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HomeMy WebLinkAboutR-2016-144 Approves (SP-08-13MOD) and (SE-83-14 Ext.) and (VA-84-14 Ext; VA-95-14; VA-118-14 Ext; VA-119--14 Ext; VA-120-14 Ext; VA-121-14 Ext) Submitted by Chen Moore & Assoc.for 4980 SW 40th Avenue RESOLUTION NO. 2016-144 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN MODIFICATION (SP-08- 13MOD) AND EXTENSIONS TO A SPECIAL EXCEPTION (SE-83-14 EXT), AND VARIANCES(VA-84-14 EXT;VA-95-14 EXT;VA-118-14 EXT;VA-119-14 EXT;VA-120-14 EXT;VA-121-14 EXT)SUBMITTED BY DANIEL DAVILA OF CHEN MOORE AND ASSOCIATES, INC., ON BEHALF OF THE PROPERTY OWNER,BROWARD COUNTY BOARD OF COUNTY COMMISSIONERS,FOR PROPERTY LOCATED AT 4980 SW 40 AVENUE IN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS; 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 Plan Modification or Deviations" of Section 635-80, provides that site plan modification approval is required as a condition to the issuance of a building permit; and WHEREAS, a Site Plan (SP-08-13) submitted by Broward County, was approved by the City Commission via Resolution No. 2015-008 on March 10, 2015; and WHEREAS, Part 6 of the LDC, entitled "Development Review Procedures and Requirements,"Article 635,entitled"Expiration of special exceptions",Section 635-70(C),provides that the City Commission,which originally approved the special exception,may grant an extension of twelve(12)additional months if the applicant submits the extension request within nineteen(19) months of the date of approval and the applicant can demonstrate good cause for the delay; and WHEREAS,a Special Exception Use(SE-83-14)was approved by the City Commission via Resolution No. 2015-006 on March 10, 2015; and WHEREAS, Part 6 of the LDC, entitled "Development Review Procedures and Requirements,"Article 625, entitled"Expiration of variances"of Section 625-50 (C),provides that the City Commission,which originally approved a variance,may grant an extension of twelve(12) additional months if the applicant submits the extension request within nineteen(19)months of the date of approval and the applicant can demonstrate good cause for the delay; and WHEREAS,Variances(VA-84-14;VA-95-14;VA-118-14;VA-119-14;VA-120-14; and VA-121-14) were approved by the City Commission via Resolution No. 2015-007 on March 10, 2015; and WHEREAS,Daniel Davila of Chen Moore and Associates, Inc., on behalf of the property owner,Broward County Board of County Commissioners(the"Applicant"),is requesting approval of a site plan modification(SP-08-13 MOD)for the proposed construction of an additional potable water tank and high service pump building to be located at 4980 SW 40 Avenue,in the City of Dania Beach, as legally described in Exhibit"A", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS, the Applicant is requesting an extension of a Special Exception (SE-83- 14EXT)and Variances(VA-84-14 EXT;VA-95-14 EXT;VA-118-14 EXT;VA-119-14 EXT;VA- 120-14 EXT and VA-121-14 EXT); and WHEREAS,the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; 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 this reference. Section 2. That pursuant to Section 635-80 of the LDC,entitled"Site Plan Modifications or Deviations", the following Site Plan Modification(SP-08-13MOD), attached as Exhibit`B,"is approved. Section 3. That pursuant to Section 635-70 (C) of the LDC, entitled "Expiration of special exceptions"extension of a Special Exception Use (SE-83-14EXT) is approved. Section 4. That pursuant to Section 625-50 (C) of the LDC, entitled "Expiration of Variances" extensions of variances (VA-84-14EXT; VA-95-14EXT; VA-118-14EXT; VA-119- 14EXT; VA-120-14EXT; VA-121-14EXT) are approved. Section 5. 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 6. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. 2 RESOLUTION#2016-144 Section 7. That this Resolution shall be in force and take effect immediately upon its passage and adoption and remain valid for eighteen(18)months. PASSED AND ADOPTED on October 25, 2016. ATTEST: .� 'Is c 1 LOUISE STILSON, CMC Z��' ALVINO, SR. CITY CLERK � APPROVED AS TO FO AND CORREC SS: THOMA J. A BR CITY ATTO EY 3 RESOLUTION#2016-144 EXHIBIT"A" LEGAL DESCRIPTION: PARCEL "A",BROWARD COUNTY UTILITIES PLANT No. 3a SITE,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 114,PAGE 35,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. CONTAINING 207,069 SQUARE FEET OR 4.75 ACRES MORE OR LESS. 4 RESOLUTION#2016-144 EXHIBIT`B" SITE PLAN MODIFICATION 5 RESOLUTION#2016-144 DISTRICT 3A - BPv ARD IN 1 M COUNTY WATER STORAGE FACIL oww.eEr.c��oa or.��u g 9 PROJECT LOCATION BROWARD COUNTY s BCVWVS PROJECT NO. 9158, NO. 9198 CONTRACT DOCUMENTS FOR CONSTRUCTION OF THE LOCATION MAP VICINRY MAP Kn DISTRICT 3A: KTA NEW GROUND STORAGE TANK, HIGH SERVICE Reworded SSite PatatEX P-01 PUMP STATION, CHEMICAL SYSTEMS, AND Lzoning& dSurvey dUse Map 3of13 Site Plan C-01 STANDBY POWER GENERATOR Site Plan Details C-0 Site Demolition C-0 5 Drainage Plan FOR BROWARD COUNTY WATER AND WASTEWATER SERVICES Drainage Details C 07 Water&Sewer Plan C-11 Water&Sewer Details 1 C-12 Water&Sewer Details 2 C-13 Erosion&Sediment Control Plan C-18 Erosion&Sediment Control Details C-19 CAROLLO PROJECT NO. 10228B.10 Pavement Marking Plan C-20 DRC SUBMITTAL Fire Access Plan) C-2 Fire Access Plan 2 C-22 Building Floor Plan A-01 Elevations South-West A-02 Elevations North-East A-03 SEPTEMBER 2016 Roof Plan A_04 Storage Tank Elevation A-06 Tree Disposition Plan L-01 Tree Disposition Details L-02 Landscape Plan L-03 Landscape Details L-04 41r7caroflo Photometrics EPHO] nwwc 3440 HOLLYWOOD BOULEVARD,SURE 485 HOLLYWOOD,FL 33021 G-01 PHONE:(954)837-0030 FAX:(954)837-0035 CA 00008571 1 2 3 1 4 5 1 6 7 6 B 10 11 12 13 PLAT BOOK PAGE of BROWARD COUNTY UTILITIES PLANT NO. 3a SITE A N Lu n"rr A REPLAT OF A PORTION OF LOT OR TRACT IO OF BLOC.2 OF THE LOT y-.,,. °w••. r YARSWLL EVERGLADES LAND CO.Oi SECT 31,TOWN9RP 30 BQRN. r. �r 1 ELT S r BL.RHQ p RANGE.E EAST AS PECCPDEB IN PLAT B L PAGE 98 OF THE nC v((�� K 2 P 1^ L t �___ PUBLIC RECORDS OF DADE COUNTY,BEING N BFO10RD COUNTY NE- Er Y"TTu7 FLORIN. LOTnTNCT9 I II 1.909 AC B1.2 PB.A LA I= cNnwV re n� 8 COUNTY APPROVALS' I["^•m...x.e.r p,�-q :h g pR BROWARD COUNTY PLANNING COUNCIL CpDNTY APPROVAI_R ICOHTOt W Thii,is edify 1N I ,N 0,.o,d Com1Y PI°nnirIpp Cwne a prp.1 hit%1I - I of pol eA.p1e 19.1_ripe»-.I-w1Y el trllfle+e a KI.A 1N4� BROMARO CWNTY OFFICE OF PLANNING C( + 7R TN. 11.1 I. -1...A pA mc•p1e0 1•r r cw. INar=Epy o1 DID AZ ISSZ. BROWMO COUNTY ENGINEERING OIVI810M Thm Rol I•ppp er.A and 111.01.E I.r.cwA. m 3 -- p. y DESCRIPTION � p: Br N•MI�C YG.IP.E.. oi�rpe'la The MMIN TIN.Hp1UCK TMrry-IN•)335)fool 11 TNNf el Lx THIUW•IBbct L� PARCEL NAN :N C Rww-PE.,Reg.No.125" •-,+ Too(2)M Hm SoMMONIn of S•elb TNrty-°N(311,T1onW.FIN](50)SMHh. N C No... iM1-Iw 1127 Eo.L.. n Y tN IIIo1 Mxef T MAY Rot Boo• v ± 1 2.Pom 32 o1 NMIt M 1 C_ Cwn1 fMlal,,l,ip mA Nlnp 1, J h+ t J BROWARO COUNTY CENTRAL SERVICES DEPARTMENT-ARCHIVES AND bwwA —.11 Ftw1A1.T.PNII root.. .909�[.mox o Is•.. Q) drI MINUTES DIVISION O STATE OF FLORID' [ 1 HEREBY CERTIFY INI 1. -gFolA PI DEDICATION COUNTY OF .-A` N cm N N wHo IN prori.iMI 11 1 act o h rpMax IS. ...np 11 wrr.x en• Vlnp Iw r11 A 1 map pnA qel. STATE OF FLORIDA M NNOW ALL YEN BY THESE OPESE XTS I BP.OWARD n IRA Slel. 1 RMMa;apMev. •I IN. Gerwmr,IN•2TIN Ao1;-°/,Jun. CWNTY OF BROWARD COUNTY, FLORID', 1�Il Il 1 w•AIrQWn of A.D. 18)I, TNif 9,1 + «•p.A Iw r cM�N) M..Bwra I STATE OF.FLORIDA; M IN. ..dol—INA A Mow •r• ,Np cmM 5 "• Commll•iwr.of Brw•rA C..". PIMId.. INUAA.WASI JA AD. 19BI. 'Nl bn4. No N •Y.A •A plM1N •Nwn No eY M1I -;-�•�.��.•p 1- AH•.l: F.T.JOIVRON C1u°h AdIMMOmMr 1Y BMOWARD CWNTY UTILITIES PLANT M3 SITEMNIN eAAl11o111 II9NI-ol- w wK NA•A m M. yl•t I• n•np MAlc.... I.m. pWlk fw wK•r O ,V pu poop.TN13 INSTRUYIXI IBA COUNTY /� IN wITNE93 WHEREOF,THE CWNTY OF BROWMD N A Keu p By BY."•'/��'n-�Q "�'� ro N:p.1 NI r. CHAININN,mxe1K NY N. VICE-CHAIRMAN A It• I-' 1- D s c r m Bm.era 1—Y cwmnlxim ':T - __ D•plHr pwol• e1 N N. ftl.A —1. r.N..IN m h r 11 tlw COUNTY� � O D OOYY198,OM N. oat MI el AAA 19l2. -� J - BROWARD COUNTY FINANCE DEPARTMEN�T�-RECORDING DIVISION S �IVISION W YMES TNH i IfI.. 1w •cwA Im LL�a1!{A M>L}.A� ..m 188B eM BOTH IPMAN .I xcwOKN 1.rum.nBooY ` of r%1b, of mp•,3�RKMA rwI1NA. eu.Mr r1rr WRNE54�_ wws aer m root++_ AH.aI+i.T.JpW90N C.MI AAminl.rl,w TO BOT VICE CHAIRMAN to m. .'y'^°'• . - u .rL{,'�-.',+, ACKNDWLEDBEYENT A •os ivq�t IF, w wn N STATE OF FLORIDA p 1 NEPEBF CERTIFY IN., N^IN pwKmHY OpoxA COUNTY OF SROWENO NIM. m.,1 Wibr•IN 1u ((A N nn ppAA - wl— mlN old 11..KNp1•:p.mM, /81-P mAJrI.4 ISSoNI AIR'NF E SURVEYORS CERTIFICATE CMirmm mA.W[•-CNUmm r•m.,IxIT t°•CWMfYOF BROwAR0.ma E STATE OF FLOIIIDA A 1 ,HREBx CEPtIFY ,Nw IRA olteN.A %e, . °,x. CWNTe OF BROWAROF mA cwxw xpxxn,l lm ei IRA eM. rw•n11y WITNESS y N.A N Mcio1 xol I. 9]ewN Ca.n,),Ploripl.IRA.1L Ap MM•. _1VI A aK M1IwA wY.r m1 x•ppMY• Alr•c,im aM w rr»im• el%•-�L- AD 1982. - ] wr y MI1 Me+n campIll. MIN M apMlclM. r•K».m.nM 1 Chmlw SOVARE FOOTAGE/ACREAGE - 111,1111. Slolol.f.