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Home My WebLink AboutR-2017-023 Burger King Site Plan (SP-122-16) RESOLUTION NO.2017-023 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-122-16) SUBMITTED BY BK STERLING INVESTMENT, LLC FOR PROPERTY LOCATED AT 1800 STIRLING ROAD WITHIN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A"; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Chapter 28, Part 6 of the Dania Beach Land Development Code (the "LDC"), Article 635, entitled"Development Review Procedures and Requirements", and Section 340-40 "Planned Mixed-Use Development District (PMUD)," entitled "Development Design Guidelines (DDG)," provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, LDC Article 340 "Planned Mixed-Use Development District (PMUD),"Section 340-30(S) "Site plan approval," provides that site plan development shall comply with the established PMUD regulations and the approved DDG; and WHEREAS, BK Sterling Investment, LLC (the "Applicant") is requesting site plan approval to permit the development of Dania Pointe Burger King consisting of an approximately 2,740 square foot commercial building to be located at 1800 Stirling Road within the City of Dania Beach, Florida(the "City"); and WHEREAS, the site plan application (SP-122-16) has been reviewed for compliance with the approved Dania Pointe DDG in accordance with Article 635 and Article 340; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS, the City Commission finds that the approval of the Site Plan (SP-122-16) will protect the 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. The foregoing "WHEREAS" clauses are ratified and confirmed as being true and correct and they are made a specific part of this Resolution. Section 2. Pursuant to Chapter 28, Part 6 of the Dania Beach Land Development Code (the "LDC"), Article 635 "Development Review Procedures and Requirements," and Article 340 "Planned Mixed-Use Development District(PMUD)," Section 340-40 "Development Design Guidelines (DDG), the Site Plan (SP-122-16), attached as Exhibit "B" which is made a part of and incorporated into this Resolution by reference, is approved. Section 3. The approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. Applicant must submit a tree survey and tree removal/relocation plan prepared by a licensed arborist with a justification statement identifying how the proposed tree removals are limited to the minimum number necessary, as illustrated by the site plan, in accordance with Broward County and Dania Beach's tree preservation requirements, per the City's LDC, Section 825-80(B)prior to issuance of a building permit. 2. Final landscape plans must be submitted and approved prior to issuance of a building permit. 3. Payment to the City's Tree Trust Fund for removal of any tree prior to issuance of a building permit, in association with a tree removal permit. 4. In order to complete any further landscaping review, a PDF copy of the landscape and site plan must be provided. This may be sent to Daniel Parobok at daniel.paroboknmetricen .com (Landscape Consultant). 5. Address Detail (BSO Fire). 6. Will the two drive thru aisles merged as one as driver approaches exit to Stirling Road? If so this must be taken into consideration in your pavement and striping plan. NEEDS CONSENT FROM ADJACENT PROPERTY OWNERS THAT THEIR EXISTING DRIVEWAY OPENING CAN BE PERMANENTLY CLOSED (Engineering). 7. Provide copy of pre- and post-development stormwater management and drainage calculations. More specifically we need to know the following information: 10-year ,, 25-year and 100-year, 24 hour and 72 hour flood stage elevations. STORMWATER CALCULATIONS NEEDS TO BE REVISED WITH ASSUMPTION OF ZERO DISCHARGE. WHERE IS C-18? DEFINITELY NOT WITHIN THE VICINITY OF THE PROJECT(Engineering). 8. Indicate current FEMA base flood elevation (BFE). Finished floor elevation (FFE) shall be one (1) foot above BFE. PROPOSED FFE IS 12.5 FEET HOWEVER CALCULATED 100- YR 72-HR ELEVATION IS 17. ELEVATION REQUIRES THE HIGHER NUMBER(?) REVISIT YOUR CALCULATIONS (Engineering). 9. Proposed grading and drainage plan shall be based on the stormwater management calculations (Engineering). 2 RESOLUTION 42017-023 10. A separate meeting needs to be arranged with Public Services Department to discuss proposed water and sewer connection. Please contact Antoine Johnson, Administrative Coordinator, Public Services Department to make an appointment, phone number 954-924- 6808 ext. 3882, email: gpollard(a-)daniabeachfl.gov (Engineering). 11. Per Dania Code of Ordinances (Article 415 — Sidewalks and Swales), Owner is responsible for sidewalks and swale improvements within the road right of way (Engineering). 12. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State Plane Coordinate (NAD 83). This should be addressed as part of the final submittal (Engineering). 13. The proximity to the airport will require FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. 2°a time requested. Section 4. That pursuant to Section 14 "Site Plan Submittals" of the Dania Pointe PMUD Design Development Guidelines, the Site Plan (SP-122-16) approval shall automatically expire and become null and void five (5) years from the effective date of this Resolution unless the Applicant files a complete building permit application and secures approval of building permits for the improvements shown on the Site Plan within the five (5)year time frame, unless an extension is granted by the City Commission. Section 5. That such application must be reviewed by the Broward County Aviation Department. The point of contact is William Castillo, Airport Planner located at 220 S.W. 45 Street, Suite 101, Dania Beach, Florida, 33312, (954) 359-6100. Section 6. That 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 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. 3 RESOLUTION#2017-023 Section 8. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on March 14, 2017. ATTEST: CI�P�-S F1 ciry LOUISE STILSON, CMC TAMARA JA� S CITY CLERK 1 MAYOR APPROVED AS T O AND CORRECTNESS: THOMAS J. AN RO CITY ATTORN Y 4 RESOLUTION#2017-023 EXHIBIT "A" LEGAL DESCRIPTION LOTS 7 THROUGH 17, INCLUSIVE, BLOCK 1, LESS THE SOUTH 28 FEET OF LOTS 11, 12, 13, 14, BLOCK 1, AND LESS THE EAST 5 FEET OF LOT 11, BLOCK 1, OF DOUGLAS HILL, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE(S) 45, PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; AND FURTHER LESS AND EXCEPT THE FOLLOWING TWO(2)PARCELS: 1) A PORTION OF LOTS 7, 8, 9, 10 AND 11, BLOCK 1, DOUGLAS HILL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN A PORTION OF LOTS 7, 8, 9, 10 AND 11, BLOCK 1, DOUGLAS HILL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST ONE-QUARTER (SW 'A) OF SECTION 33, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BEING A POINT ON THE CENTERLINE OF STIRLING ROAD; THENCE ALONG THE EAST LINE OF SAID SOUTHWEST ONE-QUARTER (SW 'A) OF SECTION 33, BEING THE EAST RIGHT-OF-WAY LINE OF S.W. 18TH AVENUE, NORTH 01°20'24" WEST, 82.25 FEET; THENCE SOUTH 88°39'36"WEST, 30.00 FEET TO THE POINT OF BEGINNING ON THE WEST WEST, 