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HomeMy WebLinkAboutR-2020-017 City Approving the Site Plan (SP-132-19) Submitted by Leigh Robinson Kerr & Associates, Inc. and Greenspoon Marder, on Behalf of BEJL 4200 Real Estate, LLC, for Properties 4200 SW 54th Ct RESOLUTION NO. 2020-017 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-132-19) SUBMITTED BY LEIGH ROBINSON KERR & ASSOCIATES, INC. AND GREENSPOON MARDER, ON BEHALF OF BEJL 4200 REAL ESTATE, LLC, FOR PROPERTIES GENERALLY LOCATED AT 4200 S.W. 50 COURT 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; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Code of Ordinances, Chapter 28, entitled, "Land Development Code" ("LDC") of Part 6, entitled, "Development Review Procedures and Requirements," of Article 635, entitled, "Site Plans" of Section 635-20(A), provides that site plan approval is a condition to the issuance of a building permit; and WHEREAS, Leigh Robinson Kerr& Associates, Inc. and Greenspoon Marder, on behalf of BEJL 4200 Real Estate, LLC (the "Applicant") has requested Site Plan (SP-132-19) approval to permit the development of two hundred seventy-five (275) multi-family units generally located at 4200 S.W. 54th Court in the City of Dania Beach, Florida (the "City") as legally described in Exhibit"A;" 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 Site Plan (SP-132-19) is consistent with the City's Land Development Code and 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 specific part of this Resolution. Section 2. That pursuant to Chapter 28 "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plan," the following Site Plan (SP-132-19), attached as Exhibit`B" which is made a part of and incorporated into this Resolution by reference is approved. Section 3. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. Identify ROW lines and dimensions on the East side of the Project/Property along SW 54th Court(Engineering). 2. Provide in survey acreage and Type of Flood Zone- Base Flood Elevation on Notes (Engineering). 3. Provide a copy of final pre and post development storm-water management and drainage calculations and revised plans. The City specifically needs the following information: 10- year, 25-year, and 100-year 24-hour and 72-hour flood stage elevations. Provide Perimeter Berm and FFE elevations. Provide copies of all applicable permit and plan approvals from SFWMD and Broward County prior to issuance of a building permit (Engineering). 4. 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 on the ROW shall be constructed with DIP piping and/or previous approved material by Broward County(Engineering). 