>.p.19]I, aM No o. IN PERMANENT REFERENCE A:wrw.r pmyy@ g MONUMENTS w.re ••I Y occorAwp wllh S.ctbn I]].091 1 e10 CN.pxr 11 1. .. M•�MY M +.�• AD NM. TM BENCH MANI[3 Mown en Yrgr HON °SGm nc.A_o A•NOIlenllY WeMlk V.rtIKI Dplum e1 1929 e1A cenlerm • xo o °.rw K bl1M INIr1 molar wwl .wx•. [Wm—A t[ m•ms rc,er•� MIRY B WAY. P.A. Lt Byr Ye F :e�Romlal5,rrr.Iw.YY Ati �Ns p moo]r [mlppw..%.p..1 mm Moo oIl to p CH RE F a - IILL,—11 •,41IoNp sAssocw1A,Es N q n NNFt Arca mom WJ.cu.Ax[x[..war �L Iw0erMle,FL 33309 S* . _T -A Fs isal.mwM.mmtwn¢ FWAFsUTHMIUTION RD EN393 l�2IAbY29 G DE3IGI ED .�,.` � � BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES oxpe,o G JB (V NEW GROUND STORAGE TANK HIGH SERVICE PUMP STATION, �oR1�1m,1`p "xn°n" Flwwl.c.0 CHECKED ��� �®® COUNTY ARD CHEMICAL SYSTEMS,AND SYAND6Y POWER GENERATOR 0®1• D8 P-010 w�ED RECORDED SITE PLAT MY NH6 M F TE 1 BY °FrcR2 0. 3 1 4 5 6 1 7 1 S 1 9 1 10 1 11 1 12R 13Y PROJECT NO,102-10 FLLENAME 1022NB1000ltoo,, 1 12 1 3 1 4 1 5 1 6 7 6 9 1 10 1 11 12 13 GRIFFIN ROAD Ak s ? A M � 1, R J. e C c to j i' u< r # 1 c � 2 r:` 4 E E �c Qk M � p� n p r w ;r §G °E Eo D BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES ,a�e.,o G U B�'c�WARp NEW GROUND STORAGE TANK HIGH SERVICE PUMP 6TA71ON, a'�"gONE°KHOR a cnECitEo iiiiiic���"O o COUN� CHEMICAL SYSTEMS,AND StANDBY PONrER GENERATOR o�Lmm^� sU�rrvo a �A aHL ®1' oRZ-DID ZONING&LAND USE AERIAL SKETCH 1 2 3 4 6 6 7 18 9 10 1 11 1 12 .max 13Y vnox-cr Na lozmo.,o ne wye,oaesiacaovwy SURVEY NOTES: 1. THIS SKETCH OF BOUNDARY ARID TOPOGRAPHIC SURVEY WAS PREPARED IN ACCORDANCE VATH THE STANDARDS OF PRACTICE, ESTABLISHED BYTHEBOARDOFPROFESSIONALSURVEYORSANDMAPPERS.CN RSNIT,FLDRIMACMIBSTRATWECODES, PURSUANT TO SECTION 4]2.02],FLOMOA STATUTES. 2. THIS SURVEY IS NOT VAUD N4THOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AM MAPPER. 3. A SEARCH OF THE PUBLIC RECORDS FOR ONMERSHIP,EASEMENTS.RIGHTSOF-WAY OR OTHER MATTERS OF RECORD WAS NOT rpill N PnAD PERFORMED BY STONER B ASSOCIATES,INC.T M MAY M AO MT L INFORMATION RECORDED IN TIE PUBLIC RECORDS THATARE NOT SHIONM HEREON.FOR MORE INFORMATION CONTACT A QUAUFlEO TITLE COMPANY OR CONSULT THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA, 4. THE PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC DATA FOR TIE DESIGN AND CONSTRI TON OF IMPROVEMENTS.DATA 3 INCLUDES(1)LOCATION OF SURFACE IMPROVEMENTS(2)SPOT ELEVATIONS AM(3)MEE UO TION40ENTIFICATON. s. ......................................................................................... S.W.40M CT. oT$ RANGE 41 EAST,AS SHOVM ON THE STONER/KEITH RESURVEY NO.III.RECORDED IN MISCELLANEOUS PLAT BOOK 5,PAGE B,OF THE 3 PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA. ^� y 6. THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM(EAST ZONE),NORTH y AMERICAN DATUM l8 lM ADJUSTMENT(NA.D.&"M THE COORDINATES FOR EACH CONTROL POINT WERE ESTABLISHED BY UTILIZING ¢ Q S ACOMBINATIONOFGPSOBSERVAnO MOCONVENTIOHLLLSURVEVMFASUREMENTS.THEFOLLOVANGSECTIONCORNERSSHOMNIN EY SAID RESURVEY ND.III WERE UTILIZED AS THE BASIS CA THE COOMq MS: �.1140E SECTION 38 I.A COPPER WELD WNLATE,N:828388.2W,E:818035.3W I b.W.1/IOF SECTION 38&N1.Y BRASS DISC,N:628188.421,E•818/25.432 p S,W,52nd ST.3 1 ]. THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMER ICAN VERTICAL DATUM OF 158E(NAND.88)ESTABLISHED FROM w 3 y BROWARD COUNTY ENGNEERING DEPARTMENT BENCHMARK NO.14M DESCRIBED AS FOLLOWS:-SQUARE-CUTAT EAST END OF v1 CONCRETE STOOP AT CBS BUILDING.=5 GRIFFIN ROAD,3D(+OR-)WEST OF CENTERLINE OF ASPHALT S.W.M AYE AND W(.OR-)NORTH HQ- OF CENTERUNE ASPHALT GRIFFIN ROAD,SQUARE CUT IS S SOUTH OF SOUTHEAST CORNER OF BULDING.ELEVATION•4.St4'. rn 8. THE PROPERTYSHOWNHEREON HASTE FOLLOW9NGFLOODZONEDESGNATK)N: a.HFIP COMMUNITY NAME B COMMUNITY NIIMBER:CITY DAHA BEACH I2 h.COUNTY NAME BROOM D COUNTY .STATE CA FLORIDA S.W.54lh Cr. d.MAMPANEL NIIMBER:120I1Cl(M a.SUFFIX:H 1.M M INDD(DATE:AUGUST 1Nb,2014 y FIRM PANEL EFFECTI—REV D DATE:AUGUST IM.2014 LOCATION MAP A.FLOOOZONES:AHAND% I. BASE FLOOD ELEVATION:S(FOR FLOODZONE AH.D LY) NOT TO SCALE THE FLOOD ZONE INFORMATION SHOWN HEREON IS BASED UPON THE CURRENT PUBLJSHED FLOOD INSURANCE RATE MAP(FIRM)ON THE DATETHISSURVEY WASPRE.PARM.TIEDATAC AWDINTHEFIRMMAPISSUBJECTTOCNNGEWITHOUTNOTICE.FORTELATEST FLOOU ZONE INFORMNTION CONSULT TIE FEDERAL EMERGENCY MANAGEMENTAGENCY(FEINT)OR YOUR LOLL GOVERH.IEMAL BUILDING DEPARTMENT. S. CERTAIN PEATLARESARERBRESBNT®BY TIE bYNBOIS REFI£Ci®LATHS NAP.TE LFSa@NDOF FEATURES MAY INVE BEBJ EIAMGEO FOR CIARffY AND ANY NOT REPRESENT THE ACTML SHAPE CR SRE OF THE FEATURE THE SYMBDLSIUVE BEEN PLOTTED AT THEAPPROXIMATE C@1TEIR OFTIE FFATIAE BASED IANW THE FIELDLOGTOH LEGAL DESCRIPTION: 1G THSSKETCH 68R@iDEDTOBEDI6P ATAHORgO TALSCMEOF 1 NgH•20 FEET. PARCEL-A',BROWARD CODNTY LRI(1TIE6 PUNT M.3e SITE.ACCOfmINO TO TE PLAT THEREOF A6 REGORGED IN 11. ••••••••••••-•••••••••••••••••••• ........................................................ PUT BOOK 114.PAGE SS.OF TIE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA.CONTAINING 207A60 SQUARE ......._........_...................._.......... ....... ............................�........._...�._ FEETOFR4.75ACRESMOREORLESS. OFAFOOT,PUISOR MINIS 12.THE EXTERIOR BUILDING DmENSIDNS SHOWMIEREONREPREBENTTEOVERALLSIZEOFME BUILDING(FOOTPRINT).CERTAIN ARCH! CTIJRAL FF—ES MAY NOT BE SHOWN ON TIE SURVEY.RODE OVETBNNGS ARE NOT SHOM'UN ESS OT/ERMASE NOTED. BUDDING DIMENSIONS AND BUILDING SETBACKS ARE SHOMN RDLRDED TO THE MEARESTOFE-TENTH(DA)OFA FORT.BEFORE DESIGN OF CRITICAL DIMENSIONS SHIDWN BE CONFIRMED.SUBSURFACE BUILDING FOOTINGS NOTLOCATED. 1L THE DIMENSIONS SH01MN HEREON ARE BASED ON US.SURVEY FEET AM FRACTIONAL PARTS THEREOF. 14. MS FIRM HAS IDENTIFIED THE VARIOUS TYPES OF TREES LOCATED ON THIS SITE BASED ON COMMON KNOWLEDIE OF TREE SPECES. FOR POSffNE IDENTFlCATON CA TREE SPECIES A WAl1FlED LANCBGPE ARCHITECTOR BOTANIST SHDUID BE CONSULTED.TREES GROUND COVER ARE NOT SHOWNTHEDRAVEVIXtANi EXOTIC EESASVCHASMELALEUCA,BFAZIN PEPPER.AND AL6TR TL FINE ARE NOR TREES LOON THE ATHIN E GROUP.CLOISTERS CA TREES ARE D SPREAD NOT SHOWN AN HERONSE. .LINE N OF THE TOTAL NUMBER OFTREES LOCATED NATHN THE GROUP.THE CANOPY DIAMETER AND SPREAD ARE NOT SHIDWN HEREON.UJIESS INDICATED MISCELLANEOUS NOTES: 15.HEDGES,GROUND COVER,AND OTHER LANDSCAPE FEATURES ARE NOT SHOVM HEREON.UNLESS OTERIMSE NOTED. 1. (P)DENOTES DATA BASED OHI THE FLIT OF RECORD. 16.IRRIGATION FEATURES,SUCH AS SPRINKLERS.ARE NOT SHOWN HEREON. 2. IN)DENOTES DATA BASED ON FIELD MEASUREMENTS. 17,THE DIMENSIONS SHOWM HEREON ARE BASED UPON U.S.SURVEY FEET AHD FRACTIONAL PARTS THEREOF,PATH THE EXCEPTION OF PIPE 3. (C)DENOTES DATA BASED ON COAPUTATON6 AND OR CALCIIUTION6. SIZES.WHICH ARE SHOVRN IN INCHES. 18.ME SURVEYOR NO NOT INSPECT THIS PROPERTY FOR ENVIRONMENTAL HAZARDS. 4. (R)DENOTES MTA BASED ON INFORMATION RECORDED IN TIE PUBLIC RECORDS. 19.THEIFORMATIONDEPICTEDON THSSKETCHOFSURVEYREPRESEMSTHERESMT OFARE SIIRVEYONTEMTEINDIMTEDON THE BORDER OF THE DRAWNG AND CAN ONLY BE CONSIDERED VAUD FOR THIS DATE AND INDICATES THE GENERAL CONDITIONS EXISTING AT THE TIME OF TIE FIELD SURVEY. 20.THIS SKETCH OF SU VEY CANNOT BE REUEO UPON BY PERSONS OR ENTITIES OTHER THAN THOSE PERSONS OR ENTITIES CERTIFIEDTO HEREON.ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR REPORTS BY PEOPLE OR PERSONS OTHER THAN THE SIGNING PARTIES ARE PROHIBITED WTHOUT PRIOR WRITTEN CONSENT OF ME SIGNING PARTY OR PARTIES. 21.THE INFORMATION CONTAINED IN THIS DOCUMENT WAS PREPARED BY STONER A ASSOCIATES.INC.