82.25 FEET; THENCE SOUTH 88°39'36"WEST, 30.00 FEET TO THE POINT OF BEGINNING ON THE WEST WEST, 30.00 FEET TO THE POINT OF BEGINNING ON THE WEST RIGHT-OF-WAY LINE OF S.W. 18TH AVENUE; THENCE ALONG SAID RIGHT-OF-WAY LINE NORTH 01°20'24"WEST 51.15 FEET TO WEST 51.15 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 10; THENCE ALONG SAID SOUTH LINE, NORTH 87°25'26" EAST, 5.00 FEET; EAST, 5.00 FEET; THENCE ALONG THE EAST LINE OF SAID LOTS 10,9,8, AND 7, NORTH 01°20'24"WEST, 209.95 FEET TO THE NORTHEAST WEST, 209.95 FEET TO THE NORTHEAST CORNER OF SAID LOT 7; THENCE SOUTH 05000'47"WEST, 183.63 FEET; THENCE SOUTH 01020'24"EAST, 94.22 FEET TO A WEST, 183.63 FEET; THENCE SOUTH 01°20'24"EAST, 94.22 FEET TO A EAST, 94.22 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF STIRLING ROAD; THENCE ALONG SAID RIGHT- OF-WAY LINE, NORTH 43°17'55"EAST, 21.80 FEET TO THE POINT OF BEGINNING. EAST, 21.80 FEET TO THE POINT OF BEGINNING. AND 2)PARCEL 109 THAT PART OF LOTS I I THROUGH 14, INCLUSIVE, BLOCK 1, DOUGLAS HILL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, LYING IN SECTION 33, TOWNSHIP 50 SOUTH, RANGE 42 EAST,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 14; THENCE SOUTH 01°21'14" EAST ALONG THE WEST LINE OF SAID EAST ALONG THE WEST LINE OF SAID LOT 14, A DISTANCE OF 38.15 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 39°50'02" EAST, A DISTANCE OF 20.07 EAST, A DISTANCE OF 20.07 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIAL BEARING OF SOUTH 06°13'55" WEST, WEST, THROUGH SAID POINT, AND A CHORD BEARING OF SOUTH 85°30'49" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE EAST;THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 2245.34 FEET, THROUGH A CENTRAL ANGLE OF 5 RESOLUTION#2017-023 03°29'29", AN ARC DISTANCE OF 133.56 FEET TO THE , AN ARC DISTANCE OF 133.56 FEET TO THE END OF SAID CURVE; THENCE SOUTH 43°17'55"WEST, A DISTANCE OF 14.29 FEET TO THE NORTHERLY EXISTING WEST, A DISTANCE OF 14.29 FEET TO THE NORTHERLY EXISTING RIGHT-OF-WAY LINE, A DISTANCE OF 104.92 FEET; THENCE NORTH 46°42'30" WEST, A DISTANCE OF 42.69 FEET TO THE WEST, A DISTANCE OF 42.69 FEET TO THE WEST LINE OF SAID LOT 4; THENCE NORTH 01°21'14" WEST ALONG SAID WEST LINE, A DISTANCE OF 10.77 FEET TO THE WEST ALONG SAID WEST LINE, A DISTANCE OF 10.77 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE AND BEING IN THE CITY OF DANIA BEACH, FLORIDA AND CONTAINING 0.88 ACRES (38,353 SQUARE FEET),MORE OR LESS" 6 RESOLUTION#2017-023 EXHIBIT `B" Site Plan 7 RESOLUTION#2017-023 8 CONSTRUCTION PLANS FOR " DANIA POINTE BURGER KING ® _ 8 LOCATEDIN C s 7ON CITY OF DANIA BEACH FLORIDA C kb BROWARD COUNTY ! �g� a .• SECTION 33, TOWNSHIP 50S, RANGE 42E ^ g eE �] SMeI Usl Tebb y��3 PROJECT-TEAM E; F.RTUDDER.Nf /yam f $ HOLLYWOOD NiIERNATIONgl j� e€ s f OWNER CIVIL ENGINEER d �. AO]PDRT . xEE EEx.wuwELLasnx j rauw,n»,]I '[°aoc o,°tiox onEa mie5. 1 :V f 1 a ii ( I �!1 1�,+$ lL�,, •S' ,,.. p wawwrweoe,x z p n " ARCHITECT LANDSCAPE ARCHITECT s ARCHITECT — � s y3q sze�n axazm Inmmnr.slmE zm w�EEr vnx�aewcx Izaslur z,zz 156 Dnlln+suers rv.su hzao° !r `;1 a jj wnona] ENVIRONMENTAL CONSULTANT SURVEYOR e asc�E a(ewrtile rN.°ixwma MxWArwsww UL NDRPA'Daswow oEE „I g: F0.51lcasa°Dzl� {d i? r ik i �a �rosgsesanzE GEOTECHNICAL CONSULTANT a u, � Y 9 DEVELOPER w,EwaaTR R uae, n E r EERncEs uE�]oxTx � s. g_ Y een] EEW,x,-- PROJECT_LOCATION a a�] E ]Dwo VICINITY W i uJ u R LIST OF CONTACTS w f STORMWATER wxncENExz ENGINEERING ELECTRIC PROVIDER 0 ExowxxD�a 0 c, xa qx xNeDoan o,.TER �xTxex .. o ox �= N�REETx �aRw�lx.xx,Exx�xN,o .,w�x� S WATER BUILDING DIVISION TELEPHONE PROVIDER VY erAv ixc o ,rowGsrcevu EvavO E i vwnn z�iw.9uNWR z _allr°rcr°nox mMa e°""F xT.i�eau xI wwnxxo xE wxliac�awx Y xn oo wrwnn a' J $7 SANITARY SEWER w LANDSCAPING AND TREE PRESERVATION NATURAL GAS PROVIDER b� ,��a,si u+a � iawa ew�]eirl sTn�T �*��:ve�xursuTEam �O� �` e`a+:� ernmE Iin'n OBAwc as�M.eov v�o wvcw, m o o+ PREPARED BY: w w 3 R' FIRE PREVENTION FDOT > cbsExRawe � � Kimley»>Horn z J a_ z g? 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'J 4p STANDARD DUTY ASPHALTa STANDARD DUTY CONCRETE ✓ _ �S a 1 „.aAw oaar;.ar A.aro w an v Kra nu na.m.ol SAW-CUT rws r,aw. r.c•;11�•. ,,,E n Aw, I N 1 „�r A,ar nwcwAlx aAH A 31 a arer_Ipw Vora SUE OF AH5 o W a a n s w.HEAVY DUTY ASPHALT HEAVY DUTY CONCRETE i �,., „.r1 a.mrr � •Twy -�-'o4°cn,.n voewAuc,IdHrs ear wmw Z uJ j( naa.a a .a aD a .. mew„a a wea.r IgT.an µ ww t,ro Q 0 i ",:o'"'a`aai ° Otv.rr°.w.-0- H.,.°to anw ca:wER e ,wLE of wawa.,Hit+trtss ¢ z (n ,e xaa seula W Z 0 —DAno..S—S.3�,O�xo,'1pi+s wo¢or.51[xmca .tta D o KrA w non. 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EET W,,.R U C-401 Y WATER AND SEWER UTILITY NOTES i m ,:. _ -\ ,. � I � ,[ x«P.xx�a,wM.nwnxPtm,nne�w.mw,aw..nw.am,w.n.«,~ea.mxom�aw�xew„nr.a«roaw�.a.�n<r o R 2 Ago E - .. �: t I I a..'[„rn,.t rxnnwn»nawcrx»mn..ow[.rroao I «na ct�«a.edw I Il xaoaxmaaasr,ocw�.sn[wawow«.ap.•»mrmaa..awm..•:m:wnxr"[.x«ax owa.so«o.aam«,a.wxwao.ow.x[c»nxaar oon�nwwa«o..«ponnorw.aurc.,mr.,wn m.xw r .. .. w[wna«wxm«xwpwwt.nn.waanwxnnn»w[omasw E I 1 s .J � I natwmroewanurme,mwrotx[merex wnu wp w«u.n..xo[eunoxccoxoawro a. $ 9 10' UTUTY EASEMF�NT i � F.0 _ ..�='� ` _. I.' arwrw xp.p a w.,r.mxrxarwx»ro.w. ..•t a�x �", ^�twrrw aw.tw..E awwraw.ao»owr«wta[.,n,ormrrw, �� I.11I 11 il� rw.r r�«coxrnacroawwrsw»ricrwar rx r r. x w o jr r211 f L. 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I __ �p I 1 wowavmu arsrwwwnwow»mrn» rs.w« a«aawc r.,c. °wry emrwew.wo.rnoxa t.nw.o.t,«.t w _- _ I I wa.:: L .. 1 Vp d Ir I� at me w noamacaon wa wnnu,unacmrwcroxra.a[w s eamroxoErucwn.runwx»uovuwn,u.wom[ z Z w wr .w.r[w[ �➢ ''. l 47 100' p ataxnm w Ixn a.n»wwwa«wnl ............ -------- D D Ex L UTILITY LEGEND Mm,.ar {1III ^ w o aaxmm i 3 .. r•+ :, - r.^�-0 .: 1 ', �I �� comsncnnxwmwa n .term«.r .` rut J s amnw � i j .T7-_- � •onxxr eaww; � ':'r ��' Daw R'� n» — xx°mrx .arwagx [ tooTRExex �' coowxwwrwx»x«ae — — �; `? — _ mxwl Wxxxwux � rnx o[twu MELa r $ C7 w n m»,w» E 5 sno O sxEAss rRa>' Z _ 1 � (. i ° STIRLI G ROA1D ��@�-6-~'1.=f D•� Y (R O. .VARIES) I Jxx e>.0 ae J»,�— ' SC swltcx uswer W J_ r T 4x .ux a xrn m e aw - � o�wwar unsa `wv M � x�slc.0 uomc� �A> a S ZJ �'^ NORTH t' 1 GRE/SCHEDU EPTOR ap'cswrs�+on�on�cu".wan,,rrre a Q i I SLHEDULE aminaawotwaw«w I CRMHIG 3cw1E Ix fEET Q a$ 0 10 20 EFOREY YOU Z B 8 U. 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" "•��^m z_ $ ¢S canraw ro sort or naw wmw � J x s,memR m ea.emwu W J ai uw r.i �LL� W W gj BACKFILL UNDER WET CONDITIONS I- J $i —48 HOURS W� Z rj T BEFORE YOU DIG B a s- p _ Irs THE LAW B� DIALBII °ivirCJi e".r 4 BKEI UU"IBER U C-501 e F R 8 L _ STANDARD DETAIL ......., STANDARD DETAIL ,.,,,,,,, -= STANDARD DETAIL .^.,,,.., ---= STANDARD DETAIL i .r• �a �L �.., raa-^ � arse.. �i< ME — g g "T__ '__.__ 'ice." _ "��^..R:Sw±'e..�.:1o..,> ""s ✓s•.:"�'..o H g a Fs 221 222 w 255 w 331 £e STANDARD DETAIL at ?f �^e d i— ¢ ..7 gF tom•"°`.. 3 F,4 • rv�k w�k� 6 353 g �F gs (n �€ J LU LU H R LU ^i �F �s J E. RE F (7 �o� ? a- O �REIORI YW DIGTHE LAW` below. 0 DMall B� � m D �Rna x.�. �. ,f.