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Home My WebLink AboutR-2019-113 City Approving the Site Plan Request (SP-72-18) and Variance Requests (VA-111-19 and VA-125-19), Submitted by Malcolm Butters on Behalf of MB-26 Avenue, LLC & MSG Marina Mile, LLC RESOLUTION NO. 2019-113 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA,APPROVING THE SITE PLAN REQUEST(SP-72-18)AND VARIANCE REQUESTS (VA-111-19 AND VA-125-19), SUBMITTED BY MALCOLM BUTTERS ON BEHALF OF MB-26 AVENUE, LLC AND MSG MARINA MILE, LLC FOR PROPERTY GENERALLY LOCATED ON THE WEST SIDE OF SOUTHWEST 26TH TERRACE AND SOUTH OF I-595 WITHIN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A," A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION; PROVIDING FOR CONFLICTS; AND FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to Chapter 28, the Land Development Code (the "LDC") Part 6, "Development Review Procedures And Requirements,Article 635"Site Plans,"Malcolm Butters on behalf of MB-26 Avenue, LLC and MSG Marina Mile, LLC (the"Applicant"),has applied to the City of Dania Beach(the"City"),for Site Plan(SP-72-18)approval for property legally described in Exhibit"A;" and WHEREAS,Part 6 of the LDC,Article 635 "Site Plans"states that Site Plan approval is required as a condition to the issuance of a building permit; and WHEREAS, the Applicant has requested Site Plan (SP-72-18) approval to permit the development of a 153, 866 square foot industrial warehouse; and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625, "Variances," Section 625-40, "Variance Review Criteria; City Action," states that the City Commission may grant a Variance based on its determination that the Applicant has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS,the Applicant has requested a Variance(VA-I I 1-19)to permit fourteen(14)- foot shade trees, where Section 275-120 of the LDC requires that shade trees have a minimum overall height of(16) feet; and WHEREAS,the Applicant has requested a Variance(VA-125-19)to permit eleven(11)trees outside the intermediate and terminal landscapes peninsulas,where Section 275-100(c)(1)requires that each intermediate landscape peninsula have a minimum of two(2)category 2 or category 3 trees, or a minimum of one (1) category 1 tree, and Section 275-100(c)(D) requires that each terminal landscape peninsula have a minimum of two (2) category 1 trees; and WHEREAS,the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS,the City Commission finds that the approval of the proposed Site Plan(SP-72- 18)and Variances(VA-111-19 and VA- 125-19),will protect the public health, safety,and welfare of the residents of the City, and furthers the purpose, goals, objectives, and policies of the Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing"WHEREAS"clauses are ratified and confirmed as being true and correct and they are made a part of and incorporated into this Resolution by reference. 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-72-18), attached as Exhibit`B" is approved. Section 3. That pursuant to Chapter 28"Land Development Code,"Part 6"Development Review Procedures and Requirements,"Article 625"Variances,"Variance applications(VA-111-19 and VA- 125-19) are approved consistent with the Site Plan provided in Exhibit`B." Section 4. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: l. The owners of the 2 properties which are the subject of the consolidated site plan,MSG Marina Mile LLC&MB 26 Ave LLC will execute and record a unity of site plan and development prior to the issuance of a building permit a required. The unity of site plan and development document will establish the 2 parcels as one parcel for site plan purposed including but not limited to open space requirements,common access,perimeter setbacks and landscaping buffers. The Unity of site plan and development document will be subject to the review and approval of the City Attorney(Engineering). 2. Show sight-visibility triangle at all proposed driveways and/or ingress-egress in SP-1 & 2, including on landscaping plan. Check proposed sign location(Engineering). 3. Provide copies of approved permits from FDOT, City of Dania Beach, Broward County and others for driveway(s) connections, as applicable (Engineering). 4. Provide Maintenance of Traffic (MOT) Plan signed and sealed by a licensed Professional Engineer in the State of Florida(Engineering). 2 RESOLUTION#2019-113 5. Provide Staging Plan signed and sealed by a licensed Professional Engineer in the State of Florida(Engineering). 6. In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND SWALES, Owner is responsible for the construction of sidewalks / swales within the road ROW when buildings are constructed or substantially improved (Engineering). 7. Per Sec. 605-30(K). The Traffic Impact Study shall be prepared using the roadway level of service standards and trip generation rates.A traffic study shall be prepared in accordance with methods outlined in Transportation Impact Analysis for Site Development: An ITE Recommended Practice(RP-020D)published by the Institute of Transportation Engineers,2010; the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook;the 2014 Broward County Comprehensive Plan—Transportation Element;the City of Dania Beach Land Development Code and other related published literatures,such memorandum of agreement and the traffic impact study must be prepared by a Professional Engineer(PE) registered in the State of Florida, a Professional Transportation Planner(PTP) certified by the Institute of Transportation Engineers(ITE), or a Planner certified by the American Institute of Certified Planners(AICP).A methodology proposal must be provided to City Engineer's review and approval. Verify that Future Access from SW 30t' is not part of this permitting (Engineering). 8. Contractor shall provide,before issuance of C.O.,to the Engineer and City of Dania Beach"a CD with "As-Built" drawings of the project giving horizontal and vertical dimensions of connections signed and sealed by a registered surveyor(Engineering). 9. 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) 10. 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. 3RD TIME REQUESTED (Planning). 11. Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing.3rd TIME REQUESTED (Planning). 12. Per Section 290-50(B)must provide pedestrian maze.Provide detail on site plan and in detail. 3rd TIME REQUESTED (Planning). 13. Provide cross access easement language for review and comment by City Attorney's Office before providing a recording copy or provide Unity of Title. Recorded copy needed prior to issuance of a building permit(Planning). 3 RESOLUTION#2019-113 14. No landscape(trees)on north property line.Revise to meet code requirements or provide Unity of Title, thereby eliminating the property line. 2nd time requested(Planning). 15. Site Plan cover sheet, site data,identifies the property size as+/-25.84 acres,however,Parcel 12 measures approximately 8 acres.Revise all site data and application accordingly or provide a Unity of Title. 2nd time requested (Planning). 16. Per Section 275-120, 10' landscape buffer is required along north property line or provide a Unity of Title to delete this property line. 2nd time requested(Planning). 