(58A).SBA HAS TAKEN PRECAUTONS TO ENSURE THE ACCURACY OF THIS DOCUMENT AND THE DATA REFLECTED HEREIN.SSA CANNOT NOT GUARANTEE THAT ALTERATIONS THIS SURVEY IS CERTIFIED TO: AND OR MODIFICATIONS WILL NOT BE MADE TO THE DATA CONTAINED IN THIS DOCUMENT BY OTHERS AFTER IT LEAVES DUN POSSESSION. THIS DOCUMENT MUST BE COMPARED TOME ORIGINAL HARD COPY(WHICH BEARS THE RAISED SU VEYORS CERTIFICATION SEAL)TO ENSURE THEACCURACYOFTEINFORMATIONCONTAINEDHEREONAlm1 FURTHERENSURETHATALTERATIONSAND/OR CAROLLOENGINEERS,INC MODIFICATIONS HAVE NOT BEEN MADE.SBA MAKES NO WARRANTIES,EXPRESSED OR IMPUED.CONCERNING THE ACCURACY OF THE INFORMATIONCONTAINEDINTHISORANYDOCUMENTTR WTTEDORREVIEWEDBYCOMPUTEROROTERELECTRONICMEANS. CONTACT SBA FOR VERIFICATION OF ACCURACY. CERTIFICATE: Z2.SUBSURFACE FEATURES ARE NOT SHOWN HEREON.THIS SITE COILD HAVE UNDERDR M INSTALLATIONS THAT ARE NOT SHOWN HEREON.BEFORE DESIGN,CONSTRUCTION,OR EXCAVATION CONTACT 811 AND/OR THE APPROPRIATE UTILITY COMPANIES FOR FIELD THIS S TOCERTIFY THAT THIS SIETCM OFBd1NDAAY AND TOPOGftAPHOSURVEY W45 MADE UNDER MY RESPDIINBLE CHARGE VERFICATONOFUTIUIIES. ANDSACCURATEANDCORRECTTOTHEBESTOFMYKNOMEDGEAI BE1EF.IFURTHERCERTIFYTNTTHSSURVEYMEETSTHE M.THE SANITARY SEWER AND STORM DRAINAGE AS4 LT DATASHDNTI HEREON WAS COLLECTED FOR ENGINEERING DESIGN PURPOSES STANDARDS CA PRACTICE.ESTABLISHED BY THE BOARD OF PROFESSIOHV,L SRVEYORS AND HMPPERS,CHAPTER SLU,FLOUR ONLY.THE AS4 LILT DATA 15 UMIMD TO STRLDTUM RIM AHD PIPE INVERT ELEVATIONS ONLY.PIPE SIZES AM PIK MATERIAL TYPES ADMNSTRATNE WOES PURSUANT TO SECTION 472027,FLORIDA STAMES. SHDULO M CONFIRMED BEFORE DESIGN OF IMPROVEMENTS.THE SURVEYORS DID NOT PHYSICALLY ENTER THE STRUCTURES ANDALL DATE pP SIGNATURE:]P2]l18 OF THE MEASUREMENTS AND ELEVATIONS WERE COLLECTED(WITH THE LID OF THESTRUCTURE REMOVED)ST VISUAL OBSERVATIONS IN ACTNE FACILITIES WITH WATER AND EFFLWIUM PRESENT.TIE CONNECTIONS BETWEEN STRUCTURES WERE USUALLY INSPECTED OR VERIFIED AND THE CONDITION OF PIPING WAS NOT DETERMINED.CRITICAL ELEVATIONS AND DIMENSIONS SHOULD BE VERIFIED BEFORE DESIGN OF IMPROVEMENTS,NTH TINE FAOLITIES PUMPED DONM AHD PIPES CLEANED OUR.BEFORE ORDERING REPLACEMENT DR CONNECTING PIPES THE SIZE AN)TYPE OF PIPES SHOUAD SE CONFIRMED. WALTER DE U ROCHA PROFESSIONAL SURVEYOR AND MAPPER ND.Ml STATE OF FLORIDA STONER AND ASSCCATES,INC.LB.S833 KMFMrmM®MmArwrrolnn.com FOIE F1p•.urs.;ttSaaB�mB vx5 N•3Amt0n,wpt58letsAaq STORM DRAINAGE AS•BUILTS STRUCTURED. RimFIEV. INVERT ELEV. DIRECTION PE SIZE-TYPE SHEET i OF 3 FOR LEGEND,ASMEVIATIONSE-TYPE COMMENTS SEE SHEET 3 OF 3 FOR TREE TABLE C41 271 Offi NW 11 RCP MHO-i MID -I- m 2P RCP DA5 BE ITRCP PORTION OF TRACT 9,BLOCK 28 -1:12 S 2PRCP MNCORNERSECTION31S PUTOSEC7K)Nb2&29,3t MHD3 3211 423 BE 2PRCP FOUNDCOPPERWELD TOWNSHIP 50 SOUTH.RANGE IN STEEL PLATE (PLAT BOOK 2,PAGE 32.IA. J.81 B 38'RCP FND.1Ir P, 4.57 IN2P ROP \ ` NOID. J 3 FL0002ONEJ MHD3 3ffi I. N 38'RCP 'A' L 0 9 e FENCE CORNERDARY BOUN J.73 S W RCP -_ 1 5.,1.J E MHD2 ` I.. W -RCP MHD-I •, MIIW A% 19A WA WA UNABLETOA84BULTDUETOTRAFFlC / TR8T1� N LINE CB-1 2.T3 -123 N N RCP 1 j �` i/•'. F a•A ROUGH EDGE 2.3#JY1.6 -0.15 8 2P RCP ( ; a-1 I O¢q•. m OPVEMENT CONC.WALL �+ -095 W 17RCP b.6 rs b d WRH PIPE CB-2 2,08 1,32 N 21r RCP j .('� 4ID B �A CDS t•[tNC? C e -1.3] INITDIP �I 1 J • J .,s} ! 80.1• eb S w CSS 390 -0m E 1S DIP 4`95 W 1S DIP / MOJ` 'A 'C ASPH. yy C04 3.18 -024 N rap UWIBLETOIDENTIFYCON14 TINGSTRUCTURE FA ' 3 s T' CO10 SUILDING NP.1 tP.a a u P HANDICAP° d ft STORY CBS; -1.5A S IT DIP UNABLE TO IDENTIFY CONNECTINOSTRUCTURE OF ANY} �� I j RAMP•bn F.TO YCB -1AT E 1r CMP �y U -1.88 W 1S DIP nil I CBS 3.47 4335 NE SDIP INDIRECTION TO BUILDING /I A O 4 s b g I -2.q2 E IT DIP 1�A IT. 1 4.63 BE PDIP IANBLE TO IDENTIFY CONNECTING STRUCTURE OFA s8� A w ',I Aj �+s ¢•� , t. -2.38 S 12'DIP A, a+ 33. b -2.37 W IS DIP UNABLE TO IDENTIFY CONNECTING STRUCTURE OF b 'eP, p•> �••••••��� CWO SAT OSI ME Ir DIP EI Iw - Y • /- 4-+-0 .•V `16 I 097 E 15-DIP J 10 1 ' ¢e'FLOOD ZONEX BLAIdNGNo 4 SURVEY Orj W I �_ '0 _ _ _d__ .'.f.'F-E'.Ay� �-.BgSf Offi W iS DIP C&7 53B WA SW Ir OIP STRUCTUFEFUU.OFOEBRIS,INABLETOA"ULT "'•'O aId 0 CBS ASPH. �x B. 6CLF. _ ii C88 379 0,@ W iS DIP WILDING W.3 BULgNG 5 C88 325 -0.� W 1Y CMP .�- FF.EN.K^ .BIAS/ SLOWING 41 ; ui y + S VALVE ,` S` S LIFT J i F.Ea3.1 CB-iD SIB -098 E 12•CMP _ _-__�s -0ffi IN tY CMP N@3, �r ''A o. .1 FUG } d RED b Y eS dFt 5.8] A.]T W Y DIP E m ESEP 3 Q CONC A OR-2 E70 1.@ W PdP - '"P;s 11A��'spp TA m mB TIC GIPEFIPETR 6M8(�S Z LJ ••rELEC-�VLT. ea CONC. SANITARY 3EVYER AS-GUILTS - ' W0 O w PAnEL > i5$j mr PIPES p ' A'cON NX s b.•y. J, STRUCTURE NIMELEV. INVERTELDV. DIRECTION PIPE1�-TYPE COMMENTS { y ?/ v.f! BU ER OUAP MLA.IIRE 0 PI MHS1 3AB 338 N SaAY O �� 1 ye' (CONE SHAPED RPES n`'BDX 1111; 2I6 m s y? -351 5 SCLAY 3 V aq bsec `I rNPE WT. w fu '. T 'PIPFI J98 E SCLAY ; •( 1 1q♦rvTR?@�"J b PL' I f; / !SNP WALK AL •• M/S•2 4.15 535 N rCAY j 1- FT' �: + ELEC. 1P PIPE A ••, 8. SPODE METAL 0.55 E PCLAY UNABLE TO IDENTIFY CONNECTING STRUC E t� ; IF I BOXRISER 1r PPE .J META TANK TANK) META TANK TANK d.33 W SCLAY 1SAERIAL TR2W BASE V SPIPES 4.97 W PCLAY UNABLE TO DENRFY CONNECTING STRUCTURE A- +. ns1 i 0 a~�'BUILDING NC.2 PIPE .' '^s (I STORY CBS) i a F.F.E w.95' 6 NPE Pn c S• ({ CLFANOUTS AS•BUILTS WITH P�LIlE BMDTORS p ANs1;p°r. I.•ONC.WA1. I VALVE XS STRUCTURE ID. RIM EL. INVERT EL COMMENTS e4 �? Te I �2 OVERHEAD ID S 'P AKa LO-1 A.29 O.TB j d,p dbl ! _ WITI VALVE 'A 4 >ffi VENT CO-2 4.58 WA UNABLE TO REMOVE UD TO OBTAIN INVERT ' O J' •O 12-PIPES ,•• STATIGN T. JA B m1 4.47 -053 I j a r eu dNG1 PARCEL"A„ e,+ COA 5.76 WA UNABLE TO REMOVE UD TO OBTAIN INVERT ; w CONC C01• Nok,10 RRONARD CCUNTV IrtIL1TIES COS 5.T7 WA UNABLE TO REMOVE UD TO OBTAIN INVERT w .. _„•.-..2 ..� - i Ar&-.- -.'/•+.'8 "".--0---- C----STAIRS�' H32 FIAM No 3a SRE® C 7 5.52 122 MHS-7 � b •`e w ASPN NATH,�d4NdtA1L Cb7 S5S WA UNABLE TO REMOVE UD TO OBTAIN INVERT 1 I O � w .+� $ 2k2'CONC ELEC.(2)CTRL. t C08 S.BB WA UNABLE TO REMOVE UD TO OBTAIN INVERT 9P P '4 PAD 16 U E PANELS dJ CONC PAD w P PVC i Fj (PER S 61UB,,,,ppUUTT VENT FLOOD ZONE X r C49 WA 5:0 HORIZONTAL PIPE,TOP OF PIPE ELrEW ' I I s b T"SPUT) AND VANE.s w w WITH VALV CO-f0 B.IT WA UNABLETOREMOVEUDTOOSTAIN INVERT f „e'E ,�' I '0,.102 ® „F++A d b`+. 'F PAMVEOF C0.11 A28 121 ; b AO' iwlw rSTUB OUT _ o .` A(ROUGM • 103 CONTROL POINT TABLE /y LID1 'g •�ELEcl B ij A 0 NT NORTMNG EAS NO EUVA ON ON ��j;f T,JF tS VENT PEA' ANT 8vgC V e SPARKING SPACES P PYC VLT. 5 vAflKING •,g r , 1W @8A78.iB5 818719.8/8 3,55 FND S'6 R,NO CAP ! �_,�'___ I ___-.�.._ p�pE3 .___ TR3]BQ A E8�2 TRSOI 101 82BAT0.311 91@7A925 A.85 FND.S RC LB8833 y1 (� 1@ @@3B9AB 9,8741,410 "1 D. TRAV.P.US 1 ' �VO � PMETALNPES--_fi CONC --_-- --_--�-- �-----"'� LOS 82@N353 91B92E03 421 FND.NM TRAVPT.US OW- '7 14 s r. MATH IPOOLALE a .,A r[I1�B�f SLAB .,. S LI 164 @8581915 B18F38.788 5A3 ND.NAIL, SC �/ 11 `' CIECI(ASSY. - t6 GLF. PARC 1D5 @@ST338 91SO39.570 3S0 FND.NAIL.NO SC I sb T 8 AO NCE GARNER 1p6 @82669N 9181]0. A FND.NAIL.NO DISC 1���,�+s I ♦1.1'N.,1.S E. •�•"'�"•�- 107 @@A1350 919338.8A1 321 ND.Wr I-L89&13 ' + J '���V'1 �7 A�+° ND.WD L88833 rs 108 @t693ABi B182B1SA2 ASO FNDY6IR,NO CAP a A TWIN DAK VILLAS OF BROWARO COUNTY 1. QF 1171 91B374 Al FND.SIB'RC LB8633 1 @`W9538 1L187872M A20 FND.NM TRAVPT.LB I 111 @BA8].iBt 9189@2BB 3S] FND.WD TRAV,PT.LB 6B33 1 FLOOD ZONE ' AH(EL S) 9A1E L P.1M6-81Tm Fn RL F:WmY6C�15-BMI BLYf55h L�01-0min9�1f5S1-I4EN SEE SHEET,OF 3 FOR LEGEND•ABBREVIATIONS AND CONTROL POINTS TABLE SEE SHEET 2OF 3 FOR STORM DRAINAGE,CLEANOUTS AND SANITARY SEWER AS-GUILTS TABLES I FLOOD ZONE PORTION OF TRACT R.LOCK 2 OF SECTION 31-O 2 AH(EL 5) PLAT OF SECTIONS 28.29,31 AND 32. TOWNSHIP W SOUTH.RANGE A2 EAST 1 (PLAT BOOK 2.PAGE 3Z M.O C.R.) FLOOD ZONEJ 14 BOUNDARY ,y FND.US RC LB 66 1.9 OFIJS T WEST 1 ' CTR AN 613.BS'IC) .° ,M C,LF. •. W LINE NCE CORNER 0 Bty 0 e SVALVEPARCL,- '� < I:�G��A'E, ,.q 6.,1.i,W. 1 B'C,L.F. ABSY. ,. I •> OIL I t IRELEASE ty I6,1 2V I I 60 VALVE ASPH.PAVEMENT �'\�1 4 FLOOD ZONE X O® I 109 a m l l I I I I Jun �q� � 2r CONC. I bti ty u I '♦ 1 1 � 1 4 O r LEV'4.65 R.ISfin, A 4 e BENCHMARK I I R10 A > TOE OF SL°PEJ .__..�____...,A.___._...._,�_.__. e SEUKURVEY ( — A '� is `•I ty 2 PARCEL"A" I U I 2 BROW�TCOUMY3 ES'/•�� I i I�� I � W 1 ( I II 3 _I^ d R128/ w ,•N�lIl r�•:++r'yr ,d ',: r` �9JII,', ,tI �oi ^ V CONC 4,•0 7 i J 4 , 1ee 4R„B , gym HI ELF�VA PTION-33 p �;�P♦P 1, CONC.TANK FLOOD ZONE <� I p e d I AM(EL 6) a i I I I 1 CONC. 4 ♦ ° ?` ;. df,1 i:•,t•�� ,W�•�•,' t`A♦ ♦o`f°."I i J b U Art W «cSSi m 3 1� 82 , 62 ` ,01 14 ,l♦ 02 32 I�L N I 103 62 MET >I I •+y iM 82 5" FLOOD ZONE X ' I I 3 108 62 I NLDG. O ,0) 62 CONC.VIIj .'° Ba°AO•Ve./ im @ 1 Z .. CONC. 'WALL 4 �/+L�� h��.Y.——_—— I ��i—_J• / I 0 111 82 --'-`——— ]OE OF SL .�� I , SHOWER ASP".PAVEMENT a + i ' ad coNc. °• i OP E -..-__._..,�_ SLAB S I Y 1 TR10814 ___ f_____° PANELX .+♦ D9E v '/C S.LINE .�....�...«.._.«_..............A`. ENCE CORNER t t I 1 TWIN OAK VIl1A5 OF BROWARD COUNTY FNO.OFFSET 1 1.V OFFSET WEST I FLOOD ZONE AM(EL 5) Ce1T: Af:r:,ym�LY\6SB3B11B YY5 SHe u\b-tro.rgV�eml-3.hq 1 2 3 4 5 6 7 8 9 10 11 12 13 d w 6 r k PavncW car sec'na�vs�s4 as:sEc pvJzr_9p_ei 7iF Y ! ,� �, 9p E:*�k JvoZ �. m a.�,,.E < @ I J i/ " a u'r"`T-"�'*'x-t— j i`•",, ro%r soars Accnz c X) __ 3Z7 . :v Ao i /�/ n •h --____ __ s" a t�` - '- x '�—` "�., •n' ""'�'�`-- �5,_-,t '�.x _„':_""„r'�.`''. " x_-x._x= -=x'='_' A IFI•c��«,� EP.�E fPb FEMAiI Ek_ F I{f8ZTL ! I°rc ^� f r BUILDING I P.ygln3F¢w L mFs Imm 6 '¢$ k / {I +T `�` I Ia.l --- _ B - ____ __-� I• 1 I EA, I Cl ., / :.wm • � �� '1 �"^__ =>a=.e K 3 ��vwrlN � I--_-__I K.A... --------------- IF /PER FOO. 8+61GN y,:,�P qI _�[ i'--_�•- — „•�\ 1y (M MPH gEF9 -�i' k 16^" C ' FOPOSEC.5L,1GIle j /aLUMIr.LM GniE i>e I •- i_>L y f— e+s,nn.