�tap Po Rw.�.°�.am # "mw r � D 24 " a .14 Rxi.'iv v.,.IV- a�.$.= - - Lew 4. tso Fn,R LLI 2. oeo a.>I^ MMFu9E0 R KI1Wvdcfbv o. p Mo R _ _. fl'UVE RER ,a.ry 4b. sz3([tuSTFR) fay - QW. zr Wa T �tk—zO - ni VIE - - 9274 ♦ y le T1 is I I " 33 w I I ; R �1I.I- p Ra+ wAVEx rRwaefu i weo 0 xm 4 to esco r eew J a.r: REE.Ro ECDex L` J -,ems w eweRIER!m) _ m aaRe+esr..a+ aE w of F- 4-4 STIF2LING ROAD HaxH °� .o (R.O.W.VARIES) roa+ee�aw rorxx✓a. Z - I_ rrelee rz�n rawm J} _ 10C 5°^tE I"FEET J taste Rf �mER IHeuee Fw�Fv�eD El. Tire/5t-b Protuw ff - mew } .wf ro w F u> ( --- _ °g - E} CML BE YOU Di Z PoflE YOU DIGbW Q - R'S THE IAWI B DIM B11 rJ1°�Caa aH.n `+BEET xuxBFR u g� L-000 8 P r__— _� iL1J n°ftTN EDULE LANT SCN I I Q,, rRFEs BD c°nMcw C�i LA{. � ¢IT tNecw,vey Nvw BoulHam LNe Ewk 5.5'Lol. T%FSPR I W SS B�1 - 5 Cabbage Palmela F.G. W-M'CT 9 bqe I I �Q IC SCALE IN MET: _ k kk.SloBe�rbgMe F o 6 - TC T caa bo si,er hLmPel mil. 3'CP1. 4H!%6'5PR i 5 eese �N E9 O�.Yti ESJFE ffi C. E _. SMub•rani b beee r s CF eonprrc rwt oa•a A—la L. •Amea Lou T Plml Cant :4•De Is N 4I g3 1 I� - / I' \l. eR CwY•abolmuz j—Rw Tip R.e ilp Coe p con[ 36'DC arm9 4T 1 HF A —F..palm, Flre Baal, un —1 36'D.C. lB'x10 IT g !J — BH REAs BOTANL NPo A..F 3 e BCE e 1 I 1 FGRU Icua m orm em alud w.d e aa i 1 �' I 1 - .... ' cO!M COVERS BDfANCAL nE NA �_� <ONT Dc. SItE• 4TL Us / ,�`� 1 / 1 '' Oil—a.nmm'sw.ba 1y' Lily "H 4R3 0 5 F I I �1 1 1 t+n ( S /�' le\J IN by wmiwca•Nvw' °w>f Yapm ya IB .C. D e W. US F a .I74 tI [ i I J r P ANnuC NOTES aDE COnP E DEV !� nxI xT " I" 8Y 1 pANA REFER TO TH PO Ni ELO ESIGN u I PLAN NG D¢TA SLP ANT L15TT,GENERAL.NOTE B AND RaVIDED. » MENT D ELNEB , CONTRACTOR r I I A', L CONTRACT DOCunENTs FURTHER AND eHSUSA�o 1559 y ' cOHPLETE IN3TRucT10.N5. 2.PUNT LIST ouANTTEs ARE PROVIDED FOR EAf LFe14 BS le,b'1 SF sF SF C CONVENENCE N THE EENT OF WANTTY fr pEPA Es THE DR—LL�SHALL TAKE PRECEDENCE. V i a m Palm aW 10 5rruby1,000 BF or reaylraQ c ( ( I, DISCREPANCIES SHALL BROUGHT TO THE rm VUA MM•eepa arso. Li a3p y LA iATTENTIONNO HE LANDSCAPE ARCHITECT PRIDR TO 2 N 8 I _ l/ 1T'q]3/E,6=o0 K 10 222 N A N N • — 1 6 I I Q sL THAT s D ARE THE MW MUM SIZE THAT WILL BE ACCEPTEDFOR PLANT Uo n R F _7 EBAPPRPO_BY THE IN IDE gNOSS ELF MATERIAL N 7 r WRI 1NG AL r5 w11L BE CT TO APPROJu g N o w } / 1 1 BE LANDSCAPE AREN TECT AND/OR—ER' � \• l R PRESENTAT Vf BEFORE PLANTING CAN BEG N. " fi CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT M tl p NECEssARY TO AVOD DAMAGE TO S W ST NG UN°ERGROUND UTILITIES U!LIT E5 AND/D INTERFERE LFN I REOURED5-1- COMPLETED THwCONTRACTOR S RRTBE CET �T H E EXPENSE EP ESEA AND THE U,NDSCAPEAR.11ECT. a THE CONTRACTOR SNALL BEAR ALL c°sTs DF TESTING 6- sr NG --- of saps AMENDMENTS,r frc AssrzwrED w TH THE Y WORK ND NC VOE THE BPEC FCATONS > LDNTS IF SHALL FAMIL AR ZE HM/HERS¢A NITH THE ALL IN IF INFORMATION qND IXIST NG w BOST AND VERIFY B IMTION F DISCREPANCIES IXIST U Y IN CONTRACTOR S HET11Y aJNDAR EFS OF NOTI IEcn _= STIRLING ROAD `"°`� ALE Do v S. ALL NEW AND TRANSPLANTED PLANT MATERIAL SHALL Z $y (R.O.W.VARIES) Rai�A,IION 9D ST nN AUTa,ArIC UNDERGRDDND'e Z as Y J s= W J W gn Fa� „9 Z_¢J O41.L 4E HOVRS nw,m Z 9§ BEFORE YOII DIG ! Q ITS THE IAWI . bllew. 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OF L uTILMIE5,(CAUJIiE,ESPRY LINES NN CABLES,INCWONG ENUF a-1G B L THE WORE CMNAl,A W MMNISR ALL LIBOR,M ISCUSES,EO'.IT THEE TOMPLDLI CONTRACTOR SNARL PROVIDE fERIHIQ R APPL-I SCNEWLE TO 1,AS PPLICABLE TO 40.5(LINES ANp TAMS),WATER,SaIITAD EN WALL COD ALL ARUs THAT ARf INi PAVED CR f pRRgxSPORTATM,AND a1Y OdER APURTENa:CEl xEc6EARY FIR Nf cpr,PLmION W TNIS NSiauiKN TYPE,alp SITES PWPo5d USE.5 ESTEO fERTIu1FR 9YVERRY ONSTE F,aNU TEIPINONE. 1).WATE,IFIFN ANp PR' T 1.` PROJECT AS sWn'N ON iHF DRAWINGS,A9 FKLUND IN THE PLANT LIST,A4D As IERBN E5 INUILL BCE�4eNK OR OTHERMIL NATURALLY-DEWVED, UTILITIES.CALLeNATIGNAL q!F CMl-SM-TO LOCATE UTNUT Es. TPu IN M LESILNATED ON WE-11-HITHM THE fM1RUT UNDER SHALL INCLUDE HAWTEVaEE AND 11TERIN4 rF ALL CONTRACT PLUIfING AREA IMTN FRTILIZER METNICTHNS MAY APPLY-REFER TO PROPERTY'S LURI50KTIWK PUTARITY IX=.E%CAVATICIL CONTRACTOR 5 REBiRAH15 TO REMOVE ALL ENSTI G ANp Llnl s,wu5l SA¢IFKAILr NNffD OTHERWISE. cFRTIFKATION W KCFPTANL1tt BY T.OwNd. 0 MPoRTEOEund4CK AND INdOC%EME'BAVE WM ALL UVR APF PANN.G AREAS TO A e. TNf 50J SNARL eE cfATIM rO HEFT iLOtNA STATE IDApD u Fula OF BG, TRACTOR IS RFSRXSIrv-L TO IUCRFlLI TN6E PUNTIZ A2Fas AB50.VTELY TRUE TD VARIETAL TYPE,Al-aNO FREE S.PRCOFCTIOI W IXISTINL 9iRIKIURES MU¢H MATEMA.SHILL BE fNI15TdID AT WE TIE W APPLKAMS4 TO"EVENT WIND TO SCRON FINISHED LRADF HIN CLEAN TWSPL FN.M A 1%1,NTF SOURCE OR d INTO fPOnrI T M,FF•UNLUS,INEKis AND CGEA5E OF ANY END. W 3 uINWRaK aR mud ADvdN taNrtONS XwR Ix PLANK AREAS FOYER w' IOC,mud SEE CONsiRWiEN TFIa,ANO FMEM,AND ME]ED AT A RNUMRI DEFN OF B IFCHES.CLEAR MUM FROM FKH EXCAVATION THE CONTRKTW,AND ACHR MTE PERCOLATION CAN NOT BE ARIEVFD, C.SW PANELS E+ALL BE u10 TIGHTLY-HER OO AS TO HUE A m 1 P MILES LR ESiAB^v5[o MS+P•4u BE PRTKRD FRRM DAMAGE BY TOLL 's C_(BASF).TYPE OF MATERUL ELCR TRUCH OR sUZLODED,STERILE LUALY- CLMRACrCR SHALL UTNIEF PuxTIAG DETAIL THAT ADDRESSES PwR DRUNKF sa D SODDED Won.RFA 50p INu E ulD uxlrOW�Lr WAII.ST PLVJHIA4 PMFADT ra' iNfKMNFR,ATI M1D CO51 N TNF Mkdp EaTT DEEP FY[ Taw EWES OF KL was AND ONER HAROscAPF¢EMENts,PAVfO 5 I REPAIRED OR REPLACED Tp_L SATT`SILIPCiV BE. Hula 9,NRN+W ANSIDD 5IRTRATE OF CRMPLIWCE WIN ALL REMREMdTE AB WEREN PLAMFD AREAS. TO WILERCE, 2, INOW E ONE C.PFm[CTM WCOMMESUCTOR EWSTRW PWTT MAW NUNS-1 LIMT OF WORK 1.DN4N4 AND HANDLING AT WRED AWp REWIRED.II5PKT AID SECT PUNT MTF.NALS BEFORE PLANTS ORE OLD N-REFER TO DETAILS. InFEAATELY I,PRm¢i.'wiYs ON RWT LB OF PVNTS AT All TIMES iRM Eux,ppnPG HIN EE cR 4R'ION SEE GIOWN 4 SLAP UAWN ARCS WAIL BE RCLLFD"'I A Y TUE cMiFACTCR SNKL BE FIEPON5IBLF FOR ALL UNNUMHOR4ED CUTTING OR CAFOGE TO TREES D5 MATd LNRN ROAR CU5tOR�ARILTEI5E.FOR SLOW PMP�s,AND NEN AND SRues E/ISTLA'GHOx mNFRwISEu�WYD BE CARELESS FWlindi oPEIY.TIRT,ngiFRlu TO PREVENT CONNI FRELLING, 9 x¢Fzs4¢Y pVTII PWITIpG. PUNY MATERWLs v4U BE aDKWTFLY TinPT WITN APPLE E FExRAL.sTHI[wk ANOOLtX4 Rf4UUTG6 T+LORWLULT IRRraiED, If N THE O^INGN .tR, ST'KKPRIED,,ET PA[RTUN BY ORNI.Y.ON PARMFI INSNE THE RE IA PIA x[D WITLRAND HIN N.