5. Use recommended spacing for Type I and Type II Hay bale barriers, and type III silt fences, from chart FDOT state drainage manual (Engineering). 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 (Engineering). 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. (Engineering). 8. 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 (Engineering). 9. Police and Fire approve the double cul-de-sac design and are requesting knox box key switch and transponders for emergency access. (Fire). 10. Must provide recorded copy of roadway easement, including cul-de-sac improvements, identifying that maintenance of all improvements in the ROW will be the responsibility of the property owner. Recorded copy needed prior to issuance of a building permit. The cul-de-sac and gate improvements must be completed prior to issuance of a Certificate of Occupancy for the project(Planning). 11. 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 RESOLUTION#2020-017 REVISED 2/11/2020 12. Per Resolution No. 2015-071, $1,364.00 per Multifamily Dwelling must be paid for Recreation and Open Space Impact Fee at time of building permit issuance. Therefore, the applicant must pay $375,100 (1,140 X 275)prior to issuance of a building permit. 13. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. 14. Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted (Planning). 15. Per Section 280-40 Maximum light spillage at property line cannot exceed 0.5 foot candles. Revise Sheet LTG-1 to show light levels at property line (Planning). Section 4. 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 5. That pursuant to LDC Section 635-100 "Expiration of Site Plans," approvals shall automatically expire and become null and void unless the Applicant commences with construction of the improvements shown on the Site Plan within eighteen (18) months from the date of this Resolution. Section 6. That the issuance of a development order 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 development order 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 7. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 8. That this Resolution shall be in force and take effect immediately upon its passage and adoption. 