�,l..+..a.� / t r^.„- \ Fl;� e r wir I --- -- - ( 1 fl I -t sou AREA -. ____01'� (.y.� GENERAL NOTES: �- P _ d F FLow.eFOILL TE (-- _, I vulva R.Aa mcAaAvc...Nov,. W / I .�?r) a� ;� I l ;';• -� ICI `I ♦ . 1 1 rl E L, I OONTROtIFR coxNucla vxutrvwmrxenrvrxvelRMvv ervvwA o i s jl I r-----� R o QI(.i w,Ayb 7 it EXISTING BUILDING No.7 �=e/a� I uiow+MAwana.vuva,ae.lnroa.,wnamw. W' f JfCEEDS W,CE •er.NOven" F I01v FOO I CONCRETE SIOEWK ITO PEMANi IN OPERAnON FOR ONE \ AvclvuFoa OB - vEARAFTEPTHECOMPLE�ION O/ r- _ 1 I rav ro wicHe l 13'1 OSNGLE FalA H01AF.) SRC C OT r-L_- -THE NEW _- _ J _ c \\ ]0 v wv G r \ rwFvxareAWeM lNvvltAlmormAPNRvnufr 8 A 8 j Cf' � 1 ONESIceO � b ' `w., ORIOA.Asr.1 m.re.rood � I 1 EXISTING 2.0 POTABLE WATER {, I( bSt• 910M HOv3) PR0POSEO25 NO WATER STORAGETANK E C;O' FROM STREET I STORAGETANK t us' '=" I I ��yF Lj� Etl PAVEM R C �v I r--J I RO PEMMN) � I 1 r • ror°' y]r 1. O 6ET fR R i rOP Or£ N RpJM J . I i E 4¢'Ey, j oros G s LFc1-Al L c 1 ',q foP IVE EtaLr wce P 13r DFO MErEa I �.� E R _ ! srNo E�AMI EI 41 cerEc E � Ek15 TINR D T.." 7 I 1 wMIUNN ,1 sfE rn I)Fr IrINo CONVE AW'o .ry u umnwNe uu w"P Q NH DOOM t 1. I ,. t LO dN0 GENEW+i 91 �� I RE V�k ., I r �r �RgP"_GM�"ArE e �„ -� 1` ,.. .,.• © Ea _1W` uRr�e�e w.a� � i , P / F OR 6 � f 9. r i y I 1 sTAnoN _ I 1 _A PRO \ ..._ ..__.__. � � N M� I71 1 -;4 t ` , ' : q 3 REL t N a eaOPo60. ANEnCCESeORIVE r n j I vRq.� «« w II l I p: f • au aa.x, ..nc x , a:1 e1L�X- u.- ',r .�,�X._ _r_cr_x•_„_" . --"`-='� -- u owarso rnuHrr � 'x 'b--JS- x - ..tv,;. „b6W... RM-1 ZONE G c BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES H " CI I RE �� R X OISTRICT 1 B,AND DISTRICT 3A.HIGH SERVICE PUMP STATIONS �pP�Eoai\i FawiNaO G AA e V /1IARD AND GROUND STORAGE TANKS VOLUME 4:3A DRAWINGS D 3NOHOUY D9LVO.,EWTE111 COUNTY cWL o�ND HEM EO HOtLVW0p0.FL 3-H D.rE _ _E l�sEls,r� s'.reeele3Fmv SITE PLAN NO. ME DL UGlISr 1016 2 A OA E 1 av oFscPl 3 1 6 1 7 B 9 70 11 12 cx 13T PFOJELT NO.103338.10 FILENAME 1011BBI000OI.A 1 1 2 1 3 1 4 5 6 1 7 8 9 10 1 11 1 12 1 13 MON& A A A u B -------- - B ELI-TION (SECTION) DECORATIVE. METAL FENCE 7 N.T FUEL STORAGE TANK ---------------- 1 W 4 Av� 'n' .M. =I, FZILITY"' *Rir-1/2-r ENTRANCE MONUMENT SIGN(ONE SIDED) ev MzloII� 1 D D L =Wl X-"-oz. BIKE RACK DETAIL IMNra SIGN DETAIL 0 0 O 0 0 0 0 -0 0 0 0 URBRAMPDErAILS q 0 0 0 0 ILI eRE TYPICAL SECTION IF CURB RAMP DETECTABLE WARNING END CONDITION SIDEWALK&TYPE-D CURB DETAIL N.T.S. SCREENING TYPICAL PARKING FUEL TANK WALL AND LANDSCAPE SCRE N G NTA G BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES DISTRICT I III AND DISTRICT 3A SERVICE PUMP STATIONS mom AND GROUND S HIS" BP TORAGETANKS w 4ircan7flo W VOLUME*.3A DRAWNGS -ARD C-02 A= COUNTY SITE PLAN DETAILS ZT 1 2 3 1 4 6 1 6 1 7 18 B 101 11 1 12 13 g � k eo.>^ ak Rr Fe. tr♦µa1 .A♦ 9t.♦�µ ♦�� :. ! ♦.tea -- ! �._. - :, ��e°w•�%A �i i�♦ia*As°ice'�aa _- sR'4:i°k�k� �w '�y .A.'r•R�'a���A �'� - - .. ♦♦ 6 9! R,,�kAkl•s♦•♦••ealA. °S .a9 a �♦a.�' ' R _ �' w`ekkkllke kkkaakakA♦♦♦� y♦� .�•♦ ����N��,t��i�� �AAk��♦a1, . akkakkkklA♦k♦kkkakk a♦A�Y�A��.`� _*4O�rA�.r♦aa`A�•k',�A t�• '�..`a i_ M ... t'. >a�`+A�+aakkAaf♦�•t�•♦i�.�•4"¢• �a�aeaA•siliaAa.`�♦4Mks"r li��ik♦*Ee*�♦arc�, �� �, i law+•:+ L♦"♦`'♦i •"^* awtk♦A♦O+e 10 �gt;�� as♦a raakkkk♦M°r"•- ►�,♦♦ ,♦,,:s°sees®aa s♦e ,s 4. e♦♦♦ ♦ Aak.s a♦F ,# k���•iak♦ikek���i♦i♦i+aa k w .a ♦r -eii♦- ♦ a a + r ki"e♦ia�o�♦k�A�•k�'♦�"- a a *�,:�•�♦� °� .wa �1 AA�eweaa� •. { �iL%±aA�`'`o-•Ai:�si♦ ♦�gAo.�:`a�A t �a p k '+"'�a �.!•�3'.�i ♦e``AA rk n a omo IL O R I D A - a©oaooaa��® 1 12 13 4 1 5 1 8 1 7 B B 10 11 12 13 PAWNO,ORADINO AND DRAINAGE NOTES: •,[ J<• omoxm.xorurrmro.rmwra rwo.ro '{M Y <z f - -- - -._...-----........................................................................ I ne..,. /7 � - •°---------- - d -- - -- -�'- i+0`�'�'�-%ems—%-- _ 1 �� r A _.--_ p �1SI-_'-- -------•t_- -'. o "` �A I p Fea %' Jt mcnn%uunuxexm m A r "�'m' Id d —� aw�-- • i �,'7 /j JyI.77{ c.----�r.��.n-- -- -----P'♦__'{ Fy ,Cb------'L �lA'' II`I----.f sp ";`�".Y"i ...•a+,us, p ; `.u.+�r' ,t------- re e,w:ate.^• cnx.m...u.n.o,.c..mnnmwwrw.cwruc, m. ,em woWa dJ I / l� 1 I r+rt .dx I I i BUILDING I 1 • �o`u`ni`.o rewnc wr..m nwxv.wvm m..cuur BUILDING No.I m`°•r I LS 300 jf wnuwe enxor farm rou, -- 1 I I nnery cm, �_______�_ I I I / r 4 iI wJOREVAl"I nrow% I I (TORSnwal '',x' I� ROREWJM ; , I i ROREwuM L-----e«I• -- B -----1k{ I I I II ---mod /r m„:.•`e.,'c.r`xo,'u:�v.:o.x.w u..u,we...«�w",`n.•..u.e..,..m.r.ee.o.rux.mu.wr.....ocraoruwarnuu.r..xu.a.a.auw�u.ma u .. B I roor,.rsc'm a..c..rt•Im w .m ' I�lllrry/s n i Jd rdnj I I.4A p ; ima ; \f d d •A ;,� �e R,u '" J 1" m m a • YLI A s n f. 1 d I .m-- h' ,� _">:6 __i_-''{ �-_s:A-�°.�--r � \2� •'j 6m.1 Jd yy . r� _ 3RF '* ?. - • ;::f::.:..•«<K '.'.... � i It p �tlQ rl ra� l rjlj ------�A 1�1 EXISTING BUILDING No.7 I .• I / p d `1 I D yZ ' 'r 1 W L I - I RO REw�siM ovuutioR wRoxE i 6_ f :A ' // �� 1 Ip I P rows. Jt. , A 1 z% - I jtNENEW a,nv ,a-J,A_y V I r%/ IXISTING IVTOBE REGR D I 1 I ,.d CONV R DR I I I PROPQSEDY,5 MG -""•' _°{..L_____ 1 \ S / 3 1 1 I I WATER STORAGE TANK _ _ _2--- - 1�' I 1 I 1 I L mrAe n M EtER — EXISTING 2.0 POTABLE WATER III EXISTING STORAGE x� /r 1 ' I /o � .. "•'- --�i po RENeMj h�i•'{ I it I I •r I I t .-PROPOSED PUMP BUILDING f 1 let t rrt --- y a o it �h' 1 rt r ea.��p4 ri•A ' I �`_"= -%.E,j•;a_M"�LM7+!7.__._1.._�,�^�" � >L s_.i♦ __�' 1 el r •d A -- -- - - - I G °s�E° BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES ioaBa,c c carp/% B ARD DISTRICT AND GROICT UND STORAGE TANKS PUMP STATIONS rnma%eM%ox �) AND GROUND STORAGE TANKS aeKAxn oemoa txUwlN°No. 'N VOLUME 4:3A DRAWINGS CH—D °`� atmwurwo°a.w..suRE.as =. y�3 DNR B®t• C-06 a •- COUNTY PAVING, "E o REY wTE Br of RlRnon Awusrm,a uaooaes,l . . GRADING AND DRAINAGE PLAN 41.u4 N 1 2 3 4 5 8 7 B B 1 it 12 13r RAOJECTN0.toZ1AB.,o FILE—E.,o9BB,oC ..9 1 2 1 3 1 4 1 6 1 6 7 1 B 1 B 10 11 12 13 It TANK WALL ELpO WALL A A EL C CHAIN— PRoroseorxcoRATNe PCHAIN—FENCE I �NEWAnPAPgNOT =j KTAL Fcxee I roSEoe YNe xExBTNo I t.1 I TYPE PIUL 17 ,p,r j YPE a-EI—Al HATCOMME�IenNO ��CONCRETe PAO ELEV.cPo TOPAOE ATi _ ,- ---v--M,"Y`t'; ELOO ELEV.EAO i2j ArRYYYEyEyEy E ELEV.a.00 fW CONCRETE— CROSSp rIAEROCKMEe 1LER 100) cORN�CRE DFM f` OPO,EO 5—E EMI- ,Z•ENeDRAM IL.RbI pCP ORApAH!PIPE SECTION A-A CROSS SECTION B-B N.i.s. N.TH B pwci etm°c:gRxO milPcmP a.Pc w 2 tenor KiR x Ip- As I/z• SECTION A-A BAFRE NEFNL BRILIEET NETNL eC i)wncW .mla� a 1/2• �)� oxv..m ml lur.ruuw D E 1/2' C PI ILKR 3-1 11 �,.m �_U.wa 29 3/A' 1� PLAH C�� - xo uwa[ L.xrtn m w wm im or.ro My m0 ww m ut a��a<i�o aia SECTION 8-8 STORM INLET FRAME&GRATE PPaw�POLLUTION RETARDANT STORM BASIN N.T.P. D D E E F F s' G o CH I HE 9L *'• BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFYSCALES larme.+u G O g DISTRICT 181 AND DID ST.AGE TAR 6ERVICE PUMP STATIONS AND o zPORiwiva w.wwo N c ECKE �MWOaNR3 �� � 'En' GROUND STORAGE TANKS 3A DRANANGS N COUNTY �ML D®,• N c o� PAVING,GRADING AND DRAINAGE DETAILS 1 roLN4 11 3 •Rfl' MTE OEBCRpRON 1 2 3 A 4 6 6 7 e B 10 11 12 .ccoa 13 Y PROJECT ND.102REP.,O FILE-1 IOMB1=7.dn 1 1 2 3 4 5 a 7 S 9 10 1 11 1 12 1 13 nl!.!ND SE NO_ CITY OF HOLLYWOOD C-3 ZONE ------------------------- W, A br ---- ----- rtX_x x-, TIL T. el T T ------- I BUILDING BUILDING N,*.I r--------- ----------I It (ToRam" I I B - L----- -------- --- ol I c3 Q ---______.a-.--_-_---` Mi% ---- --- - ----------------- ---- ----- r x fm C % a C ql� F rri `3'A T_ —--------- D nnn 11 1 1 11 C10 r D EXISTING BUILDING No.I IQ 14 WATER STORAGE TANK x EXISTING 2.0 POTABLE WATER SI�OME jtNK T ............. _j F _,dL------ ?.dl. -----—-------—-------—------ -- -- --------- ry ------------ IL: RM-1 ZONE DES-0 BROWARD COUNTY WATER AND WASTEWATER SERVICES iRIF:SCALES RE DISTRICT I Sl AND DI ICT 3A:HIGH SERMCE PUMP STATIONS I AND GROUND STORAGE TANKS M=x=c CHECKED CH 04 0 em5jjem%@ I' camolk"nrl. B "WA RD VOLUME*3A DRAWINGS M _E 1. W COUNTY AT. WATER AND SEWER PLAN A—T Arco 4 3 1 7 10 1 11 1 12 13 1 1 2 1 3 1 4 1 6 1 6 1 7 1 6 B 10 11 12 13 Gv 1C zi1p L, nsE nusc*6v SEf TOP OF VALVE BOX Know whai%below. pEp y ¢ ev vvs TO FlNIBHED CRADE A LOCKING LID 1"• 8ll6eMreyaad9g. 4 CONCRETE COLLAR sEE DETUL Jos V. 6O.WRENCH A a FINISHED GRADE A \ ' �wxly rv®vnv¢TM,:Hvc rrcv*vs vimw mL irmXVT nr.A man T ..I. - acanF \\ - vnaR Dx sa xvrE �7.FOUNDRY 76M ALVE COLAR(FIG.GM BOX MI fMD1ilON SEE DE,-31♦ SEE MAIL 006 � Nacn�'■ FROSNEO CRAOE l o m az nv[ \ E ADAPBOX SHNL REST s�aAMo✓/ v x �E S k UrnYt KOf 61Gvi e PaLEo vi x mscTE AND N VNK OEFIEM OR%PE M.J. xpNR vrcv,r_vE N.Am—1a 6 rBEDDING ROCK 0 BE Rf51RNxE. x zmoc e¢K n rem gKcp aeXlpEa[x,i, vxLaR i + •� Psa CnOFiC I�WHEN PLUG VALVE S NOi LOGIEO NA VEAIENT UCE A GREEN (� erFi][� 65 �Esnuicm D ® HE VAL T RE W MARKER.ME DR UNE...TO N� C v THE VKVE. v y I.WHEN F�}E ALyE N NO�TKLDfAM o IN PAVEMEM PUCE�BLDE PAE VALVE. RERECIO ER TIE ORNE LWE.AgIACEM TO .c TNSEv T • naAx 6 TeX Isv.Aaml THE vALVE m L IFFiRARE9 n anWVEB v m mAx a uw m cGrzrzln Lvc ff J.WRENCH NUT SNALL NOT SE MGRE—JO'BELOW Fl B..GRADE. �' yuvc m. FIREA'HYDRANT INSTALLATION BOLLARD DETAIL GATE OR PLUG VALVE DETAIL TYPICAL CONNECTION TO EXISTING MAIN KgP, VALVE BOX N b, XrM■N■xNi NTs mm.s ... v.s ••• arM•rs mAc .,. .MI■M"•aa .0 O D w•neem 've.rrw vK Tanawv p¢vwru Em ✓•I -raw wvr mRFLTXN _ ALVL iRa1 • � .ee•vr xiw ~—T~ DETAIL'A' � I�— � E _ ALL E I sac aclAc .