � �" CITY OF D A N I A BEACH DEPARTMENT OF PUBLIC SERVICE 2coRp°RAT0 190 August 20, 2018 Engineering/ Public Works Comments SP-047-18/VA-046-18. Herc Rentals (25` Review) TIER I: 1. Please, pFavide Gepy 14nity ef Titles, plat, re plat, easements and/eF dedication(s) Feceded !! The PFGpeayis platted and-I n0t FequiFe Fe platting. I-Ale de- Aet- aiAticipate any easements er dGed'eatmens being r-equ;Fed. We will pFovide a copy of the Unity of Title prior %e Building Dnrmi+ irr.—anco" 5teFy G.B.S. and Cram, 94dine,+e, r u provided on the floor plans of the submittal package." Layout pFeyided on Partial Floor Plans A2 I and A2 :1 owing MaFage and Offi missing to be completer)with a st to men+ !!AS dkc--q4pd at the ORG. I I s proposed ..rnn-FatiPn „f thn Ct--dY that, if appreved, IprevIde a TFa4iG Statement/Repqrt I 4he pFejerzt geneFate-s less th-an fifty (59) peak hour 46PS. TheFefem, a traffac. statement is ine•I-Nelnrl• dt-h+hir .A. M.ethe-dolegy pFoposal is pending to be provided te City EngineeF's review and approval. « traffc-study was submitteed -an thu the subject projed har, been rewipwed and arcepted by the Ronnie NavaFr-e, PE(See email dated August 7 2019.) 4. VeFly, rf-re5 u r-fa El+lg/refuFbT5hi-rnrg wed(-v^-rexisting @ rvlag SW—cv due to heavy lead traffic, with ""l'c-Werl<<s-City ERgipeeF-. M Fequest. !!A-s d-ie-e•--e•e•e.ed at the PRG meetinn C\A! U' Terrare was re ce+nstrur+e d by the City when the dFainage system was in-st—alle-d- -a fei I - The pavement sect'-on is equivalent to RralAiard 1201 STIRLING ROAD,DANIA BEACH,FL 33004 *PHONE(954)924-6808 *FAX(954)923-1109 Feadway which Is capable of handling all vehirle type and- Sizes. The RumbeFy PLIF 5. oreyi.d se d preliminary eeneeptual DFair,age Analysis 7MRequest. "A r.reli Ptual analysis has been Submitted Ear review.lI 6. PFGVi file (dwg er dgn) disk of the approved site plan ii; Florida State Plane f n-c-irrlinate (NAD 93) T S Sh....I.J he a d,dFessed as aFt of the final submi++.+1 Pending final revi-sed site plan to be pFevided as paFt of the final -sub.m.ittal. A CD was pFevided. "Noted." � , "Natpd n �r TIER II: 1.-Site Plan SP-1 1.1 Identify ROW lines and dimensions on the East side of the Project/Property along SW 26th Terrace. Provided on SP-1. 1.2 Show sight-visibility triangle at all proposed driveways and/or ingress-egress, including on landscaping plan. Identify location on property lines of existing Five feet(5') or Six feet (6')wall. Verify, location of 25' visibility triangles. Survey shows six(6')wall and site plan five (5'). 1.3 Identify pavement, marking and width of driveways aisles on some areas and clearly identify how driveways with Outdoor Display/Storage areas are separated (Curbs,Stripping, etc.) Provided on preliminary PMS shhet C-5. 1.4 Provide Layout of Outdoor Display/Storage areas for circulation and storage. Provided on SP-1. 2.- ROW on SW 26th Terrace. 2.1 Show Base Building Line — BBL- Right of Way—ROW- lines and Property (PL) and Center (CL) Lines (PL) dimensions on civil/Site plan(s). Provided civil SP-1 and Civil Plans. 2.2 Provide copies of approved permits from FDOT, City of Dania Beach, Broward County and others for driveway(s) connections (If applicable). Existing driveway not intended to be reconfigured. 2.3 Show sight distance analysis using FDOT index No. 546 at SW 26th Terrace. Provided on SP-1. 2.4 Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to full lane width for 50' minimum length centered on the proposed cut. There is some road cuts on concrete driveway on City ROW.. 1201 STIRLING ROAD,DANIA BEACH,FL 33004 *PHONE(954)924-6808 *FAX(954)923-1109 2.5 Provide Maintenance of Traffic (MOT) Plan by a licensed Professional Engineer in the State of Florida (If applicable). It will be provided at time of Building and Engineering submittals for permitting. 2.6 In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND SWALES, Owner is responsible for the construction of sidewalks/swales within the road ROW when buildings are constructed or substantially improved. Proposed sidewalk on southern ROW along SW 26th Terrace; pending to be showed width dimension. On northern portion existing sidewalk to remain; must be repaired as necessary. 2.7 Per Sec. 605-30(K). The Traffic Impact Study shall be prepared using the roadway level of service standards and trip generation rates. A traffic study shall be prepared in accordance with methods outlined in Transportation Impact Analysis for Site Development: An ITE Recommended Practice (RP-020D) published by the Institute of Transportation Engineers, 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, such memorandum of agreement and the traffic impact study must be prepared by a Professional Engineer(PE) registered in the State of Florida, a Professional Transportation Planner(PTP) certified by the Institute of Transportation Engineers(ITE), or a Planner certified by the American Institute of Certified Planners(AICP). A methodology proposal is pending to be provided to City Engineer's review and approval. 3.-Survey: 3.1 Provide Type of Flood Zone- Base Flood Elevation on Notes. Identified on Note 14. 4.- Provide the following civil engineering drawings, signed and sealed by a Florida registered professional Civil Engineer: 4.1 Paving, Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Please be advised that all storm drains shall be constructed with RCP piping in the City ROW. Provide Drainage Structures Tables. 4.1.1 Provide drainage calculations and geotechnical information supporting the proposed drainage design. Provide copy of existing Broward County Stormwater Permit , SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit; taking in consideration among others in the complete drainage analysis, an increase in impervious areas on the East-West Northern and in 6" concrete pavement-gravel portions on the East-Southern of the site 4.1.2 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- year24-hour and 72-hour flood stage elevations. Provide copy of existing drainage permit sustaining 25-year and 100-year 3 day 4.84' and 5.43' NAVD elevations respectively. 4.1.3 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, 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808 *FAX(954)923-1109 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. Clarify the outfall vs. manhole-catch basin connections to dry retention areas to the North and East of the site.A modified existing permit must be provided at submittals for permitting. 4.1.4 Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum elevations from drainage calculations. PGD preliminary plan provided in C-4 but minimum elevations are going to be supported with updated drainage analysis for permitting. 4.1.5 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. 4.1.6 Be advised that the applicant shall not be authorized to connect the on-site drainage system to those within the public ROW of FDOT, BCHCED, and/or the City. Provide authorization as appropriate from FDOT, BCHCED, and/or the City for the existing and proposed connections between the on-site drainage system and public ROW. Clarify existing drainage system connection on the North to a manhole. 4.1.7 Provide location of building roof drains, and their proposed connection(s) to the on-site drainage system (If Applicable). Two (2) existing roof downspouts (Typ.) shown on C-4 plan pending to provide a complete grading plan with additional proposed elevations to assure rainwater running into northern and eastern dry retention areas. 4.1.8 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. Provide copy of existing Broward County Stormwater Permit , SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit. 4.1.9 Clarify if existing catch basin to remain is not additionally improved. Provide copy of existing Broward County Stormwater Permit , SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit. 4.1.10 Show how roof drainage is collected. Two (2) existing roof downspouts (Typ.) shown on C-4 plan pending to provide a complete grading plan with additional proposed elevations to assure rainwater running into northern and eastern dry retention areas. 4.1.11 Verify that Existing Asphalt and New Asphalt Pavement at driveway/entrance along drive aisles up to Gravel Outdoor Display /Storage Area have adequate support for heavy equipment circulation;just 6" concrete pavement provided side to Gravel Outdoor/Storage area. Please, clarify if existing concrete aprons are going to be demolished and replaced by Asphalt at main driveway and at entrance of outdoor display/storage area. Clarify, surface areas to be demolished and/or to remain—Conflict on plans- 1201 STIRLING ROAD,DANIA BEACH,FL 33004 *PHONE(954)924-6808 *FAX(954)923-1109 4.2 Water and Sewer —Utilities- Plan, including any existing water main, force mains, gravity, mains, etc. (Show all material & pipe sizes on the plan). Please be advised that all water-main shall be constructed with DIP piping in the City ROW. Preliminary Water and Sewer plan is provided. No new water-main connection within the City ROW. A new 6" PVC sewer lateral is proposed connected to existing Lift Station. Pending for a full Water and Sewer with details plans. 4.2.1 Provide a proposed water and sewer — utilities — plan, indicating all water and sewer appurtenances including but not limited to point of connection to the existing system, cleanout, water meter, check valve, etc. Preliminary Water and Sewer plan is provided. 4.2.2 Provide utility piping conflict details plan, along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water service lines. A piping conflict details plan will be provided for permitting. 4.2.3 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. Calculations and tabular generation amounts will be provide for permitting. 4.2.4 Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Engineer. Pending to be requested. 4.2.5 Backflow preventers will not encroach on sidewalks (If applicable). Are not present in preliminary plan. 4.2.6 Show also all existing and proposed utilities on the landscaping plans for potential conflicts. Shown on Landscape Plan. 4.2.7 Clarify 1"Water Service is proposed and its connection. Connected to existing water main on site. 4.2.8 Clarify size of sewer lateral and clean out are proposed. Show also connection of Lift Station to FM. Proposed 6" lateral connected to Private Lift Station on site. S.- Pavement, Marking and Signage Plan: 5.1 Provide a Pavement, Marking and Signage Plan with details. Preliminary plan provided, pending full PMS plan to be provided. 5.2 Add signage to the road marking plan. Identify dimensions of Proposed Monument sign. Missing employees parking area and other, pending to be provided in full PMS plan. 5.3 In Signage and marking plan, include the radii and all landscaping and pavement areas. Provided in Landscape Plan. 6.- Erosion and Sediment Control Plan: 6.1 Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities, and neighboring water bodies. Provided a preliminary plan on C-2 but missing neighboring water bodies and side of driveway. 6.2 Provide silt fence applications, bales backed by fence, protection around inlets or similar structures, barrier for fill slope, barrier for paved and unpaved ditches details (As applicable). 1201 STIRLING ROAD,DANIA BEACH,FL 33004 *PHONE(954)924-6808 *FAX(954)923-1109 Provided a Preliminary plan on C-2. 6.3 Use recommended spacing for Type I and Type II Hay bale barriers, and type III silt fences, from chart FDOT state drainage manual. There are no proposed bale barriers. 6.4 Provide detail of erosion protection to inlet/catch basin structures. Provided in a Preliminary plan on C-2. 6.5 Provide detail, if Outdoor Display / Gravel Storage area is approved, of methodology of erosion control. Gravel storage is surrounded by curb but please, clarify how is going to be prevented on the west and south boundaries of the 6"thick concrete area. 7.- Provide support data that this site meets the fire hydrant locations and distribution as per the National Fire Preventions Association (NFPA) Codes and Standards. Clearly show ail existing and proposed fire hydrants and 500-foot radius of coverage area. In addition, please note that a fire hydrant shall be installed within 100 feet of the Fire Department Connection. Pending to be verified the NFPA Code and Standards prior to permitting, including FDC connection. 8.- 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. Preliminary details plan provided on C-6. 9.- Provide dedicated fire service connection (not combined with domestic water service connection, per the National Fire Preventions Association ( NFPA) guidelines, for the proposed development. FSC provided on C-3 but not separated from domestic water main line. 10.- Provide Fire Department conceptual approval. Fire department conceptual approval will be provided prior to Public Hearing. 11.- Contractor shall provide, before issuance of C.O., to the Engineer and City of Dania Beach " a CD with As-Builts drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a registered surveyor. Pending to be provided prior to issuance of C.O. For ease of review, please reply to each line comment and reference drawings and/or backup documents provided. Engineering Reviewers: Manny Vega, PE Ronnie S. Navarro, PE Consultant, CAP Government Deputy Director/City Engineer engineeringreview@daniabeachfl.gov rnavarro@daniabeachfl.gov 1201 STIRLING ROAD,DANIA BEACH,FL 33004 *PHONE(954)924-6808 *FAX(954)923-1109 Lajoie, Corinne From: Navarro, Ronnie Sent: Tuesday,August 07, 2018 9:13 AM To: Lajoie,Corinne Cc: 'Joe Handley Ohandiey@craventhompson.com)'; Engineering Review; Pat Gibney; Kaine, Brad;Johnson, Antoine;Joaquin@traftech.biz Subject: RE: HercRentals Traffic Impact Study Hi Corinne, The traffic impact study, as prepared by Joaquin Vargas, PE of TrafTEch Engineering, Inc. for the above-cited subject project has been reviewed and accepted by the undersigned. Thankyou Ronnie S. Navarro, PE, CFM Deputy Director I City Engineer City of Dania Beach I Florida ext 3615 From:Joaquin@traftech.biz[mai Ito:ioaguin@traftech.biz] Sent:Tuesday,August 7, 2018 8:57 AM To: Navarro, Ronnie<rnavarro@daniabeachfl.gov> Cc: 'Joe Handley(jhandley@craventhompson.com)' <ihandley@craventhompson.com>; Lajoie, Corinne <claioie@daniabeachfl.gov>; EngineeringReview<engineeringreview@daniabeachfl.gov>; Pat Gibney <pgibney@craventhom pson.com> Subject: RE: HercRentals Ronnie, Updated report is attached addressing your comments. Joaquin From: Navarro, Ronnie [mailto:rnavarro andaniabeachfl.gov] Sent: Monday, August 06, 2018 11:42 AM To: Joaquin@traftech.biz Cc: 'Joe Handley (ihandley(ebcraventhompson.com)'; Lajoie, Corinne; Engineering Review; Pat Gibney Subject: RE: HercRentals Hi Joaquin, Attached is my markup review(see pp.4 and 15), for your response. Thanks Ronnie S. Navarro, PE, CFM i Deputy Director I City Engineer City of Dania Beach I Florida ext 3615 From:Joaquin@traftech.biz [mailto:ioaciuin@traftech.biz] Sent: Friday,July 27,2018 12:35 PM To: Navarro, Ronnie<rnavarro@daniabeachfl.eov> Cc:'Joe Handley(ihandlev@craventhompson.com)'<]handlev@craventhompson.com> Subject: HercRentals Ronnie, Attached is the traffic study for the HercRentals facility. We used the trip generation that you provided to us and evaluated the impacts on 26th Terrace, 361h Street and the intersections of SR 84/26 Terrace and 36 Street/26 Terrace. Let me know if you want to discuss so I can call you either later this afternoon or Monday AM. Joaquin Joaquin E. Vargas, P.E. Traf Tech ENGINEERING 8400 N. University Drive, Suite 309 Tamarac, Florida 33321 Tel: (954) 582-0988 Fax: (954) 582-0989 Mobile: (954) 643-1671 ioaguin(a)-traftech.biz 2 Lozandier, Daniel From: Joe Handley <jhandley@craventhompson.com> Sent: Thursday, August 16, 2018 8:41 AM To: Lozandier, Daniel Cc: Lajoie, Corinne Subject: RE: Updated Public Hearing Sign (Hers Rentals) Attachments: Development-Application.revised.pdf Daniel, Mark Giosa has retired from HercRentals. We have revised the application to indicate another representative for HercRentals. Please see attached application. Thanks Joe Joseph D. Handley, R.L.A Vice President, Planning and Landscape Architecture CRAVEN THOMPSON &.ASSOCIATES INC. 3563 NW 53rd Street Fort Lauderdale,FL 33309 954.739,6400 phone 954.739.6409 fax 954.552.3944 mobile ihandlev(M craventhompson.com Craven Thompson&Associates From: Lozandier, Daniel [mailto:dlozandier@daniabeachfl.gov] Sent:Wednesday,August 15, 2018 2:47 PM To:Joe Handley<ihandlev@craventhompson.com> Cc: Lajoie, Corinne<claioie@daniabeachfl.gov>; Bryan, Muriel<mbryan@daniabeachfl.gov> Subject: Updated Public Hearing Sign (Herc Rentals) Good afternoon Mr. Handley: Please see PDF documents in regards to the property sign for Herc Rentals. Sign must be posted on the property this Friday August 3.7, 2018. In addition to the posting of the sign we will need a picture and the completed affidavit (attached) emailed. i ARD COUNTY AVIATION DEPARTMENT-Fort Lauderdale-Hollywood International Airport 2200 SW 451°Street,Suite 101 -Dan la Beach,Florida 33312.954-359-6100 July 26, 2018 Marc LaFerrier,AICP Planning Director City of Dania Beach 100 West Dania Beach Blvd Dania Beach, FL 33004 RE: Herc Rentals Facility 3251 SW 261h Terrace, Dania Beach, FL Broward County Aviation Department (BCAD) Conditional Approval Letter Dear Mr. LaFerrier: The Broward County Aviation Department (BCAD) has reviewed the proposed the site plan, which includes outdoor display/storage, for the Herc Rentals Facility(3251 SW 26th Street) Project 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://oeaaa.faa.gov/oeaaa/external/portal.isp • Following the receipt of a favorable FAA' determination, the applicant may also need to obtain "airspace obstruction permits" from +the Ilorida Department of Transportation (FDOT). This documentation is necessary to determine if the project will adversely affect public health or safety. If required, these permits must be obtained prior to the commencement of any construction.The following Broward County Board of County Commissioners Mark D.Bogen•Beam Furr•Steve Geller•Dale V.C.Hotness•Chip LaMarca•Nan H.Rich•Tim Ryan•Barbara Sharief•Michael Udine www.broward.org/www.fil.net P web address can be used to acquire additional information pertaining to the FAA and FDOT airspace obstruction review and permitting process: http://www.dot.state,fl.us/aviation/obstructions.shtm • Based on the site plan submitted and additional information regarding the proposed outdoor display/ storage, the site has been reviewed as 61.36 feet NAVD (Site Plan Sheet SP-1 dated June 7, 2018 and Letter from Joseph D Handley to Karen Friedman dated July 23, 2018). The proposed outdoor display/ storage may not have equipment or other storage items which would exceed 61.36 feet NAVD unless submitted to BCAD for additional review. • 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 Herc Rentals Facility/3251 SW 