3 RESOLUTION#2020-017 REVISED 2/11/2020 PASSED AND ADOPTED on February 25, 2020. ATTEST: o y 14 THOMAS SCHNEIDER, CMC ORI LEWE N CITY CLERK `,► MAYOR get/SHE'�'�► APPROVED AS T ND CORRECTNESS: THOMAS . A SB CITY ATTORNEY 4 RESOLUTION#2020-017 REVISED 2/11/2020 EXHIBIT A LEGAL DESCRIPTION LEGAL DESCRIPTION: (PER TITLE COMMITMENT) PARCEL 2: PARCEL "A" OF SHERIDAN HOUSE PLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 105, PAGE 50 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. PARCEL 3: THAT PART OF TRACT 9, NEWMAN'S SURVEY OF SECTION 36, TOWNSHIP 50 SOUTH, RANGE 41 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 26, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING 35 FEET WEST OF THE NORTHEAST (NE) CORNER OF TRACT 9, SECTION 36, TOWNSHIP 50 SOUTH, RANGE 41 EAST; THENCE RUN SOUTH 332.02 FEET; THENCE, WEST 224.55 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 288 FEET; THENCE NORTH 127.5 FEET; THENCE EAST 288 FEET; THENCE, SOUTH 127.5 FEET TO THE POINT OF BEGINNING. SAID LAND BEING SITUATED IN CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA AND CONTAINING 313,909 SQUARE FEET (7.206 ACRES) MORE OR LESS. 5 RESOLUTION#2020-017 REVISED 2/11/2020 EXHIBIT B SITE PLAN 6 RESOLUTION#2020-017 REVISED 2/11/2020 U O DEVELOPER. PRELIMINARY DESIGN FOR: con LOJETA GROUP OF FLORIDA g 3501 NORTH OCEAN DRIVE D B 54 RESIDENCES HOLLYWOOD, FL 33019 Qn o DB 54 DEVELOPMENT, LLC O NORTH PARK ROA F RT9LAUDERDALE, FL 33312 DANIA BEACH, FLORIDA o TEL (954)675-0009 u. Z u ARCHITECTURE: t[) ® w ~ a Cyr < w clarEs W z ARCHITECTS,PA Ox Lic.No.M C W0JI9 M MIAMIL 1 NES.FL3301b I301E F:IOS.Ol6 tl I55 xM�✓.cicuchitecli cam I LANDSCAPE ARCHITECTURE: f.. CIVIL ENGINEERING: ay. l;:'c n:re I ,re 6 U L-I ..0 LWP'J1 rlr,. PLA-: O C C$GGBEn ineenn Inc. v a Lr r rl•\r. L'.,'L ,fE I -. cz.9 N $ gi '_l �I L-, D f 1 fall.-' i. I ICI LL 'El. I'I..\.`. (A J A-I II LI �. I'L\. 0 LL I 2699 STIRLING ROAD, SUITE C-202 \ =� - L':LL.PI A. 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IRRIGATION KEY +B e. 0 O O RAINHIRB—6•Pop-Up Sp Y Hems ps I. +D +6 Ser as IaNmztes unlees otnerpl:e spednea 1 yI t, 1 80 $arec 5 NRZILE z VMIAHLE ARC"'II" vfHF, - � � CST Center SMp C fl r + 0 Ear Entl strip o NOTE ENGINEERED IRRIGATION t{ ® NOTE AFUa ENOI ALI-MU IRRIGACONPUQUIREM N SUBMITTED FOR PERMIT IN - pcH .sfCN ctavd Bubbler - i" _ ACCORD ALL MUANDRLATED REQUIREMENTS.FlNALIRRIGATI(IN PLAN + SMALL INCLUDE ALL PIPING AND RELATED CDNSTRUCTION DETAILS. ae i - m 6CGT H Flaatl Bubbler �., Hunter 1 20 er RaWartl 5006 6•Pc Ro y nova. V/LA Nunber n Cmter ta -GPN far nozzle tv br I:xtvlktl P LA-Becl tec-L.Ar t.Nozzle w HUNTER 1-20 6•PU Rotors 3 GPN Nvezlvc { IR CATION PLANS ARE SCHEMATIC RN NATTIRE Q III 24V ELECTRIC CDNFRR VALVE ALL.VALVES AND PIPES SHALT,HE LOCATED IN Slze vs snvAn nH t LANDSCAPE AREAS EXCEPT AT ROADIPAVMG ItL it - CROSSINGS All ca —tion mnimumaahill be in - SLEEVE SIZING —,romra:tt to Plumb,�,s .dth,S-1,Florida - - LINE 512E SLEEVE SIZE Building Code,App—H.'F'They 9.0 also be equal a, �;A• +-1/2' Braeler,Bran the'SWdarda'M act rmth b,.h F.S. 21/2• FLORIDA IRRIGATIONSOCIETY NolhmB her:nor 1-1/2' 3• ky' ? cmneined u,Thee AION:ons'e mended to be m mnRm, 1 ILY � J' � ry� mli:enY sodc camplim:u.ConuecwrslWl comply,vnb ..