17. Provide a Unity of Title recorded in Broward County Public Records prior to issuance of the building permit(Planning). Section 5. That pursuant to LDC Section 635-100"Expiration of Site Plans,"and Section 625-50"Expiration of Variances,"the Site Plan(SP-72-18)and Variances(VA-111-19 and VA-125- 19) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan, within eighteen(18) months from the date of this Resolution. Section 6. 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 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. 4 RESOLUTION#2019-113 PASSED AND ADOPTED on September 23, 2019. ATTEST: e • THOMAS SCHNEIDER, CMC OA LE4VhErN CITY CLERK �.f'. ,yc� MAYOR l isvi APPROVED A TO ORM AND CORRECTNESS: TH M S V A SBRO CIT TRNEY 5 RESOLUTION#2019-113 EXHIBIT "A" LEGAL DESCRIPTION MB-26 Avenue LLC Parcel PARCEL H OF THE RAVENSWOOD 26TH AVE FLL AIRPORT PLAT(PLAT-7),ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGE 9 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. MSG Marina Mile LLC Parcel PARCEL 1 (FEE SIMPLE ESTATE): A PARCEL OF LAND, BEING A PORTION OF PARCEL "A", "ISGETTE'S RUNWAY", ACCORDING TO THE PLAT,THEREOF AS RECORDED IN PLAT BOOK 158,PAGE 18 AND A PORTION OF PARCEL "A", "DJP AIRPORT WEST PLAT, ACCORDING TO THE PLAT, THEREOF AS RECORDED IN PLAT BOOK 178,PAGE 69,ALL OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID PARCEL"A",ISGETTE'S RUNWAY; THENCE N.89020'00"E. ALONG THE NORTHERLY LINE OF SAID PARCEL "A", A DISTANCE OF 772.98 FEET, TO THE POINT OF BEGINNING(#1) OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S.01°57'05"E.,A DISTANCE OF 381.80 FEET,TO A REFERENCE POINT"A",SAID POINT BEING ON THE WESTERLY EXTENSION OF THE NORTH LINE OF PARCEL "H", "RUNWAY LAKES III", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 156, PAGE 44, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; THENCE N.88049'41"E., ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 78.35 FEET THENCE N.01°56'24"W.,A DISTANCE OF 381.11 FEET,TO A POINT ON THE NORTHERLY LINE OF SAID PARCEL "A" THENCE S.89°20'00"W.,ALONG SAID NORTHERLY LINE,A DISTANCE OF 78.44 FEET,TO THE POINT OF BEGINNING. TOGETHER WITH: COMMENCE AT THE AFOREMENTIONED REFERENCE POINT "A"; 6 RESOLUTION#2019-113 THENCE S.88049'41"W., ALONG THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID PARCEL "H", A DISTANCE OF 220.24 FEET; THENCE S.00054'58"E.,A DISTANCE OF 66.92 FEET TO THE POINT OF BEGINNING(#2)OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUE S.00°54'58"E., A DISTANCE OF 217.09 FEET, TO A POINT ON THE SOUTHERLY LINE OF PARCEL "A", OF SAID "ISGETTE'S RUNWAY" PLAT; THENCE S.89029'20"W., ALONG SAID SOUTHERLY LINE,A DISTANCE OF 533.71 FEET; THENCE N.06046'17"E.,A DISTANCE OF 0.13 FEET,TO A POINT ON THE ARC OF A NON- TANGENT CURVE CONCAVE TO THE WEST A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF N.89050'32"E.; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 0202745"AND A RADIUS OF 2729.00 FEET FOR AN ARC DISTANCE OF 117.29 FEET TO A POINT ON A NON-TANGENT LINE; THENCE N.02044'03"W., A DISTANCE OF 1.03 FEET; THENCE N.02043'30"W., A DISTANCE OF 98.73 FEET; THENCE N.89029'20"E., A DISTANCE OF 538.00 FEET, TO THE POINT OF BEGINNING; PARCEL 6 (FEE SIMPLE ESTATE): A PARCEL OF LAND BEING A PORTION OF PARCEL "A", "DJP AIRPORT WEST PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 178,PAGES 69 AND 70 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF SAID PARCEL "A"; OF SAID DJP AIRPORT WEST PLAT THENCE N.02043'28"W.,ALONG THE WEST LINE OF SAID PARCEL"A",A DISTANCE OF 301.05 FEET; THENCE N.06046'17"E., ALONG SAID WEST LINE, A DISTANCE OF 99.86 FEET TO THE NORTHWEST CORNER OF SAID PARCEL "A", OF SAID DJP AIRPORT WEST PLAT; THENCE N.89029'20"E.,ALONG THE NORTH LINE OF SAID PARCEL"A",A DISTANCE OF 1116.11 FEET; 7 RESOLUTION#2019-113 THENCE S.00053'44"E., A DISTANCE OF 464.54 FEET; THENCE N.76015'15"W., A DISTANCE OF 255.03 FEET; THENCE S.89036'37"W., A DISTANCE OF 873.09 FEET TO THE POINT OF BEGINNING. LAST MENTIONED TWO COURSES BEING COINCIDENT WITH THE SOUTHERLY LINE OF SAID PARCEL "A". 8 RESOLUTION#2019-113 EXHIBIT "B" SITE PLAN 9 RESOLUTION#2019-113 I a AR? TAM LO CATI OPT�rP w SP-72-18 "' A w VA-111-19 � k VA-125-19 77 m , SITE PLAN VARIANCE PROPERTY SUBJECT APFLICATON h AVENGERS BUSINESS CENTER WIN ' ..ku5Vy34Tii '� . . ..- SW 26 TERRACE � Legend Y 450'BUFFER O SUBJECT PROPERTY � t n. SW.36TH ST :. CO LflNS RD DANIA BEACH SEA IT.LIVE IT.LOVE IT, sn ; � no � G'"ect-y�r�?.thatarGeogra�+>�.C�:ES.Pr -. �;1-�•.ar,�:3:a•C�Us�C,cmmuri`" .,,r °`""°°VA'"" SITE PLAN MODIFICATION SUBMITTAL EwSErENT ENCROACNreNT STATAgm e6owARo COUNTY WATER aWASTEWATER SNo1NSL9uxo DmaaN FOR ogA.'IYY a&iuiv urowSiowum nr`1O`xaAw.no.o[m wwn F `R°F°'M YRMA7.F.. 1.595 BUSINESS CENTER 3500 BUILDING `enyYDY,uxDS—1%F,Per-pV1 lWarseT11w:1iAAp,Di7 / Y[,TYAxYONrSNN F'DY1, ATw1 nolwS uw, WATYAY% ews0lp,e,Wr[e NEIYVTM�YrtIO10Ae ONLv TXe T,s♦e tT1awY aY Txw DP.1nMae 1d Y FII„IN WO POTYIA PATEN/■SD1ureD tuts/ewxrtAw e[Wm eyooRt...T1rlD INDBI(1 SN86T CITY OF DANIA BEACH eY AIYNE AOOM rrYMY OFA COMBTXYD,IO11 FW rt PM Txle F1ro4ACT. COVER SHEET BOUNDARY&TOPOGRAFNIC SURVEY„............../OF4 PLAT RECORDED PLAT OVERALL OLL POLLUTION CONTROL a PLAN PLAN:" ............................ .........:...PCP-i Gr BROWARD COUNTY, FLORIDA ty SITE PLAN............._._........................ .......ewuaP2 1 PAVING,GRADING&DRAINAGE PLANSDETAILS.............POD 1 a PODS PAVING,GRADING 8 DRNNABEOETAILB...........PDP18 POD-2 U I LIFT STATION(PRIVATE)................. _._........._._AM LIFT STATION(PRIVATE.......................................I" :;,• ••'• .�-�Tyx e4• WATER&SANITARY9EWER PLANS.....................W616 Wf1.2 ,.I _I�•:•�'�"•. ..-��..--�F•.� %+4[rAA WATER&SANITARY SEWER DETAILS.............,....WSD-1 THRU WSD4 PAVEMENT MARKING PLAN........_............_....._...._.PM-1 •40-.'�•• GENERAL NOTION PLAN............_....._._._............_FP-1 \� GENERAL NOTES....................__._..............._......_....DWI ARCHITECTURAL FLOOR PIAN9.........._......_._.._..A1AD,A1I0 �HI' 1 I LANDSCAPE DISPOSITION ...........................A3Dq AL10 LANDSCAPETREEOIBP0..... PLANS._..............T°R1,1DPS,S.LP S iie[•.::. ••..r•.•. •[• LANDSCAPING PIANB......__............_........_.._......._1P-1,LPS.LPS,l➢1,LP8 ^! .. 4[r A 1 A• I IRRIGATION PLANS.................................................._.BLS,IR,2.IR-3,IRS.R-6 r: •• u .A•.•.i iA• I LID Lrt1NG PLrW...........................................................PH-1 :.T LIST OP APPROVALS, Cm of DMu Sucx PLANNINO DEPARTMENT i i 1 Cm of OUL—MON uw1NSSUHIS DEPARTMam cm OFBANNA eE HFIREOEPAATNBNT CmoPDANUSUMLANDSCAPEDEPARTIMENT (NTY OF HOLLYITOOD �-—— ERDWARD COUNTY WXJIM.RYATER a BANTTARYBBweR) aROWAND COUNTY N.RAL(WAnR run)) L '° I:U il:kltii:JliUMll>�� trtr l�-."' ntt ,.I eNNOO=COLINTYO*UNT oLP.iSIANTTARY SMINERl E110WARD OODNTT umRONrBNTAL(DREDGE a FILL) PROAWVKNIIRTIIAP INW LAN I [o•,..,NOM+. • "'L { - �E OE9101N➢OR.........._. BTRNL SCAM MOSS -I / I� S� TDNND oesroNAT1oN..................NOuenuurR>:sc 1OFFICE/M E(1R—) ............ sF IX1:x.5m ACREe ( kpx wATFRBEMILE..............._......aRoxAgo GOVnO tt r•IWI�I TAre . WASTE WATFRaFAYNS nws,r �• FrrYA �Fr1I[er •E.Srx Ar4r aerYrr A 1 [ srolw PLATER..PNTM.......YOwAPO muNrc .A,r ,uew __ souD wyre eErlvroE._....._.._._ AREA . ALIANAOFA1Nlr N�F�,s FIM ,�A _.