¢EPAIT T TREES Td B LWFJINpG UNWGPE HATER AND-1.CAN TO FP FORTRI-L TOP-DEEEESSNG 5 N¢ESSA•RF IN MUTO TO FLL TUF VOIDS OfLE1ERICUs MTERIALS WI_IN THE WIF-LINE n OR WHKN a (B)WNT9 Ci�ELIVFRY ro'>IT'r SHaI BE S. PWciK:Es a5:ED w WE TRADE.IU COV ARRNAL AT WE SITE,P�S SULL BE d pR ufL,V5I5iEN[IEs W NE NO MTFRUL9 SIATHALL BE BURNEE�MNifFF HEATHY WALL[Ane4E ANY PIAM.IXIs11NC TREES%RLLp sPHATFp WIN AN ANTITRAIPaRRANi PRGWCi('HILTFF U W MAL)TO PNN IN E TICROKxLY IUTDRED AND PRWFPLY namaNEO uNY1l PLANTED. i0 E D EAk AXN1.AS A PAWED 0 _MNERS RFPRESdTAirvF ON RF MEWAPd ANON ON UNSIC TLY SHILL N REPLACED AT 1HF TRNSPIR•ATIOAL WATER LOSE, ON-SITE PULL NOT REMM UNPLANTED FOR A PERIOD PACKING TWENTY-FAR(M) H LL BE UMPORNLY SPREAD OVER WE-Ill EIMfKF 11 THE 9W S COST TO NF[OOMtRKTLR OF CANE uWORED-LARS(EDDY)PR=NOW ON AN FSCALATRG BALLED AND BU BUPPFD I-TS(BNB)STALL BF O.G WIN FIRM,HATURK BALLS O SAIL HC IXER AT ALL TIMES,nETWODS CUSTOMARY IN GOOD WRTKLANDUAL PRACTICES I SOLr WATERED IN.FERTILIZETALLEO SOD As KLOnFD f SCALE Yana A AN ApOTAxeI THFHMT TWO PEp[di PER IAGN OVER EOM(9)INdEs W S.TTc1ENT SKE TO ENtaVASS THE I-AND IS OINL-A OF TUE PLAITS.ND C5f0. �P-.IS JURI5DCTMIAL wT1 11. CALIPER AE FIXED AkD KREFD ICUWTFD pPHKFS.G4Pd WaL N MGSJRED SI%(S) 2 MUFA 5 ZL1,HIN A ROOT BFLL SHLL BE PWHED IF THE BALL IS WAAVAEp ON NCKd. 4 THE hGRK SHILL N COCRONATED HIN OTHER tRhWE TO PREVENT CMPIms WRING WLNdT,PRdt T0,AND WRNG THE PLANTING W WE LAWN L AC ES ABOVE GRUMv LEVEL FOR TREES W TO AN IALLONS G FOUR(1)RnuFS IN CALPER K'D PwfE5 BACLFD AND WRU+PPED OR CGNTNNER GROWN SHILL HVT eE HANULFp BY STF11S F T��wik iPRWWAT�YpRK TO ASSURE AVM ILET ON YJ•iFR AND Us,�F�PANKs SNAIL AT KL TIMES BE PTM FtTFp FROM TWElVE(D)IKNEs ABOVE CROJkD LfVE FOR TREES OVER FLAIR(1)INaES M GAPER ryyTL RR D POUT LIST SNARL BE WG WITH BARE NXMS,cMPLT�WIN PRWExAIOCA IRRGA AP ENAHCES ANp PLANVI DRY+ AND UNVECFSARY IXPoSIRE OF f ROHs TO O D.MTFItWS Pa cIMREN FNTIM,GARS BE PLANTING PR5 SHALL N IXCAVATfD TO SHE AND DfPTN N ACCOROMKE WITN TIE USA SHUTIW OR INCESSNEENEATT AND YOSMFF TO N DaMKEp m TIE 5 S C uE0 TUT THE 1R[msEDO NOT pRi OJT DIIRIWa TRANSPWTATKKN a+0 PRIOR TO ANDARD FOR AJRNRY STOCK X 1.UNLESS SWAH ON EWLEA M WE ERA E,AND LL S $8 yJ .LTERNAL PWITI' EN NOW WE P.xEPAeFv PL,NVfR%SdL IPMURE AB SPKIFlED N SEE—F.T MAMHRA,C; }y{ i MTFNALs LISTED NLOW SHALL N wEMITTED FOR APPROVAL.UIW SUBnrtTALs'APPRWK, 1,PROTFTMEKN MS f11PAPPLVABLF):ONLY A nNIMM W FRM09 SHALL NLRFMNED s w1�wATFR➢SMOKE PW.TING TO ASSURE PROPER CRnMACE PERCOATM is +&° D¢NERY O MTFRIALs MY fLTndCE. TRU P(CTCNMN W N KH TREES VD FK4HaTE POVIN'G AHD HdW IN4. OAR E Iy0.L B_ INM NE CONTPACi LIMITS TUE CLNLRAETW ENALL PROOKE a DENY, E M )SHAIt N A SP¢IFED AFTER TUE nN11RRT FRONDS HAVE BEd I-IS, TS mNIZF'W%P DRAYAGE CONDrtDUN'TPLOUR HAS SE'L ELL FSiABLIWOO LaNH TIE CMTRACTOR SHAu N RESPOHSN_E EON THE 7 5 P Ta NETS SNAL,BE SAVc PER PAIn PLANING DETAIL. -11 FFS�p TUIFGBN¢tS REPAIR AND RE-SOJORG Of ALL ERODED,SURER OR..-1(LIMO" u"i S TTOPECH MIX AMNNON,SV.RRORGT DATO TEST REYLT9 e'D NERD N P051TIER1 UNTN TAPE PU`RINL MIXMRE Nay BEd iLUSNED y%p yNTR CERnfKFTKN vF KCFPTABNtt BY T¢UaCR'S WITS SHE()OF EAa SPECIES(OR TAG^f0 IN NU1-,) M W TIME I'll SAIL BF PERFORMED USING IXTREME CARE TO AVOID DAN4F RN-NPLa�E WHIN A SCAN,FULL LOSE STRAM, ALL PUNTING 5IWL BE MRFOR N BY ) o k' 0 3 N TO SSUREAlF AND SUPREME ELEMENTS SUCH A5 INLTES OR HARDSCAPE ELEMENTS, FAMrtAR WITH PLANTING PRXEDUK5 ARD LNOR THE SUPERV EDH IF a 3ESFNTATVE REPAIRED SWDUL SHALL I E ACCOMPLISHED AS IN THE y -EDUT�rED�MM V MAT AND ONA SUBSTITUTE PHOTON. iWTERS AND PREPARED WB-BASES, DUALIFIED LANXAPF fOSEMN.PROPER'JETIV%N'SHALL BE ASSURED TO E.InHATE AIR ORGWAL NONE(RACU REMADWG IF NECESSARY) __ I d Z SIZES (� N)Axp WKITY PFR sPK. FACE E Pa Jn SILK' pR RF 'K�6' ° wO1 LATE KEYS ARONO TIE EOOYS.' Oft FOAL 5 RECON'0.NWD. s PamWCT J.CAFTAWFR CRON ET2K SPONs1ELE FOR FSTABLISHR.G d0 MANTA IN'4 SO-1411 € 5 E STdAeKiNG/wf PP.00KT DATA ALL CON OHNI GRO.6N MTdlnl.SHALL N uFALTD,UGORW E WELL-EED ILLANiS F ALL HFCFYsRT PE CINTICHS TO IVOU ANNN.CE TO DULD.1 AND WIICPG STRWTUR6 PTM'CE BY NE OWNER 5 RdREsdTATVE.PRKR TO AW UPM j i FOR NTdNATE TO DERAILS:Sd0 PRODUCT wih WTP0. FSTnMISIEp N TNF fGVTANfR I.V calla TIE�pRE SIJLD,d i l E LOPS +`RLF NSTAL11 TREES. �ERMDES EVE ALL GR TO PPoVIDf-JERIICJIRRIGATON SOED LE TO NWOOF J DUALITY AND ARE IN I u LTHr LRDwINS CONDITION,RORIOA AI W d L APRICANE YAT_III TRKTRl5 A5 SIT fORN BETTER. LIRE SHALL N As sPKDIFO IN SKrvM E W NESE MKIFKATON5. BY M PRWFRTYS]RISpKTOUL AUTWIrt. •\ACT/ A P 1-1 SFECII,AND SIZE SULL(ONFWM TO THXE INNIGTN ON TIE DRAHINCS. _A 4 THE Es AND SNRI%BALL N SET RA14Ni AT AN KEVPTXN THAT,OFTEN EFTTLFnFm, 113 XME iU E SHA L1�DPAFONT TO STAIRMOIZEO Pum NAMES,HQ EDITON.ALL NIRSERi N ESTABLISHED COTTANER 4Rb.N PUN!SHALL BE lRnNSP.ANTEp INTO A C[MAIxER p THEFPUM GUSH WILL STAND dTM(1)TO TWO 2)Naf5 garvE LRepE EAN PLakl C a MERAFN 11 11 �D GROWN MAN TAT TCCMAN�TER SUFFOENTLY LOG FOR THE NEW FIBROUS SroTS i0 HAVESPALL NG SOIL nI%NRE SNUG BE BKKFlLLFD, OUPJN COMPLENCH W ALL PWNNUO MURK alp BFFME 1.1 K.CEPraKf,THE 5 EKATIM,PUBUWEDLBY THE_MC DEPARTMENT W TKRDI[uLTLNf,Wp[CKSUEIER SER KE55i MtaNA F SS H ILL RFYAW ITS SUPS AND HOLD TaENER INd TNCRM-NITf ianPEO a RgRN THE BAL4 AxDEOEnLED BY YATFR(AFTER Ta1PII:L). COVTFACTRt SHALL REMOVE A.U.MidaL,EUMEHT,AND DEBRIS RKULTRG E PlAtts WALL N FLORIDA LRADF WJ.1 ON BETTER AS N W AVN BY NE FLONIpn REMOVED FROM NE CONTAWd. R GROa'STOCK SHALL I BE NANdEO BY FROM Ns ON SHALL ALL FVFO ARus BALL Bf BPOM-OFANED AA'p THE SITE d C i B wIV51ON O PUxi INOSTRY,ALL PlANf9 SHALL N HEALTH,VEOAOIs,SCOND, TNfR STdS. uTdO PNf AND OAK PIOm PITS WIN KTRttCCRRNIEN.SON.aPRICATM MR EAT AND KCEPTAP'_f-T.A APPROVED BY THE CLAMI 9 n ELL-BPaFNFO,4ND FREE W NSEASE AND INSECTS N5ECT� AND LARVAE eN0 sW+iL 3.P T FODT5 BOUND N CCMNNdS PRF NOT KCEPTAB'-E. II IWNFMTRfR'S RECab'IpIDaTW. ll mud PLWT PUs SHALL BE Mdpd�Mlu AUTORI ED REPRLsdYAIVI 13 i 1F RWT SY5iFM5. TREE5 FOR IN RO EL BE IMHatn N ENE EIRD-004RHOU 5OL AFFIRA NM PFR MANUfKNRFRS RFO%ndDATIOi.P N i AL-FED E LL MTENI PALL BE SUBJECT TO AMR-BY TIME O•yMR WHERE ANY 1.5'JGTITUTdI d NOW-CON--1 R GpYrN MAI NAL KR MTERAL F%PKITLY SPECIRFD PRW WT NFWMTKN R➢-AL PRIOR TO NKUUTNM. TOE R.PWtt MTFRILL MPTfEIWKE FFe 3EfMREnEM4 ERE MIUYTFO PROM THE PWU LIST,WE PUMS ID-D SHILL OF-11 TO BE CSNTAwd GROWN WILL NOT BE PERMTTED WITHNT HpTTEM APPROVAL IS FILL WJIu WITH SOL MI%TARE,MAKING CERTAN PLL SOL 5 SANFATEp.t0 DO TN15,DULL ALL PLANTS AND PUMNS INCLUDED Ue'OER TNIS COttRKT sIWLL BE MlxYuxFD ry TftHEEVA31ElT. MS`_HALL BE PRUNED PRIOR TO D[LNERT ONLY WITH HU PEDFAI FROM CBTANEO FROM WE OWNER OR-IE-S RFPNESENTATIVf. E ARR AND ALCM TO SOAK IRTARI AUL-(A)nA1TE5,.TO DO IF MTRNG,CATVTING I W APED UN AND ALL OTHER WESNALL (SON AS HU a g OMFR'S RFPRESEMATNE.NO 54ffi1rcITIOS sIULI N TADS HENOrt WRI1Td N NKF55MT TO LET SOIL TOR➢A'ARY HET.FACE LKHTLY WHN FEET.ADD PpRF NET SOL -STeKIeG OR RFPAIPIx4 4N"EUPPORLS)uKE5ARY ro INCOME A NfALTu! a G MFRnISRKN FROM THE LFW'ER'S RPRESENiaTWE COLLECTED STOCK NV%IURE.W NOT[OVER TOP OF BALL WIN SOL MOTRf,OHM1Y HIN ADDED K PLANT OOHOTKN Br WE CONTRACTOR WOOL CERTIFICATION OF ACCEPABRITY BY RDIpNTs:NE HEIGHT AN/OR WNN LF IN WALL BF nFASURED ERM TUE ROPE HARES aASKFTS Eli.,S+a1 BE RFRK%VED FROM WE SIDES HIN iOs W 84LS�ABtrt CVN de1GF AFTER TNL cdTNNATM W ° cR KPWS THE HRMa SPUD W BRMYNES WIN NE FVU15 N THEIR NODAL WHEN HE USf W w:LFLTFO STOIC IS PFRMTTFD a5 NDICATED BY THE MNFp ON O..Nd'5 KD SONS'SHALL BE FOOLS_FROM UNDEN:uN. PAB ONCE WIN NE sPK RA COS Ik TYS ' OLW FRT SHALL WT INCWDF THE Rp1FDATE TFRMINK LRCWTH.PLANTS K RKRESdraTNE,THE nNtnJn 5¢ES W PWF&NLS SNKI BE FOML TO NaT sPEOfEp KTKlI.E UCOTRKElCRS aREEREWE5TE0 N PRWNF A BID E5TIMTE TO CWF0. 