� ^. M I 1 �.� � : ih •Il cede regmrtmenb O \1 r 71 i I .•.:/ - � .�,. �—t+�^1°�ir' "�+ - 1 1 t{ — 3r:�reT�' �. � s..� • f tc ly- d— _ •', �V `i'— �1i �l' �<. 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FIND IIIA➢E W TIM AREAS wd,uu<rckmuik ixnaw<.All r,la<,uWdW,Wlk1«eledin lmmnw Thmn 41«h<ilullberwuhedw JlklluW e�irrenvn adul am em nlvx•«Ne liw M<y wttwu rovMparki cmvinV.swe wdNktmeim mw tav<I•<hes ar<,hvxn hi <Amewe4«kn Cwweu h.+me.eoerw•++Ruvrmphurxdm P81«lyk.NJlkuW. PLASTIC R VALVE BOX WITH BDLT DORM n'tAgEESLE iuU AI-lkl-L.-114xu ALLPIeE Thvur ble<A,,mkTwewe vpic,Imlie,rmrnnrwtd wN Nm Au kenuremy.E —SHRUB ADAPTER � �-1,WE S NESS-I NIT A. WAPNR TINDER PAVING SHALL BE SLEEVED.All nmkrklsWlmnn•..4 Jv cwven<n Nndiwrbee)bJ vnM1weml equipmw.\vn frwe x;N•ie unn ierly wwhKNwl NOZZLE AS SPECIFIED IE1T BRANR'GV'DKID LE. ,updYw ncrW,<gwpnwlW lNwry mvWlrewnpkk.Ppreaanel. W«k.tksputkmnn NeJwmducmF veil sbJlkRlkily NewAeiBAIO N<wuiae HEAVY DUTY ke.Pmmiu am[metwp➢mw urhe rtewmiMlilY dNe bmrcmr vfJmpip. TT yypppppp55 JlrNwwcle.V,ie Ne,ile plm,il is Ne wnmau<,pwai➢iBry rO nmf Ne I REQUIRED EA 3 DATE E IN SNtUB AREAS m Nw Ne impiimq,lem<w be pmpmly modJmmet<wimomkrly elt CONIROLLL0.3 RISERRISER ATE VALVE "WIBm«e Na tlx nurzm i,BrolM aajwrea mluw Paink,e 6P UXMEr>vwak pmcawe Cwwlkr NJl kl«wm(m,nplial. R2 R NF.. T-113-K LINE SIZE mu xiN wmwprry wlogemmeL uw Na allM1mm x,er ropwcaheidn wd howeWiakB D<waJm>r krw Nm Ne mwwr«rvm's monununaaivn.k WJl alm �1N RISER=SCH4➢PVC mJBMe.11m pr<„urc<rnvw r<Bwmi<n,wrrhx..dvxv lv bx:n mph wiN W,NaaewlHrcWCJ cme.➢eIM1 NNwa<w4wmu PrwNdtwie6 tiv uJ xi Nef smlry prertnlmv4v,d,pray Awm.MY wnNuem nw anewn in Ne c- welempdf lke fa Vmmdin, UL pumuu. appmrm pwnl 0.m Jmll k RISER HT,SANE AS HT. 4•PVC¢.1A➢PIPE •� _ n�inV..hJlkpra,iee gNe<owneuuNwdm•JnV,pN«r<iuWklmn.vmp uiTaweunWm ahawiu,weinm,m irinemmiwm,uiaantemaaw6tanwkmm<.IF OF NEAREST PLANT OR Rix e,lml m,Weriu<d rwa .alm Ne P•xm rcwwnuli.e.Any<ivy hJl he n'mimem Vxmd'uRewmkume,uril"w BmuWini Plu«wxilp«iRmeea4um<4me\ AS SPECIFIED BY THE °e Arwillanwips LANDS y CAPE ARCHITECT IP .