— IYTTAL OROy ....._a4TAr 9F WYIF Ei�[A� 1 �MY= � 1 - wMEHOV[EAW°tNMLLI E....-.16T1—S' WAREHOUSE allll°ND. -Y I TOT SDAr r YY>91[IA y � BII�I�LOIHOMW�VERAOE, 3UAr eF � D N TOTAL PERNW9A11FA_.. NFY[IYr E� reR aar eee�l ox x• Feu..• � �I ' T(TTALIMPETMOUe MFA ...e13,,Nffi r4,rALYFA 1/Fr ewM i PdRmNO REp,PROP. fearNw MANNA MILE fPRt iOUBLY ATSROYE01 a3T 2za (MTffiADEB FROM ENBr.7 '� wAREHOu6E NBE eI YY [W Fe! ! ]440 BUILDIND 2a 1•a'I6PACEB/OFi.PARCFLAIXWBRION) WAREHOUSE NBE 01116),Br61Pa46 7L 1LB I HiePACEfR PO(E CON"M rr[Nr• NmW YeIv O,eAReltl ruwrAEww PRDABDua MONNEONYM TOTAL PANDNO ePACE9 114 ]BI rrlevlYe BECIIOM W nwITENIP e0E IYNDE 4[l aKTCIE PNDDND•TT PAWONa ffiACFax10%•6PEWNFD BP— NO,4l'AIr,EUDGON AxD Ilwnitrle eMML eB PYDPNT'10.y 4]fO M ON1 Y 4]]0 0°wa BrIMYP Al MD �OIWTI'O,R ]42]0 W 0010 []4[DO Y OOeO HRFF P: THREE D Y y>ro N 00]0 TILDADND IMFA FOR THE FlR6TBgOW 9FM0 4w MA APPLICAM' HNM ARCHITECT: ENGINEER: ONE(1)LOAWNOZO1KF FOH AOIXDONALraBO BF. 0.4IINIITNNI I MD NOTEM 20M HE 191 STMILREET,PH 6020 LYON LLC NNM N.FEDECMNEALHIG 1475N.LAND P. ENOINEEFUNO GROUP 1])LOADNID SGNFe/BgBm aF 111 OONrtNICTpNyOMATYrlA e1YLLMIx AOfA,rYlOe%Tm wmgAND wAET[WATY A11111BI STREET,PH IS COCONONSTECHNOLOGV CIRCLE,SUITE 100 DELRA BEACH,FL CORNSPRING.M3 •DSBreSI]SBW eF•1 rnNF TWYq eTAxeAIpEyOeFYIFlOAIpMe. AVENTURA,FL 331Btl COCONUT CREEK,FL 33013 DELRAY SFACH,FL CORAL SPRINGS,FL 33071 TmA1 LOADBJblANEe PFAMPEO•T,PROVDED=aO ZOxFa DI__NIwemImA NTTH Wp YNIYDY OYWNO YIORurir111 eATY 4yIYIT7 M11 a. CONTAGT:SOBMOTCHHAVITZ CONTACT:MALCOLM BUTTERS CONTACT:JAIME MAY O TEL'9.6"124061 Ut0L4AATONINUBEQUIREJ&E n TEL:D54283BOOB TELEPHONE:(964)312 00 TEUMM-733-2225 E4MAIL:LPEGCBELLBOUTH.NE7 DI ETAIB PLAYS COOYOeuTY WELY MIPvu[D pY Tr OtMOII yO N00Y OYWIMOL MINI O UIjCEW EIO_........_.......P.A]R....__.._1BFT SMALL:DABOBOUNKCAOL.COM E4NNL:MSBIffTER8 CBl77TER8.COM EMAIL' _..AAOFFICE SPADE.._....._......_..__....10%.........„...19Ar NI YEt)9An OYwEwe eu•,•I,IOLIAOE OOLO„PNDTDSAAP11eaF,.ODNx[onOxe 1d AT04Ter1m JMAYOCHNMMCHITECTURE.COM MNU LOia°vERwOE.................__..da%........,...St% IxFlWTIODR1Yyr[uyuLCY1DGLL unLm er6ter,oe yD Wx[A[FPSDr,uur X[alr[D MB-28 AVENGE,LLC MINIMUN FRdIT9E18ACK(WEBIl_._.__..b FF..........._NTB F7 Ox TNe DeAm„DYnnOt AU F1gTmNAvxe Pxx3TOm lx Txe YecO,tnOYwree rR,.ALW ee W20 LYONS TECHNOLOGY CIRCLE, MWIMLM REM 6ETBACK(Aery_....__Tt FT..........—FT [IDIp TO wre IMVE[T IONYAT ON CO OII DVe r[OLL em L IY OY OMWINO Y[WIYOwMe SUITE ion MNIMUM NM OEI (N.ae.}._.....-..Ti_._......[6A FT FwOJecTe•FOY TH.__ LANDSCAPE ARCHITECT: tAN08URVEYOR: MNIMUM pAPKIH09EIB•DKrOR0.w_.__1U PT._........_I Fr IN 1H[YDIT•^..YTVY Ot®F01,T1c[lDMW1MOe ry,IILYDMwwnAr,Y EOU%OAST■Tpo[uwvEv COCONUT CREEK FL 33073 LYNN BENOERlARDBCARE STONE IB ASSOCIATES,INC. MINIMUMIA NGIE1eAGK__.____.....tO FF......_.._..tO FT TOYYAY[vdq Norte NNYIOrD vOTT,(.1L YNY Ym. CONTACT:MgLCOM BVTlER3 ARCHITECTURE.INC. SURVEYORS&MAPPE TEL SW31224D0 � y�� ...„ ..,., INTH[rLYTNALwnYY®FOY T,PLY DYw,xY wyIII,YDYWw[rMNY sOUYD.wr AToro YNY[Y B810 ADMR WAY Lg1(E 43418W 82n0 AVENUE `4!'jr¢f'f '{I",5S Fr1 e11YYE101r NOIPJ N[OAYNO[unCLL YTVY WFa EMAIL:Ma WORTH,FL 33467 OAVIE.FL W314 $) BW4VICE 0FAIMIO PEWIPEAIENTA: CONTACT.LYNN BENDER TEL:(954)505-098T WA1FA D.1 P.IN.A.X1rAre11 FT.•1A]aT OPO FOR A MORE DETAILED LEGAL DE8CRIPTION BEE BOUNDARY&TOPO SURVEY MO BY RICHARD0 CRAWFORD FLORIDA PLO N05371 TEL (6B1)864323T FAx,(B54)fiB6w &ANRAgr n10P016QFT.X1rAreO.Pr.•1B,]BT 0P0 LEGAL DESCRIPTION, sou°wyre T La&11r ML FT.X VABr OLD.FT.-aATB Las./dr DIPAIRPORTWEST PUTT 17B B PARATOGWIIH FOR PARA ISGETTE'B RUNWAY I08-18B DESCASSEGIN BE CORPARA,SW 1B7.58, SLI � , 2UIJ BWN.57,E i8T.71,SET.IITO POB,LEBBAFOROFPARAt]84188,AND APOR OF PARR160.18B DE8C A8:BEGIN NE CORPARAtIB41BB, l LTfLyTIJCLL[11Y ENGINEERING GROUP,INC. BE 1BB.51,BW1W.03,SW274.B7,NE288.36,6E126,SW1B2.W,SWID5.92,NW110M,NW3B.M,NW484.54,NE133,90,KW7.W,n181.77,8E7.11,NE16TOMS ,F �'E B ISGETTES RUNWAY IWIN PARCEL A LESS PT GESCT,AS,COMM AT CA.OF SEC 20,3739.37 TO POB NW 16B.37,NW IOM,W MILASLY 3a1.11. Planning INNOVATION-SOLUTIONS•DES]GN E6M.1%N2M.1B,NWLY222.B7TOPOB&lES8E202MOF57.WOFPMCELA&UMPARTINCT)INOR3123N350,LE85AMROFPMA, Department 1478N.W.128N DRIVE-CORAL SPRINGS,FLORIDA 33071 BEG NWCOR OF PMAALG NA.EM.67,SW1A,W=24807.09,W557.01 TOW/LOF PARAN 61.1EN W6.12TO FO9 LESS FIN DEED IN OR 461WMM TEL:(9541812.Ml-E-MAIL:LPEGCbek uIh.Yl RUNWAY LAKES 1116517 B PARCEL E LESS BEG AT NW COR OF PM E,SE 481.34,SE 342D6,NW 1a2.W.NW 492.D7NW 147.47,NW 6.6fi TO POS PROJECT 18 KNOWNAS•FS95 BUSINESS CENTER/3500'TO BE DEVELOPED AS A IW,865 8F RAVENSWOOD 26TH AVE FLL AIRPORT PLAT(PLAT 7)102-0 B PARCEL H WAREHOUSE BUILDING.THE ESTIMATED VALUE WILL BE IN EXCESS OF$10.000,000 DOLLARS. PMCELACOUISITION: AVERAGE DAILYTMFFICWILL BEAPPROXIMATELY2,000 TRIPS.THESREWILLBESERWCED PROJECT NO.10168 P.O.B.MVCORNER OF PARCEL-H-(PAL 162,PGB)THENCESOW&I'10W 40.03',THENCE S02.4 II'E280.B6',THENCE NIIV3 15-E40,03', BY A POTABLE WATER SYSTEM,A&WRARY SEWER COLLECTION SYSTEM AND SERVICED BY DATE,JULY 201E THENCE N W 43'31'W 280.8fi'TO P.O.B. PUBLIC UTILITIES. 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LA h�,R rxa�[zc Y1 a,r[ -Ana K..YI a s<norr,¢nma rr vn�.r�x�wc s+0 ir(s TMu�cKKxa��v,rcwr w N YAl u rssxac [ .[arpwpra n<i supanone pYF pexcur CE[[TiFICAiE: r«wxa,.rxa[s w,.s acaxm.r Mr eta[rx.,r.,u «ap.up,c x[[aws«.nowxw canrc. ..owrxsmnn.E taus.FuxxxwT[o sccnm wxYon.nawx s.,M,[s PROJECT r ru,.,s x[Wxm x Mr emr„a nr e,¢en uw,a«ms.[xrrc x[avxi« eeawxw mwr,..r[axa. — 7 7-8519 x.m,nw[tsar>,,i wa««x m n.,.am r.:•.m,«wx.aeaF ,a";wo xnFx>Fp xp Y,ar e[meai«xwwxx warm..,[ao. es.�xa[s.Fsaa SHEET NO. —A—wrz. a...a 2- 1OF8 WEST 1vo-w RT $ Farr• raG�' '•� — serr3e -'_. 1- — � � � mn;°e"°' H CO �Y —1—x°,°.:.•':;:"ro --4u:at.e,.a. _ NN ECTOR RAMP srY. P) +� .[Ax cgVxr a"hgMDM[W a 1 Lp^xi°µvr a ZONE X a \ SBp• �r I I I =1 L A K E PARCEL jl �- ` ` L`K E AL.i ec E P RCE 1 p�pY I a Iv 1 °Nrls ac ° 1 gy II p (�.i. A.1 1 ANRE,IATIONa: ; II 3 N.'NMYV£. 11 fit ,� it I H.19' +� _'�---------------------------------------- :a.aaroo'w.tuna.. 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BUILDING z s 189,620 S.F. N pp o�5u a o E� z � �� 1 1""i x rnro RATE REVISIONS r wEmaN TOPARXJN m+ia AVEMEVIT +p 6 CURE GIWieNwTgeTANCE 1 49 FmTNmFxwx s�\` [a i><�Ry— PaYrinrRewnswm.�` +� 9r I �. DATE .wRCR zora SCALE Ar Norza iP ,1 W r 3500 BUILDING DESIGNED HYP.R.C. °"^""E I - d"'',;R-�C"•'-n� 153,866 GSF DRAWN BY P.R.G. Rb CHECIQ:D BY P.R.C. F.F.=10.'25 N.A.V.D. FIELD HDDE PARcei I Ur o rcx ooar. j '' cNswm w f- 47 ,, n� ,Six. it '• T9PE.9T OJw HYP.1 RL AiRiK .tP.:.Al»• I U Q 0 I� Si ` I f PR D^yp � �E Eowrwiww clrn Fm la Tawxo/ade urx am 08 wlWXale •9"h..f- ` 'c 1 E led 3 I Is 1> W F011 �R€yd"T�rl1�l I Ns�I¢\TMv�•d� I NPI(�' r �i �+e TI O P�E Rw- p9 `1 L`a Oa P� f nNp E.00 flYNAMNU Lt§i1W0 1'LLP•w l:IIE'/,w�1II•.._A'�+i« .h.M FA�� . ry7 .�OMdv1�P!u1ENLrdIfRETNRR�IA ICP'4e Wm4WfI 41m+.FBPy N�Ori xP�n BbE,AN„N4V,O,n,XLI,•W�Ia.ND'o•OENuP WO�Wi I;�.�yF3y6q^,'I OO>ax fAflE aMR�gl.. I M1/ N L 4 im LLrLt 6 uj .."op" LIJ TYPE .OYPa �IfxrIMIQM SAGE I�tf}f PARIMOMA06 eBDYP.I IYPE.9•CVPBDrP.i I v, W 5b. Nro. 9 Q �. R a d / row .vf.a xnlx.