26th Terrace, Dania Beach, FL Project, and it is based on the Site Plan Sheet SP-1 dated June 7, 2018 (prepared by Scott W. Peavier, RLA) and the Letter from Joseph D Handley to Karen Friedman dated July 23, 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: Joe Handley lhandlev@craventhompson.com Michael P. Pacitto, P.G., Director Planning and Environmental 2 Lajoie, Corinne From: Joe Handley <jhandley@craventhompson.com> Sent: Tuesday, August 21, 2018 12:06 PM To: Lajoie, Corinne Subject: Fwd: HercRentals project PZ#Sp-047-18 Begin forwarded message: From: "Wray, Macee"<mwrav@daniabeachfl.gov> Date:July 27, 2018 at 11:20:27 AM EDT To:Joe Handley<ihandlev@craventhompson.com> Subject: RE: HercRentals project PZ#Sp-047-18 Hello, In reference to 3251 SW 26 Terrace,there are no active cases/liens on the property. x Macee Wray Code Compliance Coordinator I City of Dania Beach mwrav@daniabeachfl.gov I daniabeachfi.Rov 100 W Dania Beach Blvd, I Dania Beach, FL 33004 Phone: 954-924-6800 ext. 3790 1 Fax: 954-924-6812 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are addressed. Access to this email by anyone else is unauthorized. If you are not the intended recipient, any interception, copying, distribution, disclosure or use of this transmission or any information contained in it is strictly prohibited, and may be subject to criminal and civil penalties. From: Joe Handley [ma i Ito:jhandley@craventhompson.com] Sent: Friday, July 27, 2018 10:27 AM To: Wray, Macee Subject: HercRentals project PZ#Sp-047-18 Good Morning Macee, Corinne had provided me your contact information.As part of our site plan processing, Corinne is requiring that we provide a statement from the City's Code Compliance Department stating that there are no outstanding code violations or liens on the property. It is our understanding that the statement requested would come from you. I have attached the survey of the property. If you need any other information in order to prepare the statement, please reach out to me. Corinne will need the statement by Aug. 151.Thank you. Joe Joseph D. Handley, R.L.A 1 DANIA BEACH SEA IT.LIVE IT.LOVE IT. CITY OF DANIA BEACH COMMUNITY DEVELOPMENT DEPARTMENT COVER LETTER To: mark.giosa@hercrentals.com From: dlozandier@daniabeachfl.gov Date: 7/26/2018 Re: Herc Rentals 2nd Review PZ#:.VA-046-18/S P-047-18 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 26th at 10:30 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: Ryan St. George, Arborist, Ryan.StGeorge@metriceng.com Raul Cosme, Fire Inspector/Plans Examiner, Raul_Cosme@sheriff.org Ronnie Navarro, Engineer, rnavarro@daniabeachfl.gov Corinne Lajoie, Planning&Zoning Manager, cchurch@daniabeachfl.gov Muriel Bryan, Planner, mbryan@daniabeachfl.gov Daniel Lozandier, Planning Associate, dlozandier@daniabeachfl.gov AGENDA COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMEMT REVIEW MEETING THURSDAY,JULY 26,2018 ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH REGARD TO ANY MATTER CONSIDERED AT THIS MEETING OR HEARING WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. LOBBYIST REGISTRATION REQUIRED - REGISTRATION AS A LOBBYIST IN THE CITY OF DANIA BEACH IS REQUIRED IF ANY PERSON, FIRM OR CORPORATION IS BEING PAID TO LOBBY THE COMMISSION ON ANY PETITION OR ISSUE PURSUANT TO ORDINANCE NO.01-93.REGISTRATION FORMS ARE AVAILABLE IN THE CITY CLERK'S OFFICE IN THE ADMINISTRATION CENTER. IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT,PERSONS NEEDING ASSISTANCE TO PARTICIPATE IN ANY OF THESE PROCEEDINGS SHOULD CONTACT the CITY CLERK'S office,100 W.DANIA BEACH Boulevard,DANIA BEACH,FL 33004,(954)924- 6800 ext.3624,AT LEAST 48 HOURS PRIOR TO the MEETING. IN CONSIDERATION OF OTHERS,WE ASK THAT YOU: PLEASE TURN CELL PHONES OFF,OR PLACE ON VIBRATE. IF YOU MUST MAKE A CALL,PLEASE STEP OUT INTO THE ATRIUM,IN ORDER NOT TO INTERRUPT THE MEETING. IF YOU MUST SPEAK TO SOMEONE IN THE AUDIENCE,PLEASE SPEAK SOFTLY OR GO OUT INTO THE ATRIUM,IN ORDER NOT TO INTERRUPT THE MEETING. 1) 10:00 A.M. SP-64-07MOD,BRIDGE POINT PORT 95,2600 SW 36Tn STREET, 1ST REVIEW 2) 10:30 A.M. SP-47-18NA-46-18,HERC RENTALS,3251 SW 26 TERRACE,2ND REVIEW 3) 11:00 A.M. SE-124-17,BILL AND ELISE STAMM,684 SW 7 TERRACE & SW 4 COURT,2NDREVIEW If you are unable to attend the meeting or you need any further information please email or call: Corinne Lajoie at(954)924-6805 x 3704 or cehurch a.daniabeachfl.gov Daniel Lozandier at(954)924-6805 x 3793 or diozandier c@daniabeachfl.gov Lozandier, Daniel From: Ryan St.George <Ryan.StGeorge@metriceng.com> Sent: Thursday,July 19,2018 10:21 PM To: Lozandier, Daniel i Cc: Lajoie,Corinne; Bryan, Muriel Subject: Herc Rentals 2nd Submittal VA-046-18, SP-047-18 Good evening Daniel, The current submittal has addressed all landscape comments. We have no new comments for the July 51h resubmittal. Regards, Ryan St. George South Florida Environmental Services Manager V��XVENGINErI�INC 13940 SW 136`h 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 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. i 1 CITY OF DANIA BEACH COMMUNITY DEVELOPMENT DEPARTMENT ROUTING SHEET Routing Date: July 5, 2018 PZ Log No: VA-046-18/SP-047-18 Project: Herc Rentals 2"d Review Comments Due: July 19, 2018 PLEASE REVIEW THE ABOVE REFERENCED PROJECT FOR COMMENTS TO BE INCORPORATED IN THE COMMUNITY DEVELOPMENT DIRECTOR'S STAFF REPORT TO THE PLANNING AND ZONING BOARD AND/OR CITY COMMISSION. mplies with code as submitted. CT Comments to be addressed&plans resubmitted prior to public hearing. ❑ Denied. nn Department Date - - - -- -- - -- -- - - --- -- ---- - - - -- - -- -- - ---- - - - - - - - - -- -- - - - - - - - -- - -- CITY OF DANIA BEACH COMMUNITY DEVELOPMENT DEPARTMENT COST RECOVERY Project: Herc Rentals 2"`1 Review PZ Log No: VA-046-18 /SP-047-18 Plan Reviewer: Fire Please log your time spent on reviewing the plans. Time spent: Overtime; _ Rate per hour: * Cost recovery—no charge on single family home plans,permits and variances. BROWARD SHERIFF'S OFFICE Department of Fire Rescue & Emergency Services Fire Marshal's Office t_ Dania Beach District : . FL 103 West Dania Beach Blvd. • Dania Beach, Florida 33004 Office: (954)342-4262 • Fax: (954)342-4265 Sheriff Scott Israel t SITE PLAN REVIEW COMMENTS Date: 07/06/18 Site Plan No.: SP-047-18 Time Required For Review: 1_5 Project: Herc Rentals 2nd Review Sq. Feet: 348,485 Plan Reviewer: Raul Cosme / Plans Examiner ❑Approved As Submitted ❑Denied ❑Approved With Conditions ®Comments Must Be Addressed and Resubmitted Prior to City Commission Meeting Below are two tiers of comments. Tier one comments must be satisfied prior to site plan approval and public hearing. Tier two comments, if not satisfied during original site plan approval process, must be satisfied at permit for site work. Be advised that some Tier two comments may affect other disciplines and/or have other significant impacts on the overall site plan. In addition, the Tier 2 comments may impact permit plans with additional time delays to reach resolution at permit. It is strongly advised that all comments (both Tier 1 and Tier 2) below are satisfied prior to site plan approval and public hearing. Tier 1 COMMENTS Deficiencies were identified on your plan during our plan review process. Please provide the following: 1 Giro Department Annocc Information as folio ieic :COMPLIED A" tH—Hp.i.A.9 Fadii (dernanstr-ated) (Nete en plans that the West side ef theGE)MpleX will haVe the 2. Water Supply Information as follows: a. All existing and proposed water main sizes. Need main sizes Existing and proposed fire hydrant locations. Please show where the hydrants will be relocated to. b. Please provide a scale for sheet C-3 Page 1 of 12 Rev.6/25/16 Nete• DISTDl—RUTION CVQTUM TO QC I Onprnn rrv-c�vr czar All distribution systems shall be designed to FedWGe the dead-eRd mains and pFovide a loop fGF new and existing main&. :COMPLIED h DwFnenciens of the throe nearest adjacent h y dFants to the pFGjent cite c. Locations of all fire department connections (Siamese and Fire Hose Valves on standpipes) on the interior and exterior of the building or structure (for buildings or structures with fire sprinkler systems) Need location of FDC 3. Proof of Water Supply& Fire Flow Demand as follows: Still Need There is no record of the water supply for this building. a. Fire Hydrant Flow Test b. Building Construction Type and Square Footage c. Fire Flow Demand Calculations Signed and Sealed by Licensed Engineer d. A completed Application for the Approval of the Fire Protection Water Supply Design (See the last page of this document) e. Statement of verification from the design professional of record, on official company letterhead, that the proposed water main sizing, fire hydrant spacing, and fire hydrant locations, are in compliance with the Broward County Land Use Code and the Florida Fire Prevention Code. (This document shall bear the seal and signature of the engineer). Tier 2 COMMENTS Deficiencies were identified on your plan during our plan review process. Please provide the following: 4. Additional Fire Department Access Information as follows: Still Need a. Fire Lane locations and striping detail (demonstrated) b. "NO PARKING" sign locations and sign details demonstrated -Show on plans striping and signs on the south side of the building on both sides of the road 5. Additional Water Supply Information as follows: a. Locations of all Post Indicating Valves or Underground Gate Valves, Double Detector Check Valves, etc. 6. A detail sheet accompanying the Civil Plans with the following details: a. Fire Hydrant Detail b. Bollard / Impact Protection Detail for Hydrants, FDC's & DDCV's c. Roadway Pavement Marker (RPM) Detail for Fire Hydrant Locations (Blue Reflective Markers) d. Post Indicating Valve Detail (where applicable) e. Underground Gate Valve Detail (where applicable) f. Backflow Preventor / Double Detector Check Valve (DDCV) Detail (where applicable)that identifies the DDCV as being listed for Fire Use g. Signage Detail for the Fire Department Connections (where applicable) 7. Address Detail Page 2 of 12 Rev.6/25/16 8. Minimum Radio Signal Strength for Fire Department Communications — See details on the next page. Ackowledgecl Please provide a copy of the approved set of plans in .pdf format via email to raul cosme(d_)sheriff.orq . If the plan set is too large to send through email, please deliver the plans in .pdf format on a CD-ROM to: Attn. Raul Cosme Fire Marshal's Office 103 West Dania Beach Boulevard Dania Beach, FL 33004 Page 3 of 12 Rev.6125116 `"�,FtiA5y4„� 44 t t ATTENTION CONTRACTORS&DESIGN PROFESSIONALS EFFECTIVE IMMEDIATELY NFPA 1:11.10 Requires minimum radio signal strength for fire department communications to be maintained at a level determined by the AHJ for all new and existing buildings. The Owner's Rep or GC shall conduct a Preliminary Initial Assessment to determine if the minimum radio signals strength for fire department communication is in compliance with Broward County standards. Prior to any testing,the occupancy shall be structurally completed with all interior partitions,windows and doors installed. An assessment will be conducted by the Owner's Rep or GC to determine if the minimum radio signals strength for fire department communication in the occupancy is in compliance,in accordance with NFPA 1: 11.10.1 and NFPA 72:24.5.2.2.1 through 24.5.2.2.3. Radio coverage shall be provided throughout the building as a percentage of floor area as specified below in accordance with NFPA 72: 14.4.12.1.2 through 14.4,12.1.4 and NFPA 24.5.2.3. 1.A test"grid"plan shall be produced to ensure testing throughout the building. 2. Signal levels shall be measured to ensure the system meets the criteria of 24.5.2.3 according to parameters as follows: a. 24.5.2.3.1 Inbound. A minimum inbound signal strength of-95 dBm,or other signal strength as required by the authority having jurisdiction,shall be provided throughout the coverage area. b. 24.5.2.3.2 Outbound. A minimum outbound signal strength of-95 dBm at the donor site,or other signal strength as required by the authority having jurisdiction,shall be provided for the coverage area. c.Critical areas,such as the emergency command center(s),the fire pump room(s),exit stairs,exit passageways, elevator lobbies,standpipe cabinets,sprinkler sectional valve locations,and other areas deemed critical by the authority having jurisdiction,shall be provided with 99 percent floor area radio coverage. d. General building areas shall be provided with 90 percent floor area radio coverage. ACCEPTANCE 1.If three nonadjacent areas fail the test with less than-95 decibels per milliwatt(-95 dBm),and/or a DAQ3 or below;or if two adjacent areas fail with less than-95 decibels per milliwatt(-95 dBm),and/or a DAQ3 or below,the GC will be required to pull separate plans and permit and install an IPSRES;In-Building Public Safety Radio Enhancement Systems;and/or 2.If there is less than 99 percent floor area radio coverage to all Critical areas,or less than 90 percent floor area radio coverage to all General building areas,the GC will be required to pull separate plans and permit and install an IPSRES;In- Building Public Safety Radio Enhancement Systems. Rev. 10/30/2015 Page 4 of 12 Rev.6/25/16 THE FOLLOWING INFORMATION IS PROVIDED FOR EXPLANATORY PURPOSES ONLY. THE NOTES BELOW CONTAIN MORE SPECIFIC INFORMATION AS IT RELATES TO THE COMMENTS YOU MAY HAVE RECEIVED IN YOUR SITE PLAN REVIEW FROM THE FIRE MARSHAL'S OFFICE. FIRE DEPARTMENT ACCESS REQUIREMENTS ADDRESS IDENTIFICATION New and existing buildings shall have approved address numbers placed in a position to be plainly legible and visible from the street or roadway fronting the property. [NFPA 1:10.12.1.1] The address shall be posted at the construction site upon the start of construction. Address numbers shall contrast with their background. Numerals shall be not less than three inches in height for residential buildings, structures, or portions thereof, and at least six inches in height for all other buildings, structures, or portions thereof. [NFPA 1:10.12.1.2] Where address identification is required by the fire official on other elevations of buildings, structures, or portions thereof, such numbers shall be not less than three inches in height for residential and at least six inches in height for all other buildings, structures, or portions thereof. [NFPA 1:10.12.1.2.1] Address numbers shall be Arabic numerals or alphabet letters. [NFPA 1:10.12.1.3] GENERAL DRIVE AISLES WIDTH AND HEIGHT Drive aisles must be a minimum of 12 feet in width. [AHJ] VERTICAL CLEARANCES FOR APPARATUS Vertical clearances of 14 ft. minimum are required by AHJ. FIRE APPARATUS ACCESS ROADS IDENTIFIED AND MARKED Fire Apparatus Access Roads are required to be identified and delineated. [AHJ; 1:18.2] WIDTH REQUIREMENT FOR FIRE DEPARTMENT ACCESS ROADS Fire Department access roads shall have an unobstructed width of not less than 20 feet. [1:18.2.3.4.1.1] WIDTH & SIGNAGE REQUIREMENTS FOR CURBSIDE VEHICLE PARKING IN FIRE DEPARTMENT ACCESS LANES - Fire Department Access Roads 20 Ft. to 27 Ft. — "NO PARKING" Signs on both sides of the road. - Fire Department Access Roads 28 Ft. to 35 Ft. —"NO PARKING' Signs on one side of the road - Fire Department Access Roads 36 Ft. or greater— No signage required. [AHJ] Page 5 of 12 Rcv.6/25/16 "NO PARKING" SIGNAGE, PAINTED CURBS AND / OR FIRE LANE STRIPING REQUIRED FOR FIRE LANES, FIRE DEPARTMENT ACCESS ROADS AND IN FRONT OF FIRE DEPARTMENT CONNECTIONS Fire Lanes, Fire Department Access Roads and the areas in front of the fire department connections, shall be designated by yellow painting, striping, or markings on the curbs and roadways. - Provide a curb detail note to indicate that all curbs are to be painted yellow. - All pavement markings shall be of thermoplastic paint. - Demonstrate that these areas are to be marked with freestanding signs with the wording, "NO PARKING FIRE LANE BY ORDER OF THE FIRE DEPARTMENT" or similar wording. - Such signs shall be 12 inches by 18 inches with a white background and red letters. - These signs shall be a maximum of seven feet in height from the roadway to the bottom of the sign. - These signs shall be within sight of the traffic flow and be a maximum of 60 feet apart. [1:1 8.2.3.5] SURFACE COMPACTION Demonstrate that the required Fire Department access road shall have a surface designed to: - Accommodate fire apparatus with a minimum weight of 32 tons. [1:18.2.2.1.3] - Have a surface suitable for all-weather driving capabilities. [1:18.2.2.5.2] — Examples: Turf Block, Concrete, Stone, etc. OBSTRUCTION OF FIRE DEPARTMENT ACCESS ROADS The required width of a fire department access road shall not be obstructed in any manner. [1:18.2.4.1.1] GATES REQUIREMENT Where gates are utilized, provide a Knox entry system to allow Fire Department Access [1:18.2.2.1] (Obtain application from the Fire Prevention Bureau (954)893-5060) TURNING RADIUS Turning radii must be a minimum of 38 ft. inside radius and 50 ft. outside radius with a clear sweep of 12 ft. of drive aisle for all Fire Department access roads / lanes (Turning radius requirements for Rescue Apparatus Access areas is 26' outside radius and 14' inside radius) [1:18.2.3.4.3] When demonstrating Turning Radii, all parking spaces must be a minimum of 18' in length. CUL-DE-SACS Cul-de-sac turnarounds must be no less than 100 ft. in diameter. DEAD ENDS Dead-end fire department access roads in excess of 150 ft. in length shall be provided with approved provisions for the turning around of fire apparatus (Hammerhead "T" Turn-around, Cul- de-sacs, Alternative (Modified) "T" Turn-around, etc.). [1:18.2.3.4.4] BUILDING ACCESSIBILITY FROM FIRE DEPARTMENT ACCESS ROADS Page 6 of 12 Rev.6/25/16 Any portion (furthest point) of any 1 st Floor exterior wall must be: - Not more than 150 ft. from Fire Department Access Roads — Un-sprinklered Buildings. [1:18.2.3.2.2] - Not more than 450 ft. from Fire Department Access Roads — Sprinklered Buildings. [1:18.2.3.2.2.1] DISTANCE TO EXTERIOR DOORS OF BUILDINGS FROM FIRE DEPARTMENT ACCESS ROADS A single exterior door providing access to the interior of any building must be located within 50 feet of a fire department access road. [1:18.2.3.2.1] BRIDGES The bridge shall be designed for a live load sufficient to carry the imposed loads of fire apparatus with a minimum weight of 32 tons. [1:18.2.3.4.5.2] LOAD LIMITS TO BE POSTED Vehicle load limits shall be posted at both entrances to bridges, ramps and elevated roadways where required by the AHJ. [1:18.2.3.4.5.3] GRADE The angle of approach and departure for any means of fire department access shall not exceed 1 foot drop in 20 feet (5%), and the design limitation of the fire apparatus of the fire department shall be subject to approval by the AHJ. [1:18.2.3.4.6.2*] FIRE HYDRANTS & FIRE PROTECTION APPLIANCES REQUIREMENTS HYDRANT DETAIL REQUIREMENTS Please provide fire hydrant detail in accordance with the following: - The center of a hose outlet shall be not less than 18 inches above final grade, (or where located in a hose house, 12 inches above the floor) [24:7.3.3] - The Steamer opening is to be 4 Y2 inches in size with four(4) National Standard Threads per inch. - All fire hydrants shall be "traffic type" to break-away upon impact. - The fire hydrant main body valve shall open against the flow and shall close with the flow. BLUE REFLECTIVE HYDRANT MARKERS Provide one (1) blue double-reflective department of transportation type road marker (Roadway Pavement Marker(RPM))to be adhered to the hard surfaces of the roadway in the middle of the lane nearest to, and directly in front of each newly installed fire hydrants, [AHJ] IMPACT PROTECTION Provide bollards consisting of three inch steel pipe buried at three feet deep, with three feet of height above ground level and spaced three feet apart, These bollards are to be filled with concrete and capped are acceptable. [24:7.3.5] [24:7.3.6] [13:8.15.1.3.21 CLEARANCE REQUIREMENTS FOR FIRE HYDRANTS Page 7 of 12 Rev.6/25/16 Provide clearances of 36" in circumference around all fire hydrants. [1:18.5.3] HYDRANT SPACING FOR COMMERCIAL PROPERTY Hydrant spacing shall not exceed 350 feet linear separation (as the fire apparatus drives) for commercial properties (to also include apartment buildings, condominiums, townhouses, etc.) [24:7.2.1] [AHJ] HYDRANT SPACING FOR PRIVATE RESIDENTIAL PROPERTY Hydrant spacing shall not exceed 500 feet linear separation for residential one and two family dwellings. [24:7.2.1] [AHJ] HYDRANTS TO BE 40' OR MORE FROM BLDGS. Hydrants shall be located not less than 40 ft. from the building or wall hydrants shall be permitted to be used where approved by the AHJ. [24:7.2.4] STANDPIPE SYSTEMS REQUIRED Provide a Class I standpipe system in accordance with the provisions of N.F.P.A. 1, Section 13.2.2.2 and NFPA 14, where any of the following conditions exist: - More than three stories above grade where the building is protected by an approved automatic sprinkler system. - More than two stories above grade where the building is not protected by an approved automatic sprinkler system. - More than 50 ft. above grade and containing intermediate stories or balconies - More than one story below grade - More than 20 ft. below grade LOCATIONS OF SIAMESE FIRE DEPARTMENT CONNECTIONS Fire department connections shall be located: - On the street side of buildings. - Where fully visible and recognizable from the street or nearest point of fire department apparatus accessibility. - And arranged so that hose lines can be attached to the inlets without interference from nearby objects, including buildings, fences, posts, or other fire department connections. [14:6.3.5.1] - Not more than 100 ft. from the nearest fire hydrant connected to an approved water supply. [1 4:6.3.5.41 - On the same side of the roadway or fire lane as the nearest fire hydrant. [AHJ] - Within three ft. (3') of the curb line of fire lanes, streets. [AHJ] - In a place that will allow a space four feet (4') on both sides of the fire department connection centerline that must be kept open at all times. SIGNAGE FOR FIRE DEPARTMENT CONNECTIONS - The FDC must be identified as to the building (complete address) or portion of the building it serves. Provide a permanent tactile sign at the FDC to meet the above requirement. [14:6.3.5.3] - A sign also shall indicate the pressure required at the inlets to deliver the system demand. [1 4:6.3.5.2.2] - Each fire department connection shall be designated by a sign having raised letters, at least 1 inch in height, cast on a plate or fitting that reads "STANDPIPE", "STANDPIPE AND AUTOSPKR" or"AUTOSPKR AND STANDPIPE". [14:6.3.5.2] Page 8 of 12 Rev.6125/16 BACKFLOWS REQUIRED (See NFPA 13, Chapter 15, Section A.15.1.8 & Handbook) Provide a Backflow Prevention Assembly for the Fire Sprinkler System that meets the following requirements: - All backflow preventors must be Accessible for service and maintenance [13:8.16.4.6] - All backflow preventors must be Listed for fire protection service [24:5.4.2] - All backflow preventors must be installed above ground [AHJ] WATER SUPPLY REQUIREMENTS PRIVATE FIRE SERVICE MAINS CONNECTION FROM WATERWORKS SYSTEMS By P.I.V. [24:5.5] or Underground Gate Valve [24:6.1.5] POST INDICATING VALVES TO BE LOCATED MIN. 40 FT. FROM BLDGS. Post indicating valves shall be located not less than 40 ft. from buildings [24:6.3.3.1] DISTRIBUTION SYSTEMS TO BE LOOPED All distribution systems shall be designed to reduce the dead-end mains and provide a loop for new and existing mains. FIRE SERVICE MAIN SIZE—8" Hydrant mains must be sized in accordance with the requirements of the Public Services Department (typically requiring a minimum 8" diameter), and must be able to accommodate the fire flow demand for the project but in no case can be less than 6" in diameter [24:7.1.1] SPRINKLER SYSTEM REQUIRED Buildings 3 or more stories in height and 3 or more units attached shall be equipped with a complete automatic fire sprinkler system. Completed engineered fire sprinkler drawings are required with construction document submittal. Please Note. [FBC 903.6.1 FIRE HYDRANT FLOW TEST REQUIREMENTS Fire Hydrant Flow Tests are required for all new projects to determine the available water supply in the area for your project. The Hydrant Flow Test must be in accordance with the Broward County Amendments (Effective February 13, 2016) to the Florida Fire Prevention Code (5'h Edition), Section F-112. This test must be performed by a qualified company of the builder's choice. In addition, the static pressure at the water main shall be determined by a recorded method (ie. water wheel) for a minimum twenty-four (24) hour period. The actual flow test must be witnessed by, and recorded data sent to the Broward Sheriff's Office Fire Marshal's Bureau, Dania Beach District in any area where water is being supplied by the City of Dania Beach Public Services. If the water is being supplied by Broward County, the entire hydrant flow test is to be performed by Broward County O.E.S. Please contact the Broward Sheriff's Office Fire Marshal's Bureau, Dania Beach District at (954)342-4262 for determination of where the water is being supplied from. IDENTIFYING THE FIRE FLOW DEMAND FOR BUILDINGS AND STRUCTURES Page 9 of 12 Rev.6/25/16 The Needed Fire Flow Requirements for all buildings / structures must be in accordance with N.F.P.A. 1 (2012 Ed.), Chapter 18, Section 18.4 for manual suppression efforts. Fire flow calculations must be prepared by a professional engineer currently licensed in the state of Florida for each newly constructed building or structure. Two original sets of signed and sealed calculations must be submitted to the Fire Marshal's Office on the Engineer's official letterhead for review and approval. Failure to follow the above requirements may result in delays for your project. REQUIREMENTS FOR THE FIRE FLOW TESTING OF WATER SUPPLY FOR AUTOMATIC FIRE PROTECTION SYSTEMS (AFPS) AND AUTOMATIC STANDPIPE SYSTEMS (ASS) The following are the requirements, as stipulated by the Broward County Amendments to the Florida Fire Prevention Code, for the Fire Flow Testing of the water supply for Automatic Fire Protection Systems (AFPS) and Automatic Standpipe Systems (ASS): The fire flow requirement for buildings providing or requiring Automatic Fire Protection Systems (AFPS) and/or Automatic Standpipe Systems (ASS) must be in accordance with the Broward County Amendments (Effective February 13, 2016) to the Florida Fire Prevention Code (5th Edition), Section F-112, NFPA 13 (2010 Ed.) and NFPA 14 (2010 Ed.) Broward County Amendments to the Florida Fire Prevention Code Amendments Effective February 13,2015 F-112—Automatic Sprinklers Required F-112.1 —Fire flow testing of the Water Supply for Automatic Fire Protection Systems (AFPS) and Automatic Standpipe Systems (ASS) using water as an extinguishing agent for new buildings and structures and existing buildings and structures where the AFPS and ASS are altered by more than seventy-five (75) percent of their value shall be as follows: a) Fire flow test of the water supply for AFPS and ASS shall be in accordance with NFPA 291, Recommended Practice for Fire Flow Testing and Marking of Hydrants,Florida Administrative Code (FAC) 69A-60. b) The engineer of record (EOR) shall be responsible to review the fire flow results,potential drought impact and future demands to the water distribution system. Where the FOR determines that the water distribution system will be significantly impacted during drought conditions or as a result of anticipated future growth,the FOR shall provide a safety margin in the design of the AFPS/ASS.The FOR shall utilize NFPA 13 annex as a guide in reviewing water distribution systems. c) Design of the water flow for the AFPS and/or ASS shall be the same as that obtained from the fire flow test. d) The residual pressure at the required water flow at the connection to the water main for an AFPS and/or ASS shall not be less than 20 PSI. e) The static pressure at the water main shall be determined by a recorded method for a minimum twenty-four(24)hour period. Page 10 of 12 Rev.6/25116 f) Fire flow test data shall not be more than one(1)year prior to the plans, hydraulic calculations and submittals for the AFPS and/or ASS being submitted to AHJs for their review and acceptance. The results of the fire flow test shall be provided to the AHJ at the time of the submittal of the plans, hydraulic calculations and submittals for the water based AFPS and/or ASS. BROWARD SHERIFF'S OFFICE DEPARTMENT OF FIRE RESCUE AND EMERGENCY SERVICES , 1 FIRE MARSHAL'S BUREAU Pa e11of12 ,'i p'y��P�ZF'� Rev.6/25/16 Sheriff Scott Israel DANIA BEACH DISTRICT 103 West Dania Beach Boulevard Dania Beach, FL 33004 Phone: (954) 342-4262 Fax: (954) 342-4265 APPLICATION FOR APPROVAL OF THE FIRE PROTECTION WATER SUPPLY DESIGN Date of Application: Site Plan Application#: Name of Project/Development: Address of Project/Development: Owner/Agent: Design Professional of Record: Water Purveyor: Water Purveyor Address: In order for the Broward Sheriff's Office, Department of Fire Rescue, Fire Marshal's Bureau to provide an approval letter for the adequacy of the fire protection water supply design for the above referenced project, the following information must be provided: Affirmation of Compliance with Fire Protection Water Supply Design Requirements: 1. The Type of Construction" is in accordance with NFPA 220. 2. The total fire protection water supply needed for manual firefighting (fire flow) and fire sprinkler/standpipe operations is gallons per minute. ( In compliance with water supply requirements for manual firefighting operations in accordance NFPA 1 (2012 Ed.), Chapter 18, Section 18.4 and the Broward County Land Development Code; and the water supply necessary for fire sprinkler and standpipe operations in accordance with the currently adopted editions of NFPA 13 and NFPA 14), 3. Statement of verification from the design professional of record, on official company letterhead, that the proposed water main sizing, fire hydrant spacing, and fire hydrant locations, are in compliance with the Broward County Land Use Code and the Florida Fire Prevention Code. (Attach signed and sealed document). This will affirm that the above stated information and attached statement of verification for this project/development is accurate and can be relied on for the requested approval letter to the applicable water purveyor. Signature-Owner/Agent/Occupant: Date Signature—Design Professional of Record Date Page 12 of 12 Rev.6/25/16 Q-O�P4p 5 RST`�T - CITY OF DANIA BEACH =j{ ; DEPARTMENT OF PUBLIC SERVICES 'yC�RPORATEA 19�� July 9, 2018 Engineering/ Public Works Comments SP-047-18/VA-046-18. Herc Rentals (25t Review) TIER 1: 1.- Please, provide copy Unity of Titles, plat, re-plat, easements and/or dedication(s) recoded prior of issuance of Building Permit.Shall be recorded in the Broward County Public Records. Copy of Unity of Title shall be provided prior to issuance of Building Permit. 2.- Provide Statement describing occupancy and use conditions and layout of the existing 1 story C.B.S. and Frame Building to remain. Layout provided on Partial Floor Plans A2.1 and A2.2 showing Storage and Office areas missing to be completed with an statement. 3.- 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. A methodology proposal is pending to be provided to City Engineer's review and approval. 4.-Verify, if resurfacing/refurbishing work of existing ROW along SW 26th Terrace is necessary due to heavy load traffic,with Public Works—City Engineer-. 2nd request. 5.- Provide a proposed preliminary conceptual Drainage Analysis. 2"d Request. 6.- 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. Pending final revised site plan to be provided as part of the final submittal. 7.- Provide regulatory agencies' approval documentation ( as applicable) as part of the final submittal ( Broward County Surface Water License, Broward County Health Department Permit, etc. ) Pending to be provided as part of the final submittal prior to issuance of Building Permit. 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808 *FAX(954)923-1109 TIER Ik 1.-Site Plan SP-1 1.1 Identify ROW lines and dimensions on the East side of the Project/Property along SW 26th Terrace. Provided on SP-1. 1.2 Show sight-visibility triangle at all proposed driveways and/or ingress-egress, including on landscaping plan. Identify location on property lines of existing Five feet (5') or Six feet(6') wall. Verify, location of 25' visibility triangles. Survey shows six(6')wall and site plan five(5'). 1.3 Identify pavement, marking and width of driveways aisles on some areas and clearly identify how driveways with Outdoor Display/Storage areas are separated (Curbs,Stripping, etc.) Provided on preliminary PMS shhet C-5. 1.4 Provide Layout of Outdoor Display/Storage areas for circulation and storage. Provided on SP-1. 2.- ROW on SW 26th Terrace. 2.1 Show Base Building Line — BBL- Right of Way—ROW- lines and Property (PL) and Center (CL) Lines (PL) dimensions on civil/Site plan(s). Provided civil SP-1 and Civil Plans. 2.2 Provide copies of approved permits from FDOT, City of Dania Beach, Broward County and others for driveway(s)connections (If applicable). Existing driveway not intended to be reconfigured. 2.3 Show sight distance analysis using FDOT index No. 546 at SW 261h Terrace. Provided on SP-1. 2.4 Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to full lane width for 50' minimum length centered on the proposed cut. There is some road cuts on concrete driveway on City ROW.. 2.5 Provide Maintenance of Traffic(MOT) Plan by a licensed Professional Engineer in the State of Florida (If applicable). It will be provided at time of Building and Engineering submittals for permitting. 2.6 In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND SWALES, Owner is responsible for the construction of sidewalks/swales within the road ROW when buildings are constructed or substantially improved. Proposed sidewalk on southern ROW along SW 26th Terrace; pending to be showed width dimension.On northern portion existing sidewalk to remain; must be repaired as necessary. 2.7 Per Sec. 605-30(K). The Traffic Impact Study shall be prepared using the roadway level of service standards and trip generation rates. A traffic study shall be prepared in accordance with methods outlined in Transportation Impact Analysis for Site Development:An ITE Recommended Practice (RP-020D) published by the Institute of Transportation Engineers, 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, such memorandum of agreement and the traffic impact study must be prepared by a Professional Engineer(PE) registered in the State of Florida, a Professional Transportation Planner(PTP) certified by the Institute of 1201 STMING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808 *FAX(954)923-1109 Transportation Engineers(ITE), or a Planner certified by the American Institute of Certified Planners(AICP). A methodology proposal is pending to be provided to City Engineer's review and approval. 3.-Survey: 3.1 Provide Type of Flood Zone- Base Flood Elevation on Notes. Identified on Note 14. 4.- Provide the following civil engineering drawings, signed and sealed by a Florida registered professional Civil Engineer: 4.1 Paving, Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Please be advised that all storm drains shall be constructed with RCP piping in the City ROW. Provide Drainage Structures Tables. 4.1.1 Provide drainage calculations and geotechnical information supporting the proposed drainage design. Provide copy of existing Broward County Stormwater Permit, SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit; taking in consideration among others in the complete drainage analysis, an increase in impervious areas on the East-West Northern and in 6"concrete pavement-gravel portions on the East-Southern of the site 4.1.2 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- year24-hour and 72-hour flood stage elevations. Provide copy of existing drainage permit sustaining 25-year and 100-year 3 day 4.84'and 5.43' NAVD elevations respectively. 4.1.3 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. Clarify the outfall vs. manhole-catch basin connections to dry retention areas to the North and East of the site.A modified existing permit must be provided at submittals for permitting. 4.1.4 Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum elevations from drainage calculations. PGD preliminary plan provided in C-4 but minimum elevations are going to be supported with updated drainage analysis for permitting. 4.1.5 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. 4.1.6 Be advised that the applicant shall not be authorized to connect the on-site drainage system to those within the public ROW of FDOT, BCHCED, and/or the City. Provide authorization as appropriate from FDOT, BCHCED, and/or the City for the existing and proposed connections between the on-site drainage system and public ROW. Clarify existing drainage system connection on the North to a manhole. 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808 *FAX(954)923-1109 4.1.7 Provide location of building roof drains, and their proposed connection(s) to the on-site drainage system (If Applicable). Two (2) existing roof downspouts (Typ.) shown on C-4 plan pending to provide a complete grading plan with additional proposed elevations to assure rainwater running into northern and eastern dry retention areas. 4.1.8 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. Provide copy of existing Broward County Stormwater Permit , SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit. 4.1.9 Clarify if existing catch basin to remain is not additionally improved. Provide copy of existing Broward County Stormwater Permit , SWM 2006-167-4. An updated complete drainage analysis must be provided and a modified permit must be re issued and provided to the City of Dania Beach prior to building permit. 