� pme161'er<e�edr nrY xlurmam«wvNeOmer piw ie Biel Atmpm,<G PAI. OFF—ED: au fw Jl uilmvd Nan,u>fliemaw wr Nemxeliue,halrkmn eftiv AwbviH In II>n ,Iandcekewraftiv ruiReaf Ne awinbnsupn SWe DER ngmewenw N > .1.SUPPORTS v.s.kdl A;rw.nBd 4neeq`pmrmbein6nemwNi.P•ni«„Amlkwhmi�,m s�.remmW<wwtgWpm<m Aa<ronarwin,nn.Gw ormU',«b ap,i«. o� n�vr mawitpuen�kme brwKhr mik+iab Jn<N<u ubmrwlem Imi.>M1AHkrzquirze ELECTRIC CONTROL VALVF3: N1 R PVC TEE RISER ENE[uBTC Foci xn RrJMrdPGA]lVelewi<wwolwh<,.nll nhee,WlheAwmin l4'n Il'rwmeeWv FLEXIBLE CONNECTI@I GG�tp'p 3/A'I➢[RURE➢PIE C[Rptlh6 GRAVEL V s1TECERI-EMS' NI SR rd.ehwes«Iaphuminarllmawrd-N Cmmol Val+e,Aallkrerm os m�YL ej �o SOL p( Cxm.•ukuhen na ivdwye ury wmyued velirw<rml,riv,imphm gn<ma. IS➢`P51whi,k•INe bouw inklwknet<rpm\ible. LRTERALD Rewir>few few wi0 k N<n,PmdWIiA'dNe impawrewwtmr.St<ennen ui4.5,ftB wN<1vDitNerwkpm+il:lih vfNe m:V,<n welnaw.I'll COMROL\VIRE INIIGAndl NAINURE Ncr e` ramr'MIiryrm,rw_.M,ie NDT I. snnAJ xGe,wlkuL,Pprwm.mile w<.PE.r pvCm,<,mimwdw<wud xhn SHRUB SPRAY ON RISER All r«h Nu iahrmNll<tivrafue qNe unvhie,vinwiw is reknwor<G IZE:U,eemtlemme xEH VV tm�I,d uW lx Vpkm w4<.All,dku wdt«m«4w rj fawn Nt,iuby Ne iviVriwrmumw.NiVOw in undi,wbm lamrcnp uw Wll bt NWl be mmea w➢lv<wsvV.<b<ww.Rlv lmhrwe B<Ie,plkwlCmvewk'BYI v-,ben �f w aW rwomto wmF:,r«�e4iw, anmmlelb mmWxwer.All,plicn WcllkmmcxiN 1. irtmox>sat_xT< —SON eB PICT➢1£. di Sple KiI.All uv<i>kmum ie uL rppmruue PVC twdWr.al wire I W Wgbl VI Wn ,k In NVPLE,A•LING m r.'rm iaai,tu ew 11 an`ue<i..wim in ..��iy�t"wbI.I�VPimr�rejrl_ GATE VALVE W NOTE:MBfALLATION AROUND E%ISTINGTPEES CmmmunitelI--fil,I raevdlen JVR Dedd wwur<d Wlivn[Nt a➢W nilo' Q awm<.w, mkham enB Eev rceJ mmrR mDl mpRr lw Tmmy.m Ntrwl,ynwd<�-,4n,kwAR ptBmr N•dMemm.dl Nor 1.a<t ^•°Mr«wm<na r. m Svil wvinwer Rnwwn Rcv<rWlY dv<I BuwV WATE0.30URCE: «] mekmaN N�ca n�neb<ows,al the Pmwrmph,acJl<e for narc,pwikwbm,.&tA. PVB Press Vu[wn Breeker DlMein Nneu<a Nall kdmu by r+ahine Ne,<B baR irw�N.u<nnwmpnevl Ne PUMP SFAnON: WATTS RH➢NAOT° Equkl()Roll fownK Wmf>vp«Irtu wud nk<thriy rwl pvw. Or IJtedlmlam)Pump nmiw,MBhm<exxeNtrpmaf.I<cabk neat mll Cade reg Wranents) �< 0 ewmue.suuun,Wlkewiwad x'iNenvw nuns l«emii BALL VALVE O eryiperml,nea rvr➢ovmnw TBP W OW I• Zy BEL[IW IbVgG NBVxNG REIGNS v�w F TIu,SuDESCRIPTION: SPRINNLERB. Nf3WIT FINIS.GARDE o PIPE UNION ro mvuoxatlrri]auw,fxm.B'ver,uppH l,ldwnWenl AP,PmNk,I NJI ht N<D«rzhwdlo in N<sptiNlerKry mdeM1vlr Demixhm iv h� B�YYTT yy IFsA lv<mx'M<IN,D<.nbk tl.<Inny dw)waPVCvwivsldnwuNUNw mxWamma VAL A.