� r�//1� SPA U NOOIf'/EgxT. 1 / d 00f 1'`1® x�-Ap(A_-,� Nx rexne �IaLo&Yw® 'y{,Any. 1 , urroSaPm a ARPw NQJ PER F.OA.T.W�J[ I. sa � ulfi r1iP�PROFF�YI[�--AYPI _x— S.B9'l9')9•-5Te-1 � •�• _ ICPEF}ANOWNL Z)^ [0 DJ s Lo ' All( rl y0111.0E P.1 95 ARLYY/NfRCf��RK /]a xa d[�%a•Rz S•t/ fP.n ru P¢ ./ I SECDON 20,1FMVS 50 5OUD1,RANGE 42 EASE O 1 A i I I U i I SHEET No. a i I 1 I rHoaecT Sp-1 10165 �1 uAwsaxrRimNxf� Fnmyaycsa 1 PETER R.G4lA,P.E. iLIIRIM NEG. MARINA MILE EXIST. BUILDING =5 WO 189,620 S.F. -3 (T T71Frg EXISTING PAVEMENT Z; L-3 ;7 ' i'd LLL j LIJ =_ AS.) 44 ,It A P Rlfr j4.1,qAql T. 3500 BUILDING DATE REVISIONS Lu 153,866 GSFp. F.F. 10.25 N.A.V.D. _j A Of I I \\v. _C,, A '11 A-1 WSI PLAN' 1SW 34th CT. (P,8.178.PC 69&70,RCR) E: DATE artxc�v IISCALE AS nblm DESIGNED BYRALC DRAWN BY P-�.G. CHECKED BY RM Pourm. 'T-G"'-E" FIELD BOOK �Spo _x& DRY RETENTION AREA ------- AC 025 xtAvpwv I ACMPSM c c) m C) 6 LO 0 14I1pi In 14 H w < z a- ipwu ui ui A PCZT!OUNM�20 TO— %S IF �0&f.114 Of 7W SW.114 WN 2 E50 S Uw, A PORnOV OF PARCEL A (P.B.C1671MA.IT5.B.C.R.) I A PMnQV OF U) �RCFL 'A SArfTY Ft T(p�112 p C.28,&CR.) WET RETENTION AREA 0.90 AC cf) ca LI)0) SHEET N.. SP-2 A I PROJECT 115i65 A--- 1'4d' TRI A IWn I'- PA -.' WEL*A'(P.a., &CR.) � z 77— r _ R �mBa xaaxN m x�Re .L141 w — — . 3= --- � SCALE IN FEkZ 'Ib S iv. " L L "'WALK if I y qq s� a 8ECT10N A A' i )! R o ° •rrRoz vms B' 06 I ,x, p , II� g�Y COIN[CT WS,WILIW i � 1 I I I J I TFSFlra E.VF el}PLVE .�••••-- -.-. {._...,,.�...._.."'.__+_1d_'_..,� � II C ue1EV14VF FPf4rlxlD I •• E)lISTINC PAVEMENT ' iI � ou worn -- moroemPA 1Fr.XtnuR Ly, C4 r ' � DATE REVISIONS g , v wii F�mxvnwwe maon FAouaa°x'iatn u x+er�9•cux ----- W . 4Rrworom. e I = 'r a w RATE r wwrR x c• �'' 3500 BUILDING I Z SCALE As NOTm W153,860 S.F. J DESIGNED OYP.R.G. DRAWN BY P.R.G. F.F.=10.25 NA.V.D. I U CHECKED BY P.R.G. F181.0`BOOK • �a I O Z , CO' am am .z® ue •'`xv.;sm .' •ggxv.,.aae" .gg .• R ff" a I Q v�i5 a �' �I. ;n 'SV•• :4. A ••• co-LC, xtF,rtme�mz _wr.�RAR ore ca i \�� n Mai �, ®an4o __R�e d Ia1 m :1:+ 4 i.M••76 f�Y r •^' 9 e�—ou "'� U MR — •� e• xP � Z LLI cor _ ,P ' W maRel L1—FYbo.MAW! / _fi /�xavnRro4uer. 1O1w ® wM ® ® Z AµTT•moth A t ,�',G t�—��F� !�� "�� arL,o.,000x,v �Est"mmemmc � �auce,00aa[ y MM'':,l•im�pwl I F•TRR 'Spurr. PARCEL K xe srr/f a We s[ 41 EA RAN Txc 2 EA xRflV•NK PMT B3 LLV/FI£Rtt PARK (PA.rH,x�,esA.l I SECRON 20.TOWNSHIP 50 SOUD(RANLE SE 3S z C� Ioa� L — L-[3 a ca•,W,v,tar+ouWlnTJ xRa r.:•,R. ,A+oR+oom[ I A,r,RLr� — •f— 40 aR..r�Qa W x�Ra R +ANrx a.Vmr(•rooYrxsq ° W - -.- e.o SNeET .P _ LEGEND ISCIEC[No. FRxxR °� rxR�AxeeR� mLAW4.n... m —?'. I 4V 10165 — rt�-X>aR.„i — —.—aWW„x� � uR+e,•RrxR�arAe,m FWrb,Ra,tWlla 9 V••Tvs ,--�--xaxwert etv. ® dicx e.sX urnX4wmxarewve L+nrmmFA URm Orr.l loon orrm 4u ... .-��e�NJ -__-- 4R • e+Xrrurc wrxvat �g nvmrrorAoe v, i roonorr,n ♦A °�.�"OE SECTION C_C uw,mRxriMaarFc,en is Q4 ww.xaxRan D° ""` Pµ xE TYPICAL TRUCK COURT SECTION ' F Pc cR R.ry R.P.E rLoww aCa nr.+eou " (FOR llr MM) J��I L _ -_ A � (� � • • , PARCEL 7• � � I � \ ` \ vu AIRP9°l vrs�rb�s,EYc.R. i I �o Rr I ♦ / I 1 I w 0 �/ I zh r-I 3500 BUILDING •s _ (,�+ \\ �!- __ __—__—__—__—__ I I h„r,er.-r ro�osr. o 52 153,868 S.F. � 1.�uai*wiart ra unMSv.uw _ 1 �'Y F.F.=10.25 NV.D. aI ea+war ru�Nsr.w.«.:w 1 pppTTTT,,,� I r c z A ORD A PONr AIRPORT WST PLAr I .. 69&M.B.C.A.) ?. SW 341h COURT " m _ I S III F w xw.as ^ .. aTs �• ®. o ��PAn.•An,,FA xA..• � g:g w Z �' :�e g,� R ery �c ` -__---_- _ b'.- 1 Q G DATE REVISIONS U,kv .'ssy I' r�1i to .k ® K��_-�+uraFw•uwrswra--—r_-- - I I- mmw• h•, •n n N rA e..A a.�-•,A_ t DATE uwcR Mlv .c $EAJJ: A6 xOrC0 reayal.o.r.—nu •`i•"-moo✓ ' e�-n cs vun N .. na-ferc-•.wt -wAA:ass. --� A n9Cb:�io 4s p r - e 1 / irwdN.:ti;q R•M wR ___ ww.'v�'rii`-a.am- ,a • r � ® ® •r °w°0;• •E>• 182!n •«'arm w�r•® �s f® • —arwir V.I.. , _ _ I'.vmvnmncc•[aowc0.vmw[�Ammv !DESIGNED RY P.R..C. ORA.H EY P.R.G._ I CHECKED BY PRG. mv.a:•v - - -- - ._x0�_ . ____ .,_-__y,�.___ x M lvte•mam � ,1 ®`A• P.m rml � � � �L�-Wrc�r.� PIEID ROOK_ I � raYlwv.lltluYw�.-•• 4 --•�-'•x�.ar. �.'I /'-... ..®• �.eoA Q A PORRQ4 OF RB SI/1 OF RK SE I/1 L§r 11K STY. SCCIIOR IO.RAHCf'i1 EASE M, 1 A PORRQV LV 1co I = W PARCE A� CIE.PLAT (P.B.167.PC M ACR) I A POARON OF m,uv.•u "[vun nAVF Nr rn 1 PM L I� 0 ( ! I II O O 1 I I I Z SAFE PLAT Nz 16.PA Rca.) E - - - �` � I � W otS « A• a 0 ■.■. - - -------- A. w FA------ - < SCALE IN FEET 1-1IA. - FIIA :_T ?-�- xa6•T•.a'v.IALBI'Pa 15� J A r� .^5 W m V r .wr 5 _ 1•I>D— _ - 1-120 A PORELW rnu.. n.:r ♦e I 0) c, Z PARCEL-A- I � )Q� �I1 IdaA - —_ plea (P.A IA PC 26.B.C.R.) I L? C LL 1'IAD _. t10.0 C) SHEET No. 1i•A—.._ - — --- 1-Lo >A —n —.AN. LEGEND PGD-2 1-1•a—__. ___ (dno W �—iremox F�� -•r-s,�•�A _,_ PROJECT .• ,� axea[ -'— r1a:A A•— _ ---=—..��,a' �F.n ■ u,a aam" ® sw.,...«.Axon rin° (du• aA- --------�e.6a-w.Ae •o O �.,wo..�rt�«a.n �.�r[�•�.,a«, w v,..w< SECTION E-E' er' SECTION O.IT PEIFA A.fxlo,P.4 .«...• , .waaaw..s noaw AJn. aeJJs(I.R I.Erw«I coFr,.ude haelr.n.n v—i..rsro.....,.oen.a�o om o P CUR SAWCUT DETAIL PMT TYPED'CURB r 7' o M. TYPICAL HANDICAPPED PARKING z + NJ.& q :vl= TYPE"I"CURB STOP SIGN DETAILR-"I 7=1—r ma _U 7 I=U, AND rrER(RECIMING) TYPICAL HANDICAPPED SIGNAGE N.T.S. DATE REVISIONS ON-S-1 j -Uq R111—CUR. SURFACE RESTORATION IV RIW ABOVE TNE Pfi�F ZONE sss� R Imo 'o o o DATE T NFS TDULY 2Gi9 —CURR %C. 1-y MR, NAm T.-TI. PEF CURB ";Al o o —�:P�- .AIR\ DESIGNED 13Y P.R.G. AND GUTTER(RELEASE) DRAWN BY P.R.G. _C—UCT R—R CHECKED j,-_—AR B CURB RAMP DETECTABLE WARNING HANDICAP SIDEWALK WW DETAIL FIELD BOOK N.T.S. —m—CCUC HANDICAPPED CUR. C... -C M11— co 41)w=� ——,%- m,jrN. O W PIRV-111——Uo, 0) M-LR — —C - U— CwTYPICAL PAVEMENT SECTION TREKH REPAIR w29MELHRM WELSTOPDETAIL uD z z Lu cl) c w z A TYPICAL TRUCK COURT SECTION NTS JDxT A ELM 1, 1"PIP6 cmv— IM. U—I..AND.—I. A CR A V n?E 13'JOINT Nm MIL'A'JOIN smEwuN JmNISmr R—RUR Wx SIDEWALK DETAIL CONCRETE HEADWALL M.T.s PAVEMENT MARKING DETAILS PfG R.mam 11 w F ) CONSTRUCTION PER FDOT STANDARDS INDEX 288 (Fm %2 1•�5a{ 2 I tmi=la�pamiraxtaa yV Z oil....a. PLAN a ,f. ,T rAT ® TTns�r"�me ,n usx. , cs.rwwvx....xE ELAN `Y K G.— PUN NEW TOP SVH FOR CATCH BASINS o.wW } TYPICAL CATCH BASIN WITH Na.a.Re EXFILTRATION TRENCH ro oxrtNL x.T.s wM�I sairopa.. _.a• ryxD DETAIL D TT NN roRaxp _ r^ DATE r REVISIONS aL I1 a PLAN NEW TOP ® Oi� ) •mulnrzo er wxc�ru,unwm 1 d - _ wa newlva �fmMi[mwi�e[aotTm To SUB FOR _ TNL SxRU. µANHOLES B _ uRn.FAw yo.,ygem-Ipn TYPICAL CATCH BASIN `° p w.RNmNar p`p ropRm o A Dx eaa xxs NAwmO�noc {,.. 2*�'NIIIK CONTROL STRUCTURE NO 1 W/CONCRETE WEIR I I TRENCH SECTION N° DATEADGusF zors ' I tatATE SCALE AS NOTED N.T.S. DESIGNED BY P.R.G. I•'..,' .' ,.'. TaPaBopc rvoFPNe Bmoppre pwea F.DgBB DRAWN BY P.R.G. CATCH pMRAMPATIRNmI ep iaO OAO 6ee� NM P.R.G. D,ODo PSI MRV. BASIN JpOD PA MIN. CONCRETE COLLAR CONCRETE COLLAR HACKED BY ALR^IDES Q C.B. A, ,ES OF C.B. FIELD BOOK_ TYPICAL CONCRETE COLLAR AT CATCH BASIN N.T.S. NOTE NO COLLAR REOUIRED IN PAYED AREAS /A OR IN RETENTION AREAS. Q V/ J a•Aal,! o pp H BvxE m xR BAFFLE DETAIL � inm o>a`"° kuru!"R nw reE RFu. x_e,MN /fl iu ar wnc -nn: �_p I F �J C.B.CRAZE /W PLAN RA NOR I i ® •• rF SItEO$TIX1EBAFFLE NAIL RIcp1O P. 