4.1.10 Show how roof drainage is collected. Two (2) existing roof downspouts (Typ.) shown on C-4 plan pending to provide a complete grading plan with additional proposed elevations to assure rainwater running into northern and eastern dry retention areas. 4.1.11 Verify that Existing Asphalt and New Asphalt Pavement at driveway/entrance along drive aisles up to Gravel Outdoor Display/Storage Area have adequate support for heavy equipment circulation;just 6" concrete pavement provided side to Gravel Outdoor/Storage area. Please, clarify if existing concrete aprons are going to be demolished and replaced by Asphalt at main driveway and at entrance of outdoor display/storage area. Clarify, surface areas to be demolished and/or to remain—Conflict on plans- 4.2 Water and Sewer —Utilities- Plan, including any existing water main, force mains, gravity, mains, etc. (Show all material & pipe sizes on the plan). Please be advised that all water-main shall be constructed with DIP piping in the City ROW. Preliminary Water and Sewer plan is provided. No new water-main connection within the City ROW. A new 6" PVC sewer lateral is proposed connected to existing Lift Station. Pending for a full Water and Sewer with details plans. 4.2.1 Provide a proposed water and sewer — utilities — plan, indicating all water and sewer appurtenances including but not limited to point of connection to the existing system, cleanout, water meter, check valve, etc. Preliminary Water and Sewer plan is provided. 4.2.2 Provide utility piping conflict details plan, along with documentation to demonstrate acceptability of the separation between water,sanitary, storm-water service lines. A piping conflict details plan will be provided for permitting. 4.2.3 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. Calculations and tabular generation amounts will be provide for permitting. 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808*FAX(954)923-1109 4.2.4 Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Engineer. Pending to be requested. 4.2.5 Backflow preventers will not encroach on sidewalks (If applicable). Are not present in preliminary plan. 4.2.6 Show also all existing and proposed utilities on the landscaping plans for potential conflicts. Shown on Landscape PLan. 4.2.7 Clarify 1" Water Service is proposed and its connection. Connected to existing water main on site. 4.2.8 Clarify size of sewer lateral and clean out are proposed. Show also connection of Lift Station to FM. Proposed 6" lateral connected to Private Lift Station on site. 5.- Pavement, Marking and Signage Plan: 5.1 Provide a Pavement, Marking and Signage Plan with details. Preliminary plan provided, pending full PMS plan to be provided. 5.2 Add signage to the road marking plan. Identify dimensions of Proposed Monument sign. Missing employees parking area and other, pending to be provided in full PMS plan. 5.3 In Signage and marking plan, include the radii and all landscaping and pavement areas. Provided in Landscape Plan. 6.- Erosion and Sediment Control Plan: 6.1 Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities, and neighboring water bodies. Provided a preliminary plan on C-2 but missing neighboring water bodies and side of driveway. 6.2 Provide silt fence applications, bales backed by fence, protection around inlets or similar structures, barrier for fill slope, barrier for paved and unpaved ditches details (As applicable). Provided a Preliminary plan on C-2. 6.3 Use recommended spacing for Type I and Type II Hay bale barriers, and type III silt fences, from chart FDOT state drainage manual. There are no proposed bale barriers. 6.4 Provide detail of erosion protection to inlet/catch basin structures. Provided in a Preliminary plan on C-2. 6.5 Provide detail, if Outdoor Display / Gravel Storage area is approved, of methodology of erosion control. Gravel storage is surrounded by curb but please, clarify how is going to be prevented on the west and south boundaries of the 6"thick concrete area. 7.- Provide support data that this site meets the fire hydrant locations and distribution as per the National Fire Preventions Association (NFPA) Codes and Standards. Clearly show all existing and proposed fire hydrants and 500-foot radius of coverage area. In addition, please note that a fire hydrant shall be installed within 100 feet of the Fire Department Connection. Pending to be verified the NFPA Code and Standards prior to permitting, including FDC connection. 8.- 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 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808*FAX(954)923-1109 "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. Preliminary details plan provided on C-6. 9.- Provide dedicated fire service connection (not combined with domestic water service connection, per the National Fire Preventions Association ( NFPA) guidelines, for the proposed development. FSC provided on C-3 but not separated from domestic water main line. 10.- Provide Fire Department conceptual approval. Fire department conceptual approval will be provided prior to Public Hearing. 11.- Contractor shall provide, before issuance of C.O., to the Engineer and City of Dania Beach " a CD with As-Builts drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a registered surveyor. Pending to be provided prior to issuance of C.O. For ease of review, please reply to each line comment and reference drawings and/or backup documents provided. Engineering Reviewers: Manny Vega, PE Ronnie S. Navarro, PE Consultant, CAP Government Deputy Director/City Engineer enei nee ringreview[cDdaniabeachfl.gov rnavarro@daniabeachfl.eov 1201 STIRLING ROAD,DANIA BEACH,FL 33004*PHONE(954)924-6808*FAX(954)923-1109 Site Plan SP-47-18/VA-46-18 July 11, 2018 Zoning designation = IROM-AA FLU designation = Industrial REVIEW COMPLETE BY Corinne Lajoie (954) 924-6805 X 3704 2"d Review SITE PLAN COMMENTS: 1. The proximity to the airport will be required FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. 2. PARKING: Variance/Alternative Parking Requested. 3. USE: Gravel lot requires a variance. A variance application has been submitted. 4. 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. 5. 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. 6. Please e-mail resolution and legal description, prepared by an attorney, for development approval in word format to cchurch(a)daniabeachfl.gov four(4) weeks prior to public hearing. 7. Applicant must provide statement from the City's Code Compliance Department that there are not outstanding Code Violations or Liens on the property prior to the item being scheduled for a public hearing. Per Section 680-40, any property with outstanding Code Violations or Liens shall not be schedule for public hearing. 8. 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. 9. Provide a unity of title for all 3 folio numbers. NOTES: • Application fee pays for onIV 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. i FLOODPLAIN COMMENTS - Page 1 of 1 MEETING DATE: Project Name: Herc Rentals (2Id Review) PZ#: VA-046-18 / SP-047-18 ADDRESS: 3251 SW 26t" Ter REVIEW COMPLETED BY: Richard Benton, CFM DANIA BEACH SEA IT.LIVE IT,LOVE IL NOTES: X Comments: 1. None. July 5,2018 j U L 0 5 P -" Ms. Corinne Lajoie,AICP Planning and Zoning Manager Community Development Department 100 West Dania Beach Boulevard Dania Beach, Florida,33004 RE: HERCRENTALS AT 3251 SW 26TH TERRACE DRC COMMENTS CTA PROJECT NO. 18-0003-001-01 CRAVEN 1HOMPSON Dear Ms. Lajoie: Please find the following responses to the comments that were issued for the June 281", 2018 DRC meeting. We trust these responses, along with the revised (Air plans, will permit the project to move forward to the public hearing. Our responses are as follows: &ASSOCIATES INC PLANNING AND ZONING DIVISION SITE PLAN COMMENTS Engineers REVIEWER: CORINNE LAJOIE Planners Su rveyors Landscape Architects Comment No. 1: PLATTING:Provide letter from Broward County identifying whether this property needs to be platted or re-platted. Response: The property is platted under four plats. We are not proposing the addition of any building therefore the property would not require any plat note amendments or re-platting. We have submitted a letter to the Broward County Planning Council for a written determination and will provide the letter to the City once received. Comment No. 2: RIGHT-OF-WAY:Identify if R-O-W dedication is required. Response: No right-of-way dedication is required. Two of the plats dedicated the required right-of-way while the third plat dedicated a roadway easement. Comment No. 3: TRAFFIC STUDY: per Section 605-30(10, a traffic study is required for all development generating In excess of 50 peak hour trips. Less than 50 trips requires a Traffic Statement. Response: See attached traffic statement which demonstrates that less than 50 PM Peak Hour trips will be generated. 3563 N.W.53rd Street Fort Lauderdale,FL 33309-6311 (954)739-6400 Fax(954)739-6409 Ms. Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5, 2018 Page 2 Comment No. 4: SIGNS: Monument Sign: o Per Section 505-10(L) 42s.f.maximum sign area permitted, 51.94 proposed. Revise accordingly. Response: The monument sign has been reduced in size to comply with the 42 SF maximum. o Per Section 505-40(K)(3) "Internally illuminated cabinet signs must be constructed of an opaque sign face with translucent cut-outs for sign copy;such that only the sign copy itself is illuminated,and the background is not illuminated."Revise accordingly. Response: Please see Monument Sign detail on Sheet SP-1 where it is noted that only the letters and logo are internally illuminated. • Wall sign:on Sheet A4.0 and A4.1 identify "sign to be permitted separately", as it appears to exceed the maximum permitted sign area. Response: The wall sign on the east side has been revised to comply with code. A second wall sign has been added on the north side of the building,also in compliance with code. • Pole sign: Per Section 505130(B), only "Shopping centers, hotels, office complexes and industrial complexes within 1,000 feet of I-95 or i595"may have a pole sign. The proposed use is not an industrial complex,therefore remove the pole sign from the site plan. Response: The pole sign has been eliminated. Comment No.5: The proximity to the airport will be required FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street,Suite 101, Dania Beach, FL 33315, (954) 359-6100. Response: A letter from both BCAD and FAA have been requested. The building is existing and no'additions are planned. Comment No. 6: PARKING: Variance/Alternative Parking Requested. Response: The alternative parking standard was submitted. Comment No. 7: USE:Gravel lot requires a variance. Response: The variance for the gravel lot was submitted with the initial DRC application. Comment No.8: WILDLIFE PROTECTION:Per Article 250, "the developer of any existing nature!!and area in excess of one-half(1/2)acer in the city must..." Response: The majority of the property is already developed. The southern parcel is currently being filled per their fill permits. As discussed at the DRC meeting,the wildlife protection is not applicable. CRAVEN IRO MPSON&ASSOCIATES INC. Ms. Corinne Lajoie, AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 3 Comment No. 9: Provide minimum bicycle parking requirements identified in Section 265-51. Response: Five bicycle parking spaces have been added east of the employee parking spaces. See SP-1. Comment No. 10: Must provide latest revised set of plans on disk prior to going to public hearing. Response: Comment noted and will be provided. Comment No. 11: 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. Response: Since we are utilizing an existing building and within a developed industrial area, we did not feel any public outreach was necessary. Comment No. 12: 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. Response: The traffic statement has been provided to the City Engineer. As soon as we receive the statement we will forward to the Planning Department. Comment No. 13: Please e-mail resolution and legal description, prepared by an attorney, for development approval in word format to cchurch@daniobeachfl.gov four(4)weeks prior to public hearing. Response: Comment noted and will be supplied. Comment No. 14: Applicant must provide statement from the City's Code Compliance Department that there are not outstanding Code Violations or Liens on the property prior to the item being scheduled for a public hearing. Per Section 680-40, any property with outstanding Code Violations or Liens shall not be schedule for public hearing. Response: The requested statement will be provided prior to the item scheduled for a public hearing. Comment No. 15: 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. Response: Signs will be posted per the City requirements. Comment No.16: Per 0-2017-027, commercial properties under construction are required to provide security to fencing with screening showing project rendering when adjacent to ROW. Provide screen detail with next submittal. Response: As discussed at the DRC meeting,since no new building construction is proposed, and a fence exists along the right-of-way,the requirements of this ordinance do not apply. Comment No.17: Must provide public sidewalk along the entire street frontage of the property. Response: Sidewalk has been added. CRKNEN 1HOMPSON&ASSOCIMES INC Ms. Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 4 Comment No. 18: Identify on site plan which "Outdoor Display/Storage"will be gravel. Response: The southern"Outdoor Display/Storage"is the only area proposed as gravel. It is noted on the site plan. Comment No. 19: SETBACKS: Per Section 205-10, revise site plan drawing and Site Date table to identify the required front setback as 1'X building height=399'. Response: The required front setback has been added to SP-1. Comment No. 20: Per Section 290-50(8)Provide on the site plan and in dumpster detail the pedestrian maze access as required. Response: The pedestrian maze entrance has been added to the site plan and the dumpster detail. Comment No.21: Sheet SP-1 Shows parking spaces 9'X 18'' sheet C-3 'Accessible Parking Space..." detail shows parking spaces 9'X 20'. Revise accordingly. Response: C-3 has been revised to indicate a 9'x18'space. Comment No. 22: Photometric plan — The light levels on the west and south property line of folio number 504220580010 are not readable and/or exceed 0.5 foot candle maximum level established by Section 28040. Revise accordingly. Response: The lighting layout has been reconfigured so that light levels are within values required. The lighting plan and photometric plan have been updated to reflect this. Comment No.23: Provide a unity of title for all 3 folio numbers. Response: The unity of title is in the works. It will be provided prior to the submittal for public hearing. Comment No.24: Survey does not show all 3 folio numbers. Revise accordingly, or edit application. Response: The survey has been revised to indicate the entire property. The application was correct. LANDSCAPE PLAN REVIEW REVIEWER: RYAN ST.GEORGE INFORMATIONAL NOTES: i. Please provide a point-by-point response to each of the above comments. ii. Feel free to contact Ryan St. George at (305) 235-5098, (954) 668-8244, or ryan.stgeorge@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. iv, A complete irrigation plan as described in Sec 275-190(M)will be required prior to building department approval. CRR JEN 1HOMPSON &ASSOCINES INC Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 5 Comment No. 1: There appears to be existing trees adjacent to the property. Show all existing tree within 25'of the property, with the canopies drawn to scale, on the landscape plan (Sec.275-80(D) Response: Existing trees on adjacent properties and their canopies have been provided on the sheets TD-1 and LA-1. Comment No.2: The tree Disposition List on Sheet TD-2 lists trunk diameter in terms of caliper inches while the City's Code uses diameter at breast height (DBH) (Sec. 825-50) which is more appropriate for existing tree resource assessments.Since DBH and caliper are not equivalent, please update the table to refer only to DBH and ensure all measurements remain accurate. Similarly, please update the Plant Schedule on sheet LA-1 to reflect DBH as the City's preferred trunk measurement Response: Tree Disposition List and Plant Schedule have been adjusted to DBH as requested. Comment No.3: A review of tree survey results provided in response to Sec. 275-80(C) appears to show canopy spread estimates for Oak trees proposed for removal may be deficient. Staff will be scheduling a verification inspection in the next couple weeks. Please contact Ryan St. George by phone or email if you wish to be in attendance. In addition,please add the Disposition List to the Disposition Plan sheet if possible, to better enable comparison/review of existing tree resources Response: The existing tree canopy estimates have been verified on site with the reviewer and Craven Thompson. The Tree Disposition List has been added to sheet TD-1 for reference. Comment No.4: Existing canopy trees to remain likely exceed the size of proposed tree installations, yet all existing canopy trees on sheet LA=1 are scaled smaller than the proposed canopy trees. Show all existing canopy to remain, drawn to more representative scale,on the landscape plan Response: Existing tree canopy to remain has been adjusted to represent actual canopy size. See sheets TD-1 and LA-1. Comment No.5: The submitted Landscape Notes (Sheet LA-2) contain a General Notes section that includes many of the City's standard landscape Notes, but some items(e.g. number 6) have been omitted. Please Include the City of Dania Beach Standard Landscape Notes(attached)labeled as such in the revised submittal. Response: City Standard landscape notes have been provided on sheet LA-2. If there is a conflict between the City landscape notes and Craven Thompson notes,the City notes will take precedence. Comment No. 6: The submitted Landscape Data table is difficult for staff to compare to the provided plan due to some missing notations, delineations, dimensions, hatching, or other issues with the plan and a lack of distinction between requirements met via new installations, and requirements met via existing trees to remain. Please arrange a time to meet with Staff to discuss/clarify how many of the quantities were determined. CRAVEN 1HOMPSON &ASSOCIATES INC Ms. Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No.18-0003-001-01 July 5,2018 Page 6 Response: Per the meeting with Staff,the quantities and calculated areas for requirements have been reviewed and agreed upon that they are meeting the City landscape requirements. Comment No; 7: The Plant Schedule on Sheet LA-1 shows no minimum spacing for trees, palms, or shrubs. Please include a minimum spacing for installation purposes. Please also indicate if the proposed Canopy species are Category 1 or Category 2 installations. Response: Minimum spacing for shrubs are provided on the Plant Schedule. As for the Trees and Palms their locations are as shown on the landscape plans. Category classifications have also been provided on the Plant Schedule as requested. Comment No. 8: Show the tree protection zones where tree protection fencing is to be installed around each tree proposed to remain. Note that the TPZ must be a minimum of 8- 12"in diameter per inch of tree diameter measured at DBH. Response: For tree protection fencing requirements for the existing trees and palms to remain,see detail provided on sheet TD-1. Comment No. 9: On the landscape plan, impervious and pervious areas are very difficult to differentiate. Differentiate these areas using shading, hatching, symbols, or another means. Response: Hatching for concrete and asphalt pavement have been provided to help differentiate areas. Comment No. 10: Proposed live oak trees do not meet the minimum size requirements for Category 1 canopy species per Sec.275-190. Response: Proposed Live Oaks and Gumbo Limbos have been adjusted to meet the minimum size requirements for Category 1 canopy trees. See Plant Schedule. Comment No. 11: Provide the number of shade,intermediate,small,and palm trees in each of the four categories. Response: See provided table on sheet LA-1. Comment No. 12: Sec. 275-170(B) requirements are not being met at dumpster location along the northern boundary of the site. Response: Proposed shrubs around dumpster enclosure have been adjusted to provide the minimum 30"height at time of planting. Comment No. 13: Terminal islands are proposed to be planted with two Category 1 trees as per code, but the proposed live oaks may not have sufficientspace in these islands and appear to conflict with the existing structure as well. Please review the Sec. 275-100(D) requirements and revise the proposed species to better fit the limited amount of space. Response: Per the discussion with the reviewer,the terminal island tree requirements have been adjusted to provide a better solution for required canopy trees. CRKNEN 1HOMPSON&ASSOCIATES INC. Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5, 2018 Page 7 Comment No. 14: Provide the width of perimeter/VUA buffers, clearly indicated on plans. Response: Perimeter widths and VUA buffer dimensions have been provided. Comment No. 15: Sec. 275-190(H)spacing requirements are not being met for live oaks. Response: Spacing has been adjusted for the proposed Live Oaks. PLANNING&ZONING REVIEWER: RICHARD BENTON,CFM Comment No. 1: SP-1:Site data table should include flood hazard information. Response: The existing building is in Zone X and is not in a flood hazard zone. Comment No.2: SP-1:Finished floor elevation should be clearly indicated. Response: Finished floor elevation has been provided on the Site Plan. Comment No.3: This project is subject to the flood provisions of Ch. 12 of the Dania Beach Code of Ordinances and the Florida Building Code. Response: The existing building is in Zone X and is not in a flood hazard zone. ENGINEERING/PUBLIC WORKS COMMENTS REVIEWERS MANNY VEGA, P.E.,CONSULTANT,CAP GOVERNMENT RONNIE S. NAVARRO,P.E., DEPUTY DIRECTOR/CITY ENGINEER TIER I: Comment No.1: Please, provide copy Unity of Titles, plat, re-plat, easements and/or dedication(s) recoded prior of issuance of Building Permit. Shall be recorded in the Broward County Public Records. Response: Comment noted. The property is platted and does not require re-platting.We do not anticipate any easements or dedications being required. We will provide a copy of the Unity of Title prior to building permit issuance. Comment No.2: Revise portion of Parcels in "Ownership/Plat Exhibit"sheet. Portion of Parcel A or Parcel H. 3.- Response: The exhibit has been revised. Comment No.3: Verify that Existing Asphalt and New Asphalt Pavement at driveway/entrance along drive aisles up to Gravel Outdoor Display/Storage Area have adequate support for heavy equipment circulation;just 6" concrete pavement provided side to Gravel Outdoor/Storage area. Response: 6" concrete is a typical pavement use for semi-trailer storage, loading and unloading areas. We assumed that pavement includes a 12" stabilized subgrade and 6"concrete surface which equates to a structural number of 4.2.Per Broward Country Standard's, arterial roadways must meet a structural number of 3.84 for CRMEN 1ROMPSON&ASSOCNES INC Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 8 the associated loading and traffic level. Therefore,the apron's structural number exceeds County Standards. Comment No. 4: Per Sec. 605-30(H). Submit a Certified and sealed survey that reflects all property improvements and includes statement of amount of acreage and square footage of land involved. Response: A certified and sealed survey is included for all properties. See note 15 for site area. Comment No. 5: Provide Statement describing occupancy and use conditions and/or layout of the existing 1 story C.B.S. and Frame Building to remain. Response: The existing 1 story building is to be demolished. The layout of the warehouse building is provided on the floor plans of the submittal package. Comment No. 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. Response: The project generates less than fifty (50) peak hour trips. Therefore, a traffic statement is included with this submittal. Comment No. 7: Verify, if resurfacing/refurbishing work of existing ROW along SW 261h Terrace is necessary due to heavy load traffic, with Public Works—City Engineer-. Response: Existing ROW was recently refurbished as part of the SW 261h Terrace drainage enhancements. 6" concrete is a typical pavement use for semi-trailer storage, loading and unloading areas.We assumed that pavement includes a 12"stabilized subgrade and 6" concrete surface which equates to a structural number of 4.2. Per Broward Country Standard's, arterial roadways must meet a structural number of 3.84 for the associated loading and traffic level. Comment No. 8: If pedestrian lightning is proposed, discuss the possibility of the addition of ped lightning along the City ROW(s). Response: Pedestrian lighting is not proposed. TIER II: 1. Site Plan SP-1: Comment No. 1.1: identify ROW lines and dimensions on the East side of the Project/Property along S W 261h Terrace. Response: ROW lines and dimensions have been provided on the sheet SP-1 as requested. CRKNEN 1HOMPSON &ASSOCIMES INC Ms. Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 9 Comment No. 1.2: Show sight-visibility triangle at all proposed driveways and/or ingress-egress, including on landscaping plan.Identify location on property lines of existing Five feet (5') or Six feet(6')wall. Response: Sight-visibility triangles and location of existing wall have been provided on the site plan and landscape plan as requested. Comment No. 1.3: Identify pavement, marking and width of driveways aisles on some areas and clearly identify how driveways with Outdoor Display/Storage areas are separated(Curbs, Stripping,etc.) Response: Pavement marking dimensions are now represented within the Pavement Marking and Signage sheet(C-5) Comment No. 1.4: Provide Layout of Outdoor Display/Storage areas for circulation and storage. Response: As discussed at the DRC meeting,we have added the pavement markings on both the Site Plan and the PMS plan that delineate the division of the storage areas and circulation areas. 2. ROW/SW 381h&391h Streets-SW 22"d Terrace&Anglers Avenue-Ravenswood Road. Comment No.2.1: Show Base Building Line—BBL- Right of Way —ROW- lines and Property (PL) and Center(CL) Lines(PL)dimensions on civil/Site plan(s). Response: ROW lines,Center Lines and Property lines have been labeled on the Site plan and Civil Plans. Comment No. 2.2: Provide copies of approved permits from FDOT, City of Dania Beach, Broward County and others for driveway(s)connections(If applicable). Response: The driveway is existing and is not intended to be reconfigured. The only permit that would be applicable would have been the driveway connection permit issued by the City of Dania Beach when the property was first developed. Comment No. 2.3: Show sight distance analysis using FDOT index No.546 at SW 261hTerrace. Response: Sight distance lines using FDOT index 546 has been provided on the site plan as requested. Comment No. 2.4: Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to full lane width for 50'minimum length centered on the proposed cut. Response: There are no proposed road cuts within City ROW. Comment No. 2.5: Provide Maintenance of Traffic (MOT) Plan by a licensed Professional Engineer in the State of Florida(If applicable). Response: MOT will be provided at time of Building and Engineering permit submittal to the City of Dania Beach. Comment No. 2.6: In accordance with City Code of Ordinances in Article 415.SIDEWALKSAND SWALES, Owner is responsible for the construction of sidewalks/swales within the road ROW when buildings are constructed or substantially improved. CRPKNEN 1HOMPSON &ASSOCINTES INC Ms. Corinne Lajoie, AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 10 Response: Sidewalk has been added to the southern ROW and is shown on the Site Plan and Civil Plans. The sidewalk exists on the northern portion of the site and is intended to remain. Comment No. 2.7: Per Sec. 605-30(K). The Traffic Impact Study shall be prepared using the roadway level of service standards and trip generation rates.A traffic study shall be prepared in accordance with methods outlined in Transportation Impact Analysis for Site Development:An ITE Recommended Practice (RP-020D) published by the Institute of Transportation Engineers, 2010, the 2014 FDOT Transportation Site Impact Handbook;2013 FDOTQuality/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, such memorandum of agreement and the traffic impact study must be prepared by a Professional Engineer(PE) registered in the State of Florida, a Professional Transportation Planner(PTP)certified by the Institute of Transportation Engineers(ITE), or a Planner certified by the American Institute of Certified Planners(AICP). Response: The project generates less than fifty (50) peak hour trips. Therefore, a traffic statement is included with this submittal. A Traffic Impact Study is not required. 3. Survey: Comment No.3.1: Provide Type of Flood Zone-Base Flood Elevation on Notes. Response: See Note 14 on the survey for the Flood Zone—Base Flood Elevation. 4. Provide the following civil engineering drawings, signed and sealed by a Florida registered professional Civil Engineer: Comment No. 4.1: Paving, Grading and Drainage Plan(s), including the sizes and dimensions of all storm-water infrastructures. Please be advised that all storm drains shall be constructed with RCP piping in the City ROW. Provide Drainage Structures Tables. Response: Please see attached Paving,Grading and Drainage Plan(C-4). There is an existing on-site drainage system that is shown on the plan. Comment No.4.1.1: Provide drainage calculations and geotechnical information supporting the proposed drainage design. Response: There is an existing Broward County Stormwater Permit, SWM 2006-167-4. We will modify the existing permit and update the drainage report prior to final permitting.We will provide geotechnical as necessary for the design. Comment No.4.1.2: 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-year24-hour and 72-hour flood stage elevations. Response: There is an existing Broward County Stormwater Permit, SWM 2006-167-4. We will modify the existing permit and update the drainage report prior to final permitting. Permitted 25-year 3-day is 4.84' NAVD and 100-year 3-day is 5.43' NAVD. CRKNEN 1HOMPSON &ASSOCIATES INC. Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No, 18-0003-001-01 July 5, 2018 Page 11 Comment No. 4.1.3: 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. Response: We understand that we must contain the 25 year-3-day storm even with zero discharge to the ROW. There is an existing on-site drainage system that includes an outfall to the dry retention to the north and a dry retention area to the east. There is an existing Broward County Stormwater Permit, SWM 2006-167-4. We will modify the existing permit and update the drainage report prior to final permitting. Comment No. 4.1.4: Proposed grading and drainage plan shall be based on the storm-water management calculations. Identify minimum elevations from drainage calculations. Response: Please see sheet C-4 for minimum elevations. These will be provided after the analysis for permitting is complete. Comment No. 4.1.5: 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. Response: We will base the storm-water design between whichever is greater between 2.5 inches times the percent impervious or the first 1 inch of rainfall over the entire site. We will provide this calculation to you prior to permitting. Comment No. 4.1.6: Be advised that the applicantshall not be authorized to connect the on-site drainage system to those within the public ROW of FDOT, BCHCED, and/or the City. Provide authorization as appropriate from FDOT, BCHCED, and/or the City for the existing and proposed connections between the on-site drainage system and public ROW. Response: There are no plans to connect to drainages systems within the public ROW of FDOT, BCHCED and/or the City. Comment No. 4.1.7: Provide location of building roof drains, and their proposed connection(s)to the on- site drainage system (If Applicable). Response: Roof down spouts are labeled on sheet C-4. Runoff sheet flows towards catch basins which then lead to either the existing northern dry retention area or eastern dry retention area. Comment No.4.1.8: 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. Response: There is an existing Broward County Stormwater Permit, SWM 2006-167-4. We will modify the existing permit and update the drainage report prior to final permitting. CRKNEN 1HOMPSON&ASSOCIATES INC Ms. Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 12 Comment No. 4.1.9: Clarify if existing catch basin to remain is not additionally improved. Response: All existing catch basins are to remain. The rim elevation on the catch basin north of the building is to be adjusted to a lower rim elevation. Comment No. 4.1.10: Show how roof drainage is collected. Response: Roof down spouts are labeled on sheet C-4. Runoff sheet flows towards catch basins which then lead to either the existing northern pond or eastern dry retention area. Comment No. 4.2: Water and Sewer—Utilities- Plan, including any existing water main,force mains, gravity, mains, etc. (Show all material& pipe sizes on the plan). Please be advised that all water-main shall be constructed with DIP piping in the City ROW. Response: Please see attached Water and Sewer Plan (sheet C-3). Existing water and force mains are shown based on existing as-built information. There are no proposed water-main connections within the City ROW. Comment No. 4.2.1: Provide a proposed water and sewer—utilities—plan, indicating all water and sewer appurtenances including but not limited to point of connection to the existing system, cleanout, water meter, check valve, etc. Response: Please see attached Water and Sewer Plan (sheet C-3). Comment No.4,2.2: Provide utility piping conflict details plan, along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water service lines. Response: See sheet C-3 for conflict information between the proposed sewer lateral and existing storm drain. Comment No. 4.2.3: 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. Response: The proposed improvements will not alter the current flows or demands. Comment No. 4,2.4: Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Engineer. Response: Meeting will be requested. Comment No.4.2.5: Backflow preventers will not encroach on sidewalks(If applicable). Response: Acknowledged. Comment No. 4.2.6: Show also all existing and proposed utilities on the landscaping plans for potential conflicts. Response: All utilities are shown on the Landscaping Plans. CRPNEN 1HOMPSON&ASSOCINES INC Ms, Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 13 Comment No. 4.2.7. Clarify 1"Water Service is proposed and its connection. Response: The 1"service and its'connection are proposed to an existing on-site water main. Comment No.4.2.8: Clarify size of sewer lateral and clean out are proposed.Show also connection of Lift Station to FM. Response: The sewer lateral is labeled as a 6" PVC. We will provide lift station and force main connections once we receive as-built information from the County. 5. Pavement,Marking and Signage Plan: Comment No.5.1: Provide a Pavement, Marking and Signage Plan with details. Response: See attached Pavement Marking and Signage Plan(sheet C-5). Comment No.5.2: Add signage to the road marking plan. Identify dimensions of Proposed Monument sign. Response: Signs have been labeled on sheet C-5. Comment No.5.3: In Signage and marking plan,include the radii and all landscaping and pavement areas. Response: Radii and landscaping areas have been called out. Pavement areas are shown. 