•.�nm �e`""x:xx..n ,a,L" 6,n 1 �� .m.•w �aW a,� �.a,We.ea x �¢:d.:o. a�wm, R.z s,o�E ,.•vWa.,�.A n.e....�.. ...m,K �,m..e i 76.'a` F .��emrmH �. F e..ve...w 'pATE➢FIRE SVSTEM:w�vu•u+..e m w TIC rcRTvz"�—V➢EDIL vnL xR wAu v vr.s v m em.un a rm vov,r:am moert m.r..ms Ian a na.v nm .evxo v N ma.e @r PRIVATE FIRE PROTECTION 4". 6" 8" DIA CONNECTION FILLING & FLUSHING CONNECTION WATER SERVICE CONNECTION METER INSTALLATION FOR 1 1/2" OR 2" METER VALVE COLLAR AND ID MARKER $ DEs,�EG C I E 4jjjr�MRAF p, BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES IIG...,. G Fw Q �A D D DISTRICT 1B1 AND DISTRICT GROUND S HIGH SERVICE PUMP STATIONS D ,/{`R AND GROUND STORAGE TANKS onrca aEonN.wwc RAvnNallo 7' VOLUME 4.3A DRAWINGS ECR „, JAaO HGLLrWEIOG BLVG..BUITE Xe6 .. CNAL D®1' G C-12 CN EO —LYWOOD,FL0 , CC�Ui YT� DATE %vNEresaesTB060FAX,reM1BGTaDBs WATER AND SEWER DETAILS 1 MUM NO. REV MTE O�RIPIId! AIXYIST1016 GOp00R611 • ■ 1 2 3 1 4 6 6 6 B 10 11 12 oR.13r PROJEOT NO.tOttB0.10 MENAME:IM]fiB10C G1 ft 1 12 1 3 1 4 1 6 1 6 1 7 1 6 B 10 1 11 1 12 1 13 NUM 7 BD EYIsn'e eau uo RISC �"— °Iainaeevla°w`ircei'e�.N� a u A acsrmAno.PEraas cawsE uPwET nn., nw avers EFce To rAvrs�+* �I.��y_ I,.� s, s-�. A IT EITISLE WAraLLEPLK s w rsa v f5¢ . cr Lovrx•ivrcR Rau MEHR.—TIE 6 r� ,`ER � E = EN w R aaR N A ,.� a�a aew� N Y n. E.�a TY,9< EMP Pw—ES m N wa E f F R AAEHrD sxc N r-TssS'.� � wRa� 1 13 KDD NOTEMRTo_ E FQe Ll'Y""mK Eww P NENUN n III ALLPPE w aNa U, E N, MRNO :�wTN.LRmEMa==w� PPr wm TaPw. ���T�® %:� R a , uaEss orrmwrE srrESIEP.xPPoc laruw.sanii ,wuL sR.0 .s mmnENT vlw IK EN®.wPa xwP-ra s ..vw . weML eE NET NEE rErue vml vATLi�o�Alomc omur. rm a IC-CT.K R MIT EaN. N a E. NN wK, waowt w n Nw rw�a —I L —IS IF A 0 TO IT M-PENEiiT�s'—E,PFR AI.Mi Na I— C mr°�SPN a acwnaco,s r NER—S. swu ec d our.0—r www Mm rxuw rn swit wvE A Imna m o C Ar.E SIDE le LJ1TelnEIS➢,vu Nc PUT, v.rx. .. raE w,wwL na wvEEw wNa IN N:snaaa¢rria.—ENE— INFAawATTON IS Ylwl®SAE EaOETTT CD w E[i6RaET w aE[wea arm sinrt aww vUm TR rm tofta¢AtID6 NNE aEraw[wrts RESTORATION OF ROADWAY SEWER SERVICE CONNECTION AT —UT��Mw—DE I. NR.a.,aa��ta I. TRENCH DETAIL CUT FOR UTILITY INSTALLATION PROPERTY LINE OR EASEMENT LINE Mmo�,r PRECAST MAS D O a"a"" ina avw wr WATER MAIN SEPARATION IN ACCORDANCE WITH F.A.C.RULE 62-555.314 HORIZONTAL JOINT SPACING O nacnw — fiRSV D OTHER PIPE OIOSSINGS(J)(A) IOINT INGS CENT T.� SEPAMTION (FULL JOIeR CENTERED) AN— N01J-PENETRATIND *AYY X+ mARNv wATa�(il ii N �i.nr ma R.Vriva PICKIOLE 12 Nna E s,m r.r w SANITARY F-- —D T E _� SEVER P,ars.ae 11 ari.n vrce a...� ; r———:3 — sewERATI P.ve.�y n y rli0.i wATw � �� xvxrz wm mn E�T E---D F u mw.vo.aNra QO N.mawer.e uaTr..e, Ae N Es:I.Au erAlac swrcKES ID RE urcxxrco. n_IwA.ea wusllwww a«s mwE mNc.rloE.wl,wmw<Ts°wl.. seww maea Pl>e TnewwNw sewawnoxls lzluc„ss. F 1.YNRPAI MFy,H1E:cam Iss Iffi,rPILE 365 LEE, I IaeeuM RTIGL MINIMUM EEwRAnON IN EE� BY i�°.r.I— J.CON6SWLLBENLTIXTCAR (i1�HrtAwa s> sAxn�ar sewn wrlwe TIE eortwn cr ina wnrta vela lsw°Ar IEASTslxcaes Awve TIE TIP Txe sxAvm �'NMERW- �ILI"'�EIAu SIR__ (/)ie• a REQUIREDS,UNLESS OTHERWISE APPROVED. INVERT FLOW CHANNEL DETAIL MAS CONNECTION DETAIL WYE SEWER SERVICE CONNECTION MAS FRAME AND COVER UTILITY SEPARATION G CH 1 RE •*. BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES ones to G O d9 N BI �R D DISTRICT 1.1 AND DISTRICT 3A:HIGH SERVICE PUMP STATIONS AND ao� Le� ._.N_MD. c �� ,� ' ` GROUND STORAGE TANKS 3A DRAWINGS f,#,, � — D®V C-13 �9 COUNTY WATER AND SEWER DETAILS 2 WTE OE.c I-- � � vOLU AE N 1 2 3 A 4 6 6 7 6 9 1D 11 12 waP13ar Y PROJECT..,101 EAD FILENAME'IPY1981O_(II?Mg 1 12 1 3 1 4 1 5 1 6 71 8 1 B ID 11 f 12 13 I + I _ l _ _--- _ A I /I J '�J ..x,...ww, V \ w r.aor.o.rvc..uwra..mmm • ._-•F-%-.- 1___ _ �� / - _ • e cT` �I A '< 1 I I; �/ i 1 I / r4- '$- 1 1-----r=s__� 1 » - •c '/ "� /// // I , I-�___- �d I .. i • i LIT___ _ �J--- t { - CONSTRUCTION NOTES" 1. CONTRACTOR DEWATRING BASIN ii L __ Ii �^ BUILDING I .� LOCATION SHALL BE COOROINATEO I J L BUILDING N'.1 L I I r-__ ( , 'j ,--________I IN LOCATION SUCH THAT IT WILLOWNER AND S�BE ED NOT INTRPEREWITHTHEDAILY OPERAMNS. THEPR1 / jg I _ - I I �__� L__-__ .J-I-_-_J i - I I r -- 1 1_-_____ / 2 EPRE ENT TIELUAITSROF NE E1 , I_ , PRorosen CONSTRUCTION. 9 1 //;� _ (•`___._C1 I I _ _ __ _J i noalq MrFn g� 1 r- _-r�-='� ,lam ----- ,_------- I I _ r r II I I I'I f 1 __ AlL_________, D D - I I#1 1 I I r EXISTING BUILDING No.7 O I I 1 B I , , ' m , -------------I EXISTING 2.0 POTABLE WATER E y+ - I � E I I I y � I � I i \ I I _ • \ / I I i 1 I I _________- •rz..xc.Pe�roo,•ar,n I — F % i j �1 I 11 I ; \ __________________ orgmxmm---LI-- --- - ------ _- I I , ! 1 i � I 1 , 1 ® _ --L —L--L--1 ----- ---------- - --- ffi1 1�1 I s 1 I J '.,, _ `-1--J__I eroxen,rwnnwe nxr mm •: -�-__ ____ -___--___:_-.-.._:-_ « ` I ...........................................-- 1-J I A I I •rwx ouc wus�aaw,v+o camry I ;x n wEn BF � 'WARD BROWS RIC COUNTY WATER AND WASTEWATER SERVICES u w E AA s ,oc N,N CHI � RE �­�I] DIBTRICT 181 AND DIDSTO AG TANKSSERVICE PDRAUMPSTATIONSANDGRDUNDSTORAGENKB3AORAWINGS0®I- EROSION AND SEDIMENTATION CONTROL PLANBV RLLW6:T1i6 J1 2 3 4 8 8 7 S B 10 it 12 13 PPO.�CT ND.,03�0.10 RE NWE IOY1BOfOCO,AEay 1 2 1 3 4 7 5 6 7 B B 10 1 11 1 12 1 13 SHEET FlD4V APPULATION_SILT FENCE .e.c e,uu eEm.Rmoe CHANNEL FLOWAPPUCATIONS stnwaTeumiEe ameuD].oevm.m ErgT.R (m�avenily —D v+ene wuo[vn 'm ae}�KOR WFAWN0.a16rt boµE b oPox atV.riWeM WMq�aav i�(wunl.ewE lRaxxpDutD� ofive.iunvovWTr'" iq�'xExDx�T�eat �_ 1ED.wD �aEx]mr,E Ewe alE,nFD wa6ExeaDxYA� �C A �u�sst Awl,euv.ns.c"w,wo arrroir�eroDEn�.MCE r.e em vasT �usE wor me]nwo wE]itm.aue]�.s.DUDEw.m.aw imnw�(". rrR a,.aw� Dvxnremwrtv]iw e]aox __ ovt.e Rtm ra]cE MAINTENANCE —T.Tow. SECTION A p sr A,"x , Am).v.nT.r 'pxe xrDa rtmaeo ra+c'mNE M.rn] Ta e.."m]"auLRw]Rerm a"n. o.rx'+w icun¢v wm T.EoxwxD. .+tLgEo��nryuxs.w R'wwoE �moxyrw.E.onw smerar.v.e"cu e.artuEn.wn¢sasm.m.ctmwm NOTE: sruaAD Exomty "tpT yEex D.mrortx ¢Tirt mx�srxwv.art x�n�Eticituv eE DEVDa]sewnn eendawurgtut.m GENERAL NOTES six ,xExvnU rocorn.a.SEDYRrte vnan.erE� or T.EruinreeeatohD / DEa� A (A De� DAa�E.� .EA"...�rt rm.:� D�DDN.Lroe eELaU eD�w] ,MT xE Dorta. rom ;. �taa7.� ro� D.aQ w.e]I \ ,e]"anrnr>.wwi,ww.aaat.D t<,sm�wq[waov[.w.r,wmc wo ..E]. D �tPM,we.DR,wo-w..t,atTK .... _/. cN��+o.u.x�CE T9,F \ �SEE bale..W aavF9 av],a.Mrten avFa M]r..E m.aE vaa Txv PUN aesnx[D uma�rmcTvnTow]xvae�a unRna _ TYPE III SILT FENCE aev.Tnx TYPE IV SILT FENCE HK11pM �wnnu�'x�xrw,Tvi.`vnBE 1':xrNx*Nxw,a®u+o�xaa ..ia.iEi:�Teox;�wfOOiox]�.i oowiitw. C ..rx `�'OVw�.v.�Da'wE xriav �No.v r''T wxr.cnxire " m.cca,aucTo,Rr."acuws.ctwers C -" !'- GENERAL NOTES xFAwnNe,"wrorew em"axr ]vEvr�iq.� ®.u.Dw.rrrEE""L* w.cm.wrcEwmu,.xr,e]�t,.n. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE y,T � t raxEroee ue®wR]�,..oEamNETn w]oee.E.Ntcv.]m. :v'-- `.-� oor,�aaN.t>tiatnrNe� .. .,....« a,.,VEL1.W®DAffE La,rRwE w . roW.TD..w . a �Anr — �mRN� J SILT FENCE APPLICATIONS ` ]aualtuDx"LD..oEToevcoc..r�rm]a" 'xx'oEaAse°.i; D �"ur.a �"�-.' a vmeDRvsTo.To -�- �amcwTee�iaLwR D vwe�.. pRECTNMI OF Rlf°OFi WATERS mse III vawExiT.,E s""utE IIIaEmmmiL LL J� a.aw.wa.rvMv __- - .cro.L artE VE..axa.Hae. onwNsrmsrEo ox _ tl eEINEEHPoere F.eerc me]tovx SILT FENCE ATTACHMENT III � I d EnrNE I w E 0... 0'� vuwre.°.-rz�r'rele','iw 'w,ei�rD'i`uo'i] iusffvoet". ° tee. ro:."..W z wWO°0.ete.•ra."srsnwn."..ee un®. STAKED SILT FENCE �J "» wa.tan ......".. .rr.wvA.E."]cE.a.cars.uDEx]omT,tEeon,at aF+,E DOUBLE ROW �soD ter"¢ _em]Q e]svecrou.EPAx caro.a rwdncw�veseex,trocnrewn rows _ - _.__ - N"x A. F Q F - '�j4 a. 1E" "" "'o"" �.u±+„eten xacawrna.v.mcr�'warlroT„Ewae ^' 'ta.rz 4. T' . ama"oO®n'"iw""o`De.� u"rEn�wmsw. A A w ,m ,eD zm xs xD .eo N �m� a.nxo�Te�`"o>�T�".wcmrooD,rwaKw,.E � ..eo.. eaxtman`emu.� _ ..rn.uom...msEn.a„roE,emeu � NFLFesmPw.e"oL'm,�v) S CTION A-A _uxewa,:DT�o .emurusx®uu _ sAT _ """' °"'si' RECOMMENDED SPACING FOR BALED HAY VIEW BARRIERS AND TYPE III SILT FENCE g SILT FENCE INSTALLATION SILT FENCE DETAIL AREA INLET PROTECTION DETAIL u..s k NT.S. N.T.e. G °E E° CH t �`c Bf It BROWARD COUNTY WATER AND WASTEWATER SERVICES RIFY SCALES ,DY1lB.m G'WARD DISTRICT 161 AND DISTRICT 3A HIGH SERVICE PUMP STATIONS AND vxoD.E.cxox __ c EeB „ulstrKi.T6 w ®�� ' ,: GROUND STORAGE TANKS 3A DRAVANGS Oast 1' C-1 P o 7 COUNTY EROSION AND SEDIMENTATION CONTROL DETAILS ®w.wrm—m V 3 .KIT D e 1 R tea. a�4 N � —2 3 4 5 6 7 B B 10 11 12 13• FRO,ECT w.,.MB.ID MENANE 1a't3]1-11A. 1 12 3 7 4 5 6 7 a 8 iD 1 11 1 12 1 13 51GNlj�G AN IN.G.140a5.'