0 9 LA�RGFRlIN SIZIE TOM FIGF SPKIFlEp IN TIE PLAIT LIST MY BE USED IT APPROVED BY NE FOR WE NRT LARCEN ENE Of RRSERY C-H 1-1 OF THE SAME VARIETY, RUNINGM T¢5 SHALL Bf PNMED,AT_E DRECTICN OF WE D ER OR OWN S uNOXME AND IRRHAYION MWNiExA'KE FOR a vERIN W ro uLENN4R WTS .If THE LSE of WRLfR RaNTI IS APRWEO NF%l OF IN OR SPREAD a L HAtNE SiRX 4TAEd,T PRTESFRVE THE MYE-C4M Td O THE PUNY.ALL -1.Al.KCEPTNKE A ROOTS IL BE..A-.IN PRCPORTPM TO WE SIZE a THE PIAINY. 4 W AND ALL BNEMd OR LY CAIu4ED SHANCIN S WALL BE S o A _ ¢TM.RANis SHALL BE WBSKt TO INSPECTION AND APPEAL AT THE RACE O -1 ERLKTED FROM WILE ON NATNE STAPoS-11 BE Ux 111 VURSERT CNON rtH A CLEAN HAT.ALL P-11 11 11 IIR-111 BY LICENSED MAINTENANCE(ALTERNATE BID ITEM) E WHEN NET IAVf BEEN SUCCESSFULLY RE-DEMAOLIWED IN A NURSERY ROw AND GROWN THN ACCORDANCE WIN AN ER A-N., w N B E N8 •-A ccRRNTI,ON UP DpUNERY TO WE SITE,AS DEWHOW O BT WE OWNER,FOR S-ITY,54E, UNOd RE4ULnR NURSERY CULTURAL PPACTKF$TOR A MNRMM W TM(3)CRMRG ARBO 5 CONTRACTORS ME REWFSTED TO PPWIDE A BID ESTRATE FDA MIMFNMCE E p Ftt PFPWAL SHALL WT IPPAIR THE NCNi W UEPECTIGV AW REIKTd WHER S QUILAND HAVE ATTUNED URAL 1 E RtaT All THE GROAN TO INDICATE Flu HNWRI.BS AND GROMO COVER PUNTS SMALL BE EVERLY SPACED IN ACCOROUCE POLL WING WE INITIAL ro-OAY MNNTENANCE PERIOD ON A COST-Pd-PONTH THE ENTEW OR III a THE HARK OR AVER w�_L _f[R S4E AND CM'NTION ELWERi fRlNi TRaNSPLANTFG NEO THE ILRSFRY NOW. IN-THE PnNP;S AND P9 RNNATED W THE PLANT LSi.wLTNATE KL BASIS. y AT ROT BAL9 OR R(ms,uTERY DEFECTS ON KORB.RE.KTED PLARS STALL BE PLANING AREAS TO A WI~ME W 1%RFMW E AND MOCRE ALL DEBRIS. T.FINAL INSPECTION AND ACCFPTNKF W wUU U) vEMWEO IrnCA FROM WE SHE NOTICE d'JESTNG INEPECTRIN SMALL BE 5RNWITTm M.MT MR LIST IN WAYNNS BY THE OCSTRaOOt AT LFOST ME(R)R.PRIOR TO ART-ATEO DATE. WAIE..1 PLAITS AFTER LNSYALLATKN.5P OFld N SEm1ON E.TWROILNLY FINK NSPKTIW AT THE END W TAPE MRRAHtt PERIOD SHALL N ON FLAMING, W WNPTITEs HHEELESYRT TO CMPEETE NE YIMK ON WE DRaNIe:KS ENAu aE FURNISHED BY 5.TRUE LUMc AND BRMmG 5IW.L BE INSTALLED BY THE WNNaCTW IN ACwRONKF CRISTRUCTM AND ALL OTHER RICIDFNIK MRK PERI4NIN4 TO TIRE CWTNKT. e I L MONRE(PLANTDN•MFOU1,PWRINL MIKE TOPSOIL nK) WE CONTRACTOR WaMIR ESTIMATES HAVE Nd MADE CAREFULLY,Krt NE IM'DX PE PuxS TO INSURFsTABNRY AIIp YaIN aN NI IA NV LWRILNT POSITIM RFP AT N5 TInE SUAtI BF SI9JECT i0 NF SAnE M'F(I)TEAR O n1%TOTE(FLAMIUG MEDNn FOR PLAN PITS)FALL CONSIST R.Wt CLEAN PLOOOA RCUUE<T OR MAER AswPEs HO LIAEIITY FHA PLANT Nxs OR ERRORS.Ol' v A TOR AN ER DECIDE TOM WE THEE G AHp INV OIK WE WRURnNIT FHA s SFKIRED ST NF WESfAPE AwNTECT OR O NER IN 4ND EO PARTS u SANNO IT SUIT_.THREE(S)TO FIVE(5)PERcdi OXARCNIEPAVCY OCCUR FEPWfd THE PLM5 AN 0 THE PUWi LIST WANTItt,WE Llaro• PE O,yEq y�KL NOTItt THE LANDSCAPE ARCNUE[1EIk MALTING PNp AGREE TO Npp1NIn TIN)B INWNG WITH WE THE W RFPLOSfnM aW dbING unu WE sNMF ECLMNfiFFD ORGANIC MATTER ANp A PH BET1.Ed 55 P10 ID-YXnR sA'IPLE AND PN TFCT SVNL Bf WTFED FOR CWNfNAipV PNO!i0 BIp01NG OR INSTALLATION NE µpm op HARRF54 THE IAUY%APE eRCNREm IN WE EvdY IV.WPPORifD rRffE-• IMPKTNN ANp ACCEPTANCE NdEIN DFYRISED. z ° DENT BOLTS FOR APPROVAL OHE5b5 AN010.2 StES SPECEIEp SHALL BE WE nININn O2EPLABLL S1F LARDER N5 cONtPACi FALL qNb pAfAGE PERSON W PRfRERtt. W U.MPPA Y 2.IUNCII(GR MACRY PEAT)FOR USE IN RREPPNA'G 5OL MNTO RE FOR BACKFlLLING PLANT PITS FINE 4RADRk N,IUCH1. -DE A THREE NNW(HINIAt)-IN W EFICNtm•MAW OVER NE Dn ISFACKRT CO`d(NN OF ALL r LALION AID LARGER PRAM _f sNKL BE FERTILE,AND W A VERY HIN ONGaNIC CONTENT DERVED FROM RLNDa FOJRCfSI I.-ONWR THIS DOEVINnCT N ALL cONOIST W HNIL FINISHED GRAONC W LAWN IRE I EACH WSUR BED,CROW-N,SHE BED,AND TREE PIT PLAITED - ALLED BY THE uNDSraPE TUTRAmOR SHALL BE WARWNTEp BY ° R SOUBLY FREE W EIJBYNL,[LAY OURS,pRUW NEEDS MD OfIER LITTER;FREE W RW W 4_D BY COMERS.BEEN.AS SWAN 1MOER 1RKTM FOR A MMaHIM OF ME(1)CALENDAR YEAR BE HAREANC O WE TIxRE,HAETON6 uRLd TW n'Y IN,AM FRACTION,AND O_FR IXIRANFOIE ON DWXpM SMALL e[NE RFSPMSIOLITY W TIE CwIRKiOR,UNLESS mNERWIX M TIME OF CdiIFKPTNM O nCCFPTa&LItt eY THE 0.NIR'S REPRESENTATIVE I 1 2 E TMK RYA R RMFUL TO PWrt 4RM1H. 11.HERBICIDE WEED CMTR aF CLAm NDS sWUL SE KEPT FREE W NCHIC WR NUS VMIE V 6 3,bgNQ F F N PREPaRIIG 5OL TIKIURF SMALL BE CWRSE,GLEAN,NFLI OWINP.G,WTVF E 4 OF WE LAWN AND PLWTnG APGS TO BNnG NF ROJGN AccEPtNICE L£wOfK. RXTED➢Y ixE OWNER.'NWNO-W'SHALL BE APPufD RF E LIFE AND SATISFACTORY CObITNM W ALL OTHER PLANT MATENN(IICW NN4 SANE. TNKTM WALL SLBMR RESLTS W SAI TESTS FOR TOPSdI AVD SAND TOR BALL SHE A--NKKNESs W 500 ANDSOR MILa N��BY DNufIFD PFRBOMEL N ALL PumI16 N SPOT PPRIGi1Ob Pd SOD)1-1D BY THE UA X CGNTRAINFR ENALL BE WMRARTED BT WE E I-EN FOR USE MHER_Is CONTRACT HOM OP I-BY THE ONER. OGEPAfN��S COMRARO¢'-'-A-- SHALI FlWE GRADE BY uANp AkplOt HIN ALL EDUIPMFM PLANTI�BE09 YnH w�P�ND PP£CIRCAT. PKR Al"TO FNAL PSPKYKN,TREAT PLL 2 CCNTFACTOt FOR A nulFut O ME(U WdDAR YEAR KMMBCINL AT NE PEE W 0 ED IN THE FNISTIAG NATIVE 5OL ON SITE,UNLESS DEfERnINEO To SE DRBNNDF Ai AH A-ICANCM RATE ECFB5ATH NCLUDIIG A 4RAONS TRACNR w1_fNMT-END LOADER FOR TPnn'sPoRYLV4 RFAXnElDED BT THE MADFACTRER. (AB ALLOW JOIN COI NA.AUTHORITY) dTPfI CI OF ACCFPTAKUTY➢Y WE OWNER'S REPRESS 11, Z 1.ITREES 5U iIB[WANT IeY[N PORE NE CRtTRKTON SWLLI CONTACT LAND'YAPE AftORTFm TO E N NNW WE CITE. TUT iDUPD IN A NALTM LRMIN4 CfW rcION AT NE Q 8 TE RBOOMndW ilON PRIM YO PL. ALL P WRN4 AREAS WALL BE LHAWD AND MIMAINp FOR-FIVE WAINKf TO P.LAWN SODD1k p,o TOMi1E INARRWT�r NPERW FULL BE RmO/EO FROM NF SITE AND RFPucfO J Ii 5.OOMTQ�m TD NRMTLASannfs mr.1 MONNIF FOR Onxfas RdRISE NTATIVE APPROVAL E EURfK£SLBSNRFKF STORn=N SYSTPIS.PRGS aD.ACBIT 10&nLDN4s-1 WORK CR515T5 W WM BED PREFAAATUV.SO L PRE'aRaRaN,AND SONMEOG As sCW M NEATER cMOTUVs PERMIT. a REPLKEndis-L BE PUNTS EF P INSTALLATION WdAt1O5 fOn'ERCE ELWE AWAY FROM NE IRNLpnCs.REFER TO cMl ExGMEER'S PLANS FOR FINK 4RADL5. FTFI N STRICT A[CCRDNCE WIN NN WFOFRUTIms AND THE APLCABLE W THE SAE KW 4I�D srzE A5 EPKIFED N NE PINY LIST.NFY ENAu N.PI 1.PROCEDURES LaN aLEPTaKF TO NF CVPld. Mltiu S SF UFED ONDER PVNTN4',PT HC B f.MTd LAWNS WNNN E TO EFFAN A ALL GRA55 -TOT All I BE SHLLL BE CLEARED Of ADDHIONK Cm..T TO NE ONERD q UY WATER NECESSARY FOR PUNTING an'D MIMEHvICE SHALL BE OF SATISFACTORY Wa1tt TO I CLEANENIUCF1ECIHG WORK•LHE CONiRN:TLR SHALL[FA4 IN�RK Ax0 ANY ROUOI OMES,WEEda,ANN vpNtISTMPxpNE 4RWxp BROuf t to aT Evd LFADE pj11EHEypFT THE A 6 roi COHRaCT WITH M CpRRa<iCR Fq Z ETSTAIN Au Ap-1 PUNT GRLTNTN AND SILLLL�¢MAIN HARMFUL, 1-1 M M AT��NNNRBIB11 WIKTIONAME FATTER L-VAN,CEMENT, NE RE SURFACE WALL BE RD.LED WITN A ROLLER WEIGH NO AOT PALE 1HAN a.LIN WE PE(aN0 IRAG DO MAINTENNKE,THE CuIT-CON IS ETCON TO TO TO PUVTs. TER MEEWIS WE E STARBOARD SUALI RANDiORc N NAM THE-E W ALL PLAT NW._ESE ONE-uMWED(IDS)PAWED PER ME W NIDN. -14 THE R0.LING,ACL OEPRE551DNS Y WE OWNER IF AVAILABLE,NRD NF CONTRKTW rUL BE a5 SHALL NOT BE MINED w_NF SON..WOULD WE CONTRACTOR FIND SUN EOL CAUSED 8Y sETiLBMfM SHALL BE FILLED WIN ADDrtkxW X9L,axp THE SMfKE WALL VISIT WE PROJECT SITE PRRI�CA�IB ORRIk'4 WE ONE YEAR MRUATTY PERIOD TO U R 3 RESPON9INE MAM ARRPEGEMEN TOR 115 USE BT NS iaiKs,IK55,SPNMLEED FTC. CONDITOWS BEHEAD THE SOL MHICH INLL IN ANC WAT AWERSELY aifEtT 11F PIANi BF RER4FADEHAD ONO.