'MR ABRIC W PION NEW TOP SUB R�IB�I i�p ID FOR MEW BASINS CWNMLTdA[W.0 Z saRi COMIR.E MN. M ImWNpp�a�oAl�p TYPICAL RIP-RAP CHANNEL I FLow I Z` NOR a 1.an:.Ix' m / �- e.C.Cx, I.11 ® N.T.S. x a� Lo a PL AN NEW TOP SLAB p.N& FOR CATCH BASINS e O C7S( 41 a xlxuA Ix'x 2 E BRACKET AETNI . e� r xeonlOWE C1 NOTES FOR PRR.HN i=�N 1111 a SHEET No.PD�-2 vlpE mn aYsi 11 A— eaxF az, uaau aNNrvE s�1 lllw PLAN NEW TOP xi ./a'OawwR[o IpO Barr x M.W exm(Np.) STAB FOR IY NM. sl xvn x- r/O•repo sous lss•/. ANNHOLES A•r a,As INe .�cwrweexNL E orrsxr F srNprnRN:rs usm a � PROJECT No. sNN nxvNna a pigs rO ec I3 eaoe coxnwE x rx[ PLAN NEW TOP 10165 [ mx >Wi&tmlNrm io SUB FAR rxE pwnueE MANHOLES TYPICAL CATCH BASIN W/P.R.B. TYPICAL STORM MANHOLE N.1.5. 1Nrtmpwe PETER R.GLLL0.P.F. • lLDRRM RAG.Ab.161,V Tlxxl 1F�f1RAlf C.i Rs dear! THE MOPS CONTROL ASSEMBLY CONSISTING OF:CONTROL CENTER L^ a 'Z,"aB,4W MOPS CONTROL CENTER DISCONNECT SWITCH,MOUNTING ASSEMBLY,ELECTRICAL CONDUITS AND MOPS PRIVATE SERIES SEE SCHEDULE FDA SEAL-OFFS,ARE TO BE SUPPLIED AND INSTALLED BY THE MOPS PUMP DETAIL A 0 5 ELECTRICAL SERYICE REQW—ENR STATION MANUFACTURER TO VALIDATE MOPS WARRANTY PROGRAM. _ _ x MANUFACTURED ODORLESS PUMP STATION ""-K caDwnP,adx nrwr c7 PC IT 1111F�'IRF,' ALYANM[ BDw,r )8o°ate ATLANTIC ENVIRONMENTAL SYSTEMS, INC, �Paam^H" '�Nz-1 F ® (H 21N B B n !q"I"i'x[I,m[ [ AXI[IMlaic LAX E WOpiH•FL 3IWI vl-I— B IIEEII B MOPS PH:(561)547-8080 1" 561)547-5999 ®2000 Al iairYOM1° ,�j 3a _ suP1- SRCAPLNNRLp smn �a I wlxw xxn van T N , API "�I THE dF[ °"G'r°"a"�RRwE aDDa sn^t' nETArL '°" MOPS PUMP STATION SCHEDULE W a w -.I m'K'° "aB C I-rr—J 0 O G_%' 1R W sr MOPS SERIES ITEM DESCRIPTION •' V RUBBCR Ex0 cM I I soC(C„sx S ' A1ppp.O�� DETAIL Cr c IxmA.DEscx rlDw ar.u) 13o 1.YGR E U GLVArwx D]Da x x is Riu rs TP wa ie 5 1d) as t➢wAX)T of Ix[ C Y. F ® M�[ R SFM[ NGD Ir ) 93 23 YEAR fL00D[IFw[IOM D700' 6RED[PI,DBILE eDD xWOv[RLSW [8.1 I L/➢) ul¢DULL 9 S[COHOARY DESwM FLOW(oP.uJ I]2 A 6MUE ELevA1wN 0650' L MGTERIOR LAYWTS NODS RNI1P STATIDN x tsE[x0T[BB fps AHO Sa< B siAOF S[COxGRT DESIGN HELD(i.D.H. H4 R TOP FIEYAQOX OF MT MLL 0]DO' ■ LE FOa v T In -P Pw 1L 1 B NOscWNSA/iR , E RAi[D P[RFORYANCE SPEED 3490 R. C BOTTOM[IFYAIwN OF MCi TIELL ALaN1 L, AL SPECIFIC ND Al.1 d DETAIL p i[D YOTOR NWS[POW[R s.B ➢ ALL PuxPs Drr n[vATwX aIA�u,—.1E,E $ �I[ p 7 o WCn SURNER9IBLE PUMP GRINDER [ lG°PYYP U.EI[vAMOx ,= R 1 CNRINI�4E ODR NUMR[R xOPs r uO PuuP OX EL[Y on -OA00• ur PUMP[[NRAMCE VOLTAOF 2D0 0 I.ALA,N` T10N ® ® :imi[a;u rrw°xnL sra1P CE, 9[RVIGC CNINMCE PION[ 3 x IN910E°IIJIEf[R°r Ml-wEll >r DATE REVISIONS CONTROL G FULL LOAD AMPS 29 I OVISID[Co.—Or ANH-FLOA�APw ANo 96' vw. NFNNAO SIR PANTED STEEL. HO J YINIYUN CUBIC FEET OF 1E9/(7) - ECT SYmex.RATED ANP3 coxcR rt__ICU Too) MOPS MOPS ODOR/GAS SCRUBBER w[T w[LL SEoURR SYSIFN A. K IMv[wEMP[DLWOER M ➢ISC )q ij 56RUM[R swns�to AwoK MIA $ 1xs1 AT1v,P i0 urt aTAIw R[YOTE BTA}wN MONITOR [E[M[T MIA M IE N D1 _ Im a s sOxq[1[gURop, p°vJcxs (KII DERAiOR SY91[u N/p N PRNARY RIFE ATION - 'I do A`iAaisiirsX, To wfG suxPLT -; s Ni WSEEr-WELL J)uRumMapr-� 5 N 5[COHOARY INYERr ELLYAROH DS.Ao• ATLANTIC PG Rwr-.s SIRMPEDPANEL ENWIROMNENTAL STEMS.INC CONTROL CENTER ASSEMBLY AND INSTALLATION o'[B °) n� a�° xla MOPS EQUIPMENT IDENTIFICATION STY. MODEL DESIGNATION DATE Aucusr 201D FOR 1.n.,U n a L S i�dlmla L eI w n.Y'iNviXBns� MOPS PUMP STATION I B24-721 BO-C-5.0 SCALE AS ROTES ram" PUMP STATION VALVE $�X MOPS VALVE BOX ASSEMBLY(VOA) I VRA-24 DESIGNED BY P.R.C. T C.—T xuas ASSEMBLYTEEL MOPS ODOR/GAS SCRUBBER(OCAS I OCAS-B DRAWN HY P.R.C. DEA�Di rR NT LAYOUT 1a LW, Jar r[� P1 Pssi e[uo IT siviiNxcNi-ems MOPS R.P.Z.ASSEMBLY P.R C. Ant s x-wr vµs�r¢LIEr I 75 CHECKED HY_ MOPS CONTROL CENTER I PSC-222-5.0 FIELD BOOK * niNPNBONIiocc (Irw AWVA VILVE cA1E v MOPS DISCONNECT SWITCH q I FDS-30-3-2-PS 'n C MOPS CONTROL CENTER MOUNTING ASSEMBLY I CCMA-226A V C$ C D [ r H + MOPS WET WELL SCOURER SYSTEM 0 N/A O IF T + ++ + MOPS REMOTE STATION MONITOR I PIR lEO WITH SERVICE AGREEMENT +++ PADLOCNPEST p ++ 1.1 YEAR SERVICE MAINTENANCE CONTRACT I LEVEL I WITH REMOTE MONITOR m j5• II MOPS ON-SITE GENERATOR SYSTEM 0 N/A O 5 MOPS FIELD SERVICE WORK I CONTROL INSTALLATION 8 START-UP Q 0 FNAL N R AB LDrx Pas, �oX MOPS PUMP STATION COMPLIANCE NOTES Ln OpAD< TAE[[GIF➢ THIS PUMP STATION DESIGN COMPLIES WITH THE rX_UUYING REQUIRED STANDARDS: M 3 Ass WET-WEL, Z ,Pj[�M STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS, SLANIED,rcrt_wE P FLORIDA ADMINISTRATIVE CODE(F.A.C.H 62-64D400-COLUCTU3N SYSTEMS AND �/ m O a R RE515TAxr I—MYP.1 1 PRE. TRANSMISSION SYSTEMS, LL OO" - I Narcx fnIHLXu IT— NATIONAL ELECTRIC CODE(NEC)FOR CLASS 1,DIVISION 1,GROUP D-HAZARDOUS LOCATIONS, LU OIOP9 a a C WS-TIDHI LID UNDERWRITER'S LABORATORIES OIL.)5DBA-MDTUR CDNTRpL CENTERS AND U.L.69BA- L INTRINSICALLY SAFE CONTROL CENTERS, E—U Sup,LY a' WVPow ..o.',� DETAIL B DETAIL A TOP VIEW PREssua[=l RECOMMENDED STANDARDS FUR WASTEWATER FACILITIES f1997 EDITION) Q MATERIALS YA TE R IA LS L m _ scAUaeEn -Tlwi LI➢ 1.PUMPS ARE RATED BY FACTORY MUTUAL FOR CLASS 1.DIVISION 1,GROUP➢ATMOSPHERES PIAL f— URAIIIIo AEWaED �' AS REQUIRED BY NEC. in W a/T.do rdm an[ s/A•RdNRP AAmwr ra[nma pcG E.MATCH axD S.S.WRDVAN[ 2.THE CGNTRDL CENTER INCORPORATES INTRINSICALLY SAFE RELAYS AND IS LISTED TO VJ _ �]DO LP°L°rtniEpTRu1C vIIN NIHGC O sf¢v rPa : Ka!r0 COxiia PaxLL) LOni GBLL U1OC M�TL UL698A INTRINSICALLY SAFE FOR CLASS 1,DIVISION N ATMOSPHERES 1111 3.THE CONDUIT PROVIDED,ALONG WITH COMMIT GAS-SEAL-OFFS,ARE RATED FOR Ifs Lr LP UX wLOER ss,"AT(, CLASS 1,DIVISION I LOCATIONS. �n 1, O 4.THE WASTEWATER PUMPS AND THE CONTROL CENTER INCORPORATE A MECHANICAL U) LL MUIL.a s,um drn Mr arR a r•rAaw mAmn SEAL FAILURE UETECTIDN AND NOTIFICATION SYSTEM, Z Nxv 5 THE CONTROL CENTER INCLUDES EITHER A REMOTE TELEMETRY UNIT(RTW OR p R.P.Z. BACKFLOW PREVENTER ASSEMBLY DETAIL B SELF-CHARGING,BACA-UP ALARM SYSTEM TO OPERATE ON POWER FAILURE, Z x W U.9.C.AND 0.5.S.F.APPRGIED M.T.S. G.PUMP STATION INCORPORATES AN ODORLESS DESIGN WITH A SCRUBBER SYSTEM TO � CONTROL TOXIC GASES AND ODORS FOR COMPLIANCE TO F,A,C,62-604.40E ///VV///JJ��V h' COxOwI mM!T I HUB AND INVERT LOCATION - ].THE HDTRDM OF THE T N ELEVATION OF PUMP STATION HOST BE LOCATED AT yJ > Imo'^`"` —NI A HIGHER ELEVATION THAN THE OPS CONTROL 23 YEAR FLOOD ELEVATION. J^ CLOCK - H.THE ER EL ATIONTTH OF THE MOPS EDNIUDL CENTER MUST V LOCATED AT A r.AA s i. ITEMS POSITION HIGHER ELEVATION THAN THE PUBLISHED 100 YEAR FLOOD ELEVATION, 00 DNwNARUT f 0.E 9.THE MOPS PUMP STATIDN,WITH ODOR/GAS SCRUBBER AND OTHER RELATED DESIGNS D. OF PUMP STATION,COMPLIES AND FULFILLS RULES OF THE F.A.C. +% niRY S:oo ECTDa vAL E NL'P IVD64ELEJ eoPad MOPS ENGINEERING NOTES 0) 0 IXVEM Ao0 EDR MA AA THE HORSEPOWER SHOWN ON THE SCHEMILE IS A MINIMUM HORSEPOWER REQUIREMENT Ixr[MGM x/A �..11--�I [aR CUPPPDR,vt P",'UPPORr BASED ON STATION'S DESIGN CRITERIA AND REQUIRED TORQUE REQUIREMENTS.(LOWER U 'N Y (x INVERL rL.F-' 1 v STEEL RATED HORSEPOWER EQUIPMENT WILL NOT HE ACCEPTABLE). ll LOCATION OF 111 'S[FyLLC-AUN"TE L BU BE THESE ITEMS ARE NOT SUPPLIER BY A.E.T.WITH THE MOPS PUMP STATION. xrW[BT CC. INVERT ELEVATION BASED ON INSIDE BOTTOM OF PIPE, IRO/[ENTER mM, =PPNxO cREASGOECREasO THE MOPS WASTEWATER PUMP STATION DESIGN AND LS-7 CANDOD ElCcIA CAL PE To A xTxu WELL I.