6. Erosion and Sediment Control Plan: Comment No.6.1: Erosion and Sediment Control Plan shall be reviewed for the drainage impacts to adjacent properties, surrounding ROW, storm-water facilities, and neighboring water bodies. Response: See attached Erosion Control Plan(sheet C-2). Comment No. 6.2: Provide silt fence applications, bales backed by fence, protection around inlets or similar structures,barrier for fill slope,barrier for paved and unpaved ditches details (As applicable). Response: Silt fence,inlet protection and turbidity barriers have been provided. Comment No, 6.3: Use recommended spacing for Type I and Type II Hay bale barriers, and type Ill silt fences,from chart FDOTstate drainage manual. Response: There are no proposed bale barriers. Comment No, 6.4: Provide detail of erosion protection to inlet/catch basin structures. Response: Detail has been provided. Comment No. 6.5: Provide detail,if Outdoor Display/Gravel Storage area is approved,of methodology of erosion control. Response: Gravel storage will be surrounded by curb and pavement for erosion control. Comment No. 7. Provide support data that this site meets the fire hydrant locations and distribution as per the National Fire Preventions Association (NFPA) Codes and Standards. Clearly show all existing and proposed fire hydrants and 500 foot radius of coverage CRMEN 1HOMPSON &ASSOCIKES INC, Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No, 18-0003-001-01 July 5,2018 Page 14 area. In addition,please note that afire hydrant shall be installed within 100 feet of the Fire Department Connection. Response: Hydrants are located within a 500-foot radius of coverage. We will verify the NFPA Code and Standards prior to permitting. Comment No. 8: 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. Response: ADA parking, access, sidewalks and ramps have been provided. See attached details on sheet C-6. Comment No. 9: Provide dedicated fire service connection (not combined with domestic water service connection,per the National Fire Preventions Association(NFPA)guidelines, for the proposed development. Response: Fire service connection has been provided on sheet C-3. Comment No, 10: Provide Fire Department conceptual approval. Response: Fire Department conceptual approval will be provided prior to scheduling for a public hearing. Comment No. 11 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. Response: Comment noted. Comment No. 12: Provide regulatory agencies'approval documentation(as applicable)as part of the final submittal (Broward County Surface Water License, Broward County Health Department Permit, etc.) Response: Requested documentation will be provided. Comment No. 13: Contractor shall provide, before issuance of C.O., to the Engineer and City of Dania Beach "a CD with As-Builts drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a registered surveyor. Response: Comment noted. FIRE MARSHAL'S OFFICE PLAN REVIEWER: RAUL COSME/PLANS EXAMINER TIER 1 COMMENTS Comment No. 1: Fire Department Access Information asfollows: -All turning radii(demonstrated) (Note on plans that the West side of the complex CRANIEN 1HOMPSON &ASSOCIATES INC Ms.Corinne Lajoie,AICP Planning and Zoning Manager CTA Project No. 18-0003-001-01 July 5,2018 Page 16 Detector Check Valves,etc. Response: We listed all existing Information based on available information at this time and are in the process of acquiring as-builts for the site. Comment No. 6: A detail sheet accompanying the Civil Plans with the following.details: a, Fire Hydrant Detail b. Bollard/Impact Protection Detail for Hydrants, FDC's&DDCV's C. Roadway Pavement Marker (RPM) Detail for Fire Hydrant Locations (Blue Reflective Markers) d. Post Indicating Valve Detail(where applicable) e. Underground Gate Valve Detail(where applicable) f. Backflow Preventor/ Double Detector Check Valve (DDCV) Detail (where applicable)that identifies the DDCV as being listed for Fire Use g. Signage Detail for the Fire Department Connections(where applicable) Response: A detail sheet will be provided prior to permitting and will include applicable details. Comment No. 7: Address Detail Response: Acknowledged. Comment No. 8: Minimum Radio Signal Strength for Fire Department Communications-See details on the next page. Response: We acknowledge and will work with the fire department to ensure that existing radio signal strength meets minimum requirements. We trust that these responses,together with the revised plan submittal,will allow this project to obtain DRC approval and to proceed to the Planning and Zoning Board. If you have any questions or further comments, please do not hesitate to contact me at (954) 739-6400 or by email at jhandley@craventhompson.com. Slnce7ely, CRAVED tHOMPSON&ASSOCIATES,INC. JOSEPH D:FF,'N LEY, P.L.A. Vice President)' resident, lanning and Landscape Architecture `-JPH/tg Enclosures CRMEN 1HOMPSON&ASSOCINTES INC. T BROWARD COUNTY F_4Planning Council July 11, 2018 Catherine A. Donn, Planner Craven Thompson &Associates, Inc. 3563 Northwest 53 Street I11 L is tG18 Fort Lauderdale, Florida 33309 141 Dear Ms. Donn: �-z Re: Platting requirements for all of Parcel "H," "Runway Lakes III," according to the Plat thereof, as recorded in Plat Book 156, Page 44, together with a portion of Parcel "A," "Isgette's Runway," according to the Plat thereof, as recorded in Plat Book 158, Page 18, together with Parcel"I,""Ravenswood 261h Avenue FLL Airport Plat(Plat 7),"according to the Plat thereof, as recorded in Plat Book 162, Page 9,together with a portion of Parcel "A," "DJP Airport West Plat,"according to the Plat thereof, as recorded in Plat Book 178, Page 69 of the Public Records of Broward County, Florida.This parcel is generally located on the west side of Southwest 26 Terrace, between Southwest 36 Street and Interstate 595, 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 not be required by Policy 2.13.1 of the Broward County Land Use Plan.Policy 2.13.1 would not require replatting of parcels included in plats approved by the Broward County Commission and recorded after June 4, 1953. Information from the Broward County Records, Taxes and Treasury Division indicates that the above referenced plats were recorded on August 26, 1994, May 1, 1995, December 3, 1996, and November 21, 2008, respectively. It Is recommended that you contact Broward County's Planning and Development Management Division at 954-357-6666,to inquire about whether additional County review,such as a plat note modification, may be required. Further, some jurisdictions may be more restrictive and require platting in more situations than the Broward County Land Use Plan. The City of Dania Beach's platting requirements should be investigated. 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. 115 South Andrews Avenue, Room 307 • Fort Lauderdale,Florida 33301 954.357.6695• Broword.org/PlanningCouncil Catherine A. Donn July 11,2018 Page Two If you have any additional questions regarding the Broward County Land Use Plan's platting requirements, please contact Kenneth Wenning, Planner, at your convenience. Respectfully, Barbara B6ke oy Executive Director BBB:KJW cc: Robert Baldwin, City Manager City of Dania Beach Marc LaFerrier,AICP, Director, Community Development Department City of Dania Beach I� PROPOSED HERCRENTALS FACILITY 3251 SW 26TH TERRACE, DANIA BEACH TRAFFIC IMPACT STATEMENT Introduction: The proposed HercRentals facility is to utilize the existing 48,150 SF building with no additional building proposed.The existing 1-story office building is to be demolished.The site will be reconfigured to provide the access and outdoor display. A 2-acre parcel immediately adjacent to the existing building site is also to be developed as outdoor display for the construction equipment which is to be rented and sold. TRIP GENERATION PER BROWARD COUNTY TRIPS RATE BY LAND USE (Effective 12/08/09) 48,150 SF General Industrial 0.72 Trips per 1,000 SF 34.67 P.M. Peak Hour TRIP GENERATION PER ITE 8TH EDITION 48,150 SF General Light Industrial (110) 0.97 Trips per 1,000 SF 46.71 P.M. Peak Hour Conclusion: The proposed HercRentals facility utilizing the existing 48,150 SF building, will generate less than 50 PM peak hour trips, therefore a traffic study is not required. ��yj:d a{Se4ti6f�� ii�lry � �) I:UtU a• P� FIleAl ., stric . G ey s Flarlda W2& e M v � q v 0,r�s�OPi9►t-y�®®e`��p�d °!°4dffl1349'�� Craven Thompson&Associates, Inc. Ehglneers-Planners-Surveyors 3563 NW 53rd Street, Fort Lauderdale,Florida 33309 Fax: (954)739-6409 Phone:(954)739-6400 Florida Licensed Engineering,Surveying& Mapping Business No.271 Florida Licensed Landscape Architecture Business No.C000114 OWNERSHIP / PLAT EXHIBI' 1s �� 17 7�wt411111111% ' ..A. Owner: Prime Realty Capital, LLC zy 504220500013 Parcel H, PB 156-44, BCR, Runway Lakes III Y sw rPs, tw A IM Owner: Prime Realty Capital, LLC L4504220500013 t ` Portion of Parcel A, PB 158-18, BCR, Isgette's Runway *� Owner: Prime Realty Capital, LLC 504220580010 Portion of Parcel A, PB 178-69, BCR, DJP Airport West Plat-, and Portion of Parcel A, PB 158- 18, BCR, Isgette's RunwayAL ' rr Owner: Prime Realty Capital LLC swacr 504220520090 Portion of Parcel I, PB 162-9, BCR, , Ravenswood 26th Ave. FLL Airport Plat June 4,2018 Flight Date Dec.ro rty h 311 r Broward County Property Appraiser �wY ��' 0 25 50 100 m cli L o 'L SITE BOUNDARY t � 1:2,000 LEGAL DESCRIPTION: ALL OF PARCEL "H", RUNWAY LAKES III,ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 156,AT PAGE 44, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, TOGETHER WITH A PORTION OF PARCEL "A", ISGETTE'S RUNWAY,ACCORDING TO THE PLAT THEREOF,RECORDED IN PLAT BOOK 158, PAGE 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA,AND BEING ALL MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL "H"; THENCE SOUTH 00054'58"EAST ON THE EAST LINE OF SAID PARCEL "H", AND ON THE MOST EASTERLY LINE OF SAID PARCEL "A",A DISTANCE OF 292.11 FEET;THENCE SOUTH 88043'35"WEST, ON THE SAID SOUTH LINE OF SAID PARCEL "A",A DISTANCE OF 187.58 FEET;THENCE SOUTH 89°29'20" WEST, ON THE SAID SOUTH LINE,A DISTANCE OF 716.4 FEET;THENCE NORTH 00°54'58" WEST,A DISTANCE OF 284.18 FEET; THENCE NORTH 88°49'41" EAST, ON THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID PARCEL "H",AND ON THE SAID NORTH LINE,A DISTANCE OF 903.96 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: A PORTION OF PARCEL "A" OF "DJP AIRPORT WEST PLAT",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 178,AT PAGE 69 OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL "A"; THENCE SOUTH 00053'44" EAST ALONG THE EAST LINE OF SAID PARCEL "A",A DISTANCE OF 199.57 FEET;THENCE SOUTH 88°30'15" WEST ALONG A SOUTHERLY BOUNDARY LINE OF SAID PARCEL "A", A DISTANCE OF 336.56 FEET; THENCE NORTH 00°53'44" WEST ALONG A LINE 336.54 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID PARCEL "A",A DISTANCE OF 202.66 FEET TO A POINT ON THE NORTH LINE OF SAID PARCEL "A"; THENCE NORTH 88°29'20" EAST ALONG THE NORTH LINE OF SAID PARCEL "A",A DISTANCE OF 133.97 FEET; THENCE NORTH 88°43'35" EAST ALONG THE NORTH LINE OF SAID PARCEL "A",A DISTANCE OF 202.58 FEET TO THE POINT OF BEGINNING. SAID LAND SITUATE, LYING AND BEING IN THE CITY OF DANIA,BROWARD COUNTY,FLORIDA. Lozandier, Daniel From: Burchill,Anne Marie <AnneMarie.Burchill@hercrentals.com> Sent: Friday,July 20, 2018 10:30 AM To: Lozandier, Daniel Cc: Joe Handley Subject: RE:DRC Comments(City of Dania Beach) Thank you Daniel. I have forwarded to our architects for review. Anne Marie Burchill Director Real Estate&Lease Administration Herc Rentals Inc. 127500 Riverview Center Blvd., Bonita Springs, FL 34134 P 239-301-1017 1 C 239-494-0572 annemarie.burchill(a)hercrentals.com I www.HercRentals.com ercRen tal TM From: Lozandier, Daniel<dlozandier@daniabeachfl.sov> Sent: Friday,July 20,2018 10:02 AM To: Burchill,Anne Marie<AnneMarie.Burchill@hercrentals.com> Subject: FW:DRC Comments(City of Dania Beach) From: Lozandier, Daniel Sent: Friday,July 20, 2018 9:51 AM To: 'mark.giosa@hercrentals.com' Cc: Lajoie, Corinne; Bryan, Muriel Subject: DRC Comments(City of Dania Beach) Good morning: Please see attached PDF Document in this email for Herc Rentals 2"d Review comments. As a reminder, we will be meeting Thursday July 26th at 10:30 AM in the NW Conference Room of the Dania Beach City Hall. Thanl<You Daniel Lozandier Planning Associate I City of Dania Beach dlozandier@daniabeachfl.gov I daniabeachfl.gov 16 100 W Dania Beach Blvd, I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6805 ext. 3793 1 Fax:954-922-2687 S-Ulf,UVEO.Witit. 1 850-617-6381 E: /2018 11: 14 ;21 AM PAGE 1/0 Fax Server June 1, 2018 FLORIDA DEPARTMENT OF STATE PRIME REALTY CAPITAL, LLC Division of Corporations 790 HILLBRATH DR LANTANA, FL 33462US Re: Document Number LOS000067482 The Articles of Merger for PRIME REALTY CAPITAL, LLC, the surviving Florida entity, were filed on May 31, 2Q18. This document was electronically received and filed under FAX audit number H18000166036. Should you have any questions regarding this matter, please feel free to telephone (850) 245-6050, the Amendment Filing Section. Irene Albritton Regulatory Specialist II Division of Corporations Letter Number: 618A00011399 Amount charged: 50 . 00 P.O BOX 6327—Tallahassee,Flonda 32314 f (H18000166036 3) Articles of Merger For Florida Limited Liability Company The following Articles of Merger is submitted to merge the following Florida Limited Liability Company(ies)in accordance with s. 605.1025,Florida Statutes. FIRST: The exact name,form/entity type,and jurisdiction for each merging party are as follows: Name Jurisdiction Form/Entity Type 26 Terrace LLC Florida limited liability company SECOND: The exact name,form/entity type,and jurisdiction of the surviving party are as follows: Name Jurisdiction Form/EntityType Prime Realty Capital,LLC Florida limited liability company THIRD: The merger was approved by each domestic merging entity that is a limited liability company in accordance with ss.605.1021-605.1026;by each other merging entity in accordance with the laws of its jurisdiction;and by each member of such limited liability company who as a result of the merger will have interest holder liability under s.605.1023(1)(b). (H18000166036 3) LO C H R I E 1401 EAST BROWARD BOULEVARD,SUITE 303 FORT LAUDERDALE,FLORIDA 33301 s DIRECT DIAL:954.779.1123 CHAKAS PA. EMAIL:NCHAKAS@LOCHRIELAW.COM MAIN PHONE:954.779.1119 FAX:954,779.1117 June 7, 2018 RE: HERC RENTALS 3251 SW 26TH TERRACE (the"Property") To Whom It May Concern: In accordance with Article 625 — Variances of the City Code of Ordinances, please find the following responses to Section 625-40 Variance Review Criteria. The requested variance is a variance from Section 265— 110 (K)which requires storage lots for vehicles, boats and equipment to be surfaced with asphalt or concrete. Specifically,this code provision provides: Section 265-110(K) (10 Storage lots for vehicles, boats and equipment. All open-air storage lots for vehicles, boats or trucks shall be surfaced with asphalt or concrete. The Applicant proposing to use the Property for sale and rental of equipment and machinery. Some of the equipment is of a size and weight that is more appropriately stored or parked on a gravel surface rather than asphalt/concrete. The drive access will be paved in conformance with the City Code.The variance is only for the southern two acres of the site where the Applicant is proposing to store/park the ProSolutions equipment,which is the larger earth moving equipment. Criteria No. 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; Response: Section 265-110(K) is located in ARTICLE 265 which is entitled "OFF-STREET PARKING REQUIREMENTS."The purpose and intent of this provision is cited in Section 265-10 and states: The requirements of this article are intended to ensure that a sufficient number of off-street parking spaces are provided to allow the necessary functions for loading,unloading and parking maneuvers to be carried out on private property, and completely off of the street right-of-way, unless otherwise specifically permitted. It is further intended that the design of off- street parking areas ensure safe and efficient traffic circulation, with consideration given to the surrounding street plan,pedestrian movements and safety. The area proposed to be gravel will not be used for required parking of customer vehicles,but rather will be used for the storage and display of heavy construction equipment/machinery which are more appropriately stored on gravel rather than concrete and/or asphalt. The circulation and loading areas will be surfaced with either asphalt or concrete, and the development plans will provide the required perimeter landscape strip with trees and hedge. Therefore the proposed variance will not have a detrimental affect on the stability and appearance of the City. INSTR # 112370845, OR BK 50884 PG 1064, Page 10 of 10 EXHIBIT "B" -CONTINUED PLEASE CHECK THE APPROPRIATE BOX OR BOXES. XExpiration of Finding of Adequacy for Plat. If a building permit for a principal building (excluding dry models, sales, and construction offices)and first inspection approval are not issued by June 10,2019, then the County's finding of adequacy shall expire and no additional building permits shall be issued for the amended uses until such time as Broward County makes a subsequent finding that the applicant satisfies the adequacy requirements set forth within the Broward County Land Development Code. The owner of the property shall be responsible for providing evidence to Broward County from the appropriate governmental entity, documenting compliance with this requirement within the above referenced time frame; and/or If construction of project water lines, sewer lines, drainage, and the rock base for internal roads have not been substantially completed by June 10, 2019, then the County's finding of adequacy shall expire and no additional building permits shall be issued until such time as Broward County shall make a subsequent finding that the applicant satisfies the adequacy requirements set forth within the Broward County Land Development Code. This requirement may be satisfied for a phase of the project, provided a phasing plan has been approved by Broward County. The owner of the property or the agent of the owner shall be responsible for providing evidence to Broward County from the appropriate governmental entity,documenting compliance with this requirement within the above referenced time frame. Air Navigation Hazards. Any structure within this Plat shall comply with Section IV D 1. f., Development Review Requirements of the Broward County Comprehensive Plan regarding hazards to air navigation. CAF#358 10 Rev. 10/28/09 INSTR # 112370845, OR BK 50984 PG 1062, Page 8 of 10 EXHIBIT "A" LEGAL DESCRIPTION Parcel A of the "DJP Airport West Plat," according to the Plat thereof as recorded in Plat Book 178, Page 69 of the Public Records of Broward County, Florida. CAF#358 8 Rev. 10/28/09 INSTR # 112370845, OR BK 50884 PG 1060, Page 6 of 10 MORTGAGEE-CORPORATION/PARTNERSHIP Mortgagee, being the holder of a mortgage relating to the parcel(s)described in Exhibit"A" hereby consents and joins in for the purpose of agreeing that its mortgage shall be subordinated to the foregoing Agreement. Witnesses: Ze9ior-s 03'1 a� lt6n.-•� b0-1 Name of Mortgagee(corporation/partnership)) 13, (Signature) (S' nature) Print name: He'low Print name: 9lc(%,c_rTk !�• (/cv-�w Title: S -A—'r Address: 10. (Signa G(l•Ctfa ITZ 6J coo b Print name:�IC�C /� 2'.7 day of 204 ACKNOWLEDGMENT - CORPORATION/PARTNERSHIP STATE OF /L_ ) ) SS. COUNTY OF e�OOK ) The foregoing instrument was acknowled ed before me this 27 day of 20/y, by WMW 6.z lrti , as SVP7— of Kzsfim S kj c&K ,a corporation/partnership, on behalf of the corporation/partnership. He or she is: 09 personally known to me, or produced identification. Type of identification produced Mt.vlUt NOTARY PUBLIC: OFFICIAL SEAL Notaq Publb-State or IAlnole M CommY�bn tea (Seal) Mt=�91a :1 My commission expires: �a6�6 Print name: (Us V CAF#358 6 Rev. 10/28/09 INSTR # 112370845, OR BK 5n884 PG 1058, Page 4 of 10 IN WITNESS WHEREOF,the parties have made and executed this Agreement on the respective dates under each signature: BROWARD COUNTY through its BOARD OF COUNTY COMMISSIONERS, signing by and through its Mayer Vice Mayor, authgrized to execute same by Board action on the ID day of _,�(11�e , 20 1 , and DEVELOPER, signing by and through its ,duly authorized to execute same. COUNTY ATTE BROWARD COUNTY, through its al BOARD OF COUNTY COMMISSIONERS 'kP(CbuKty Adminis r, as Ex- Officio Clerk of the Board of By County Commissioners of MWor Broward County, Florida O day of , 201 Approved as to form by ,%g1l111tollf, Office of County Attorney G 0M ly�s.,,� Broward County, Florida ;��'�,.