�LLFp INTO PREsdTN4 A 51EDIN gFID EVEN FlNSN N NE E MIMENAICE P RF F PdFONn[v BY NE CSINd,Nq SINLL J t sIF>I Mid IS Nm FVAWLE AT WE IITC,THE OGNTRacTOR sNALL PRWIBf 4RONI1,NF SNA UAIEIT CALL R TO NE ATTENT.W THE GUNNER'S HOTaiFT NF ONFR N INER.OF NImdNKE PROCEDURES ON CONDITIONS MVCu W J SO L e I IF CTCRY WATER FROM SWPCES OF WE SITE AT R)ADOTKNaL OUST 1 NE OWNER. INNIFIFFEEE9 AT N.FAILURE 11 DO THE EFFECIFE:Ci-OR BOG SHALL MAKE TUF CORR¢TNE - D RAC WREA VKARWS Aup uENNY PIANi L.RMTH IT 5 SOWER 5XN SITE "E BUMS PIN DEP ggP.SEPARE LOOK BED FOUR((1)NYMES DEEP,HAx NTIL ALE VISITS EIALL BE CONDUCTED A MNRNM O LACE Pd nOATu FW F P.IO�W U AA ATWORGNPRGATM RESrRKTKA5 MY 4PPIT-REFER TO PRWFRtt5 LRISOCi1OAL ME ED NET PREPARED AR TWORNAMLY.E TWELVE(11)nMTR9 FROM NF LATE W ACCEPTANCE. CY O S 4V ITT. �Q� W¢� ;xE �rcJ `I� aFD GALLE�A98 HOURS a roxrOR Q M1 O - bp' BEFORE YOU DIG Q m ITS THE WWI R G_811 KO0°GB WGb' EET NdNEP al sa L-111 P E m e v o e f NORTH I OiAPNK SCALE IN FEED ar0 w a 12 IRRIGATION SYSTEM NOTES IRRIGATION SCHEDULE p2 _ I. tarTRKTOR INA.ATIO REFER TO THE IRRIGATION DEL RIGAT ON„HEDULE FURTHER ANDy �^BaciuReamooe va PT au CLETE OS FNTS FOR T ER AND m o�mm rd M12 5 6IrpSO I COMPLETE NSTRUCTIONS I SP Swv�Spr 20'Pep Up 5`IWcbr wlF Irz�NPT vm sm�Beuwn 1 IRRIGATION OU•NTITI6 ARE POF O AN FOR Tk CRNENIENCE.N THE EVENT OUANT TYE bVcl Blr ole R o r I AOTEINY D1PARE A THE ORAL NG SB PRECEDENCE, d I.I.5 5esby.M ED ANY NISCREPANC ES SHALL BE ORWGHT To THE e 4 5�WI20 Seal USWBp�Iw wLF L z� E TIDN OF THE LANDSCAPE ARCTITECT P OR TO Mpy a BAA_ a BDID NG Inbl.In•NPTC Funds Tlr—nlel O 3.ANY SUBST NT ONS FOR SPECIFIED IRRISATIONT ®®®� Blyd IB 0 Se MPR 20 t 1 I © [J T' BOJI FIT MUST BE•PPROVED BY THE LANDSCAP¢ Irerobp 2110•Pa-Up 5 iYIdAY wish es 8 S g I I " FRCHRITECT OR OWNERS REPRESENTA—S N WRITING G d wi r S-1 a Eke vd BAA— 7Y P b3 12.7405. TO CONSTRUCTroN AT ONE nle1122•NPPT'Femee TFremd Mbl. ^ gBN� Iecanpkl6O ,. I T 4.CONTRAI OEOu1PMENT AS NECESSARYTOIAVO D Y 4�"G 2!O' Y W EXIST%UNDER ND LITESMAND/OR �^&Sd IB dL 1 �•. % INTERFERE w TH-*TIl ABOVE GROUND E E ENTS. N robes N per 9ealv'Ds°Ym�Ieelwlamµ d w ALL FIELD AD.VSTMENTS SHALL BE I—PLETED AT THE PT fumly TI aadd hbl. .,i y 8 I I 4 CONTRKTOR 6 IXPENSE•NO SHALL BE COORDINATED BBB®❑ d 2 2 9erlea MPR II d A I cwHwl NB«ew a /\ LANDSCAPE NTECT.ESEN=ETN E AND THE INeLIY D tl2•HPTIO•�I swe and eeeLHanF R L1 pu _ I Fllnc3 1' f (Y LIMITS OR HOEK AND IXSTMG CONDTIONSEAND VERIFY ae[-wre Female TFrmd�c cl A " D } S L NFREFWT W. F RfPANCIES IXIST, warp,p,lyy n Blyd BI1 ADJ i R# I I� CNGOW THN SEVEN CALENDARS DAREPRESENTATIVE S E PP NOTICEY Inbt NIT a TF-e d 1 ca-rb b w«Fw.w�D d«evd eo`b,nh PROCEED Y O �. [a �[I)X• STALL¢D AS .rol Iw• Raln Brd—Fwd IS 00 b THE GNE44ATI N OESK:N MUST BE IN A O A• Fbod BrObw m F.ne.Fo «r a.b ^ { I E9 N ORDER To KH EVE LEED CREDITS FOR g m `• I� > THE PROJECT. 1 j O E[ 1 M THE A RRGA PIO✓IDONSYSTEM9DE A TO OPERATE THA `+-Yi]9(JI. MA FA-^'a R.^"' RPTId SOU �c e \ � RCE RING GPM T PBI chi T WI ReM 3O &2rd 2EBP 3 E. , SPRAY HEAD DF6 GN PRE95URE� PB FT_ au Opsa.lp CvpoGll y,Gbb.e�cyr Uon 3 I'S d BueeLER DE6GN PRESSURE. 3D Psl c r r g aa J < 15 vim;,;.., __ vlwna Rnsleu"w,d Esp6LXME r I �f d tl a tl i 2 T 50 «blc Cwamrcul Cwurl f r / • Mw.nled PbeUz w 1 Mwnl W IFoal rlwe I „a 1.pn«mar lrammll�. j _ R wlv ITebr r 1 a 1 �Y ❑ Im Lolw< I•,.Iva alms 2-soR 21 ,EEC I.l. Z Et 28.7 I �c m3 20o nrpmlan pp. R t puxs in « 3 -'2 --——— Irrgalbn roHllne.PVc 9ahvd.le NO 125.2 I.r. O --____-- Pq.Blaera Pve xroeale aD AD HEEDED e ewes Raao TT«pmleppe`Nwrc far Inge'IonIF. PI« 3 bl1 oNew Iw I I FD vtl f irob«la.a«„vn FA m«mye A� a il..wF UI NOTE, PLAN 19 gAGRAHMATIC,POC AND VALVES TO BE STIRLING ROAD a��P�I�"�'' H BURGER ICIN FRCLAEPE OR T..4REA5 WITHW (R.O.W.VARIES) NfN c� Of Vewe Callo+ � Vol«Nunber wl L J Y E b�ear tr s W 4 f m� i Za< z AA NTA a SS �HOU RS A. OU DIG E < WWI O bn BFlpN. v DWL 311 OHIIFT NtA R L 200 r `r —. w'MA,TmrwL i s ..' •' .. nn,x x cn,oE a wWN, o a'Ensu«. eox mm d oaaW for or A. 'ox's nEclN,cuw+v,EVE eox. nEuorE coNlsoc vu,c,oxE vE e eo �/r reorc nNrsn a o v z _. - WxTEn moor.m.E co««Ecmns m�oIXHus m s mus. b1 a Ta- PIAN VIEV:on. TEE so o[c.El90W. wc�iMI. 2= - --W M vSrE'-N.. ill- � [,L5—u«[. ! M - § _ WI m _0 11 i .1 - sEmc wvo NP_IE s g rvc NN LxnW«,Tni iaa. eEoa{ xs U C r on see.10Nn cno.7 CK ,„«, < AN, mo oN Exx W. w s oar ux[ aiswc mu cnwrE .0 or rw oxE ox er or eox. w O gi�a B SECTION VIEW NNN uxE L wn/ws N'N sio¢. corN[N scN[F«. 5m �� seNEouu:eo new. THRUST BLOCKING �1 TRENCHING DETAIL 3 ELECTRIC REMOTE CONTROL VALVE BRASS BALL ISOLATION VALVE N 3 s/r-r-o- sz e.ov.,e-o, xor ro scNc , IIA_ esllaWoo�s J BOX wWx. ew —— — oe�°�NWx wvnlnxe. " Y s" s a oe'EN xozz't u srccmEo x _I -- •' _i`M co m'win S m re "sTHaei co«o ^ " — —_ r a,W wenore`"eroxm \ IEl xo. wn aX."cu w on 'nxE .i uxnE W,NEs Twl xNE 'uo[ to,EnNnrorz N,H�e _ °s e'- '/r'. En. EoeEe. Eu=�,n'u'. rzRG�«x. IP FP 4 P _Ili l_ n TW rso«sousrz w o a e a T, roEreE eox. U«E o EeNe ,LL EE (� °,E«�„ eln n. wTEn x«E. eEwW e�WE < WIRE BUNDLE JUNCTION BOX BUBBLER ON FLEX HOSE RISER POP-UP SPRAY FLEX ASSEMBLY WALL MOUNT CONTROLLER Q i ,yr-r-o• ss esox.a-o, �J o-_'ro oErNE-na o '-o sz enox's-o: r-o. susoe.,s-oz Z !a 0 21 �z,a s on NA cu' zY U } w J } To co'nnoum o a a ,c m o butE LU > g e noiwrz I- z u J a d� .RcxnEa. oW'xn axo a Z s ep NEF LT B HOURS ew.nw±on a O I/� RAIN SENSOR ORE YOU DIG ! 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BN[FT NUNBEB u g� rran tk edOPHa o mJ«p1! a.n rovnp no curb obis m'nab Im L-212 .Ir• :a LUMINAIRE SCHEDULE b.. ka Ee is 41 TYPE WATTAGE DESCRIPTION POLE TYPE 1.1 .1CN' aIN6lEPmKWG FA UGIT.IYPE VW &1 h6 b Ee he 4a s _ E3 82BN OOUDLEPMgN6MEA U(eRT-iYP— &1 11Vy i, Ea hr b. E., }ar Sir hi 11 E.3 laa � hi ha a `-1 2 IE�SNA Desicln Crilerfa t.a � 1z 4a ho bz .P Y N1A �e Eo 13 ;c he 53. So Y.I 1♦ he 13 b, h )z Yz Se pInIy t-i .f VVVV ke >t a >.r Ys > Sn S i. to tr Y3 Ye 7.e S.r Sa ?. Cxcuu110N SUMMARY S4.1 4s k b.a h 1e Se Ya t-1 V_ � IE.. E.a •+.w=an�wm....0 w...,..o.m+-,.r, Iw.,,a,-aw w.n.u,-ea Iluminence(k) 0 0.1 0.2 0.3 0.4 0.5 a.6 0.7 0.8 0.9 1.0 DATE: Dlpf alcc JOa l: I... PHOTOMETRIC SITE PLAN DANIA POINTE DANIA BEACH, FL Ca98 mm Remom scare:i•=1w N _ 7100 East PlUSW Valley Road,Suite 320 • „j � Cleveland,Oblc M131 K I M C C+ MASTER D �a zoD eEALTY Devet.1—T ®210120,1551 m210.52U.1551 _ sALzn?.ni mc0erchttecture.cam wia.Kr.eP•..x.w ewx+.xM r 1 1 7 A— .......... .......... &FlXTU,R1,:�EW 2 FIXTURE TYPE L-2 STTAR1 2-1 ItIME—ETO M ME vallmontV 4M: &:�LE TYPE 13-1 me.joB#: strz' LIGHTING FIXTURE CUT SHEETS DANIA POINTE DANIA BEACH, FL DATE RMsioNs 7100 East Pleasant Valley Road,Suite 320 Cleveland,Ohio 44131 .4 KIMCO STER SIREA (D216.520.1551 (1)216.520.1567 AEALTY 1A1 mcliamh1toct1ro'com ALTA/NSPS LAND TITLE SURVEY AaA°�aRl.]aR BURGER KING i ru q a M nun,i xnx»a wf.ux lin MI a a[rw>y mu b swa. •],uc» rm.nm.xwd ms s.R f,au,wr taw x M,u xx.cw»s a»°fuo wnn.now wr a rm�mu 6)§ Mu,[wnv a w[wn,n[n al-w» eww-u» �M'»xa wcn..l[N,,s,roux ar xn nwx,oaMl»vl M nwSRwr.rx•Rfx,a .Ao.Yctm •`. rz ,arl�'Yl�ir.�nm>aiea KSM w,�imo�a�.�,wfasw�fw..�.n»m - .m li.