—E- DIN SHEET N0. WIT IMUS olmR rpa fv11CWxEsv r NS ALQUIRCB) BEEN REVIEWED,PERMRTED,MDCERDFlEDAS COMPLYING WITH ALL THE STATE OF FLORIDA srYLE. D.E.P.AND LOCAL REQUIREMENTS.ANY BUM RUTION FROM THIS DEEPEN MAY REQUIRE NEW PERMIT% v[?OKiv° 4 NOTE:SACNFILLAROINDLSFT c 1S NTu"RT„IREUT ONxii"`wL[ APPLICATION FEES,AND ENGINEEIIING BEPMCE6 FOR RE{pOplCp7pR AND DESIGN REVIEW. m E R BB> PROJECT ND. ] s STATIDN srATDONFROM ANHJ'LOATATION [,EN,r PRIVATE PUMP STATION F DSCNAPGE MNODPTOFlMMPm GRADE; Buss rl[LG UP COMMON FlLL COMPACTED IN Ws OlsdUxoC eEO(LCOG,EO 42•{JFT TO pB%(1F TIEMA[IMMM I - ra rX1C[ ,�i1[eBOsnocN!Dm fNFNSRY AB PERAABHTO T-1EU. ALLNIETAL Il[xS lx CWTAG WITH sEu(IUE rt,i1x[ciNuuN. S(vw"[IAAs)ux[s GUPs`,si VCcvLiAOrlolraaiiu" IS SAND LaxiOL PA"a BE CAREFUL NOT TO DAMAGE IEPT 1PiN.IA`noX ui lxi 15CHICARE TVETWELL DURING COMPACTION. vmr c0arzo vuxvs AM.olscxwcE JEER R G4LL0 PE __._ A02P.4 BEG.N¢RBJDJ (FOR INE ARM) GENERAL NOTES c3 x _ z � I.Au EAxSTPUC.px 'HE ClIY OG INMN BFAtM URIM SIANDw05 AXB SWiH [EDOV/1PH. NOIORS IRE IE IS55 R BE N. 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M.—ER—1 OUtLkF lD BE uOurOED IH DFRMOrrt IHO uUST ff A c.Pl.1ECFviAC1E. N DTBLE AS WxUfACIUREO era EARP.,WWS 1E.gXjT f]4L AIRM IIGxT RD HORN TO ff MRED sE➢EM1E IRON C0NiR0.WWWC ND BE y e EL xwE�vwPnsRO Louu wPLEx sveN sFxDwR io BE PPRmEclm. z z $ )..Swxlw o0m]mcE rOP CDNREIC UET 51A1Dx sIVIE ff 519D0p TO 1HE EHGNEER rOR !0. MEU Ox N.L UECTHH-CDIIBURR ENTERING ED—PAxR FARM W O PRDVAL AHD WJFN SU.—io THE CRY FOR RENEW RD APPROVAL PRDR TO.[R—TO 3,HOUR UE n RE.EET¢Ps z 1/Y ROUND>. F'.—1 H OR AwPwm EDVAE.m BE PPDWOED. � F D.OPENINGS ROuxO NP[5 SIWL ff SGIED WRN EMffCO NDTNL lOR SwrtCHR$1NIL ff MAE 0 9O01-PSfOOxI OR APPROVEo FOWL.TO BE PRQDEp. <3 4LL SITYL BE aFIJOJEO MR1Y1 ME UMITB Of c4vsmDTDx. ]].Pxm—1 S—BE SW NE D Eml-HP]BIB oR.wRDAEO EOWI � d'>?� 14 wE1wELL kAU -- -BE CWTEO INSIpF RD OURDF.PPWG SHALL BE CORito OR.WNRAN'ARREERDA SR-BE E.E.OR RPPOVFO ENw. O MGM16—RECENE TWO COATS Or HOPPERS BITJJA1rA71c xO.,WD-N. ]6.SURGE MRF510R—BE—OR APPROrFD EO: f i.C ipow H NNI iNtE PRFDW——H.RMiAibN m Oc wTYEl1 Eu— L_REBEN�R PEER NEC�DNRE WITH CIA55 I.W.Y,HA]ARppUs IA R Z 1D.� vIJ.VE4 SJLAII BE PESTUEM BGi,ECCENTPIC,—OPERATED OR APPROVE. N HUHP SfAtIDN�TIEME—SHALL BE PPWOEp M EOMRED RR O—R. 1i �PVVN m5 BE Ip:N—FOx BWv,—ELIWREO.S1RN0 E—,LEVER 8 w➢OM .ORRSEP STOVE 127 OP RiWwcD EOUA1 T BE,I.)CDPIR m OPEMTNIWE/JIG NAPOFNRCE HAJu'E AID COPES C.,RCmPMX III,MRgOI PANEL SGJDAmtS ARE 7.BE SUBMmEo 10 THE ENV MGWEER Ta PUMPs sNAl1 xal BE sIAN]En nuN 1.(!)MRSEPW]ER LIOE55 APPROVED BY lHE CITV. DATE REVISIONS 17.PPPAE NP FAHURE SVSId wIM BOAT 64L 1D.upRMLW OIS BE S—WNGE PIPE SHW.DI R.NL fI DE wEwELI D vNVE Prt—E BE 11ANGL0,AND Nl 1MRDwME w510E wDwELL JWu BE wNlEss STEEL OR MPROKD COME. ELE PNNEL$HV.L SE PROW.ED MM ALL UDE].Ro BE IYNMACTURED BY A UL A.BOD NNTUFACNVER$MIT AS oNERSFFO ENGINEDURG,CUDtt COMPOLS OR APPPpW:D EOMV.. BANFLTE P-ILE—BE I—OED,MNNIEO ON ELEmN N—IOE.HOT SHU-El 11]Ax W—E Ix-H .vrtH WHITE ENGRAVEO LLTERs ON A T EO—GRDWD,MTH THE Ej FOLLmWl4 xOTATDlS: sFRDCE-DIm1At1DR PxoxE I scl-u7-me0 DATE AUGUST 2019 SCALE AS NOTED DESIGNED BY P.R. DRAWN BY P.R.C. CHECKED BY P.R. FIELD BOOK_ GRASS AREA REDUCED PRESSURE ZONE LIGHT POLE W/ /F1 BACKFLOW PRE VENTER- RTU ANTENNA V NORIN _ IL CONTROL PLLANEL '(� ^� m TO METER C:;3 ^O 4-THICK,157 STONE OVER COMMERCIAL i'GATE VALVE 4J I"WATER SERVICE METER 7 GRADE WEED BARRIER OR FILTER FABRIC. A\6[[[JJJ qq 0'-18" e"WIDE 2000 PSI GRASS AREA VALVE VAULT I"SO'ELBOW g a CLASS lx CONCRETE W/(2) /4 CONTINUOUS HORIZ.REBAR ----- - CIE GRASS AREA I"BRASS I"GALVANI2ED W W/G._2"MIN.COVER V-0"APART. WY MIN. � ;; ---- - _- - ------- NIPPLE STEEL PIPE W ZETL _ _ J"FORCE MAIN PVC FINISHED GRADE ,`, --- cn - Y PLUG VALVE CONCREIE POST r Z H ' GRASS AREA FINISHED GRADE 4'x 4" 4"THICK,057 STONE OVER COMMERCIAL F'G' 7'� RECESSED LOCK W O > GRADE'WEED BARRIER OR FILTER FABRIC. I I IW.INm(-)6.70(8) U WEE.BARRIER OR FILTER FABRIC. 1"WATER SERVICE DETAIL cnQ 04 CONTINUOUS REB ,T Q N.T.S. W ♦rA� a �— 1 2I.B'MIN. PROPOSED B'WIDE LANDSCAPING Z 6A, COMPACTED SUB-fdTADE I I HEADER CURB(SEE DETAIL) I I GRASS AREA (n NOTE:(1)ALL DISTURBED AREAS A 22 L.F. S-0.40 R —/ SHALL BE STABILIZED WITH m s J 8'C-900 PVG SAN,MAIN SEED AND MULCH OR SOD. LANDSCAPING HEADER CURB (2)FENCE AND GATES NOT REWIRED, o LIFT STATION SITE PLAN (PRIVATE) U N.TS. (NOT FOR BCWWS APPROVAL) SHEET No. LS-2 PROJECT No. 10165 PE]EA R.CALL..P.C. nmJnl REc.No.4ew ca LD.Na Boe4 U 1 z c7 0 i _ w6 I � IFI• I o _ -- IJ I pd� �•� x� .. 1 �� ; �I �1 j T I i I �g�1 C _ ;rEi w i (,..o �`I__r._...,,.,.i_..M._� ii t( i 4J I 1 ti: ..._... EXIBTING PAVEMENT ` vrmvoE v vaortxmuR , DATE REVMONS 1 I . . Li UA d I 'J IF+ I Y I UJ DATE Tal9 �:•1' Z SCALE—N�--NOTD 35M BUILDING —L DESIGNED BYP.R.G. 11e°ap � 153,656 S.F. I DRAWN BY P.R.G. 'a+II IE'nJIDaN I q,�¢,e F.F.-10.25 N EE AVO V CHECD BY P.R.G. TCi'awxCE:t�av I FIELD BOOK I II 11]6 WFIfDMa ❑ i Z J g .CIE coLw-,PI¢ O LL Lu CM uI \ m. xo..°.e.....M^"•^^^B•^ urta l:m �a �' ><�IF. . ..... 1�.�W....,. ..�^^...P.•i •H ..� ` h �•xAu.o-ert e•Dr IEE Nr Ili.m ___ ___ T rirv..4 IVi, Q ,. I Epw•mv aF m�� —oLP.—we r—nin.—rn —�xlll °•'—OJh—wM rxrwvree v _ �,y.s`4�,.�i F,;;:�+e��+.� o-lo _-.v c•ma_IMeai ——— — ...�,�e, a u) ` 1� &6. xnowwrvaix(E ---- ------ �. ------------- g.04 w vearay. �' F °1°"' /. x•m n.exoe c 5 '-- —{_w4r vmoo-nri _ s� a°,fin m 1,�•4, � �'o-�a a — .,t, o-I o-II v 'Z/� Ojf �. � �` L [M0F�af•0]d �of aiaw.l.� eni oP sfaNA-Hato m-aPR.aEe v, QV �/ 4 T0P0FNa1•Ma)e � IDPOF sw.(-1em mPtpWM.(.��E �I � W� LL PARCELK I CIEMWce•tAY ClAI1AVCE•1.m �'(AY -� i i 3 PavT 95 ttw4£RtY'P&p[) I m Z w SECDOR 20,TOWNSMP 50 SOUDi.RANGE 42 E SE I 1 I 1 � > WS-1 SHEET No. PROJECT No. 10165 PEIFA R WLLa.P.E. ILORIW REa.No.IB]3] (FDR THE io1M) I • 'S \\ I PARCEL 7• I C I• 7,AYENg5p1�]DP000.1 TB h A/1E>.� I \ ♦ ` rt!AIRPP.B IBZ'PC�A9,6CR. I 1 I 20 \ ♦;\ � I I W�gyp. ,n] a' ♦ I I C7 3500 BUILDING rnv ay.jyi \ „„nb.mr m n]xlrtx w, I ) csri o 153.808 B.F. ]r ,y pAvu F• � F.F.=10.25 NAVD rrov. � I. I� oD vwn _ w ]ye�tWµ o A Pp?RQv I a I y rp PARCEL"A' a•D.P I *RAr ` SW 34}h CT. W - ca�wculoBlaR (P.B.Im7B,PC les.fig R 70.B.CR.) I . XI ! I a Z .y']J Er w] •�T ` .sroPr ss]mre.w] ———————._—_ I I � V DATE RAT151DN$ ---- ---—____________________�vb_ r E" ___ t� _ _"•^"iA71 • —rwv..e�r.._„ .w v.rr+e ••w« r ryr —••.-..-. �� 'a."c]vµo n DATE LA ml] : • en ' —_•--�cr.. •n.an..i� r iwK.-M1I w-• ___ __ evr xss _], ]`w.—x], n•xrorlRE BI•ror•YIDH O—Si r �a m ... �^ r:wn SCALE DESIGNED�BP.R.C.Y tFo ' oa wv ar.l.l.�n roq IrsaRc rt ___ •r w ___ rt •r --- rt rt -- rt -n� rr' vine• •. 6 _ _ T I DMIrN BY P.R.G. ____________.___._ mrroNarv]vs�uA xa U. CRECEED BY P.R.C. n4 ] urv_____arv_____ply____.pry____,ply____..y WN . , ,, � .�-,.—•.--... srra>nv.•ra>zru] J•—•—.—.—.—.—�T,—r—,_s-.�_. �:� /...— i Q 1•Iul P .An I I1 • I cIPArv«� ]m10>-0o aro•P.v�al'iri=im•,»ems Ta'�Pa'v raR¢NAn-]AH I I I ...—..._ \ � I m � J A aL W OE aaw•xra:•I.m I� PABCEL I p A PQRDav(Y,Nf SI/?Df BH'iE.I%!Y R4 SW 1/1 C[E.l PLAT b W b I I I I ( .