• cS�' Government Center, Suite 423 r J : �,�� • O . 115 South Andrews Avenue O :w ATEb = Fort Lauderdale, Florida 33301 v :o GGT1711 I st a Telephone: (954) 357-7600 `�i5 ME (04 Telecopi : 54) -6968 o. �/ OCOUN 10; . 1llNlt y AA Assi ant County Attorney John E.Neeledo III l� day of A e , 201 CAF#358 4 Rev. 10/28/09 INSTR # 112370845, OR BK 50884 PG 1056, Page 2 of 10 NOW,THEREFORE, in consideration of the mutual terms,conditions and promises hereinafter set forth, the COUNTY and DEVELOPER agree as follows: 1. The above recitals and representations are true and correct and are incorporated herein. 2. COUNTY and DEVELOPER hereby agree that the notation shown on the face of the PLAT is hereby amended as set forth within Exhibit"B." 3. In the event that all the owners and/or mortgagees of property within the PLAT being amended are not parties to this Agreement, DEVELOPER hereby agrees to indemnify, defend, and hold BROWARD COUNTY harmless from any claims or causes of action brought by owners and/or mortgagees of property within the PLAT as a result of this Agreement for Amendment of Notation on the Plat. This indemnification obligation shall run with the land and bind DEVELOPER's successors and assigns. 4. NOTICE. Whenever any of the parties desire to give notice to the other, such notice must be in writing,sent by U.S. Mail, postage prepaid,addressed to the party for whom it is intended at the place last specified;the place for giving of notice shall remain such until it is changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for giving notice: For the COUNTY: Director, Broward County Development and Environmental Regulation Division 115 South Andrews Avenue, Room A240 Fort Lauderdale, FL 33301 For the DEVELOPER: Bridge Marina Mile, LLC Southern Waste Systems, Ltd. 201 S. Biscayne Blvd #2601 2380 College Avenue Miami, FL 33131 Davie, FL 33317-7190 c/o Kevin D. Carroll c% Charles Gusmano 5. RECORDATION. This Agreement shall be recorded in the Public Records of Broward County, Florida, at the DEVELOPER's expense. The benefits and obligations contained in this Agreement shall inure to grantees, successors, heirs, and assigns who have an interest in the PLAT. 6. VENUE, CHOICE OF LAW. Any controversies or legal issues arising out of this Agreement and any action involving the enforcement or interpretation of any rights hereunder shall be submitted to the jurisdiction of the State Courts of the CAF#358 2 Rev. 10/28/09 CF'N # 108263356, OR BK, 4S023 PG 327, Page 19 of 19 EMMIT C SHEET 3 OF 3 I _ DESCRIPTION : (PROPOSED NON—VEHICULAR ACCESS LINE) I 1 1 TWO (2) LINES LYING WITHIN PARCEL'A" OF -ISGETTE'S RUNWAY, I I ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 158. PAGE 18 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA„ SAID 1 1 LINES BEING DESCRIBED AS FOLLOWS: I p h COMMENCE AT THE NORTHWEST CORNER OF PARCEL 'A" OF SAID II NGRESS—EGRESS 'ISGETTE'S RUNWAY'; THENCE ALONG THE NORTH BOUNDARY OF SAID EASEMENT, 63. PARCEL'A', NORTH 89'19'57' EAST 7.00 FEET TO POINT OF BEGINNING 1-595 II 1 O.R.B.8. B.C.R. v u NO. 1; THENCE SOUTH OC'58'17' EAST 350.00 FEET; THENCE NORTH I+Y 1 PG. 568, B.C. ry <v(�• 2 ryO 89'19'57* EAST 3.00 FEET; THENCE SOUTH 00'58'17' EAST 40.00 FEET; �O THENCE SOUTH 89'19'57' WEST 2.96 FEET; THENCE SOUTH 02.43'30" EAST SOUTH R ' V V�^O 10.04 FEET; THENCE NORTH 89'29'19" EAST 112.00 FEET TO POINT OF R1CL A AIR P.O.T. TERMINATION #1; RIH S PER SECTION MM, I TOGETHER WITH THE FOLLOWING DESCRIBED LINE; 8Bpg5� P�9 Q OJ Qy ' COMMENCE AT THE AFORESAID POINT OF TERMINATION I1; 2402 I eZc THENCE SOUTH 02'43'48" EAST 100.08 FEET TO THE POINT OF BEGINNING LANDSCAPE& /2; THENCE SOUTH 89'29'19" WEST 100.00 FEET; THENCE SOUTH RETENTION AREA 02'43'30" EAST 47.20 FEET; THENCE SOUTH 02'4443" EAST 1.03 FEET TO A POINT ON A 2729.00 FOOT RADIUS NON—TANGENT CURVE CONCAVE TO I i� NORTH LINE S.K,N.E. THE WEST WHOSE RADIUS POINT BEARS SOUTH 8715'19" WEST; THENCE S.W.A OF SECTION SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0228'40" •asc 20-50-42 AN ARC DISTANCE OF 118.01 FEET TO THE POINT OF NON—TANGENCY; ! THENCE SOUTH 06'46'17" WEST 0.13 FEET TO THE POINT OF TERMINATION #2, LYING ON THE SOUTH LINE OF SAID PARCEL'A'. P.O.C. _ ______ _ SAID LINES NW CORNER p NORTH LINE PARCEL BROWARD COUNTY, F'1LYING pRN RAND BEING IN THE CITY OF DANIA BEACH, PARCEL. ISGETrE,"5' I ii j0j ci A•OF•ISCETiE'S RUNWAY I�mr' �+ m RUNWAY P.B.IA PG.1 B, Ir x ei B.C.R. NO^ N ci • I u z -�=. QF10 11 x of V.y aw � 4 j 7,00' yQ 10'V.E. VTR, < P.B.158 A PG.18,b.C.R. + m SSA1�VLOND < a �-s wCa l In j <V6 N a (Az1i 36�R o ¢ =F $ S89-19'57`w _ C. 2.96' S02'43'30'E NV AL u: 10,04' z P.O.T.111 LOCATION ai S.W.36th STREET ig I i N89'29'19'E ero w>o,toms..psaaa ,s.easnusr Ig 112.00' N� LOCAT�x Q o.z P.O.B.IFt am I S89'29'19"w w u�i w u I S0243'30'100.00' 00 m TO RAIDS POINT ((j I 47.20 S0244'03"E In Orl O O '— o m p p I 1.03PROPOSED 2:•i of co a'0 —.—_ TURN LANE — N N 11 1 SOUTH LINE PARCEL 'A'OF'ISGETTE'S Q — _ r S06'46'17"W 1}K; 0.13' SOUTH UNE N.E.Y..S.W.Ya OF w SEC7)ON 20-50-42 0�1 z-b P.O.T.p2 coo o C3 1 F PGA Ol M' S89'19'57"W I I PGQ�C� 2.96' I NN LEGEND. SEE SHEET 2 OF 3 S02'43'30"E e =Delta 10.04'NB9'49'19'E R = Radius L = Length 112.00' P.03—Palm Of Beginning P.O.T. =Point Of Terminotlon B.C.R. Broward County Records DETAIL O.C.R. =Code County Records xTs O.R.B.=Of9c1Y1 Records Book GRAPHIC SCALE P.B. =Plot Book 0 50 100 200 P0. PC �`� CL =Gen toine -{—I--I—=Non—Vehiculor Access Line MILLER LEGG IN FEET) 1 INCH= 100 FEET South Florida Offloe:1800 North Douglas Road SUIIB 200 Pembroke Pines,Florida•390243200 o.vnmHs �uNahalbr LS eeeo THIS SKETCH DOES NOT REPRESENT A BOUNDARY SURVEY Pines, 954-436-7000•Fax:954.43&8664 mo.scr..o. nseo. WWW.millo(lKg.com Shcz CH!D&.S(WWON 04-002 `3 a YI, orft 0 •/wu "0 u, v a ,m, CFN N 108263356, OR BK 45823 PG 325, Page 17 of 19 EXHIBIT 'C' SHEET 1 OF 3 DESCRIPTION : (PROPOSED NON—VEHICULAR ACCESS LINE) A PORTION OF THE EAST RIGHT—OF—WAY LINE OF S.W. 30th AVENUE AS SHOWN ON "PORT 95 COMMERCE PARK", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 144, PAGE 2 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, TOGETHER WITH A LINE LYING WITHIN PARCEL K OF SAID PLAT, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF PARCEL K OF SAID PLAT; THENCE ALONG THE NORTH LINE OF SAID PARCEL K, NORTH 89'38'51" EAST 20.02 FEET; THENCE ALONG THE EAST RIGHT—OF—WAY LINE OF SOUTHWEST 30TH AVENUE AS SHOWN ON SAID PLAT, NORTH 02'43'26" WEST 280.77 FEET; THENCE ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF THE LANDSCAPE AND RETENTION AREA AS SHOWN ON SAID PLAT, NORTH 89'34'05"EAST 2.25 FEET TO A POINT ON THE ARC OF A 22623.00 FOOT RADIUS NON—TANGENT CURVE CONCAVE TO THE EAST WHOSE RADIUS POINT BEARS SOUTH 86'32'38' EAST; THENCE NORTHERLY ALONG SAID CURVE, BEING CONCENTRIC WITH AND 47 FEET EAST OF THE CENTERLINE OF SOUTHWEST 30TH AVENUE, THROUGH A CENTRAL ANGLE OF 02'25'02" AN ARC DISTANCE OF 110.67 FEET TO A POINT ON THE ARC OF A 2717.00 FOOT RADIUS NON—TANGENT CURVE CONCAVE TO THE WEST WHOSE RADIUS POINT BEARS NORTH 807'36" WEST; THENCE NORTHERLY ALONG SAID CURVE,BEING CONCENTRIC WITH AND 47 FEET EAST OF THE CENTERLINE OF SOUTHWEST 30TH AVENUE, THROUGH A CENTRAL ANGLE OF 0339'10" AN ARC DISTANCE OF 173.22 FEET; THENCE NORTH 06'46'17" EAST 118.69 FEET TO THE SOUTH LINE OF PARCEL "A" OF "ISGETTE'S RUNWAY", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 158, PG. 18 OF THE PUBLIC RECORDS OF SAID 13ROWARD COUNTY, AND THE POINT OF TERMINATION. SAID LINE SITUATE, LUNG AND BEING IN BROWARD COUNTY, FLORIDA. NOTE: SEE SHEET 2 OF 3 FOR SKETCH. S�A�6 ROpD w z W Q LEGEND: NVAL A -Delta LOCATION 3 R -Radius ' S.W.36th STREET L Length P.O.C. Point Of Commencement P.O.B Point Of Beghnlnqq P.O.T. Point Of Terrnlnol[on SECTION 20 ,TOWNSHIP ea SOM ,RANGE 42 EAST B.C.R. Broward County Record■ D.C.R.-Dads County Records LOCATION MAP O.R.B. Official Record■Book —fir S.DR.h U.E-Sidewalk Drainage.Retention h Utility Easement LE. -Landscape Easement P.B. Plot Book PG. Page CL Cenledlne 1f-Non Vehlculor Access Line(Per Plot) CALL-CALCULATED S NOT SKETCH AND DESCRIPTION REPRESENTT A BOU CH NDARY SURVEY CERTIFIED TO: I NOOY GUM TUT M alai I10171 M WWII TEMSOAL 1TANONMe U W FOWN w W nn1 'i"a O slue""mmme1 Nei IIAPPM N atAP=e101T-e, MARINA MILE PARK OF COMMERCE,LLC "a'DA STAIUMAT`a°°`P1eN""'a`a"°"'��' FLOWA STATaf TR "Tan Tel sw CLAY oP MAY 'ma Aa I OR UAPPE M I L L E R L E G G STATE OF ROMA Wars 7m Na W37 e_N—as ill tYT Px xor vAAat.Tla,f 1e:.PMWK AM W aleauL sArsm VA or umlem Na rNrv1 REVISIONS South BoWa OfSoe:IWO North Dom W P.W•Suns zo otw rT 'AumasoATa lwseo Pertamse Pines.Fbdit•3M4 m SS4438-70DO•Fac 15443&eW —,- DRAWN rw. DRAWN BY: ,UL CHECKED BY: KAL ww"mgelMwxom 1 04-00273 11—IC-072 NV'M� a.-aaue-law.ue.r.t a a,,,,.r,. VrngwotPnanaa>m Parma Nw1L.wlzao Me"10M 2:es.BY►on."n. 1 7- CFN # 108263356, OR BK 45823 PG 323, Page 15 of 19 SHEET 2 OF 3 I { I SOU-,"- LINE PARCEL OF'ISGETTE'S WAY(P.B.15B, 1BB.C.R_) SEE SHEET 3 OF 3 - ---- F- L SOUTH LINE N.E.& O S.W.A OF SECTION a I 20-50-42 IN CV to I I� R=2710.00' � -r 4=08'3T05" 00 L=407.62' O LANDSCAPE$ ETENTION AREA +I II P3.144.PG.2,B.C.R. I � i N64'07 35•W TO RALDIUS W POINT N p LANDSCAPE h iv RETENTION AREA r- P,9.144,PO.2.B.C.R. C4 O Z W ' Z 7K �I <ti fs G4' g u o PGQ. m ?ml N 1 a �- i0 zo. Aai¢ N MM NORTH LINE S.Y, N N S.E.Y,S.W.Y4 OF 00lVO Z SECTION 20-50-42 2D'DRAINAGE 000N EASEMENT P.B.144,PO.2, B.C.R. _ — P.O.B. — — NW CORNER ——— PARCEL'K' II rr PORT P5 +I W 0d COMMERCE PARK' I �4 E P.B.144, I'U a 6 P0.2,B.C.R. I Na QI I Jm ACCESS II I I BS1E V T II P0.2.B.C.R. II Y I II tr III 0ll _� Y K m GRAPHIC SCALE II II w 0 50 100 200 ii c 0 d 0 f II o 1 INCH _F m 100)FEET i I I 0 a I I SEE SHEET 1 OF 3 FOR DESCRIPTION. ``` SOUTH LINE S.E. M f L L E R L E G G S.W. SECTION 20-50-42 South Florida Office:16DO Noah Douglas Road•Su9e 200 c�unmu er <u�L0.ewa S'W 3f7HISr DOES NOT REPRESENT A BOUNDARY SURVEY Pembroke Pines,Florida-33024-32D0 SKETDi 934.436-7DDO•Fax:954.436.8664 "xacn na nc w. www.mlllerlegg.com ,SL�,71C84tD TION 04-00273 11-Z-072 ..fir,. CFN # 108263356, OR BK 45823 PG 321, Page 13 of 19 EXHIBIT A-3 LEGAL DESCRIPTION (PANTROPIC POWER) A PORTION OF PARCEL"A"OF"ISGETTE'S RUNWAY",AS RECORDED IN PLAT BOOK 158,PAGE 18 OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA,SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SAID PARCEL"A";THENCE ALONG THE NORTH LINE OF SAID PARCEL"A",NORTH 89"20'00"EAST 772.87 FEET;THENCE SOUTH 01"55'03"EAST 381.80 FEET;THENCE SOUTH 88°49'41"WEST 220.24 FEET;THENCE SOUTH 00"54'58"EAST 67.09 FEET;THENCE SOUTH 89"29'20"WEST 557.01 FEET TO THE WEST LINE OF SAID PARCEL"A";THENCE ALONG SAID WEST LINE,NORTH 02°43'28"WEST 61.15 FEET;THENCE CONTINUE ALONG SAID WEST LINE, NORTH 00*58'15"WEST 388.12 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE,LYING AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY,FLORIDA AND CONTAINING 334,531 SQUARE FEET (7.680 ACRES)MORE OR LESS. CFN # 108263356, OR BK 45823 PG 319, Page 11 of 19 SAID SOUTHEAST ONE-QUARTER(SE114);THENCE ALONG THE NORTH LINE OF THE SOUTHWEST ONE-QUARTER(SW1/4)OF THE SOUTHEAST ONE-QUARTER(SE1/4)OF SAID SECTION 20,ALSO BEING THE SOUTH LINE OF PARCEL A OF"ISGETTE'S RUNWAY"AS RECORDED IN PLAT BOOK 158, PAGE 18 BROWARD COUNTY RECORDS,NORTH 88"43'35" EAST 202.52 FEET;THENCE ALONG THE WEST RIGHT-OF-WAY LINE OF TRAM ROAD AS DESCRIBED IN DEED BOOK 47,PAGE 32 BROWARD COUNTY RECORDS,SOUTH 00°54'58"EAST 199.22 FEET TO THE NORTHEAST CORNER OF PARCEL I OF"RAVENSWOOD 26T"AVE.FLL AIRPORT PLAT(PLAT 7)"AS RECORDED IN PLAT BOOK 162,PAGE 9 BROWARD COUNTY RECORDS;THENCE ALONG THE NORTH LINE OF SAID PARCEL I,SOUTH 88"30'15"WEST 199.00 FEET TO THE NORTHWEST CORNER OF SAID PARCEL I;THENCE ALONG THE WEST LINE OF SAID PARCEL I,SOUTH 17°35'30"WEST 274,97 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL I;THENCE ALONG THE SOUTH LINE OF SAID PARCEL I,NORTH 88°30'15"EAST 286.37 FEET TO THE SOUTHEAST CORNER OF SA►D PARCEL I;THENCE ALONG THE WEST RIGHT-OF TRAM ROAD AS DESCRIBED IN DEED BOOK 573, PAGE 112 BROWARD COUNTY RECORDS,SOUTH 00°53'43"EAST 125.00 FEET TO A LINE BEING PARALLEL WITH AND 100 FEET NORTH OF THE NORTH LINE OF THE SOUTHWEST ONE-QUARTER(SW1/4)OF THE SOUTHWEST ONE- QUARTER(SW1/4)OF THE SOUTHEAST ONE-QUARTER (SE1/4)OF SAID SECTION 20,SAID LINE ALSO BEING THE NORTH LINE OF PARCEL H OF SAID"RAVENSWOOD 26T"AVE.FLL AIRPORT PLAT(PLAT 7)";THENCE ALONG SAID NORTH LINE SOUTH 88*30'15"WEST 192.37 FEET TO AN ANGLE POINT IN SAID LINE;THENCE CONTINUING ALONG THE NORTH LINE OF SAID PARCEL H, BEING A PARALLEL WITH AND 100 FEET NORTH OF THE NORTH LINE OF THE SOUTHEAST ONE-QUARTER(SE1/4)OF THE SOUTHEAST ONE-QUARTER(SE1/4)OF THE SOUTHWEST ONE-QUARTER (SW1/4)OF SAID SECTION 20,SOUTH 89-4110"WEST 105.92 FEET; THENCE NORTH 00*48'11"WEST 110.51 FEET;THENCE ALONG THE NORTH BOUNDARY OF SAID PARCEL H,NORTH 76'15'15"WEST 293.77 FEET;THENCE CONTINUE ALONG SAID NORTH BOUNDARY,SOUTH 89°36'37"WEST 874.50 FEET TO THE EAST LINE OF A LANDSCAPE& RETENTION AREA AS SHOWN ON"PORT 95 COMMERCE PARK"AS RECORDED IN PLAT BOOK 144,PAGE 2 BROWARD COUNTY RECORDS; THENCE ALONG SAID EAST LINE,NORTH 02°43'28"WEST 400.17 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE,LYING AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA, CFN # 108263356, OR BK 45823 PG 317, Page 9 of 19 MORTGAGE E-CORPORATION/PARTNERSHI P Mortgagee, being the holder of a mortgage relating to the parcel(s)described in Exhibit"A" hereby consents and joins in for the purpose of agreeing that its mortgage shall be subordinated to the foregoing Agreement. Witnesses: �t(tl, Amz- S fn SUN AMERICAN BANK (SSig ature) Printname: JIOc. Mo"eWSgN M1�.elhut, Q B�c,Mt. (S nature) Print name: Michael J. Byrne (Signal r Print address:3475 Sheridan Street Hollywood. Florida 33021 Printname: JeAu-MA-t Ax1A-E _dayof #0606t 2009 STATE OF Florida ) )SS. COUNTY OF Broward ) The foregoing instrument was acknowledged before me this 18 day of Auqust, 2008, by Michael J.Byrne, as Vice President of Sun American Bank a Florida corporation corporation/partnership,on behalf of the corporation/partnership. He or she is:[X]personally known to me,or_[]produced Identification. A SoCp��ii� NOTARY PUBLIC: J� V �D J ;•�11M�8SION (Seal) �Zo^•. �3/123 •*Z �1�PL /L6�fH.IK.tJ My com'rs'pi �� lav, 17.2011 (Signature) crsiuii�� Print Name: Linda Socolow 9 FTL.DOCS 5287066 5 CF'N # 108263356, OR BK 45823 PG 315, Page 7 of 19 i Witnesses: ALANDCO,INC..AND PORT 95 COMMERCE PARC ASSOCIATION INC. Name ZDeveloper(corporation/partnership) IN f UU11L(�yQ I I �kG By(Signature) ' A"(Signature Print name �tID Print name: f Title: Wei 1 Address: �rD— ),J',)zrke yo (Sgnature) —T (�z� �— +FL e� bomh c.Patterson Print name: day of J> 200 I ' I ATTEST corporation): .., (CORPORATE SgQL:).. (Secretary Signature) Print Name of Secretary: STATE OF F ORID f COUNTY OF AR@Wh4R9) The foregoing Instrume was acknowjJg�d d b fore mgg this Q'0� day of 20eby 5(DtrJ d as of Alandco,Inc.,a Florida corporation ersonally known to me,or [)produced Identification.Type of Identification produced I I NOTARY PUBLIC: �1 (Seal) am rnannf Flodda1,,,011 83B40MICi W@ M.Kahme 1011 Print name: My commission expires: FILDOCS 5287066 1 7 CFN # 108263356, OR BK 45823 PG 313, Page 5 of 19 IN WITNESS WHEREOF,the parties have made and executed this Agreement on the respective dales under each signature;BROWARD COUNTY through its BOARD OF COUNTY COMMISSIONERS,signing by and through its Mayor or Vice Mayor,authorized to execute same by Board action on the Z^a day f h44LU 20D7 and DEVELOPER,signing by and through its duly authorized to execute same. .e. COUNTY x � BROWAR C UNTY,t u Its BOARD ATTEST: ' OF COU TY OMMIS N S By. � o /t Mayor 4 County Administ t and �'.�<<. � � — �Officio Clerk ofth� and " >0 day of_ / "`- 20 D f County Commission `s of Broward Count Flori �"�'~ Y� Approved as to form by Office of County Attorney Broward County, a. Florida Governmental Center, Suite 423 115 South Andrews Avenue Fort Lauderdale, Florida 33301 Telephone:(954)357- 7600 Telecopier:(954)357-6968 By ^' Assistant County Attorney Y o day of_q yB nt 20Df/ FrLDOCS 5287066 1 5 CFN # 108263356, OR BK 45823 PG 311, Page 3 of 19 remain such until it Is changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for giving notice: For the COUNTY: Director of the Broward County Highway Construction and Engineering Division 1 North University Drive,Suite 300B Plantation,FL 33324-2038 For the DEVELOPER: Marina Mile Park of Commerce,LLC 814 South Military Trail,Bldg.6 Deerfield Beach, FL 33442 7 VENUE: CHOICE OF LAW. Any controversies or legal issues arising out of this Agreement and any action involving the enforcement or interpretation of any rights hereunder shall be submitted to the jurisdiction of the State Courts of the Seventeenth Judicial Circuit of Broward County, Florida, the venue sitis,and shall be governed by the laws of the State of Florida. 8, CHANGES TO FORM AGREEMENT. DEVELOPER represents and warrants that there have been no amendments or revisions whatsoever to the form Agreement without the prior written consent of the County Attorney=s Office. Any unapproved changes shall be deemed a default of this Agreement and of no legal effect. 9. CAPTIONS AND PARAGRAPH HEADINGS. Captions and paragraph headings contained in this Agreement are for convenience and reference only and in no way define,describe, extend or limit the scope or intent of this Agreement, nor the intent of any provisions hereof. 1D. NO WAIVER. No waiver of any provision of this Agreement shall be effective unless it is in writing,signed by the party against whom it is asserted, and any such written 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. 