�yry s[ e b awNxom. awe. »NAonw, .emu �•f xt�k .w,la�.n ..xMn.waa,,,.,fn,xaR,�.[s,w�,a,..�oAb'»'�o: � Ae�.»n.,.Awa,M�e,Af..» w,•aMn.,»iM„»n,.,[��.,�.,M..».»„rz[a�w l��d �: Nx,A.,Ma a N »naw.»»•.°.»oaf,»w wwm� n»MAxNR°,.•ax�.,.»xwwxx a,�.»m =r o xae»N� a��;�,f�".��°�w 'nn�a�[��.•s;��]d;-n�a»M,n,,,,x�»,••f[n]„[ �� .wmn»f.wwaa » »,».N,NxwMw w»RxNa ,�NNA»ax as ;�$ W = T COA1MnMENT INFORMATION TABLE we,R scRrvnox 7 xi»R . » I THIS a ».ww RMAM M .wnwwa»m.�.9.". b SURVEY �»N » ,6�N. _ STIRUNG ROAD - w�'•I^+a faM M wm a„mm,[w,fs.,w a.0»nmf,M,cw.n a M° g o .[au a.`,Af m m s» .»"w"wm..�o"»°10ww"x•.[a f - .sn.e.s•m,»Am oA m =-'�n�1 TT= NOTT A.1..Of 50AKY� dd »o..0 cow..win.nn,b[,w f oimmm m nm m mr,wn tw P rn i x tvuaf°.wry Z [ m aw w.Mmux of O tea:„; ;d' xO,A NAT FA ar SMKY LOCATION MAP wM •x,. F �g e .uevrvan.frufxan. 9 t7-`o nµai NOT TO SCALE M w•a n Nw»f x °»° it w,] M fww e»a a.www n� m xi Aom a W A NATrzx ai S Y sRR•'rns an ��mm.13' Ana w[.M a.ms] tG OIL u Z a C m t 4 Re.,,eN g a c[Bf]]]cAiF; a�S b gel 11R5 4]0[LR,RR MAT xR5 NAR a PUi.Ne MF SxRKY w MRCM it i5 eA5(O TORE MAI r..x[<-]I mw»n waa»n• A2YA0»C[wM ME N 5 xw,Mw zTnxOMO pETAIL RFwiRLWNR tw xOT Ox]E5 MTTAA/a[5N WA nu SURKR.Jgxnr Ill-.xe AWFrzO ITT VWO Y rA Ax0 NW1. y[µ[o N[x[mM 1MOt��iN]HFN[ ]•�.f,e(°Hb),]PHfl e,9,IIX°I.11,i0.]I.Ie.A.19.ARO ro M AN[Ye055[O y TIR rtix xdx RAe[6VKrz0 w OCCLN001 10.]O]5. SWKIOR'S SUl 1 b.l `M1rw1�4 m WI[Oi RIAI m NN:sw]T.]Ole PROJECT of aw. » r a, ,a {� » » • n s » "°°`"+ RICN---APO—C.tl]A,FORD Jr.---------- 14-8058-BK RRor[:nw,Ai suRKYOR sw N,vvm xo.sm SHEET NO. mox]»-�°m R�.].�.:w mew+�,�>[°.°.a.'wo,°u"f.m a kw.fuw faao.ua°...win»m�[n].i m11p16..w•,u t.�n.>•-,.°. siwrcR�n« so A°�R�sooAm,xc�e,eR» ae l..a.lmx M w.»x 1 OF 2 ALTA/NSPS LAND TITLE SURVEY g BURGER KING II 1\ I I .mwr m°n usUL I I d I I F M c/ j 11 qqd for f l4 I eni 5.81'�&�h4.95.01 M — _may I 11 ,IXhrcx nr ar - 1 1 J neeXEYIATiOXB I ® r__---------- ru, i-,) 1 o.a4 ... nrdr o-rBwVmr.nm -d x o5'lv7 C E ss »rw I 1 1^ B s i �a p•x.. __ 1I I1 _°sR� ® 17 I F A=z UK 1B M¢1E 00ZGLA;WILL 1 T�p Q A A 1 I 1 MW n I 1 I 44 .e. ...or•rff X:w...rc y� � I p I R 1 �'�,�> I� � I - IEGENB: 1 (�I€ $ SB,N8850»ME HEEH, I __ ✓ ¢.. „ L ' II �_r_---/• �i N� 1 • I � �I�$ Im �ggry I y d � i— � � s o I$ d00 - yy'E15 &� -b Y 10 I% 3I Sagg i u=i k @A 56 N O IT pprd Iw� � I a mm m _O x .ru yF sa 14 th cp tiariz X=zz�sw �<Jdp W I off. fl Q Io. m b me u.nn r.a f� ... .srN.tr ». Ix p J]SC IMI So 1 s. •XrIX•E- - I _ te.Ee1M1 meeldl T .- °Y d -- LESS PARCEL 108 d .(S R 1 1 S! S S7IRS— R-8flS \ _ R. 848) .v.... �,� F`o r.x-/rr My sEcncx acme-xaoo PROJECT 14-8058-BK SHEET NO. 20F2 gI Im 3 J I 1 a I I PARCEL'A � E I I C 11. i i 1 1 rll llllll na,...o.n.w BURGER KING PROPERTY BREAKDOWN lomf£L Bus t; i f I Zy PROPOSED PORTIONGF EY.I5TIN0• BURGER KING --\ — I II EVRGER KING PROpFtRT% PROPERT LINE I FOR SW i Eyr 1•. - _� :f,"ram -� .'mis Ito,(d�zGAc) Is Pil� /vi I lr I� P RGE A J� REMAINING a $W 8TH COURT/ RIGHT-OF-WAY 4,70B SF(0.11 AC) Lo Aa _ �l� � � � � L�IIIIIL111lI�Ll , III a PORI;OL E%ISIING _ w d' 'IfA 31 BURGER KING PROPERTY -' - _-. - - _ (D W 9 g ARM _ .. FQR DAMA IIVE slmr nr,aoao, - 'Y � 'f O EL 0 Z u uj a O< of oaw< a� a wo h C 1—os—n ". xoxcT xw la]507000 SREC.xURx[a BURGER KING oi'g PROP.EXH.10 e 6 run' 1 I I 11 I I I t NORTry. OCM pIC 20 SCAEE M FEFI"Q ✓5 I 47.00 se sc E it [ E � } R W-1 8.08 20.83 Broward County Fire Truck n�n�'► �°o feel Width 8.00 - Track 6.00 na l Lack lD Lock T. 6.0 aA I2.790 SF $leering Angle :45.0 Y `! •.,� I 'x FFE 12.25 I iri IIF I 1 JI I I' ia �T o > I w I I sc nr . o )'' U m W LL I X U J W J • --_ _ __.__-_ __._- _r�__ _-- _ mo - W a. Za "s Q �E UL<dS'NOURS� ,� Q • 6EFORF_YOU DIG Q !_ O m� a'SDTNE IAWI O F• NL e11 CnOMI�'4 SREEi uYxSEa u EXHIBIT - - ex'-r Ro.m-I a ne•-1'Arr.7 �wR 1 �7ft a/e� I- E Fx e xdd� �a R-.s xd-o'er( ''I.'I e�ruo Nwm Wio[o I I I 1 1 I I I I 1 I I I I I I I °Y° I I I Raul --I--11 I I I I —1-- — � � -- — I ( lli � STL.COL.TO BEAM DETAIL 1�- I I 1 I I -I Irrasle]�hcwLr R ] _JJ—j--U— — — J 1 e Er a • Rb�vaMA a a I I I I I I I ;Iw I I I I I I 11 1 I I I I I I 1 I ) TYPICAL R N EraR uDt ET ILSF _ _ _ _ -- — O A 1GENERAL NOTES: 1C J �. w "ate11W��aR� naM,NNaa�Raw I I 1 1 1 1 I I I I 3 1 1 I ^� I I I w-Y l I I I I �9R[,.-,rw arAR w surPERs,RaF wux; ��84 �77 �q 7-� ilclriw vi,wM�ro l 1 I I I I I I PUYTRAMn Ru nrp PPx; �c�F Q: 1 I I I I S9 � °. r]1RDIR)¢aYArx setts rw Rn uaAwc YEtn; . L wrcnRu a9w wR.9a sluwaa axrw xe¢9�m sa OT TOT r' xro"]"RD4 r.mO"TIM r BWx vuACK wm NMOVN. a E `NMIRauxu OF Y[alN InRGA.uuNl CUMFFRAMING�PLAN rn e-a a mrnunw, d .Ird ur. R e•]'.'.t.-- KEYED NOTES: 1 R1r-r Arr. �`sn•sm aTww asAweN W 9 n e w�CiE p na aiutmcA),ROw ro Row aAPwAa1 xxAx,G Qs3 s STRAP SCHEDULE OUR q © REFEPFf(CC WALL SLLDDNS rOR SIHAPS.—Ti;FCrgN C�RJw w[Mxc rw�dpuawt,12RM;Rp.Ic uEw.SW F3 R rw 9 E w Rwf RxraAlpx; al h ' pp TRV TO VALL CDIR",w0R L)BIBIwo UPLirt♦HDRIE.REACTION4 6(TNm1 MIS56 U9'.IEG'JaSt NN6G11 up DID W(�:✓t fF a aWD ePlpwbn 4rERP1r CC(AL W/S-! (�Q 2t4 E�Y MAS d�'�R 1 WISR ro]FE(w A/t LtRB YO"x)wG wrAl EA[IrY LALC )As-usr oaAtart uxm aAx xwow ol+:NxG(e•uuL eExlwc7 1 or DPLI(i x GRAVITn ROA 4ns> xLgpw Wm SproLRI.98E1 5-3 `D,P' Io1T 2It(22)-1.IMRS 1.LERGER Wllrt= 2.5]0 IA]c OPMAPEr 10P0 DELRNi�RL ZCM�Ns ft uA/4,H1.A-B for LATERAL �)-16tl fMILS TD TRUSS Gra.fty=5,913 1,>w nra " Qe wxaR LM a[MnYSY OUcf.]Wry,wAap H IN1e �\ ]£16Y aft AAYlAGNR(& 'VSP• SGPR (11)-IDtl NAILS TO MISS 12.1.155 1,360 OTd&0pH0 01('at.N/UY'1Ea'AT fI01 D10 R aD'0. (D-1/2'.5 EMBED.VERGE A& <BR893.C.1 �— al 'USP' RT16M (9)ID-1/2•TO CRUSS .0— LM 1. PARAPET; of 1 .1-B/e' �---- ZONE 2:Bd PSF _ t II-i0 UU \ ZONE S:114 PSF r Bd NAILS EACH LEG Dp. = 610 563 .K4 numawx�,'•t<uwe wo• aro.A a e... �C TYPICAL TRUSS HORIZONTAL N•� 1!"�_ \ _ D BB!IDGING AND'X'BRIDGING sF xae WALL: w LD%PLYYNOD ROGr DEC—APMRAGM 1 e ZONE d:+337 PSF xoml¢smuR>uAu Gpow.nsru mR A°xnowR i.rwwa ZONE S:.33142 2 PSF ea AN Ex wra e r oc aRalRxavr \ 'R CONCRETE DEAM SCHEDULE tw eM DMNfAx, R(rRI, _ RtMARAS °g e _z z A \ — Z = c" w0OVERHANG: 633 -G E 6' 6' (DaN[R SiOREIxDIrt ICDxcRIR) R'-- CORNER=91 PSF b IR urns) 3 W 3 IN Of PSF . „ G p EC g LL iwi iif; 1 w. b 2/G R3 6• rago 5rP&rRgRlCa'✓.R[,[I B - -—J 0." p;UanR1 xw a)e n xaT k ED .,•.:�...`"><,.-�....,;.4..e e. aR nAM b r< I.rT wawm'mw.. C`D.YX.RI,-Ll-.... �`.va...",°.�.2..x�aA-..�x'.. � ez rlra• e• rG• - - tNaS erwaww+sarnewm (G�O ... ec 1r.e' b Rb > - .nma•A«c�x.ouAo \ l 111"'uT.:.q n.)a:swm-wn TYP/CAL TOWER TRUSS WINO LOAD O/AGRAM ro-� .1c.• b b s rxwnwwAw».rNxae rnon.:(86M7 ez0-zn] PAX 6a B28-RB4B S-2 J _ BUILDING HORIZ. &EVEALS-STUCCO o WL I � � ®RIN �.1MAIN ENTRANCE ELEVATION _ — NOTES: G.C.TO COORDINATE CANOPY WITH CANOPY SUPPLIER AND TO VERIFY ALL DIMENSIONS u - � THAT ARE REQUIRED. ° R- ol— u rx aaw au CANOPY UNDER SEPARATE PERMIT. ..GCTOPRDVIDE . ...o S R _ SIGNE0&SEALED SHOP DRAWINGS. tl NOTE: ALL SIGNS UNDER SEPARATE PERMIT. Q w f. d NOTE; — a a @ G.C.TO PROVIDE SHOP DRAWINGS & i r ANOPRWUCTAPPROVALS FOR W.c'cO 4 = NEW STOREFRONTS OR AS MAY Z mic..Ir SE REQUIRED. W Q�s S TORFr oN ¢ ° DRIVE-i HROUG[H WINDOW: C7Q 7u°H V �/.x.u:ORIVE TH ROUGH ELEVATION ` V.