� I I f A I PRBvam PA•wrLli 0 v �rs/�v SECD(]v TB.BN,NSIWP SD W. (P.B.IBI,PC.15.B.C.R) I rn BI I�- ` ' I •� LO LL RANCE a1 EASE r]i trelww•pl nse iMwAlMmms•lAa sm.1.)nr mraewn.m.La>. ' M ; W I I •As cIPAR•xor•nw _ 1 II I � � II i � m w W fn PARCEL-A *V RA* L (P.SAR'B.111,PG 24 B.GR.) Fr W U) co . _a-x S � A Pdt-m 0,;raw-.u„ve 1 0. O IPLARCESILIfA• I (P.B 115,PG 26.B.GRj I In y0 ] F U iHERf No. WS-2 PR01Ef.7 No. 10165 PEI[R R.CALLA.P.E RCRAA REC.W.M511 (*CR T.iVHd) Ppr vaMH xlw pHlFrcbry Pro 1]]I rsabn vwx.aEHscmn __ z_z STANDARD DETAIL axowA°Dcounr c--- STANDARD DE °PO:oA.aoCO.:N� — _ .,, TAIL w;�w;RO;°m„ STANDARD DETAIL STANDARD DETAIL fi R { AL ji dIg _ -1`1i iil[d 111 Ali^i i I 9 d ... . C n"• f°� 3� ° g; 3 L:. I ; ! '� DATE REVISIONS L q IS SMGIE FITTING BESIIUSNED JOINF 5. cEg.p 1sO PSI iFSi PxESwxE DATE AVGf/SI 1019 DwG Noias RESTRAINED IDINT FIGURE SCALE AS Norco Dwc NoiDs FIGURE DYJGINO.IEE FIGURE :ow�xoisc FIGURE. M1 10^ DESIGNED BY P.R.G. WATER MAIN SEPARATION �,,[I STANDARD UTILITY CROSSING xw,s[o SPECIAL UTILITY CROSSING REQUIREMENTS SINGLEFIFIING y DRAWN BY P.R.G. 105 xi,>l:.0 106 wvxol: 107 CHECKED BY P.R.G. )/9AEIx FIELD BOOK @ J� o m � � wa°wo■q coux mom-_ ..r STANDARD DETAIL ,°"�wNA ;,°,;,N ••- STANDARD DETAIL oft.T%"e°.�Yl:.':.'M"--'- STANDARD DETAIL °°N°wN"�:°o°°""' __ - STANDARD DETAII- C1+j �d _.� - _ -m —_ Lu �'n"IGNT REDUfE. TEE REDUCEn Mnxr1E x:w„nmie l�� Sh• r.rtr4.EpaeT t°rt, mvcwm ' t _J W Q co ------- ---� --------- m s W Lo Z «„rtr w°,vw„�rv�.»w'""'cm..., ,re.o,w. w..N.... •.f .. pr°w•��...�.:N. .....-� I w,....,,e...,m.,o.,.m.®,.,.� SHEET ND.WSD-1 xE5TRA1NE00.EAUQNG FITTING ! .xi. .. PROJECT ND. 1 xsarslTEs�onessun[ owexo.xm TYP[CALCONNECTION FIGURE 10165 TO E%ISTING MAIN 131 v"— uwcnoeiz RESTRAINED JOINT FIGURE " ° ' VALVE COLLAR FIGURE owc xo.Iv FIGURE DS0.3E� AND VALVE BOX DETAIL REQUIREMENTS REDUCING FFMNGS r"v,s® 1 1 xo IDENTIFICATION MARKER 1 2 1 x/xx°ou 123 ND+ 'uMn•r.E (sox n¢fin) BROW,RD„°;;TM�-=_' = STANDARD DETAIL N.�tA..CO.;- � -_ STANDARD DETAIL ti0.oWMec�uN�W _ STANDARD DETAIL °." "A.`.°.°m "" STANDARD DETAIL z u M.. ,,.� „�.. , d,...e......<...".m.., ; .....m,,...s,...,.," .�..,..... ..�,�.,...� DATE REVISIONS FILLING AND FLUSHING FIGURE DATE Aurwsr TOig n ro.ne, uc sroenF CONNECTION oxre No.Ieo� FIGURE Dwc xo.eaA RESTORATION OF ROADWAY CUT FIGURE "" RESTORATION OF ROADWAY CUT FIGURE '^" 1205 SCALE Ag Aro�o _ TYPICAL TRENCH BACKFILI �O FOR owGexo.Isee FOR y '] 1 DESIGNED DY P�R.G. v'vf01 PARALLEL UTILITY INSTALLATION 18 2 PERPENDICULAR U77LTTY INSTALLATION 1 J DRAWN BY P.R.G. CHECKED DY P.R.C. FIELD HOOK_ J co J O 0 aaowAao�NTY — RR°WARO COUNTY~ �" !R ut�:u n _ R DETAIL —_^^- STANDARD DETAIL STANDARD DETAIL ..,b...Kx - STANDARD DETAIL °ro„ �, - STANDARD 9RT=_l U- � M Q: LLJ CD Lu ir cn Hh SHEET No.WSD-2 PROJECT No. .a�,...w. ..nQ.,..uxo.e FIRE HYDRANT M^FIGURE 10165 �• "' rues roan •.� : •: enwruw ,pvY,°, INSTALLATION 231 yk^ ow°xo.0 TYPES WATER FIGURE ow°No.M WATER METER FIGURE SERVICE CONNECTION "1 21 1( , INSTALLATION ow°xo.x METER INSTALLATION FIGURE ^ 9 vavam, G 1 1 vxvyu., FOR%*AND 1"METERS 2: v,v,q, FOR]yi'OR 2"METERS 2.2 O �R 11 8 RNtlM IEG Ib.191U (fdl MF ilRAl) BRowA�Rp cOuNrr� aROW°ARO couNTY _ STANDARD BROWARD LOG nNTY —- RROWARUDOUN11 STANDARD DETAIL �., __ DETAIL „°„°,, - STANDARD DETAIL ° n. . ---- STANDARD DETAIL o zCCd DATE REVISIONS ` DWG XD.9A •.•��' TYPE1 u m+FIGURE � cwG xo.sn FIGURE "owc eo.iilFi� PRECAST°...m.,+�mm..u�+,�xnx. n ,.mo.,•nn.ww,m�°.nm..w„mu�,m°.,° DATE APRR 2017 PRNATE FIRE PROTECTION.m MANUAL BLOW OFF ^] "] "owc xo.uD• SHALLOW N FIGURE' AS N01f0 uavw]a 4",6"AND 8"DIAMETER CONNECTION 235 v]]!xu 252 �lyw� MAINTENANCE ACCESS STRUCTURE L nEvrsm MAINTENANCE ACCESS STRUCTURE y i SCALE alonw] 311 DESIGNED BY P.R.C. DRAIN CHECKED PR.C. FIELD HOOKHY G J J m § W C) ❑ RROWAnn eouxTv w-- . STANDARD DETAIL BRowARo couem a STANDARD DETAIL , �m,.x`e",°,."°Mu°'°"'°" M ^ _ °•-°°�°• _ "`" �r"° gym sNO�WReDpOUNTY� _— STANDARD DETAIL ` 8' W } LL W W fn v Q III.AN Z J1 I� I m E X E R°Namlm. ----------n W IFXxWARD RB"�°Nxl" .eme° -` - i Z i i .,°x,.R.EwB e.X 1-----— /,:- --------- L otf � rmoeNl '- yr ,1 +uv _ � m ZZsQ W 8 wermewa• ,Xu arx N ----------__ mRNw Lo d f SEMON A-A [[bp55 SHEET Nu WSD-3 PROJECT No. ..«.mX.mxn.�s�M, """ srsXN,w°caaisunox. .o,mnmR. 'n Xmw9X SEWER SERVICE FIGSJRE 10185 o""XD.+� WNNECI70N AT PROPE0.7Y DvlGFxD.]iB INVERT CHANNEL FIGURE sen,e9 LINEOREASEMENTUNE 341 "Dwo ao.]se GRAVITY SEWER FIGURE unsn FLOW DIRECTIONS Nzsp°�1 PROFILE RevuED MAINTENANCE ACCESS STRUCTURE 315 ]nlasu 318 ©WYE SEWER SERVICE CONNE(-OON DETAIL 331 ' ]nn9n COVER NTS FERR R.sluN,f.f RNs6�RED. .IBUJ (F011 MF FRi1Q BROW AO coWrr� STANDARD DETAIL z o ina:namnim[ �m o a SIAMESE FIRE DEPARTMENT CONNECTION z 1 -- z _ z (NOT FOR BCW WS APPROVAL) w.�Rax+ DATE REVISIONS d 4 DATE AUGUST 2019 Ss wRxer - - FIGURE ° SCALE AS NOTED owy°oasd: 9OLLARD - i.°. DCS[GNHD BY P.R.G. vx�rm,• 194 DRAWN BY P.R.L. .. CHECKED BY P.R.G. -fir= FIELD BOOK_ MTER— STANDARD DETAIL J m W CD 3"BACK-FLOW PREVENTOR 8 8 r°R (NOT FOR BCW WS APPROVAL) M 3 W of w �Wj �z Tu�T V2M�fUMgrlrml - <wn Iu.E aroma m 5 W 15 ��'• � Q °.umn sronwrxa as ome[ YCL"xeiwv[I. varM xnu E _ SHHHT No.WSD'4 3" OR 4" DOMESTIC WATER SERVICE PROJECT No. B.C.W.W.S DETAIL NO. 234 10185 P[rtR R.G41➢,P.E. ft01RM REG N°.IW3 (E°t IIE TRW) 1i► z Lzi 0 o ag z • / II N-� "��" (_, (.,`�. ice`{` �' N s� I � /• aau :I '-°' •r�M,I� �NPaaxc ,_'�"�0`.4mu�'' or"�rea�Lnl a �°',P�m \s~''� a.aa< TYPICAL FIRE LANE t i N.T.S. TYPICAL HANDICAPPED PARKING z o JL NIs � z } S LEGEND . 1 +� nc'a. � Dare PEVISIONS - .F ... � wrowsroxasr� .PryNa®N.PNPP EMERGENCY VEHICLE TURNING RADIUS AREA DATE apacx M!B _ I SCAIE AS NOIEO �� I I — tMRINA MILE DESIGNED BYP�A�O EXIST,BUILDING _ I GENERAL NOTES: j �II I 1BB.BOe B.F. bV YxI.OPM II 1. m/aFlCTMWNIPI`➢Mpa`EV Dsl -` Uµ� DRAYIN BY P.R.G I I I CHECEEB BYP.Fc- FIELD BOOS_ II �i �' _ I �awraNExr's�awox saroxryuw Pa�uexrMNuuxBs sxau i a YYY I _ _ coxwnNmxrruc.wsRFsroxs NunipoBrexANGxnFF z ,wp.TpNRa� � � I _ _ _ .N BNaal�pePaR Pa�ro�pxB,RN — Pa�xE B aPMx�N.�a�R E I a s a e e n.e 'e b II _ I 1 a�.P Naxa p wPaN,. g I Z I — I I I 11 I I I -1 I i'III I I E �PaBNNNx�aa°��A Lin a J, VEMENi MARNINGB I (h O TOGONFORMTOBR Dri W.TRAFFIC ENGINEERING `n J I ]500 BUIlOING / - Z LL, Y II �' W Q a, U 1 tt F C z b b ...e..n....w.....r..e 8 ..a......e... « .�...^.... b b b BASAL -I Tm k1 !. .�. B. B .i. �� _ a leFE — 'sef � o V. RE txE NE'f ABWEI^ yyfI n••^^`•` � � I ma xa rc rs aca, I ns .au, I nRFw I N i SHEET N PM-1 PMECT xp. l 110165 III I (�5 I, � t oN rx mul c� POF FnabdvNN pdIFNUory Pro Idal versbn xwv.odNaWry r t =I' .a. ,ENR � r z N �.` off: nIm �'° 'mi[w`i-wwrtauw s�w°N.["�uROa.l ,,r� � f f TYPICAL FIRE LANE STRIPING _ �Ytt — �za. z U: p, OED EIRE SWFJ DOUBLE DETECTOR CHECK VALVE p OAT6 R6vI510NS - 0'�0 I v[min wv v,.vr w wau DATE uARCN 0,9 wR[ SCALE AS-10 r xaE ..i wtl[ ,eu i 5 DESIGNED 3Yff-0. mm.BIaBwD ;>? I ma I DRAWN BY CH ECEED WAS A.O. 6t FIELD BOWL_ a � I ilu-ILLU&B-1S E S e et III I jjjjj �IjF7j �� a.1. ..a - ma[�.m o �a J FIRE HYDRANT INSTALLATION AID 3 Li .,. c) m.n IgTE& 11 —AGING S\"\ rew[m[rrwao irt¢w[ N Z LLI •4 :� I I� O 153.B SF v[�.e f > ®mrwu w oa,.ue..cn rsw,o�o�R L`—L 1 I F.F.=10.15NAV.0. I •tee w r n�m� [, fz F- Y r W. U F- coLu ' 4g Z d. .; MM • - a a ------- --_.. a LECErIo 0[*�4�: t..._. ' ___._ I#� I �• I w E chi PROJECT NO fr.MERCENCY 1U165 VEHICLE TURNING RADIUS AREA SIAMESE FIRE DEPARTMENTCONNECTION R.P.M.PLACEMENT vds Imn.u[ PDFaNW Pd F—VPro WIwale0 vmwotlll[eun GENERAL NOTES B __ vxnxx wcunu[.wo muu,[vscmos or,u Pau.nB�wnvw BFHFABI BPEgFNATON9 PoR WB,EAAHOBRxVRY BBYIEIIBWREA,B Z 17 — z o_ _sax "N="caen""N°m,n'"�°s arum aenwm awo,m um,n=,,,mcra" ,'a. 8P✓S' - 06;0.