11. EXHIBITS. All Exhibits attached hereto contain additional terms of this Agreement and are Incorporated herein by reference. Typewritten or handwritten provisions inserted in this Agreement or attached hereto shall control all printed provisions in conflict therewith. FTLDOCS 52870661 3 CFN # 108263356, OR SK 45823 Page 309, Page 1 of 19, Recorded 11/20/2008 at 03:18 PM, Broward Cour Commission, Deputy Clerk 1921 A M?LA Return recorded to: Broward County Engineering Division 1 North University Drive,Suite 300B Plantation,FL 33324-2038 Document prepared by: Anitra D.Lanczi,Esq. Shutts&Bowen LLP 2D0 East Broward Boulevard,Suite 2100 Fort Lauderdale,FL 33301 NOTICE: PURCHASERS, GRANTEES, HEIRS, SUCCESSORS AND ASSIGNS OF ANY INTEREST IN THE PROPERTY SET FORTH ON EXHIBIT "A"ARE HEREBY PUT ON NOTICE OF THE OBLIGATIONS SET FORTH WITHIN THIS AGREEMENT WHICH SHALL RUN WITH THE PROPERTY UNTIL FULLY PERFORMED. AMENDMENT TO NONVEHICULAR ACCESS LINES This is an Agreement, made and entered into by and between: BROWARD COUNTY, a political subdivision of the state of Florida, hereinafter referred to as "COUNTY," Alandco, Inc., Port 95 Commerce Park Association, Inc., and Pantropic Power, Inc. AND Marina Mile Park of Commerce, LLC its successors and assigns, hereinafter referred to as"DEVELOPER." WHEREAS, Marina Mile Park of Commerce, LLC the holds fee simple title to the property described in Exhibit "A-1", and Alandco, Inc., and Port 95 Commerce Park Association, Inc., hold fee simple title to the property described in Exhibit "A-2", and Pantropic holds fee simple title to the property described in Exhibit"A-3", attached hereto and made a part hereof,hereinafter referred to as"Property";and WHEREAS,vehicular access to said Property is restricted by virtue of that certain Nonvehicular Access Line which is reflected on the Port 95 Commerce Park Plat No-/Clerk's File No. 019-UP-88, and Isgette Runway Plat No./Clerk's File No. 060-MP-93, hereinafter collectively referred to as the"PLAT". WHEREAS, a description of the platted area, including the Nonvehicular Access Line, is attached hereto as Exhibit"B"and made a part hereof, and WHEREAS,the DEVELOPER desires to modify vehicular access to said Property at locations over and across the existing Nonvehicular Access Line;and � / A,,proved 6i;C ) Z Submitted By I FrLDOCS 52970665 r,,LTURN TO DACUA417IfVT G ITnCI; CFN # 108147932, OR BK 45688 PG 636, Page 14 of 15 SHEET 2 OF J NCH 131T A THENCE NORTH 18'46'44" WEST 49.89 FEET TO A POINT OF CURVATURE OF A 110.00 FOOT RADIUS CURVE CONCAVE TO THE EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'46'44' AN ARC DISTANCE OF 36.05 FEET TO A POINT OF TANGENCY; THENCE NORTH 10.63 FEET TO A POINT OF CURVATURE OF A 60.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6435'47" AN ARC DISTANCE OF 67.65 FEET TO THE POINT OF BEGINNING #3. TOGETHER WITH ANOTHER PORTION OF PARCEL 'A". "ISGETTE'S RUNWAY", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 158, PAGE 18 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID PARCEL "A", SAID POINT BEING POINT OF COMMENCMENT #2; THENCE ALONG THE NORTH LINE OF SAID PARCEL 'A", NORTH 8919'57" EAST 7.00 FEET; THENCE ALONG A LINE PARALLEL WITH AND 7.00 FEET.EAST OF THE WEST LINE OF SAID PARCEL "A", SOUTH 00'58'17" EAST 388.82 FEET; THENCE ALONG SAID PARALLEL LINE, SOUTH 02'43'3D" EAST 10.23 FEET; THENCE NORTH 8716'30" EAST 12.00 FEET TO POINT OF BEGINNING #4; THENCE CONTINUE NORTH 87'16'30" EAST 524.87 FEET; THENCE SOUTH 00'54'58" EAST 100.05 FEET; THENCE SOUTH 87'16'30" WEST 521,71 FEET; THENCE ALONG A LINE PARALLEL WITH AND 19.00 FEET EAST OF SAID WEST LINE OF PARCEL 'A", NORTH 02'43'30" WEST 100.00 FEET TO THE POINT OF BEGINNING #4. ALL THE ABOVE SAID LANDS SITUATE, LYING, AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA. SEE SHEET 3 OF 3 FOR SKETCH MILLEVe LEGG San Fbm.Otr lro0Wm 6equfw•a.- c"r-ls of AuOwiwtkO LB.6660 0aS 9MY04 GOES NOT RMW-IXHf A 60WNGMY WR%EY P.m Pr N1Y•J1l�J?00 16""..-d' W w— SWIM 4 BxgtzuwoN 06-00329 4 .IWwA 11tt rw�K lMIRO"G�wo a es INOOY CFN H 108147932, OR BK 45688 PG 634, Page 12 of 15 SHEET 2 OF 2 tEmIB i-5S 5 R -RM.. L - PZI ebinl P.O.B-Ppn Of 8enp .pU P.O.R O el C..ly R m. B.CR.-D o C Caner Rernpp O.CA..Op4<Caney fidd.Bm < P. -O t 11.R�mr<!epW S.W 36N S 1 P.B. �Rpl Beak tp NN CORNER P4 FARM'A' R/W Rlght-0l 1E -My LOCASMN SEC._S«lim '15rTE'S �(- C<nl<AN< RUNWAY .Hen Vdtla.ler Aetm L'n<(Pe Rol) PB.,M* PGAR.e.CR , IVU) SECITON 20.TOYMSHIP 50 SOUTH, RANGE 42 EAST Ti<['�TION AP NOT TO SCALE I I PARCEL "A" — —————— PR� — I "ISGETTE'S NOR� ��NW 20'E I RUNWAY" JC=tDO-4ER °—— -------- (P.B. 158 sUAU, PG 18 PEA(O.C.RS.Pate..,- f b R-2722.W11a02-M40' M URE 10'U-11k \ I L�1(&01• PAAC0.'A' EASOIENTNORTHWESi N06'46'17"E 151iT1EY RwWAr PER(P.alyy, \ Y Y -4.SEcnaN I ---- PQ.te ILCJL)1 \ 20-�0-42 ---a-r--------- ------- ----- --- --- ---------------• • N011M LME- S69'2Y'2G M--- Saar 10 NB9��Q•E N69 g•E SE 1g.S.W.1/4 SEC 244 RW.50 S.RCE.42 E PAC Sd1THnEsi[rnnol PARCEL'A 'lSGETTE'S RUNWAY J_bt1 � x ,Fe kdJ GRAPHIC SCALE q 0 SO l00 200 }'�"• S. OF THE Sc/a0F TTK i " a S.W.1/4 0f SE (36 IN F71� Itq FEET 40' SEE SHEET 1 OF 2 FOR DESMPT10N MILLER -�' LEGG SaA RCM<Olba Ie001<YptO.3304- Su1M 100 ms v2tW ttra IMfTMx901rARpANMr 9w.(r Penl-,3 Plle,F.M<•3DOp4<1700 9S4.tl6Tppp•FAC 85441641W4 .u.e W,<rmWA<Ltgmm �ie7C9I DlS�D7lQM 06700329 - 12� CFN W 108147932, OR BK 45688 PG 632, Page 10 of 15 EXHIBIT"B"-CONTINUED PLEASE CHECK THE APPROPRIATE BOX OR BOXES. [X] Expiration of Finding of Adequacy for Plat without an Expiration of a Frxfi of Adequacy notation or the Finding of Adequacy has expired. ,Q"aL A-I A-a If a building permit for a principal building"(excluding dry models, sales and construction offices) is not issued by Z,m w_aW, 2013 , then the County=s finding of adequacy shall expire and no additional building permits shall be issued for the amended uses until such time as Broward County makes a subsequent finding that the applicant satisfies the adequacy requirements set forth within the Broward County Land Development Code. The owner of the property shall be responsible for providing evidence to Broward County from the appropriate governmental entity,documenting compliance with this requirement within the above referenced time frame-,and/or If construction of project water lines, sewer lines,drainage,and the rock base for internal roads have not been substantially completed by— W-na ;2q, 2013 ,then the County=s finding of adequacy shall expire and no additional building permits shall be issued until such time as Broward County shall make a subsequent finding that the applicant satisfies the adequacy requirements set forth within Broward County Land Development Code. This requirement may be satisfied for a phase of the project, provided a phasing plan has been approved by Broward County. The owner of the property or the agent of the owner shall be responsible for providing evidence to Broward County from the appropriate governmental entity, documenting compliance with this requirement within the above referenced time frame. [x] Air Navigation Hazards. Any structure within this Plat shall comply with Section IV D 1. f., Development Review Requirements of the Broward County Comprehensive Plan regarding hazards to air navigation. CAF#358 03/30/06 Revised CFN # 108147932, OR BK 45688 PG 630, Page 8 of 15 EXHIBIT"A" LEGAL DESCRIPTION PLAT BOOK 1581 PAGE 18 "ISGETTE'S RUNWAY" Ve I i CAF#358 03/30/06 Revised 8 CFN # 108147932, OR BK 45688 PG 628, Page 6 of 15 i DEVELOPER-CORPORATION/PARTNERSHIP Witnesses: Pan ropic owe , Inc. I Nam f Dave (.corporation/partnership) 26a—f By (SI ature (Sign re) P' am :� ._1� l��r e� Print n me: L u i s ��r Title; ell W Address: a oS N w 5 IT- igna FG 7316 Print name:W10z GvT?(&6n.7X i lZ day of vi/ 2008 � A E`uT(if crorpo tia�--(1�-- (CORPORATE SEAL) (Secretary Signature) i Print Name of Secretary: r�vr�fo c �16✓�F`� ACKNOWLEDGMENT•CORPORATIONIPARTNERSHIP STATE OF(14F-I Dft ) S COUNTY OFU.tp U) ) S n The foregoing Instrument was ackno edged'before me hI '� day of +1 20 by I�VG as 6 S r VVI of VPVsY[VDPJC oLJEV�_, a D corporation/partnershlp,on behalf of the"oration/partnership. He or she ls: [L-0rsonalty known to me,or [ )produced identification. Type of identlflcatlon produced NOTARY PU {Seal) My in," a RAUL SANCHEZ]As.3n Print Hama; ?, q, Notary Public-Slate or ,My Canmlulon Expires May s� �` ComMssion N()DSSJ '�na�,, Bonded By Natbnal Nota ' CAFMB 03/30/06 Revised 6 •• i 1 CFN N 108147932, OR BK 45688 PG 626, Page 4 of 15 IN WITNESS WHEREOF,the parties have made and executed this Agreement on the respective dates under each signature: BROWARD COUNTY through its BOARD OF COUNTY COMMISSIONERS,signing by and t ough its Mayo�j or Vice Mayor,authorized to execute same by Board action on e r day of ALl 5t/ Tr 20 0§and DEVELOPER,signing by and through it ; k duly authorized to execute same. COUNTY ATTES BROWARD COUNTY,through its VOARD OF COUNTY COMMISSIONERS Co y Administrator an 0 _ Clerk of the Boar"f By County Commissioners df l Mayor Broward County, Florida t b ay of-=12 '20ff r`s• ;. ,�"' `Approved as to form by Office of County Attorney Broward County, Florida Government Center,Suite 423 115 South Andrews Avenue Fort Lauderdale, Florida 33301 Telephone: 954)357-7 00 Telecop' :(9 )357- 9 8 By 'r /f si t County Attorney pp '1 day of—( ,20 OD CAF#358 03/30/06 Revised Q _ " CFN 0 108147932, OR BK 45688 PG 624, Page 2 of 15 NOW,THEREFORE,in consideration of the mutual terms,conditions and promises hereinafter set forth,the COUNTY and DEVELOPER agree as follows: 1. The above recitals and representations are true and correct and are incorporated herein. 2. COUNTY and DEVELOPER hereby agree that the notation shown on the face of the PLAT is hereby amended as set forth within Exhibit"B." 3. NOTICE. Whenever any of the parties desire to give notice to the other,such notice must be in writing, sent by U.S. Mail, postage prepaid,addressed to the party for whom it is intended at the place last specified;the place for giving of notice shall remain such until it is changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for giving notice: For the COUNTY: Director,Development Management Division of Broward County 115 South Andrews Avenue,Room A240 Fort Lauderdale, FL 33301 For the DEVELOPER: Marina Mile Park of Commerce,LLC 814 South Military Trail Deerfield Beach, Florida 33442 4. RECORDATION. This Agreement shall be recorded in the Public Records of Broward County Florida, at the DEVELOPER_s expense. The benefits and obligations contained in this Agreement shall inure to grantees,successors,heirs, and assigns who have an interest in the PLAT. 5. VENUE: CHOICE OF LAW. Any controversies or legal issues arising out of this Agreement and any action involving the enforcement or interpretation of any rights hereunder shall be submitted to the jurisdiction of the State Courts of the Seventeenth Judicial Circuit of Broward County,Florida,the venue sitis,and shall be governed by the laws of the State of Florida. 6. NOTATIONS. All other notations on the face of the above referenced PLAT not amended by this Agreement shall remain in full force and effect. CAF#358 i 03/30/06 Revised 2 L._y of Dania Beach, Florida Department of Community Development Planning and Zoning Division (954) 924-6805 X3643 DANIA BEACH (954) 922-2687 Fax SEA IT LIVE IC LOVE IT, Standard Development Application fee"Ise ❑ Administrative Variance ❑ Land Use Amendment ❑ Plat / ❑ Rezoning Date Rec'd: �j I Site Plan I ❑ Special Exception Petition No.: if Variance S�_6��_ /� ❑ Other: (SEEAPPLICATION rYPESCHEDULE ON PAGES 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: 3251 SW 26 Terrace, Dania Beach, FL 33312 Lot(s): Block: Subdivision: See attached exhibit Recorded Plat Name: See attached exhibit Folio Number(s): 5042-2052-0090,-0010,-0013 Legal Description: See attached legal Applicant onsultant/Legal Representative (circle one) Doug Atkins, HercRentals, Inc. Address of Applicant: 27500 Riverview Center Boulevard, Bldg. 7, Ste. 100, Bonita Springs, FL 34134 Business Telephone: (239) 301-1301 Home: Fax: E-mail address: cloug.atkifisc�liercrentais.com Name of Property Owner: Prime Realty Capital, LLC Address of Property Owner: 2401 PGA Blvd, #200, Palm Beach Gardens, FL 33401 Business Telephone: Horne: Fax: Explanation of Request: Site plan and Variance approval 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: 8.00 Gross Acreage: 8.00 Prop. Square Footage: 48,418 (Existing) Existing Use: Vacant Proposed Use: Construction Equipment Rental and Sales 1 of 4 Updated 02/2017 Is property owned individually, by a corporation, association, or a joint venture? Limited Liability 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 Craven Thompson&Associates together Wh Lochrie and Chakas,PA (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 Daniapqach Land D elopment Code. STATE OF FLORIDA COUNTY OF BROWARD By(11 16 The foregoing instrument (Owner/Ageof signature* was acknowledged BEFORE ME THIS 5 DAY OF 20� By: (Print na a of person acknowle4ing) (Joint owner signature if applicable) Notary LISA 1 SCHAD (Votary Public,State of New York (Signature of Notary Public—State of No.01 SC5058638 Qualified in Suffolk County Commission Expires April 8, t 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 HE A UTOMA TICA LL YSCHEOULED FOR A MEETING, ALL APPLICA TIONS MUST BE DETERMINED COMPLETE BY STAFF BEFORE PROCESSING OCCURS, 2of4 Updated 02/2017 City of Dania Beach, Florida Department of Community Development Planning and Zoning Division (954)924-6805 X3643 DANIA BEACH (954) 922-2687 Fax SEA It,LIVE li.LOVE Ir. Standard Development Application ❑ Administrative Variance ❑ Land Use Amendment ❑ Plat ❑ Rezoning Date Rec'd: J if Site Plan ❑ Special Exception Petition No.: Er Variance 15F - 0(/7 ry ❑ Other: (SEEAPPLICATION TYPE SCHEDULE ON PAGES 3&4) 6 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: 3251 S W 26 Terrace Lot(s): Block: Subdivision: Several, see attached Recorded Plat Name: Several, see attached Folio Number(s): Several, see allached Legal Description: See attached Applican onsultant/Legal Representative (circle one) Mark Giosa, HercRentals, Inc. Address of Applicant: 27500 Riverview Center Boulevard, Bidg. 7,Ste. 100, Bonita Springs,FL 3413 Business Telephone: (239) 301-1301 Home: Fax: E-mail address: mark.giosa@hercrentals.com Name of Properly Owner: 26 Terrace, LLC / Pri m e Realty Capital, LLC 8 Concord Terrace,Somers, CT 06071 / Address of Property Owner: 2401 PGA Blvd. #200, Pal m Beach Gardens,FL 33401 Business Telephone: Home: Fax: Explanation of Request: Site plan and variance approval 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: 8,00 Gross Acreage: 8,00 Prop. Square Footage., 48,418 (Existing) Existing Use: Vacant Proposed Use: Construction Equipment Rental and S 1 of 4 Updated 02/2017 Is property owned individually, by a corporation, association, or a joint venture? Limited Liability 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 craven Thompson&Associates together with Lochrie and Chakas,PA (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 Dani each Land D,e elopment Code. STATE OF FLORIDA COUNTY OF BROWARD By The foregoing instrument (Owner/ Ageot signature* was acknowledged BEFORE ME THIS DAY OF By: (Print na a of person acknowle ing) (Joint owner signature if applicable) Notary LISA I SCHAD Notary Public,State of New York (Signature of Notary Public—State of U No.OISC5058638 Qualified in Suffolk County Commission Expires April 8, .0 n2 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. ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF BEFORE PROCESSING OCCURS. 2 of 4 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 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 Staffprocesging,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 cycles,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 proce-,wing,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 Includes StaiTprocessing,2 review cydes,advertising and notice costs Delegation Request $1,500.00 Includes Staffprocesslpg,2 review cycles,advertisIng 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 5taffflrocessing,2 review cycles, advertising and notice costs All other uses Filing fee =$1,000.00 PLUS the following: $5.00 : 100 s.f. for 1st 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 Staff4aff �tycessing,2 review cycles,advertising and notice costs Site Plan Revisions - ncu es stair proce-Ong ana up to 7 r vewcyces Additional variances associated with any revision to a site plan are charged according to the associated variance type. Extension of Approval(s) $1,250.00—Single Extension(PLUS)an additional (Site plan,variance,special $ 250.00 for each associated approval exception requests) Site Plan: For the 48,500 SF building, the fee is $1,000 plus $5/100 for first 10,000 SF = $500 plus $2/100 SF for the next 38,500 SF = $770 for a total of$2,270 plus $4,000 = $6,270. Variance (non-residential): $2,000 3 of 4 Updated 0=017 ' I L E COPY AFFIDAVIT III; r . �lll CITY OF DANIA BEACH, FLORIDA COMMUNITY DEVELOPMENT DEPARTMENT POSTING OF PUBLIC HEARING NOTICE SIGN STATE OF FLORIDA COUNTY OF BROWARD BEFORE ME, the undersigned authority, personally appeared Joseph D. Handley who, after being duly sworn,deposes and says: 1 I, Joseph D. Handley ,am an individual over the age of 18 years old, and (Print Name) I am the property Owner, OR ✓ I am a representative of the property owner(s), Prime Realty Capital, LLC and ,for property located at 3251 SW 26 Terrace (the"Property"), and this sworn statement pertains to the application for Herc Rental Facility , relating to Petition number(s) VA-046-18&SP-047-18 in the Code of Ordinances of the City of Dania Beach,Florida. 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 August 17 ,2018 , 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 am aware that the Code Section cited above requires the sign to state and contain the following information: PUBLIC HEARING NOTICE Petitionnumber(s): VA-046-18 & SP-047-18 Date:Tuesday, September 11, 2018 Time: 7 PM Telephone number of the City's Community Development Department: (954) 924-6805 3. A true and accurate copy (copies) of the subject sign(s) is/are attached to this Affidavit and incorporated by this reference. FURTHER, AFFIANT SAYS NOTHING MORE, FFIANT Sworn to and subscribed before me on August 20 ,2018 CATHERINE A.DONN * * MY COMMISSION 11 FF 117441 6 EXPIRES:August 29,2018 — My Commission Expires: N'� `°` 8o*amru8uW N0ryserYkes NOTARY PUBLIC State of Florida at Large �., •Lr ��, 7�{ IF K J,� off 1 i y_ 1 • / _ is;,•,- { 1�f�.; �• �1 alb'#' �', ;�. .. *,} L�i .�M '!f f� .r�� a '� �� 1!, � I��%T i l r�J.'IS••�4� �•��y`t .. A..1,: 'R'tt�ISM J • dW Y 4 :, -.L• r r,., 7 hwv— gt Ihy I.. "�.,tP � ib�l � t� �' J�{J'� �♦tI 9. 6 `Rh Y�." 6 > �fX !J ,t Fj'�t 'IsEi . � ni r'.f f l f' ) Jijr�:} f ''y.J3 `•" �(d �/,y�, ti e y r t'�5 '�+ } �l4 r f �, +�•('��;`�� R}e � �it �,+� Ir,'�li �t n1 1 �S'1'• � K }A � \ �1t74 4 Zll .'r*� f`� f6 ;��i Y,� R �I f��.��yr \tiY�'4�5 �tlt',I �'t C�'v r i d t s�a .�71� .,�j ��p��9 I�jy`� �jai 1 �s r��• 4� 1` 13r1�N1'r �t 1,"� �i �� i � N '3 ( '��S ++y��S L i + �1a ! ,.� t �- 1 t� L 1 f 1 'k�M 1. P ;b� �F' L.� � '1 L 1 � �I 'V'T �`• �'' • , I I � I THIS PROPERTY IS THE SUBJECT OF UPCOMING PUBLIC HEARINGS TIME ( 7:00 p.m. -�- i PLACE City Commission Chambers - City Hall, 100 West Dania Beach Blvd. Dania Beach, FL 33004 - , t 7t, PROJECT Herc Rentals _ The redevelopment of the site to allow rental!outdoor storage of construction equipment,and display on a `_ gravel surface area. Ar REQUESTS: Site Plan & Variance FILE #: SP-47-18 / VA-46-18 For more information, please visit our website hftp://daniabeachfl.gov/Public-Hearings or call (954) 924-6800 x 3643. This Sign is the property of the City of Dania Beach.In accordance with Section 610-30 of the Land Development Code,it shall be unlawful for any person to injure,cut,break or destroy in any manner any building or other thing belonging to or under the control of the City.Persons marring or removing the Notice maybe subject to fine and/or imprisonment.