� CITY OF HOLLYWOOD ......... Jmv C-3 ZONE wl�—F. r- r 7 --------------------------- zI ZErR;�.- YE C A X.L. �:,WR A A x ------------ - = \\-1-- ;71 ---- % 4-1 ---------------- BUILDING (TO R—N I I L BUILDING No.1 1 LS 300 r-------- -A L I ---------- (To aE"m I I(TO W"M eh. r-------- L------------ ----I-------- L �ewoc- R- L Li A rz, ------- A ------- FIRE ---------------- Zia ------- (To= c >\ ----■ --------- A ---------- - EXISTING BUILDING No.7 0 I . ..... ......... JOFT. ---------- oil PROPMED2.5MG WATER STORAGE NK -------- TA --------- .0 POTABLE WATER S1�0 ''Eo NK L Tm 0 Y p1pp, IL --------------- IF F I \,11- 9 PAR.. a I I 0— ---------- 13 13 LIFT ST—O—MP) LQxj L RM-1 ZONE G DESGroREDBROWARD COUNTY WATER AND WASTEWATER SERVICES vERIFYSCALES RE % DISTRICT IBI AND DISTRICT 3A:HIGH SERIACE PUMP STATIONS 0238B IC G AND GROUND STORAGE TANKS 4arcamilb- BRkf,,WARD VOLUME*3A DRAWINGS CHECCML KED C-20 j j j COUNTY PAVEMENT MARKING&SIGNAGE PLAN 4 1 2 13 4 15 6 7 8 9 10 11 12 13 __E 1 12 1 3 1 4 1 6 1 6 7 8 D 10 11 1 12 1 13 0 1 A A W I // .Rrz.-- 'Tx a--fr _ _- _ ____} _ ----- I I 1 Ij // b GI` '7--- 1 J r • I I I I__. I� :Ik / I I I s 1 \ c "� 1``� 'i d y.—_---lk+Rr'i..—_._._.______i —i�/ ,� �` -1 \ `\ y r 1 c w.1„PP.� x SW 49th Ct " ----_— TT i ? ' D _ " I caNraucioR io rwNruNAuw.wvwE OEeI°ruiE°RRE r ______, / 11 I i ' CIS '1 ■ D oERT/,ttEee lvt daN°c°NemucmNnemm..ecEse I nmr+�nemw.r r ``v ` I 41 1 /II UIE Ml6T RFAWNIYJORRIALCIEO.T N.L TnIEB NA PR°ApE , I ` I 11 i � I I I i! d I •'fdt 1 V 1 I I .Np BUPNRi 350 PBF.FrEMPONMVORRTRIILT,ON Ie Sqy 1 I If NELEB .THE LONTMti°R MUST NOIIPY I,E BROIMNA fl___________J I , I I I 1•' I 9ERR,PROFFlCEINApl.VJLE I I__________�_.-.p___ � I 1 I I I n I , I I I ' k�e IIN /d I 1 1 I III I I 1' I I � Its� ' •; b------------ ' E ---- ' l I I I I Ik r l onn.w,wnn. , rwl i / i i ' IC j , E I I I I 1. e •1'r�' ; ; I:.Y.I ```1 ^ �—--______I I III I k 1 \__ I \�"l__'I ' � 1 ————— — ---'----------- -----------' 1 I' R , I I 3 F I . F I 1 I G E ° I RM BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALE a G VIVARD DISTRICT 181 AND DISTRICT 3A:HIGH SERVICE PUMP STATIONS AND oy',u ouwfw opwwlNo No. COON GROUND STORAGE TANKS 3A DRAYNNGS f3 NEo avl. D®r C-21 3TY°ATE FIRE DEPT.ACCESS PLAN DURING CONSTRUCTION are oErrn®noN •uw,sr.1. °1.u4 No 1� 1 2 3 1 4 6 1 8 1 7 8 1 B 1 10 1 11 1 12 13r PROJECT NO.IOY 1. --E 1-1-13A. 1 12 3 1 4 1 5 S 7 S B 10 11 12 13 0 1 gA A S k' � /// •--�"R�-•*++te+�_�x—r�-=�r--x—r-_fe--lr-iR�er-1r R . - _ nRE DEP mu vno'noEn wn io'x�oE ' I LI euaRwa N.1 _ .� __> &p1EMAu"RunBB TEO i,ILL rw`anNo I I I 1 I I I .. m,r___ l _—__ PRONOE WN.13.5VERIMAL QEnRPNLE.Bak RE— I f I 3j 1 i //,/ I lil j '"� I I war•I-- II , cwvncnoN,woeLwPrnrzw PBF.IEE:MPORnRv 7J11 1 - -. dlli II wm• _ I I L___ -IJ-__J / e ,vo•r scicEww+crNon I Z _ ..e. I II I 41 n� - —- SW 49th Ct ''•- rr"•rxucx — ————— p 0 I 1 ✓r II 11 1 rd I I I I I I l 1 I , 1, I • 1 / I I I 1 , l•1, II I I v QI E 1 __ 1 _ • � j' I I I n j�`'"''� II 3-•—�F r-� �� 1 o I 1 ___ / - . I .. 41 I 1 -s-�`_•-------- --emu..,u--"--- Q F 1 H I F I I I 7f c °Ba WN° CH I BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFY SCALES '1OBN E, ca ®��' B�'� V1/ARD RE DISTRICT IBI ANDDGROUTDA STORAGE PUMP STATIONS °Romd uEw"xxOXn Rw—BGao G AND GROUND STORAGE TANKS VOLUME 4:3A DRAWINGS cHECKEo 3MB Nn.lrxumeLvo..suRE.as �!- uni 0®1' D G22 ! avow Fa�z lead anams COUNTY FIRE DEPT.ACCESS PLAN POST CONSTRUCTION "E REv wiE oacRwnoN Au T`— uaaaaent • o<u4 No 1� 2 3 4 5 6 7 B 9 10 11 12 13rt PROJECT NO.la Sla Fll—E:104BBtB[]lW.dxq 1 2 1 3 1 4 1 5 1 6 7 B 8 10 11 12 13 tOCC �- T T ire r,•C ri, �4 A O O a g WKROFEwK,FoR —ate-- — ----" sEE�n�,w�ltt � _rW I NI �•' ——— � ———— �oc,r,umm+. Eu i e�:i"wwu�. - ovElwEanrm.aww ! '� ' O FnFUE).nP MSFIooM �r ELECTRICAL ROOM B — wF oe.w B O i I PIIP STATION O I m � _- --- ---- --- g�y� I AtnaaxaN FIE)u� / )perjEf O RESTRN I LAB/ANALYSIS I I J_ I .� 'RpF' •� 1 J1 -------------- D O I AIR INLET Pi y ✓'\ jl 1 i ��. AIR OUTLET d E CENERATOROOM E SODIUM HYPOCHILORITE I?I f �exnxi119Fffn ::I� X13 ANNONIUM SULFATE $F — O O O F ()BUILDING FLOOR PLAN M a FIB:FRE G DES Q AND D�,FF�` BROWARD COUNTY WATER AND WASTEWATER SERVICES RIFY SCALES ���®'®� DY R, , DISTRICT 1B1 AND DISTRICT 3A:HIGH SERVICE PUMP STATIONS AND wx„wo ����'o G �1II ' `11��ll..// GROUND STORAGE TANKS 3A DRAWINGS C.E.— COUNTY --.Cl— o®,• A010 Au�a:zo s BUILDING FLOOR PLAN . • E v 1� � 12 1 3 4 5 6 7 6 8 10 11 1 12 13 L vRaE[ixoI—.ID Fa[rur.,[.lovmlmwoo,.gn 1 1 3 4 5 8 7 B 9 10 11 12 13 ' DCOHfNOL1CN"B PAINT COLOR LEGEND (aNESMNwiuud -L PssNVA,r, eA svusa Novae Sa` y,A n'c`,' yxt.kx'a4 !�, �: enrao ooiuN A r R § sre RLE b Fxnaevoam C C Qe wEANEaa wuiNc oew �araeA.vEN MEcn mvas� �1 WEST ELEVATION nooFuwNscuvFEa.ranareroA °�no�aF�a6s1YPven� �naAO DcwNma„p D a+oeamucr rwws �unvu.we D scPFesw.0 ti � �xs... ��' �1ar'a`5.:,�,'"w�" aa��- xk � ..�.!."r 1a o-.-,"s �'r.. �" ✓ ;ra �a 3w sr�'•ca,..,. y,,c ,ar�;'�.".' �,� aS°>rx,`,�. � �'." "s €'rat. xyn y4, a.,'§u�.Sa ,x.�.�"s N A d"��a k ,'.$ .a3 x�' ;.r) +�a,a�,..�5kv ars_;i m4��...r s.c a' `.,"t�'#:,i5.�' :h-;•.! t u �«' rkdy �k A�y,x r Y� �. :,"t acti is;�;, ,`�;9 r�;fi � "�5 E E x i'r."a `• v n t r F c 7 LL iNf®awxa � -_ F��AxE mµNa�aF�r�awe Qe — NFieiOFn(E iuM �1SOUTH ELEVATION F0.E'.FRE D +„ AND BROWARD COUNTY WATER AND WASTEWATER SERVICES IFYscALEs ,osaes,o G Day �R, ' DISTRICT 3A:NEW GftGUND STOM STTANK H16H SERVICEWMP oa Ew,; ow.wiNc No cNECNEo ����®� ,` + f �,LLLLLLLL// STATION,CHEMICPL SYSTEMS,AND STANDB�POWE RVICERATOR — COUNTYEXTERIOR" "".I. To,s SOUTH AND AESTNS s eETNo. 1 L maecT No.,or�e.,o Fue NaMe,mam,mwozaP� F 1 2 31 4 5 1 E 7 1 8 1 B 10 1 11 1 12 1 13 PAINT COLOR LEGEND Is,RRww wuwAs cwarro R+owro ewAEOL MINER f A A oouAB ew,eoro $}R >> �`•. hv'.k T441."itT '+hk;1 "ry: E WIxIE BW IBWe A } ' 3�w a c c V F--F IE a ovAlB�lfO CNOMwecurPEn�N]N 6�oEf�ue�fruo�iiSM VrAU�xxmv p p uoP r .wo w.,ceE.E erarcrua.�mw�.E E-�- � a E f b E C R I b e�-vea F BQ M%,OW M!TAL OOOAwnT lugE veoq TNu wALL wAUOPExuq Fpt EwIAUe,ow. REYOVABUe TtVSWBOVE sEE xvc Dace�oE oErnu D AN U0 0 5 / BROWARD COUNTY WATER AND WASTEWATER SERVICES ERIPVSCALE$ g gRp, DISTRICTANEWGROUNDSTOMGETMIGH6ERVICEWRAP ,y p gAwlwallo ,/` STATION.CHEMICAL SVSiEMS,AND STANDBY POWER GENERATOR B®1 P A-03 , COUNTY EXTERIOR ELEVATIONS eTNo. oEawvrrw AAearo ' NORTH AND EAST e 1 J 1 2 3 1 4 5 6 7 8 9 10 11 12 13 B no sao R.rr OVERFLDW UPPER .-M IADDEA VATH CRDE A TYP NRooF OAAw+ weA PPnA�E-WA.TAl"E q 8 11 8 f f f f tzQ I ��R�TAPEAEo R Aoof wgDutpN: I I R I I B I, ATAWFPEAN,EIEA NTAPERED R EAIML WU@f. TOPPING E­ DEAD I g DN IDE T DEEP , c r c L——————— r2--- ----------- TZ----- -.----- --� ---------------1 L------------------ ---- ---------- —�--————————--- ---zr------- --------- ------------------- --- ,I I,I - PDDFRI ARARAPET NAIxc� D 'tL J_-L- ____ ___________________ _____ _---- -__ .. __-__- _--_-- ___________ ____ ----- ___ ---- D it ¢ I y{I 1 I FORSDPPLY cJ- - � 1 1:1 it III I :' 11 AIR—aoaFNnusr E 1{I -ID WRH TAPEREtl js E R—, PKdID ADOF INEyIAAINJ .. _ 1 j :::::3 ,.I F ArzsrP..».rnmP�AILEAi�W,vn, sEE DErAcn-izurm TMP F 7 B ROOF PLAN G DESIGNED //�� o- BROWARD COUNTY WATER AND WASTEWATER SERVICES ERIeFYSC�oNS ; ;;a G �M�®�® DISTRICT 787 AROUNDND STORARICT GE TANKS M DRAWINGS STATIONS AND oRpµu w,esy �muD N cNECAEo GROUND STORAGE TANKS DRAWINGS CouNTYARDNAE<nAA o®r DAA04o. A .m s ROOF PLAN D o.D4 N E 1 2 3 4 5 6 7 8 B 10 11 12 xwA Y 1 L PPDECTR0.,0IIEB.,O FIE NAME,DaaaRI0pM9W.Ep� 1 ? 3 1 4 1 B 1 6 T 6 S 10 1 11 1 12 1 13 KEl'NOTES: PAINT COLOR LEGEND is,ar,w,r,vrcawtacuoReERowN) OR,OwN ouroFPasrtpN.REPEE: roNHxNacu cuvnrws FOR q eYAlOI IuIE I MAdEN E%IiCftOGIbNNq OETNe. eND OOLIM ;9N ENiY A . BW EWER snaeafre.E F B B ve,nwroA ea-� �.-oP o ErnEEN RE,d,r 'Al �JovERPiowm )-, rout suaiACL roP ae cope _ ��'• � a d oeen Nc`aavE � '� C PN EO TAN J TOP OE DiPIK UE�MVI `' _ 1 h _ BURe E i 4 v D F AI � Tn allowrt ❑ II uooEP o v w \ 4 a E I E C rwa�wvanuwcowcncre K °usi 'N'K _ rvrrxoe,eeuvaw� 4 � A B P�rouu:wrxsa -ewEwAu�cc,_uKArcR roM+ru,rNx F ORAGE TANK ELEVATION(TYPICAL) — A .E�E,ma:,EEE� F r=J=� w �w�„ BROWARD COUNTY WATER AND WASTEWATER SERVICES IFY SC&ES ,o �uj 'DM DSTiCT1BiAND08TRCT3AM(iH9ERVCEPUMPSTATMOAND fgye"E p� ognWupHo Nn — - --- -REo GROUND STDRACE TANK$3ADRAWINDS - Opp��P A-D6 - - s caro!/o COUNTY STORA�GE NK •"°°"E"°"°" � - — 3 wie s. Np19TMlE • EXTERIORELEVATION "�"+ r .. 4 1 2 3 14 B 8 9 1 10 1 11 11? 