-VANE XNA S 11 PNE. h'Issta.Rv'mbad«PonletlmNu,,pwiBrJlY rnirri,>4wi ru<.4dywwvrvW wiN aAPzO Tim. AL PE ABOVE SCNBO NPPLE P 1 y C N,Ilk Cl-iOp PvewM1evvi«.sY,vm Alain skRMS<M1.IpPVCI All BWwV mt Nrcm,wd erk,«r,W.Rnmrc`i1mn�GPMN wha Suer E C� P pc. n`sswlm N'M1<tmanfaww.SfAieW a tl m IL•IDN GAUZE➢STEEL ;AolilR ml•wweld knAorwmybwlwatlemxin6«Im is Nw,pairmlam.Dv. ,PVC rwi,jn '=L`JwBMunuw.;w Bwl �7 F me S<MlPalepun ca<w T«a r;mn.Sywm Mvm,IWlk eJl wd ane,Clw xw \�rvtrL Um S.—Sl<a rvw-1.rvma htem. "mW wltlf wm b USE SIDE INLET UNLESS `Lq U v[ e, non GraW,M1Wlkumd<n allkll wdw,ine CTw IB➢PVC mJnI' OGROUNDPTION FLANGE u OTHERWISE SPECIFIED P OPTION w,wiw� wueniN.n edw,in Iw bxwuU m 3 T Ii-� r I.swrylwamekllklla'nbadlepa,a'poPue hum rviN mnu l➢�mad[;nnlw t IURDiE BLUE-LUd[iLE%PIPE \ ''¢I XBI ^ � ➢D PSI fwwx nw.lmu d Ip PSI wiWn Nt Aw�hJl wvi�ure fvilm<.Sonem<x<b yr a'BN �L�< BNnV mddw mm NdlkJawel xiNmJlpwp«e PVC pipe deuxrpnwr>yPlTini ..oNeawiu Nn[irimN Nutdmvh�y. � �Q U due.AlnJ,Aw�lm<,minimum N•meR«r.AlloNtr pips lacm,.ere.eAJl Auee ],sprat M1eW in Juuh aea,lmllk Nmbmaplw<n seklBriew Neidp,,d bl'iNt1 ° mm hD➢Nellh rre<mdtbri,and tlwpebie<u.Nvrwklwm Nn q-0lenmt.P<wrima.Nimn,RJlnorkxue.mmp,<m vcame wdwv4n xeB, L!'Wllh in coniuiwsiNPVC dw urynfirn Alldwah>r<Pom,e.•nW Nttxep4<nd <r<Nn'a<wpm<amdwep.InN<uu<a uu lE'pw.uw.P".tlub rk<u x;N BAvw nm� RO / Fr Q•I Ambnau,NeRkBil.eeivArwpw,hmnrz yr maHc o-<m am ehJlkPmnlm wiN a➢a' rpedmxA vvm. FROM METER SPRINKLERS In blxh,puv nul«wwrwimsbmb.Ntm NJIk4M1.MmseM1HO PVCad Junk PJmm WD.Kri [$]I fA rriN Rr blx4 epvnY wmA Uxpad<pNe,mebr nNaapvrwriek rvvbinV.wryn<m+ am NJ beeirh«-Paind,d5W0,eriaaNwr«I-ivwnts xiN nvnlw WITAR F-r mtldpuiyuNa rc<Wmmdna«.Suhnw fw epprmvl.(Ni,waen rcgeirc,apprmm oFNt wWurw4e,Pe<iBee lnmem mw;n,,. Q aw(.pimrn irmdWwA) AIABRrtFENANEE: SPRM M LINE PVB BACK FLOW PREVENTOR .npwdr loop<I•<.twae Pvcd. "WN°<w w"w "m'i ' m0a "r . WITH GAVE VALVE a] '•" fw, 'N IVCw rm�dehm N<s rwmxnW. hm<,gw wl,p wJerM1om,BmA ww<gnM1eOwq`. Ib. my PIEP-0 PVCll ie r Y A,wi ,kNi On mJeuwvepra>nnelamnn aWmemw re uHv u`Nr t pdprm:,:t�hn. D:,ki,auve.f,mm. RAINBIRD 1806 POP—UP SPRAY c W<�,M1rny kaim,,M.dD'J IiBM1mwBN du. e I:< erumc<rw Nclmdlr wrmrzm,weam bf N<MwUxrmmdtlre ns.➢uILr DRAgvmea'. PvpCPsd.=- cwv«mrNJllmrN<•M.kilr mwdnp mowme al rhwBw.ml WNwwatn.nB<.er 9� �� p4 All d�wd<rayrm60•JM,dmkr xil4 mdmi•y ac.)NWI4e,k.•xd wiN&hA➢PVC W<aionw Ne win lira NJl Mrt GPS evweiea<,noud oe Jv v.bvill dmxkV. pISTALL PFR sPECR1GnDNs S �� <ee bHwWdxmpafpmwmel and Nall be marked TFexmnline [mwllvpopmn Nvllkwn ofNis,ubmiwiav /:e1- ,,11,---11 ARANTEE puiod=w< Nei d- LLSE IMATERI-WIRE(ANNECTORS ON vice.Alm rm<n,Wrun mow uur yell uLWK•dmwNg; ALL COMROL{MIREn 'k aindamu+uwW iN<rmem kR be mn aow m uonMr�rre.ndl A VUVE REX COVER • e 'm dFn tlav< w<.Wa<a.. a Jlr twwe«e IJI Ned«ww 1]'bN CTTYLR COHERED IRRIGVSION I- been <memo Ne Qr r p ruu,s —41E•RWS CONTROL VALVE i r<er APdINIPO�LEVEL7 rA'9 x'�rear w'� Q AWN^ Esv Cmueller INUST ET IIE .