%w l%ll%'w6.%.FQBff%l ffmrdTRAwlm&UmCWdfP w,rrrn x- m F r ar°»r..e�or""�uo nc u,°c n.smx m.w,uo.xa.m:u sr,�c,m a Ps1ka� �¢�sn ` p E z , ^ "��ss sw awsu .TA,w rv-si,�, 0 w�,�We��%%raV a^' °»n,° P Wxr M,r,rt m ° ,R Kx z w U M&v w ,s TMr war „wa«4l`mr'N'& na'):Pr xracnm,xr awnB.a,an 'w E6bd5%S"W,°kN1In'G'&LvoT%PeW'L'F d�rro.'�4`�°«"b:�6'd`k"6w�Ph°B�w°4.X0 ""rs ix°�"�.�"'r"w", wBmxxoeBw>:R BEPuumxxmEew Pmacw.wa.t �xE en�d"or` mEB wwoR BPnE _ i mx,w,a&i r axoA x«w«,o,,.wnxc«m,. "u.xn TMr.mwnnw.�,ren�x • m_wmn w,$) > p er ano.M,,.,w,..br gym.,«r s wO10N"w.TMo�°x l'=%`PLT"o�ZA a e R ".r wr%o�.)�o°,x':` 0.x§wFS"Rdi KkA&PM'i4x 8k Pi�"PSNy..TM,ffira.�,mxs.,�B.m,m m a ,aw AU. _ qua nm as b _ R®PawmLm �!::a" - em or°,«P.,xw. T rmsewxe w.rEeuim Bv,a rw""ms�ww`eE r`xun"�"9, ixro«rm ao p ui'"`" DATE REVISIONS " v" �ssx ��w 'anwN irei�;aa,ow.xPexa«m�ad«° 6 " o¢�ws ,N¢ .u, U..rw 1 WAN BrreP.M2",., amwwemm B ,;� �ixs/'"mm,(u,rn wsvB,w,on-w. (n.m¢m.mixrsl' DATE AUGUST 2019 o. NmEcrwxs '_ ow w m«, µo«.«wx«,,an.ox,smv„m mx aBww.an w«a P,mm,r° ,. ovm rnw,a ar r.e ro rwnxm e,wr n.,,ten Pw uB x o x mr n.a.noxsn,m xmxm--� PrwPs eea«„ As SCALESIGE NED BY ,roreo xams Prm, �°°x o1°"I",rr rwn,.xxnE� h„�r ,s D P.R.G. w�- B X°, mm�xxuLxo,Ee(rsPERe.cw.ws.> DRAWN BY PR.C. w°nr"m°"",r'.Mr,` xaa,m.xwxex w,P,Nuc v..ur,wu B<aWcwxm r° �sT:"=n a„wa uo:P—IWll— �TM,nsi TM CHECKED BY P_H.a. vn,¢M1i1 wv.MVN'q cmxi,maeeEwxe°nsmx s,u+oNms FIELD BOOK ,�.�.mPa m,»a1m-.,wrt„mm�w) ,ec«new�m�,cn"o«�iww+x,wxc.aEi,n _ cmrmc. m«,�"amx m,�c u,owu N.BNIre eRAWWm"mmne waa nowt cwrs,nacnov oasmxnmu zw.x¢. 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I CNGRD[NGY z'-II'WDG 9/,'R[ptSxD I �•5D'-D'srP � ____.$1,D p sP>N px�u R wut rMue,wunN -•RraR Trees,rM1 u0 OACR5ce GeD uuM'R%Geri xPaei Re55T TRrt[D DL DVGPtOW Sa.TreM1 rpt¢artLL ealo«pa`R).T[T DlIDW(MI /t �eT GOP MA wvuumvo'..0 vi w _ _ w/Auu raaRt(Trn I tT:n I M rMee ITm.I I / I - \ I ® exlRr ravel. -,u rrxvs rn,M1x ieX,we a%wT eue "r•'�ww��. . \_.J _ D rOM1¢art,.eaW.ro M1euWe fwmn,ez,ue ENANT 0 TENANT eT Reswr _.LL caoR,x vex wuwws eXreROM1 SIGNAG --.. _.- �,-- .--..-. - --...._. - ® 51GNAGEi z oR` ernoHi o�„s5 s o fro »,�w.m,•m,n- .----- -.---- -'— - LLIM rR«2 fT5R1A D,eR spec wwwraM1,PelS,en DOc<,Re, 1]001 furl waus,O u r,xm ua ra re,wO m w„f G ® ❑ ® ❑ ❑ + ❑ ❑ ® ❑ ® ® ® ;:� ,w w" tX M1 D A R p A T E«,Kx a.S 707-og-,o fm D e�clnyp sopw i.nm ITrn „A T aRT,D .Amato o/Gxe.re 1/]G"=1'-0" • n _ 7R[ t 1 0-�°�� M�Ss,Ti<iv/nr�wr�ilc vle�a 5art,u5W R` _ F9 0 19 H M P 9 m - - OTo.xn`o' .r�nai,¢.rrM1wt rM1w, UTH ELEV,q f10N PARTIAL SO Re %la'-D'AT T N4%Y-O•[%rtRCR flTK e-O'X Imo'-O'tXceT[RD gg D dMR, DDG DR W/ RA-5 Mfr paw —P— .... ..nDDR f5TR .A4.1 e0.w,�Oap ITrn Daf tlr (TYPI 5T.R5 wl Nfe s G.n55 w/ r. RAMC 9YSTW Ii s W,ex rawi Gru,r OneR rweAf .'.,PARTIAL SOUTH ELEVATION w, PAINT NOTES �•A d�SGN.O�e.a�rw�i.i e� RYE[4.D�MG[I'DOw�OOniOH•C.LviIRO!O �N1IlD iGO�i Y W][W]O!M[.hR G t.r M Wu1 rRwf45[Kw wruD,TrW 5GN K TO fR:RneeD 9nxvM t!R[Wrtn IM Y 9GN4f[.RN.S•M,D 1eWNf rRrNt SGwO!w rRprt Gsvv.TDx-9e[MY- meN m9 SIX SGw.Ge 5•w.l.a!Ne%,b Y.wR m5\x�pS\S/RIW raO,D[ILMM-la,IrO o .... .. ..................... ....__._... ..... 4 Y I r wl+RD.D.eM I MODO�+.O ru.WN4 ew4rt. '. ® j I oeuxtt]w.u.wl.N,m�GIW� R[RRx e'ro11%l I.lrtERS( 10'DM1Gn Il,'Ti,Gt.Rl.i prt I/ DrIITMrA OKT I R1 ••raNT w�,N Ib Y,!NlNI I 0�.DDW[,<N.�[R] �W,�w S�Dw.R[ru Te aGwO!Me!ITYr) j I �00.,l!��OpOprr��IGO Y arGluM �TRG 50[RM Irttl ��[---- ; M[•lxY%�STNOMr rM R[WaCOMss i I rT ® W4l v/nn I TtT V r N finl i W ru v:u»e�wi lirri ,SIGNAGE SIGNAGEi! w U m - le'-O'%Ix'-o'.ezruoR wfmv. R[5Kr xwuRwr O,.wss - d a'fwwrw - (�i . rR..e srsier 1 �TaM+u fn Ml •_ 0tD 5 werRcert ---- .,,a sIr {^JI OR I 777— W pq Q SRDOIM!IT'!r) WlOOvI.IM.GT[RnKT r•Dd/,M•OT RbKr W1ppv. R Mr DiWw4•uTtn .G.R Mb pliw!!N Y-•'6 e'-O srN wr a.n»wl sssowW.art r...»wl 5rrwr O�.•r',wl 4w w.ls+n x v u wve ziz w±5o x ar cauett suRS wi Isr4 arsreu ITrrl rl..e srSTu ITm r arsre0 ttrrl ow.mun r.e.lX Me.. •ss r.c.oe O roarr•wR,u um Lo U W'.!.EAST ELEVATION --N GLASS/DOOR PERCENTAGE DIAGRAM cd Q Q® Q A, i I 1 r lmuern.o,e eD �uo wpa+twur ttwvn]Me.uoWw.N � '!wtR.�'[ x LM�NG.LO •DDrt0x4 Y a W ] w m soc ar l[iTNRL(GlM,xl 00 fOMf wOMI MIMKGS.rw5 D Y q 5fMw6[.R4 Ar[.Gn I 1 Y i[wNT r[wT 50waeIM[.IiR) WY�Np aGv;[�R lW:o nu'2ww OlNDrCS W4.vOwlm�[iIII I I Otwtt3 W.I..IR_,Gmi ebYG 5 K TO S[ R.G[D.'JIcVVN,lM wIM 16•Y aGHb!M[•• w•Daw EILOwCRD Ow - j ® j W-a40r/ITrY j jlC 3 J Trb r 9r o[5GDN.G[Y'Wi OC rWit I 1 0'non w,•wGl.n.T GjW�/u.41N4.mRe» I Ib x.wrtl rrl5 we r.,ee �NOrn. e z i r ILI I'Ree[55D N N•euSi ts�Y�la L r•MeD Sw nq I r' Ytl Drr I WrtnN] Y!GW(K NC.'lae'z In19[G111[D I -�T,e'b M!'� I I ro w4.wnn vY 5rwo0Ar rM I ® m elr"� �wiAe7"_. ,•••• Au,r�irwir�iva w�iirier<»N •T. wM w!!nx ® ?r SIG AM eexc - '` SIGN G "..::,,. :;T1 .,. r�r ieR:lTxr"i.swi IM) 0 0 le'arz Izo•.erRRGR wroow. - N mEr El •G RpKr 510R[IRWI O.•n 6 0 DO[R 41M M•ti 5+9ifrw ITrR ARCH ITcCTUR'e s•-o•z••a.e%TaGR wroow. s-lo'%s-o a%reRDR eM-o•z Iz-o•.ezrelln wNDow. r4 a ,.,,,•„-,'.,,,�„_,_,,,,.,,_ ewr ReaKT xaa wan I wOW...r.ci ResKT _cr w !rw[rROM sRwn a Urri Dip0M01'""'c" aarm�K!Rv.exnT w.z- u»wi•u4 rR4•e!rlTw siaelRpn a.n w,4w !n w,•u.5x eR4e srsiw Rernxl.R ss+Y w r.ceoe Me•xrwleN z-s a e_o N�-�. Ittr! rpYp SrSRN fRrl vi'R 0[NLIICT!]T•RS Wi.lT4 pOw,0.s»MCW!.Rle. R(qp 10 roR 3]>.w 350 Y M N»nWwR•M mn Izw•w.»r•c.tt �egr r WL•?I. WEST ELEVATION _ ,�",a GLASS/DOOR PERCENTAGE DIAGRAM :c j I I j I ,a.Dw Dares w•Ix I '-�:'o�e°Nrr v�M.reT �17-001•. 0r o.x�i eIGR—r— ____ _--J--_-._ _. _ _._._q�i�C�4aa► �a.w•H n:.r[T -eeo a ecnr,' ?A79-09-10 __ z-Ilr Reve4s wlmN 1/16"=1'-0" ®I iu Rlv:..»[I.Nw°n� EAST&WEST •y� z-n•woe.5l+- V ILI Iaf�rM4 IMI ® =IRCY-*•aiwerROxrlmv. cl..n wl5 u4 rw.e srsrw ELEVATIONS& BUILDING SECTION x A4.2 .',.,N—S BLDG SECTION / EAST ELEV OF CENTRAL ENTRY FEATURE I.'.,..WEST ELEV OF SE CORNER ENTRY J0.1 P4 0 z ----------------- CO Z PARTIAL NORTH ELEVATION Lr) Ln CO v 'TTL",: Ll El El El El 0 El io Ll ug- ------------- - ----- /a---------- ----------------- I- Tl • G-S-01 1- (T-) W 2,)05� W1=5 5 1 5' H M" 2 �R C H I T E CT U R E PARTIAL NORTH ELEVATION a 03 El El El El El 0 El El EL............. 2019-09-1 o 7/16-1.v. -- -------------------- ------- ---------- NORTH ELEVATION PARTIAL A4.3 PARTIAL NORTH ELEVATION n�1• P--11-71 a540 4' 4 � t. ° acws xw _.2ose 'r ans >: t 3•, t ��C4 I I P49oi5 A 1' 75.g 1 il` JU -Sin , 1197 e.,.�l'i lol a fu�J N s2WJ v2UO2 �r 1• y �'. 150• °s - SJ `, raga tta5d I �: .� { �a; 1cn ss7j;t5 1s3J�s• E=5 443 5e,� Ty�.� L 1203 ./. • r:HiU tit tyl'+9, .3 +F�Lp`7-7 ^, I 'x :. r.: :ns'34tt\� - `,.:.,a,e., I I laro ss' .•^ . ..4 w y tiA t. 15Un �18"sISC5 oaw v949 1Ub JytU 176 - tl wl All i '� B�i 7 f' J 1- - { IBOAo911d U7 ISo t; - °1950 g(I 819 1771 f7j8 4i I I a `« 1f .�•7-2 t{rtf .� IU2f b"t, title, '� y 31 �se., ,lnr p(R� ts7e� t, o ttl22 - 177 IIG�'L. •�.,�,'r i ..} tE i'USVt ilGJ eiN6? -'cl It7�Ntl479tlM7 13 Y- ru1eab W3 174i5G fr „7 I . t25q i J __'S nlr';J .1254 1 19 d'1 2 1`tU ,17U 1°1782 1N �'tl` ® t IF b!Wrpl L2 171 1 b t'�dO fIW 1921�91' 9 t8UU ' 2 p p I'- ,�g2881b27}BZO 8"T 10.5 -.1d U tlSS. 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