13 ., P%aIFOrNO t@}BB.,e FlLE NUE:,M]BB,OOMWI.Upn 1 1 2 1 3 4 1 5 1 6 1 7 1 e 1 S 10 1 11 1 12 1 13 I CITY OF C-3 ZONING HOLLYWOOD EXISTING TREE LEGEND 1 /I i , III,,,/ L'8 ->�"'R�Tv.->�z�.=�•"- -�[- ��F-Z,-- - --•-- =Si z�2- �_z-x�z__x__ __x__ x__x_�_- O _________________ �- EXISTING TREE OR PALM TO REMAIN REFER - INVENTOR ____ _- _- , e • s - - 'S SHEET L-02 FOR EXISTING TREE REMOVED.RE EXISTING TREE OR PALM TO BE REMOVED.REFER A 1----T-' - TO SHEET L-02 FOR EXISTING TREE INVENTORY, wi � , II s___ 1__1____ _•_•� 1 r xA ,____ k I I / f_ __ ____e _ �J / / I I t1 EXISTING DENSE VEGETATION MASS TO REMAIN. ASPHALT } /I S I I • I 1 1 1 'k I I / % j I'---_ � I i BUILDING r------- _= I TREE ID TAG.REFER TO EXISTING TREE INVENTORY, 1 I q i 0 II IJ L BUILDING NO.1 I US 300 I I - --- 0� SHEET L-02 I �ii i., I I Ir a i l i • i 1 i i III J I NOTES I I I ,✓hr-- Y I I __ ==z_ I L______f_-------� � TREE LOCATIONS AND IDENTIFICATION PROVIDED BY STONER B ASSOCIATES,INC.REFER TO SURVEY DATED 05.17.16.TREE CANOPY F I Y ------------1 I I• I SIZES DETERMINED BY LABINS AERIAL PHOTOGRAPHY AND GOOGLE W I A I /A w1 I O I I 0-4 \� EARTH IMAGERY. v / / % mT ��-----�--� 11 I I______I • `� REFER TO SHEET L-02 FOR EXISTING TREE INVENTORY 8 TREE DISPOSITION. BUILDING NO.3 s_r BUILDING NO.4 ASPHALT ROAD THE MUNICIPAL BOUNDARIES THAT SEPARATE THE CITY OF z BEACH AND CITY OF HOLLYWOOD LIES ALONG THE NORTHERNN AND /� EASTERN BOUNDARIES OF THE SUBJECT PROPERTY PLASTIC TANK VAULT p : BUILDING x >< ON CONCRETE ■ 11 I C ao. NO.5 PAD �a \ 1 C I �- - I I- N J a . i ` I ' I I I +a 7•�1. !11 1 nl � i I 91 I e ec-a rr=-11 I IIII I i .+ I j `o I --I ■ I I EX STING DENSE 1 I `_ III L_L llllll..........��.�____�....LLLLLLI I, ---__`!lle�J ^YA` I p ' I 1 VEGETATION MASSING I I tr 'll _L= _________' �__, ____TT�'- I OR REMAIN. 8 rll 1 0 x r-T II DIESELTANK ` 11 #. ��, T EM I I I)\ D n r� ❑ �iT � ° + I I x w• I I Q I �,,. �/• a I I m 1 I Ai1________--1 �J 1 I I I D METAL 1 1 1 I METAL W I 1 1 l tr I 1■I II�J 1 1 --- II 1 a I 1 POND I I TANK I BUILDING N0.7 I �� TANK rl° +Q I I i/ 1 I 1 I BUILDING NO.2 � I 1\r�j'�•� 'C/ I1111 ••••ICIIIII ��,, //U I x _ ll�- o I i i -a j r 1 1 1 1a&?��_ _-'i l um�Q !+-,________-__.R--_,•IS____T\ I I I I x l l I L►I I ■ ' Jee_-_ 1-- -------- IL �~ g 1 1 1 I r I I ■ I I 11 na+ \ I 20 MG WATER tiD j 11 ,v� I _____________'''af ■ I mf-------------------1 i I I I I I ____ T 1 - �. STORAGE TANK I I I I / I I - - , � 1 1 ♦ �� Q e'<--Fl r,l 1 I I I C---_----- ® «..1 , J I I I I I I rZl y`L�4 % 1 1 l i` -- 1 11 11 L E ffi I I -- 11 %I I ' I I I C 1 I I \ I I 1 I E !? i_r k I' I Ir_-� ____u a L1 1 II i I I I I I r�^-1 / - b +QU 1 s`'€=_�J_-� Y l i i I 1 I I I • \ PROPANE TANKS / I yWPi�I WASH WATER RECOVERY BASIN It �\ NH3 BUILDING % METAL TANK I I II i ASPHALT ROAD • • A CONCRETE PAD �----------- I • A A p JI I I�__________ _`__J I � / / , ,¢M 1 II x L_ J I I I I I �4 F m I L Q Je ____7=e-__________r -__--_-- -I law \� I I j 11 � a>4 / I ml 1 I w, -_ �.-�_-____°� 6 � I t 1 1 -ham 1\ / x 1 ASPHALT ROAD -op. `I I� F 7 - ° I II I 7 I L--L_-L-_L-_' I_.1_-J__J- I Ill _ � ------- I oilI VALVE ASSEMBLY 1 Ai CHAIN LINK FENCE PROPER.,LINES CITY OF DANIA BEACH RM-1 ZONING g �W/`/ARD BROWARD COUNTY WATER AND WASTEWATER SERVICES ERIFV SCA ES yyme to G r, ca�"O DISTRICT 181 ANDDISTRICT GROUND S ORAGERACE PUMP STATIONS ar�eo„¢,xcx ox °Er AN VOLUME D STORAGE TANKS onrnui°ux•x; fUmNa x°. ct+°KED VOLUME 4:3A DRAIMNGS va wum000e�w..ewe�u r�- uxoerwoE o®r L-01 w Pxo� l : es = COUNTY TREE DISPOSITION PLAN uMENO 3 E -wre oa�w,zx+ A=1.1. u0000B611 . ■ wx.4 tw1 2 1 3 1 4 5 8 1 7 1B 9 1 10 1 11 1 12 13T PR°dECT N0.,03]A91. —;7N E:t0IIe0,h00,.Mq 1 12 1 3 4 6 6 7 1 S 8 10 1 11 12 1 13 EXISTING TREE INVENTORY ROOT PRUNING NOTES TREE". COMMON NAME MKN x.RME ONRIX Vc11F.1 SPAGDSFI.1 NDPF GM]W AaG(Scl o15FosrnoN 1. ROOT PRIMWG AND WATERING reIOR10 CONStMKnON: ARGLR3 RFRA0IFM! i.l. TREE ROOT PRI9SNG AND IRNRANG.SHALL BE PERT MFDUMRt RESIAERV6IONOFA C9tHED A'.IIC66E°AReOR61. PAM OMYSAWOAMUS wSE5Rx5 MMDYFO FOR IRS.OF wAx IMreOYfMfNR N/A 1.1 ROOT PRIME TREES A MWWllA OF EWM IN WEEIS I-i0 COe61RUCIpN.PRIOR 10 ROOT PNIMLG rHOR°U 1WAI@TEE 19 AAANDSMY SNATRNIAMAWWONi RFNOVEDfOR MGXrO WAY IASPROWNORS WA POptt�NE WDIAt IFAST 310 --OF WA HER FOR 3iOJOAYS rRIO[IO RCOTPRUNNG.SEEBELOW FOR RELOCntDNIY.1RRlE. A SY/ETENM MAFNGONI W ;l rooN -IN 1- FROVDE TEMPORARY IRRIGATION FOR EACH TREE TIROUGHCUt THE DIR-ON OF COEGMUCTIOAL A L% PaEG.Aw RYsauoogpwsLlJNSRFu M;rALM s FMRreroR RfMAIx 11 ID 31A80 i]3. ROOT PRIME TRFS,SNOwN ON PGNNARGSSYYIFRE ROOTSWIICCEBTJCTWw CONtIRIICiION ACfPAF.PRIRRIGOROOK !$ 10l E FIKAL39IUSTOAf A REMWEDFORRWxTOFWAYIMFROwMEN19 WA SHOAD eE OONEIN A NANHBI IO PRES 1THE GREATEST A-OF THE-1 RASE AS IOSSBIE YS 30] EUGLYPNS FUGLYPNSTMfWANn 2pSTS. FM I... RA--.WF.PGNMGS- g fKW 80 }816W fAI1 RFMNx 1.2.4. -IF-THE ROOTEON.DEE HDTEIS Spl FI B IS RfMNN I.J OOi PRUpNG SHALL BE ACCO-USHIE°BY DIGGNG A TRENCH AROUND THE TREE N AREAS MERE FROPOSED SITE WORC WEL RE 305 AR[G rAUM pASAUpOARMIS LLIfFSCFNS LLUMNNG PALMB FAR REMMN PERFORMED,TRENCHING SHALL BE AT A FATS-OF 2r DEEP,ROOT FRUNE ONLY WISH A MECHANICAL ROOIxRUHNG SAW OR A 303 AREG PAIM wRYSWDOLApWSWTRSRMS L2UWI43 PALM 5 ]A83 FAIR RfMAN IRSJCHER WITH A MANMUMIRBRCN Wp1H OF E. G IALM 01AYSWDOGR s-SRNS CWMNNG PAN S 19.53 gENMIN 20R AREG pAW WRISALDOLARPUSLLRESCENS LW WING PALM 1 19.63 R&RUN IA. ALL ERPOSED ROOtS SHALL IFCU OF SMOOTHLY,WITH SHARP INSTRUMENTS.8ACCFEL IF-WITH FOR.CONSEIING OF 30A 209 EUGLVPNS FUGIYPNSTOMWAN. REARMED FORARENTOF WAVIAHAMMENFS WA -A SAND AND]OA-1,WATRT iNOROUGHLY AFTER ROOT PRUNING,11 ONCE WEESLY DURING THE ROOT REGENERASION 1. IILA1.YFfW EUOMYPNS rORELUANA 65 ]0650 PENIOD.WITH ASOLUBUFBURSBE THAT HAS A XI.30.20 AN,-AT MANUFACTURERS RECONMDIDED RATE. B 211 ELILLLYFNS EUGLYNIW TOMWMA ll 20 3H.W TAP IFMA 2. LACING AND GIIYNG DE AFTER ROOT PRLMNG 6 2W IBEEN PALM SYA6RU5-AN2O- REMOVED FOIGW MO WAV IMPROW MINIS WA I N 2.1, BRACING AND GUYING SHALL BE PROVIDEO TO ASIME THE 1-SIANUIY WRING THE ROOT REGwERATION PERIOD;AS PER THE Ll SIT MAHOGANY SWIFTFMAMAxAGIX21 it 25 A9A63 FMR pEMMX APPMASLE DDAILRI. S WTFSRxS MAS FAM 5 f9.63 REMAIN S. ROOT LONE PROTECTION 2% ARFG PALM OSRhAUOgLUN CW FAIR %] AAEu vAIM MaYY.UDOGWSLUTF5RN5 RFMOWDTOR RWirt OFwaYIMreO'FMENR x/A 3A alA<eOUYE BNOUA NMgpAS 1] 95 %f.B9 %Lfi9 fAR 9.1. USING THE FMSEE CONSTRUCTION PERIOD ALL REASONABLE EFORIS SHALL BE]MD.TO PROTECT THE ROOT 20NE FROM DAPAAGE. Ru RENNNE FREE PRWE..IMISCADNG SHALL BE ERECTED AROUND THE TEE ,ALL PLANT AMIERIA DESIGNATED IO BE SAVED,OR OUSDE OF BWCERAS REmaIN -E-RE.- _ LIE 0MR OF CONSIRIICSDN,SNAIL 6E PROTECTED DURNG CONSTRUCTION WORK.WORK UNDER THERE IIEF.M SHILL-DE S01 LUTRSE SOEFLfMALTMOrHYW 15 I)6A3 I-S NW 1- 11ASO E CONSTRUCTION AND MANENANCE OF TEABIRARY BARRICADE fENCNG 10 reOSLOI THE ROW ZONES OF EKING FREES AND BLAOOOVE WR[faAf ]0 q 1]86.% FAIR MIANN OTHER PLANfNGS, 3.2, A PROIKTION SMRER OR TEAVORARY FENCE OF AT UA55T A FED N NIGHT SHALL RE INSTALLED ARGIND EACH TREE TO BE PROTECTED BWOA"""'A" 615.H FAIR REMMN AND PRFJERVRI.THE TREE PROlEWBON SNAP BE REIAUID ERROR 10 THE-Al CONSTRUCTION START AND AVAIMANED FOR THE REST NOT.-NE.ON SUMEY DurO SRFIMHWEMFM MU C - LIVE OAC O0ERC05V1RGMUNA B 3D 2R 314.W 314.0D FAIR 13 1-I-ADEEPROIECI. RFMMN .. rRR eARe1CnDEfFNCNGSHALL BE AS PFRRE Al-DETAlff1. 1aN INf OA[ quFRLUSYIRGINMNA 4 13 1>BR3 IM63 M1R REMOVE ltbe W-S"AGIN-A SS SiSM 61J.H .-E 10p uVF OM OWMMSNRGIHWM A FAR LMATKKFOF1nFNDTSHWRIOx SURVEY REMMN A Bunt tHM DA-LIAS 20 a .1.1 %1.G3 FMR SS4B BUODA..I- B038A FMII X[MA�X reOTFC11Dx LONE 5131 ALPOxCMHA DfIOxIX RfGM FBE FMR OSOEIMPROVE-ZF. E2R pOYLL IOFIpMA OLONM RFGN SHUNxNOY _ _ SNCAIIED.eTREESVBFONC- FOR 1233 AOYAPOMCMxA OLOMIX REOA xOf Bf FABRDUrOSITE AAAA MNT ARG OMNST-DRADE.TORDAORRI FMMx ,..P PUCEeAeMCAOES REIWIBE ]33A -LPdxORNA DELOND.RESM D SIEFG lif FAIR -OF YIEINx AEN`- AFOctxe:TRUCTbN ACRvaY D 1235 -LBOIMOAMA GM I-Nf OUfOSW MFRDVFWMMG RfMAH D BREILREE SOI(ffIEMACONOwYIU 3 wx]FGMDTRE OUfO SIIEIMMOVEMFNTAAG l:x uM FAM EMMN � .revTo 1]B0 BUOtONE NIOOABUPCEAM 4 BLZF GMNWE FM OIPfENOtsHOWNOI RFMNx l� IMPomKK+•gT6. BNDEDWN IMENOWNSre N/A A E BOLT EAR REEDATAxOIOHSIMVEY 2J .