\ \ pwim Wat Il j II R I �I - ➢➢F+smvddscH BB NPPUE NDIDLL1611 LLLLBLLLLB,VYII (� vwwAwc..vwKPA C__. ➢O➢-Wa PYT:scH a oP aD1 END MAIN µONB+o CONIKxI AaRI fITRNSH FLDB rn.;n -Dm 4 B os aacrAT WWWM I r s'k,I ! mmunoN BDX N oinnl co ur 4 UL APPRmED a�'�r-+r1 .. B�1-NCH P/5 SCH 10 '� .A`➢RNH GE ° r i wNou Aldo RTnNDs R�uat°�°° RAIN8IRD RAIN SENSOR DETAIL A�mti TD SUPPLY 4° I a, � W/ MOUNTING BRACKET L ➢PAPER A,"i� ELECTRIC REMOTE CONTROL VALVE @ `',--� WITH VALVE BOX ` � i I iao2o.co U a i � iao�o.ar� pif iKd 2 ESP—SMTe SMART MODULAR CONTROL TT�K�f��aqy Sheridan House DANIA BEACH, FLORIDA CIVIL ENGINEERING PLANS FLORIDA TURNPIKE 0 S SHEET N0. TITLE Ni � r C-0 COVER SHEET m C-1 DEMOLITION PLAN n� _ STA E ROAD 7 T �C-2 PAVING,GRADING AND DRAINAGE PLAN C PAVEMENT MARKINGS AND SIGNAGE PLAN Z Z C-3A FIRE TRUCK TURNING PLAN C-4 WATER AND SEWER PLAN C-6 SANITARY SEWER PROFILES sw ua C-6 GENERAL NOTES AND CONSTRUCTION DETAILS TFPNI.CE O C-7 to C-10 CONSTRUCTION DETAILS c 0-11 8 C-12 STORMWATER POLLUTION PLANS APPROVALS SW 40th AVE AGENCY APPROVAL PERMIT DATE NWBER NCfY]R f�,TOWNBMie Ep BOUfn,NAxO! N�EABT LOCATION MAP pARIIEL N/ \��.�Gy�cenisF.�po%- GGB Engineering, Inc, = No.19832 ': k CML AND FORENS ENO)NEERS• PLANNERS -CONSTRUCTION MANaaERS ST OF , EL 854-*O-BM-FAX 85a8AB-6GS5 j�•• pFA{VINGS MFV BE OUT OF SCALE DUE PROJECT No.19-0503 TO NEPDX REPRODIICTION ERROR. DESIGN DATE AUgUSL 2019 A N 10 4U 40 bo I-T XT 2M cn 'A m c,G:,;'.Sa"'�eo"eea�"'M.o � R� '�}`�r-/',sry `_ � yw�,:l ------------- aj---------------------------------------- 19- NO. 1 W3,3ZsHE STPTE 0 I RID, 10 10 0 30 tl N APAPNIC SCRLE P=Yl il en r»r ua—' - pair , Y �rW.�ru, nW a'ror9 w O C M .I. p'+A'rPl -'F�ii°w»ur,wm SE0119YN`M0.rw, SECTION / I so I �� 0. <..ur uocar our u. u.mrr[ r ✓.i .rr M= e '.' a✓,mrar. 1 LUK `�—rss q„x' �� I,F4;'" „= +asr � "� xi's gin` r�`L - .� RETENTION POND r.:.aa ._.__-I;•�� _ 1ECIION•B-B• SECTION .urea H (�S I O Zd lcm Zw I tttt �j ^� , I I P0.VWC 6 OR0.1N0.GE LEGEND Ila 21 ' DETENTION _ ,F"r is I►.g{{ °: ✓r ,p�� i -- !I I "° �1 1 I el 1-L-I -- M - M I N M` I a or ,rn a•.,w •y y»� �u qq , � .sm we IL7 -� raMn alv. r,am .