-,-o vvw o e..,amcw oex. NOTE �\\ INS PANELS TU GE INSTALLED ED PER MANUFACTURER'S INSTRUCTIONS. vs n oo•vu. wv aM MAXIMUM CALCULATED WIND ON ALl DOORS AND WINDOWS=*Jb.0 PSF I dT.O PSF. .e�n i xo • [�mculo ' JA- o Nt LiDD RONTEEVATION — ;\REAR ELEVATION BURGER KING-20/20 GARDEN GRILL EXTERIOR MATERIALS&PINISH SCHEDULE not all specs are used on every project) CODE MATERIAL LOCATION MANUFACTURER DEECRSPTION ADOIT30NAL INFORMATION PAOOUCT COLOR DIMENSION a MOO/OS TUMBLED(FULL BRICK) OLOE HILLSBORO CONTACT:GAGE POWERS(502)550 4612 EVOLUTION BRICK No—US!WITH EGR-3G CONTACT:THERESA MANE(S.)311-8689-ON.-ft—IN—N, ES-10 EME0.100.0RI1K GENERAL PINE HALL BRICK FACE BRICK OLD IRWNGTON O/S NOTE:USE WITH EGR-3G CONTACT:SUNUP MATHEW(9L6))DB-9J06 q I.C.MUOUOX BRICK T11N BRICK BN W EST COST SUN. NOTZ:USE WITH EGR-3G 4 Y 'SITALE BROWN'-IF OTHER COHTACFNICHIMA CUSTOMER SERVICE())O)005-9156 ES-LAG RNA EXTERIOR FI NISM mEE0. 101NT5 MCKUNPAINTED 15 PRESE NO OTffR INSTALL (ALTERNATE CEMENT BRICK PANELS GENERAL NICHIMA FIBER CEMENT NICHIMA CANYON BRICK PANELS MODE IS PRESENT. 18"X 6' INSTALL PER MANUFAXTURER'SNLY INUT FtR USE O F00.E0-IG) (ON REMODELS,IF THERE 15 ANY VERTICAL APPL1CpilONS ONLY INDT FOR USE ON SOfFIT4) CONTACT.IOY OFTER AT EUROW EST(114)J09-SS% -AEO NATURAL' OR.1 KLEIN( M BIJ)lJ1-J303 ECT-1G E%TEROACEMICTIIE ACCENT ATB M UUDINGFROMT GNITIGIANDRE/EU LE SI ROWEST SENSIBLE E0505Z STACKED BOHD PATTERN 11'X 11' IMMInpIn:Hemenu.cvm NOTE:USE WITH EGR-IG CONTACT:MY DETER AT EUROWEET()l1)309.9551 PAP 153]9"ROVERS" OR JOY KLEIN(BIJ)339-]JOl Eti-1BG EMERID0.CERMRCTLE UNLIKE RESTAUNANTS ONLY GRANITI GIANORE/EUROWfST ROVIXEANTICO IEONi HIGH TECH 6"%JS ..'roLlanaem STACKED BOHO PATTERN NOTE:USE WITH EGR-9G STO POW ERWAt I STUCCO SYSTE _COI OR TO MNTCH f x CONTACT:TIM.'.No AT STO CORP(401)IW5311 STO OR APPROVED EQUAL It XTURE:FINE RAND IPG TANNERS TAUPE EMEN10a FINISH- - EF-IG STUCCO.STO.FIBER GENERAL CONTACTNICHIMCUSTOMERSERVICE())0)5059166 CEMENT 51DING PANELS PREPRINTED TO IMTEN E➢2G-PPG BN."IC1UHA.COM NICHIMA FBER CEMENT NICHIMA TUFFBLOCK TANNERSTAUPE' IB'X6' INSTALL PER MANUFACTURER'S SPECIFICATIONS STACKED BOND PATTERN VERTICAL MPLICATIONS ONLY(NOT FOR USE ON SOPPITS) W EXTERIOR FINISH STO POWERWALL STUCCO COLOR TO IMTLH EP IG CONTACT:TINT SPURNO AT ETD CORP lq O)1966-53)1 J ,. EFiG STUCCO GENERAL STO OR APPAOVEO EQUAL SYSTEM PPG'MONTEREY CUFFS' EF-BG LDNTACT:B00-255 1727 y lit +pp (ALTERNATE EXTERIOR FINISII STONE EMERIOA SIGN ARCHONS —I STONE PRODUCTS COUNTRY LEDGEST(INE 'ASPEN' Ashle11l 00vml.mm 4ygp }i FOR EFAG) NIlUM6sl.n1@bmBl.cvm 9 3 0 uppa: EXTERIOR FNISH CONTACT NICHIMA CUSTOMER SERVICE())0)805-9466 3-•�85• -�' FBER CEMENT BK*MICHIIW.COn 3RETAIL PER MANUFACTUR¢R'S SPECIFCATIONS.VERTICAL SEAMS SHALL BE M]NIMMED.ALL SPANS OF to-OR MORE SHALL EXTERIOR SIGN ARCHONS NICHIHA FLOM CEMENT VINTAGE WOOD EF)6I. 'CEDAR' 1S'%LO MA EVERT ICAL CAULKED BEAMS AL"Peo IN THE CENTER OF IN— ALUMINUM TRIMS THE ARCHON,ALL TRIMS SHALL BE FACTORY PAINT ED TO •� MATCH PANELS. d VERTICALAPPLICATIONS ONLY(NOT TOR USE ON SOFFITS) - RMEq11)-921 'TANNERS TAUPE' CanlaO:RICH GARIIN.PPG CORPORATE MgT10NAl ACCOUNTS MANAGER ERIG EXTERIOR PAINT MIND"GENERAL Pg2NT:6-1-1CVemm FvmlWe IN9n6:$I.,)]IB-SB00 W gv� _ emen:""'OPP9.mm (Z Q ze F i PFUMER111-921 'MONTERREI'CLIS FF EP-1G EXTERIOR PAINT MENTION WAtMSCOT PAINT:6-201SX1 LOYY MUIwa mu PRIMERI 6-212 •BURGER KING SILVER- NOTE:NOT FOR USE ON ROOFS FOR REMOOELING. 1)O g u�A 4 EI-6G EXTERIOR PAINT EXTERIOR ACCENT PA/M16 ISO CUP—FAP w' SEF EP SAG R EP EBG (fa Me1a1 wnsllmx..I') L J U) P6� IXISIING MAN ROOFS PRIME I)-911 •GRIMM'S GREY' NOTEIFDRREMOOELSONLY �Q u[L EP-SAG EXTERIOR PAINT PPG PA]MT:90-1110 OONN ZO/D00 L� SHINGLES B BARREL TILE IXISTING STANDING BEAM PALMER:9O)12 •NAACN WIND' NOTE:FOR REMODELS ONLY \ B-68G EXTERIOR PAINT METAL ALOOF PALM:SO-I11G C_iemWe —PR METAL COPING ARCHON FAINT,6 2(MSXI 'EGA'N %0 FP-BBG EXTERIOR PAINT TING AS PAIMER.17-921 LVM9m Fvmvla PAWER:90-7I2 •BLACM EXI. EXTERIOR PAINT POLES SSIGNE PALM:IN-3 EGR-3G GROUT BIUCK HAPfI AS YINMOIS' NOTl:USl WRN Eh3G NOTE:USE—M ECT-IG FORSETT ATERIALS USE COMPLETE CONTACT RAPID SET p83y EGR-1G GROUT CERAMIC TIE CUSTOM BUIIDING PRODUCTS PDLYBLfND SANDED IJJS'W INTER EMU'S' ••• tMG M •••SEAL GROUT WITH AQUpMD SEALERS CHOICE GOLD NOTE:US!W MN ECT-1 8G 9 UNLIKE AfsTADRAHiS ONLY ••CONTRACTOR TO ALLOW 1/16"MAX FOR GROUT JOINT • EGR-9G GAUUT RESTAURANTS UITICRETE POLTELEND SANDED a66'CMESFNUT BROWN' •FOR SETTIN6MATERULS LIES COMPLETE CONTACT RAPIDSET •SEAL GROUT WITH AQUAMD SEALERS CHOICE GOLD Cvn11d:KUby OPVS a[UUCMI!(203)6)1-)ZID MC-1G METAL COPING TOP DF LIGHT BAND - PERMA SNAP PLUS A-NI-SILVERSMITX' CONTACT:W.P.HICKMAN COMPANY(826)6)6-1)0D-W W W.WPH.COM WALL CM FACTORY ETNISH TO MATCH EP-2G MC-2G HUAI COPING BELOW LIGHT BAND W.P.HICKMAN SYSTEMS,INC. PERM SNAP PLUS PPG TANNERS—PE" TO BE PANTED TO MATCH EI-EG Z O MC-36 METAL COPING TOP OF ARCHON PERNq SNAP PLUS PPG"CEDAR' Of P¢¢ LEIfTRDN MIODUR SO..A(.IF)IIHN Le EXT LSON AT lEXT0.ON —w H O M-IG PARAPET UGM BANG •SEE MP0.P/ED SIGN LED LIGHT BAND -SEE PLANS I800)6]I gp59 O0.(91B)632-a9)B EM 301 w G SUPPLIER$ Small:]fllawlNm0leklmMncc9m � a. �� i ABOVE OODRE 'MEAPFROVM R Ca S KIP- PIETAL CANOPY AHO WINDOWS CANOPY SUPPLIERS CUSTOM METAL CANOPY COLOR:CLEAR ANODIZED •SEE PLANS STANDING SEAM METAL ROOF CONTACT:YUSUNE KOREMA(615)945-9991 FIREEfONE METAL PRODUCTS UC-1 PPOfILE SILVER METAlI1C 5R -SEE PLANS Small:NOeeedarysuke011Ms1aneb0cvm -� METALAWNiPIG/SSM ABOVEWOUNWS/MANSMD ROOFING ROOFNG BER0.IDGE ROOFING STANDING SEAM METAL ROOF CONTACT:(210)650-)01) NETAL PRODUCTS LET-LOCK PREMIUM METALLIC-21NC OpTf •SEE PIANS A-2.1 'wim�,auo rc.v.,.•••,, _ �aam"owe0 3E I -I—rwsui up - ------- .. ,au sacs . s«onm* m -C- e .21NING ROOM ams ows m vws;xs � � _ H "��' KITCHEN nu^exi vuox , aw.nox wY Ix_ wx«rm u«sw ��-� (D;@L.OING SECTION EVEMOR/PIIERIOR FINISHES NOT SHOWN aw+a,.R«ox onq c'"�i —ia-s-HameO S S uun wue Ha„xeI • z ZP .u•-s ers. scrim uwr va.x"�o Q a w US�w «a.so WEn r ,mexo mxoca �r".u�rz raw.`-o (DBUILOING SECTION pp¢,ww/Wrtb'P rvaus xw,sxowT Yrp ANY-Y Aft. • F ffi Z �� — Y rc � m A-3 �ppp n7�♦dry Cp7,C GENERAL ROOFING NOTES: O KEYED NOTESw:� �"e' i3"oFA NgiY4 IUAT�L a.ew�aWa owxmuna onf�lr.ncu -_ .27'-7" 13'-0•- 16-4• e �imrur°sue r u n'�°w'�e°a.n:°m s.../ow�tl ra��r�s`Hamm�p�w�� wixi.vw•"www`� }' � SCllPPRRS(FBC PLllMRRVG TABI R 1109 71 m rzw .s an rs auwm mo'scwwn- morwsµ��.ib��rw �}. / l� a -M1e•rrp wr.-r-r •.mmu. _ - rwv — nc �( Ymmm-ci-omu mDRc(FRc'PLU nvou v.aiw a'�oe'r rz�ws¢u a��s uert w.w. vwsuro.u.w 1 os ioxw:.R w.�oa __ �• r.�r'wp mr�w`u�i spa e.w�r mur��s m (a s.. s/r r.• �( t\ nawNm ra.��. ii rw"`�.roe°dOi�.,.°o"�.o�s�eur'°.�`r`iopO1ma�n�ax��rs��w�wa flnis� � ' w � •r GENERAL NOTES •uss-�-1 o. \ EF3 1 mnax w � mw auvrnrsn. 1 - p 1 ammo-verso. .w � 1 ROOF tLAN d�R:r C)jjANDARD ROOFING SECTION is L� IBrI vvve p ILI fj 9.- S ITCHP�L � * .3°�7'.� r�n.o.,iw m.e m l ZF- ' TANDARD BASE FLASHING CONFIGURATION �^mo„n••� W Mamwpas Q'y (�s� (•m vex sore rro a mm.n.v ma. o,...a mo.r<a« � e r�w..rrn °'n wo r... 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