` TWA.TRRGWMI'SLIUAREFODTYGESDBERgIOVEp pA�.v AOF IF-o.cA1A " APPLES MPmm OG1RiOIYETAESRFgINE010 MITGATETARES S'LOSSWETOMIEIMNgVFNFNIS 13 R 1 vA F=IR F R TRE NARMEMTCMIEMA D+C KYnv MBx�FROF E IrEHTRxrow s 3m zxrAEAwoaDPOD s•I 3 w E �.4k E]EELO L9Os1IEY®foa 6'q.IPAU151 3 50 MITGATION NOTES A TOTALOF 13 CATEDORY I TREES ARE REOURED TO WMATE FOR THE LOBE OF TREE CANOPY DENOTED ABOVE.ttPIGLLY.TIE M111GITON TREESWOU.BE HAITALLEDON SHE SUBJECT&re.HOWEVER. OLETOTHECOUHTY'S RECAREMENTBFORABEWRE SREATME MORALE-111 BAREDONTSEGUIDELINEE FOR I)ff PHYRGLBECURItt OF WATER UIILITIE9 E6TA&IEEEO Bw THE AMERICIANPRESERVATION FENCING W CN1L ENGINEERS PREVENTS THE APRICANT FROM INBTAWNO VEOETARONOTHEP RNN BODON TH1891re.THEGEGU[EUNES FOR A CLEARIBECURE 9RE HAVE BE REITERATEDON TFRB SSE£i M WELL M OF ERIE -1-.THEAPPUGN SPNEN YBEENORANIEO RRIEFfROM 111Egtt'B LAM]9GPE CODE TIIROUOFIREEWUT10N M15L0](VMNFICES NOTED SELON,AFPROVED ON MARCH NT`1'Y ]AJIsfF 10.2015.THE U6T OF APPROVED VMVNCES M LOCATED ON SHEET M A LEANS TO N111100TE FOR THE LOSS OF THE AFW EMENIIONED 13 TREES THE APFIGNT PROPOSES TO CONTRIBUTE TO THE 0-TREE TRUST FUND FOR THE BAANCE OF THE NITWATION TREES. y F BEGROI AD OF THE MANUAL FOR THE PHY8DAL 8ECUMTY OF WADIEV/ATERI6TORNWATER-UREB ETATES: F i@5 A.11 CLEAR SFINF.THE PMPoEE OF A CLEAR]DNE 0FOR WITU&OJ DETECTION ELAVRLIANCE AND MEEBSMENi USHHO N6UGL OBSERVATION OR GMERAE,MID TO PR°JIOE AN INOBBTRLKFED AREAN WHICH PULED DEVICES CAN BE RFAdLY OBSERVED OR OE WEO CLEM ZONE REObNS ARE I--EETMUSHED • ON BOTH SIDES OF A PERIMETER SECUfSW FENCE TO ALLOW UNORSiHUCTED g • &IRVE0.WICE OF THE FENCE AREA AN BETWEEN A PERMETER FENCE AND STRLCTURE8.BULDNOS.OR OTIfR CFSTR-AS.9ETE ENgOBEp W1TWN IIE FEN-.MMNTAN A CLEAR AREA FOR DETECTION W INttEI0ER8 OF PLACEDOEVIL£8. MOSM1DTiE FERIMETER TO PREVENT AREAS OF CONCEALMENT W INTRUDERS OR NACED CEVR£e. • EFFECtIVE OEM-BEDLEI ESSHOULDBEINAOWRpV W171STHEDEEIONBASWTHREA TI,BIJTA9000E8TED MINNUM gETANCE1E 20FEETOFt MORE BEMEEN TIE WTRi PERIMETER FORCE AND INIEERIOR STRLKiLME8. R • FOL-RENT CLEAR 20NEPRlREOR T TMM ALL VEOET SI°NT°AHE1 NCHESOELE58.ARID REMOVE IAROE OB9TPAEBOR ROCKS TWITCH SHF101NiFRIDERB FROM VEW.AVODL0G11N0 EM WITHIN HE CLEAR$ONIEfi OR TN8 SPACE8ELOV SV111L15OEMCE6 CESC CM BE REAOLYCAFICFALED. DEsIGAHED I � � ��` i` �� BROWARD COUNTY WATER AND WASTEWATER SERVICES RIFY SCALES ,D��810 G N C��"O OIS7RICT 101 ANDDISTRICTD STORAGE TANKS PUMP STATIONS EnAMOHFIxcHox w AND GROUND STORAGE TANKS w1mML tNARMM ORAvnNc No EGMED VOLUME 4:3A DRAYWNGS JA.o 1FWLYwooD e.w..Blare F65 d+ ,� D®1• L-02 DFR DB PHONE.W5oe3� DFFA`. L'1B3]ao3Y CAP TREE DISPOSITION NOTES AND DETAILS wLRREE ND. ] BY AUf3UB;A1R - UD0D 1 111 re f 2-ON 3 4 s 6 7 e 9 10 11 12 A�oR 13Y Y PRO.EC N0.10228B.10 f--E.1021BBt0tAD 1 2 3 4 5 6 7 s 9 1 10 7-1-1 12 13 1 /Yl I, CITY OF HOLLYWOOD —ml C-3 ZONING ---------------- ----- -- --- z--w—- x x ='r--x-- x x. A PLANT LEGEND(REFER TO SHEET L-04 FOR FULL SCHEDULE) A x SH /7 (D I INOE TO REVIEWER T I E) THE APPLICANT HAS NOT PROVIDED BUILDING NO,1 BUILDING ---------r ASPHALT ANY LANDSCAPE OR OTHER MITIGATION US 300 1 1 ----------- OTHER THAN SOD BASED ON RESOLUTION NO ZD15-037 ADOPTED BY I' THE CITY COMMISSION OF DANIA I , : ; I BEACH.REFER TO SHEET L-04 FOR A I f 1 : I F t B LIST OF THE APPROVED VARIANCES C, AND SECTIONS OF THE LANDSCAPE if CODE TO MICH RELIEF HAS BEEN GRAN LL GRANTED. -------64 jr ------- --------------p ASPHALT ROAD IF s*Fl- lk, .f'� - ------------- BUILDING x • VAULT C NO.5 /* BUILDING 7 TO REMAIN OPERATIONAL FOR c UP TO ONE YEAR AFTER THE NEW STORAGE TANK&PUMP STATION ARE CONSTRUCTED. AFTER THAT PERIOD OF TIME BUILDING 7 WILL BE DECOMMISSIONED AND A BE DEMOLISHED.THE BUILDING SITE SHALL 5 ............ SODDED PER NOTES AND DETAILS. ilr IF A D D RESTORE SOD AS POND BUILDING NO 7. NECESSARY(TYP.) RESTORE SOD AS PROPOSED NECESSARY(TYP.) I 2.6 MG WATER EXISTING TREE STORAGE TANK TO REMAIN(TYP.) EXISTING I 2 2.0 MG WATER PUMPROOM ELEC. STORAGE TANK at E I ROOM E EXCAVATE PLANTING It ... ....... ... PER NQTE541084110N -NH,BUIUDING SHEET L-04(TYR), E N.CIO ROOM GENERATOR FUTURE.THE BUILDING SITE m: ROOM iI T ROOM SHALL BE SODDED PER mu NOTES AND DETAILS. Q PARKING El F ASPHALT ROAD ---------- F I 1 rare ......... ......... ............ ....... ... .................. LIFT STATION VALVE ASSEMBLY '-PROPERTY LINE CITY OF DANIA BEACH -.A-!1 Ay xL.&-- CHAIN LINK FENCE RM-1 ZONING G BROWARD COUNTY WATER AND WASTEWATER SERVICES VERIFYSCALES G DISTRICT I BI AND DISTRICT 3A HIGH SERVICE PUMP STATIONS — - drcalt AND GROUND STORAGE TANKS R.M."A.2 -A� ;I- Pilo, BN ARD VOLUME 4:3A DRAW NGS I--- D.— P_(��,FL3 21 COUNTY LANDSCAPpSUn'E PLAN —17 NI AZT-- —71AccoR -2 3 1 4 1 5 6 7 10 1 11 1 12 13 PROJECT —8.10NO. FILE—1032BBt—A 1 1 2 13 4 1 5 6 7 8 8 10 11 12 13 LANDSCAPE SPECIFICATIONS A wc0«r�wcra,cexr..�,swonnwrrurr�a mar,n«onwcrw.mwnrcronammarx, ,s,rnc„was. ..� mv.«e«»�e uu or u.,«wnnol«oxo n,noor.«we Na cx.c.eo. e1 A p u ..x,,wAw.v.rnmunm son rxewonn A.auoum ee«ur«rw.m.e... . ®,r corvuaE.wEowmv ww xwnw M�cwnuc.arc v.e,a.awAx, �.. mn.«v rnonoswra wm wm+:oan.c�m,M Aronemromwwme x,u.N.u«o....wc.a�,.wr wr,nwiswu.n,e.e.c...wvaM on�omw.«vrwe«m.xr. vw,muo a.wwn.naoxm,as+«,.wx..r«vE.nussuua.en x. m«wmr.rN,ocm,or eay.wum�sai mcrYA.uns u;xww o«vpnw wr vurvxixunox a .u.n„a wwr.suawowwcmvc w,uaes,«e cem�«maauwun,vaecwEox*«e woa,.r. ,. ........................................ ovww.x uaoalpo.wouAuo rv.rsonw. ncrvm woo wwvnon. 9 svennru ovn«mFa w+mwas •rv�eu e vxwwry Mxrrwnw v aw roarae wn nnEw ry M wwrx.no.rn�.m rr. v mpa..u«r xue,.e�aan,wrarwmweexeanew.x ..'rwrvw .+a xwvneseAa w.em«mwvr, ,1 w.cm w.um n,«c m«nucran Ar«o � wn«m uwmro.vwren.u«nvr sv,n�mwen.«srvw a. � romp NuwN.nmrex or�«e vwrAn n.rer.um ro ovvxa sN wuunw tutu or�ssrw,w�v Arcawr,n..wus xAs .p, °p1po.nwcwa.r w.vwL wwu N n,xecm x iumbc n wn.m ro c LANDSCAPE VARIANCE NOTES IRRIGATION NOTES PLANT SCHEDULE ..rK,.wos,«ewxwooevA,.arwrru wY mnw.rc« SNVpS � gn coMMON NAAt eouNeu xAME eoN � N�mE srAeme Ear� asao«.s,ara�c wonwr,scA acww.cu 'r (DPM a Iodocorrxn romcapiw mowoaNr.w s..sm. lever r« xr os. Ndna��.,«wer..g.d a. m�smravnnwrssxorm anaox nrvna.Fnwwnu wID�s oEmoerre�iw nesamai ,m1mm,w�¢eu•fc.Tp«ar vwrEn rowwfAvpu.n.eA, ,.wnar.w ernwx wua pu O p— II Ywxrpv rotlomgnmmopwy}n Sw Sb KN..it SpY. Na it ot. MOInlaw weeNpbedped Y'i'. GROL.D COVERS CODE Ott S:OMMON NAME pOrANCAI NAME COM HIE NA1xYE RFAUER SOO ex,Y ab Gm rayal,n nddun'Ar.mIM' Sao D r�ewrruwawrva,we.,v.mr,romnrrgr.egn,a mATea. e0°x ;.exY WbGw tapap,nieldun'MpniM' Sod DecammbJwreE Lee Area D a nMmro,®IVmd c uv<nmw.AErrKALLr,muvs�m rv.Cm DLMucw w�rvaMK2u.xeraQ receto.uavuw.erxr.Te, awmao wnrwrN Oi soo l.S upta®1 •DOA O� svc,ww+awAc�,.w.nv mn aee�w«Nw,ov,awA.lno.Mcv �eoA .. a Nc Gus mm.r . .mixowx.vuprvm.npYEsrwrAco.awc.u.�.or xacan,onwAcm once Qi s°exusoecw � w.r mr.l—\ �� � � 0Qz sEr��� � \J �`..1 eu ww"''u���� E mo.nm,ww�..ow.«.mnm.en,«cv.nwc,.«ormAmreAn,A,rouovs ,earonnNr y0 «AerrwA�.c vwuon�E.vac�w:.smsxa� vew.0 aa..uoa a<wwm. nm«,.co«.ms 2 3 _`\\ �� i eracp®r BE.vmcca Mx a.+oorw.swwrvwu.v aeee«x+sxao.�. nss®a�wsua mop nmuwee .. __..—______ 1 �e pix:rpcsLx 3 oF s.w.n r,n.v anlo«m�m • . ////////�'5 F or«mors..vas.io« ,n �uaar«e.n.�ra.as^'Enxrm wm:Mu.c..N�e,cNo« 5 4 I� SOD PLANTING �SHRUB/GROUND COVER PLANTING&SPACING sa ° Now cAs9owTo � / \I \D BROWARD COUNTY WATER AND WASTEWATER SERVICES RiFv scAUEs ° Calvj„® DISTRICT 181 ANDDGROUND S HIGH TORAGE TANK PUMP STATIONS Bwxoxpwcxax AN VOLUME DRAVANGS S awaxu ort.nwxp OFAWIxG NO a; EH VOLUME 4:3A ORAYNNGS CHECNEO a 9px0N%.LYNVDOBLVD..BUTEa65 t. O 1 L-04 DB NDLLrWO D.ELxpBx, w:. COUNTY A "E D E _ mwNE,eegep>mw rAv ps ro>arw LANDSCAPE NOTES AND DETAILS opEcxlrrwx Au°usT imp Ga000eEn . wLu4 xo 1 2 3 4 5 6 7 8 1 9 1 10 1 11 1 12 Acton 13 Y raaEcr No.,pupE,B rue wwE.,BxipeloLopa.c.o 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 5s V is ,q 1a V s 9., la d V V 1a ae x, Fil [YA] L L. A L L 5., V ]q 1 h, V V 9 ❑ +e V L L V L 7o V 5A L V a. ]s T! 5.> V V V A •Az gy 4e t EXIBTPIOl8300 Y 1, V x, ]e V x, V S, V L ]a Ta ,> to Ya ,., 4 V V yg� PUMP BTAIWeI Ts Ss. E%ISTING—INIS,M,bNBU—NG 5s x. Se ] BB B3 B3 1 Ba Om8 B 0 ] z, v u ., „ a, u u u v >. x u v „ as ], ], u u � x, ,. B LUMINAIRE SCHEDULE RTemrt�g. v u is ae,.e a p1., v Ts F v ]a u u h. x, sc he u 1. t. ].e z: z9 v a, Da ], v ,.. u u 4. Aa n.. n. u u ..yy�� ■ _ T C C '#k 5'3�®�]�! ].! ,a v v 9a v. u v � 9a v i.p u a, 9a 5, 9, i v ,., pq u a! pa m w v u u +, °R� " • 1.,BAg L, x. V is 1., Ta 9s V V V W tz n m ..*.FTOLNE Beu'`griaxese D a NEW WATER gTORAGE TANK 4 raa09om .�N D a ]! 5v 5a rta>BI EX.STPJG OPWND STO..M3E TANK E w vbm ,a v u x, 5, „ohm o Nre By t, ""1 scoxxw..tuGa�Plco�aPw� NEW HIGH SERVILE PUMP BUILDING ]s IX, Y,, xdPwg �YI.�PM:oaNlgn.re¢.n Sm,Pv,Maxm., > Ae 4 re.,oxeeoxn e,n E 9a xaN0US- Ox`x Y°R.B:c.. ,nemrtuel E L Z, ]s V V >a ]s S> 7p Z• V 5., ,.t ,e 5 v Tb Ta v L V. V V V 9a v. v V 4, v ❑a V x A D�0 V , STATISTICS �]e `Ha v❑,a ,e ,a 5a v v v +., +, ., , a �� � ose me xr, ex A� `� mmne F F as D.' w u u u u Da Da •� w Da u ., ¢e V ➢a V V v De D.. 9a pa �1 PHOTOMETRIC PLAN SCe�c,r=zva $ PAE- 3 .EB.�ODNED f BROWARD COUNTY WATER AND WASTEWATER SERVICES ERIFV SCALES ;o>zee.,o c G Bi�'c}'WARD __ tcaro/% OiSTTUCTIBIANDDGROUTDAHIGHSETANKSUMPSTATIONS ygmpgy�p m JB AND GROUND STORAGE TANKS awgmeL wuwNe wuwl,JCB No cNEcngO SUITE � VOLUMEI:3ADRAWINGS B r EPH01 y t COUNTY PHOTOMETRIC PLAN MTE ceeDRmrxxJ AUOUBTEN,g PH CA gppngg„ .:. . a Y>O.0^[n,o 1 2 3 4 5 6 7 8 9 10 11 12 ^��13Y Y --1 10 PPENAYE:,B]3BB,g_EPitl,apn