\ 'l�r NCFI�-,O Q• Z i / NOTE: NOTE: NOTE: = ALL SITE DRAINAGE TO RE ALL EXISTING AND PROPOSED GRADE ELEVATIONS [FOR SITEDIMENSIONS AND PAVEMENT MARKINGSP/C A-2000 PIPING. REFER TO 198E NAVD DATUM. EFEfl TO ARCHITECTURAL SITE PLAN. T it zo 0 Y x0 40 GRAPHICSCALE LEGEND AND STRIPING KEY D•IT-—D"M '7 1 VIIE"I 4-l' ED 6 1-01 EL .E— 6 1 "P 'K-"�'p .Dlp 0 13 L LErAT"'T % S G1 A I, U AlIT -11ED C• V RETENT)ION C" ......Po IT 5 CONCRETE SIDE-K I--------------- ------------------ j cL. PARK] f-ou I%WAGE RETENHON 7 PONO WATER FEATURE 4m ijI Ai DATE: IIIIf -—--—--—--—--— NwIlb.1K&!!WT ORMMIC SCIJ.E 1••�O r e:.i i Wend �Qf x!i G p M 'I f G7 O i I �IJ.• I �� ,, _m a LEGEND o= M DENOTES FIRE TRUCK _ TURNING RADII i z RETENTION II II .....- I. I Il_ll________I $ T I POND I I o I � z I f , I ` i I---- �a H IrirG \ _ � ��",} I -I�, i� j9� •I�' i... �. -� i�,".. /r-- r ItI U1l m I I - it I a I 1 'PARKING G+floLE --' - I i... I � RSE u� I �_•.d �un�n � R' ' � � _-� .6 j __ I � I I o�.� � £6�LL WATER •l'*...� ___ Ill�: __�1111 I v x N�`I g FEAT Wfl r E JOIN,41-1 vKET i SEWER LEGEND ORAPHR:SLATE R.[. as L NAlgx �.ap WvfalE[a[Nniiox n.�m QY":'"� wIIRO\E OELtxniu)x LEI E"a 7' PWE Y—i Dd1R Y\vE L+�aN 77, saYxE sClrca LA\fan. j O� CR§Z.tr ........... [xislivG oR ru1VRE'ululiES ` LL_G O '° � CLCMI OVI!0 GRIUE �O C�� �C9 c I WATER LEGEND Z I "'AIAIAI •I7 r-- OOVBLE WOER L¢*ER sEavrcE O — �RLLC IvniER 11U.sEav1EE J s �.y- IOIC+R,BiiE 4 IYPC Or wnlfR NRrI [h F - --� IN rAE x10—GATE I—A IEE MENBLY I FH _ RETENTION I ®s,.., e.oERlo4ocza sA\muxc Pann U v 0 .___ I :y� POIJO ____ ExisEwc oa runaE utan�Es "' IEE fa p `'a�R` � o r ..:�'— cn ® R I c=]t :~u ss;1x.N. y n zix`� I' I ❑- .✓rR2RP \ Im. m �, lar 11 I z ' o zs Rm -nS I QI V4I y '~ RR l�m RETENTION .... : 22 PONu 7 g 'l/ WgrER FfAT �J Ra r ,3w S I�•l 4_ �`°t Jh _P 4�0ey' v'®I I �_ •%` ms vrrvr au � ; �� ra v _ _____ __ _ __A_—_ JJ.,i \��\�i'�' R- � M'/r r ea �\A� rr\�' 19-0503•• r NOTE NOTE: ALL EXISTING AND PROPOSED GRADE ELEVATIONS FOR SITE DIMENSIONS AND PAVEMENT MARKINGS O SS F !+� REFER TO 1988 NAVD DATUM. REFER TO ARCHITECTURAL SITE PLAN. P U a IN LF-8"0 0.42% 350 LF-8"0 0.50< N > a ulo Zi �NC4 219 > ilw` 0- as z-lu �.i o:�31w ��- slrcW aiOp g I [PROFILE GRADE LINE 8 I I I o e _ 0$ I _)4 Ex.8"DO'Wk o 4 y SCALE:1"•30'HORIZ. cmI"•3.IERT. (-)$ y LL a 0 e W C Z iQ �Yj 350 LF-8"0 0.50Z. I 180 Lt-8"00.509 y I t cza 2! ry nl al � d ipo .6 ilry °° y w,Oo a PROFILE GRADE LINE ; PROFILE GRADE LINE Ste' a €LL �} 1 1 -- - ..wm (-)4 (-)4 o•�c: unu SCALE+i'•-30'HORIZ. L p�,3'VERT. (-)8- I�it� NOTE: ALL SANITARY SEWER SHALL BE 8" C-900 P.V.C. SOR 26. i,d�•, S GENERAL NOTES RCP RENFWC�S COL.Hl'PILE,Ts1V d 'i:ir io D u11111 IHUTI—PPE.—I DESK 11 LATEST -u.19R . 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