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HomeMy WebLinkAboutR-2017-103 Coraluzzo Site Plan (SP-029-17) and Variance (VA-58-17) RESOLUTION NO. 2017-103 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-029-17) AND VARIANCE (VA-58-17) APPLICATIONS SUBMITTED BY SYNALOVSKI ROMANIK SAYE ON BEHALF OF THE PROPERTY OWNER MARINA INDUSTRIAL PARK, LLC FOR PROPERTY LOCATED AT 2401 SW 31 STREET IN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT A, A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION;PROVIDING FOR CONFLICTS;FURTHER,PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the City Code of Ordinances,Chapter 28,entitled,"Land Development Code" ("LDC") of Part 6, entitled, "Development Review Procedures and Requirements,"of Article 635, entitled,"Site Plans"of Section 635-20(A),provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, Marina Industrial Park, LLC, ("Applicant"), is requesting approval of a site plan and variance for the development of the property located at 2401 SW 31 Street in the City of Dania Beach, Florida, as legally described in Exhibit "A", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS,the Applicant is requesting Site Plan approval to permit the future development and construction of professional office with accessory overnight fleet parking pursuant to and consistent with the attached Site Plan provided as Exhibit`B"; and WHEREAS,Part 6 of the LDC,Article 625,entitled"Variances",Section 625-40 states that the City Commission may grant a variance based on its determination that the Applicant has demonstrated that the criteria identified in the LDC have been satisfied; and WHEREAS,the Applicant has requested a Variance to allow a side setback of thirteen(13) feet(VA-58-17),where the LDC requires twenty (20) feet per Section 205-10; 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-029-17)and Variance (VA-58-17) 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. That the foregoing"WHEREAS"clauses are ratified and confirmed as being true and correct and they are made a specific part of this Resolution. Section 2. That pursuant to Chapter 28"Land Development Code,"Part 6"Development Review Procedures and Requirements,"Article 635 "Site Plan,"the following Site Plan (SP-029- 17), attached as Exhibit `B" which is made a part of and incorporated into this Resolution by reference, is approved subject to the conditions specified in Section 6 of this Resolution. Section 3. That pursuant to Chapter 28"Land Development Code,"Part 6"Development Review Procedures and Requirements,"Article 625"Variances,"the following Variance application (VA-58-17) is approved consistent with the attached 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: 1. For all projects resulting in buildout of the site,such that construction staging cannot occur on site, must obtain Staging Plan approval by the Community Development Director prior to issuance of a building permit. The Staging Plan must include,but is not limited to,location of equipment and material during construction.(PLANNING) 2. For all projects resulting in buildout of the site,such that construction staging cannot occur on site,the applicant must obtain Maintenance of Traffic Plan approval by the City 3. Engineer for period of construction prior to issuance of a building permit. (PLANNING) 4. On Sheet L-200,provide a list of which trees(quantity and species)are proposed to be installed to meet the mitigation requirements in the "plant schedule" table. (LANDSCAPE) 5. On Sheets L-200 and L-300, provide a special symbol or callout to indicate the location of trees proposed to be installed to meet mitigation requirements.Note that trees used to meet the minimum site requirements(buffers,NVOS,peninsulas etc.) may not be counted as mitigation trees. (LANDSCAPE) 2 RESOLUTION#2017-103 6. Please provide a detail sheet accompanying the Civil Plans with the following details (FIRE): a) Bollard/Impact Protection Detail for Hydrants, FDC's&DDCV's. b) Roadway Pavement Marker(RPM)Detail for Fire Hydrant Locations (Blue Reflective Markers). c) Signage Detail for the Fire Department Connections (where applicable). 7. Provide address Detail. (FIRE) 8. Provide an egress plan demonstrating and dimensioning all common paths of travel and travel distances to all exits within the buildings and/or structures. (FIRE) Section 5. That failure to adhere to the terms and conditions of approval above shall be considered a violation of the City Code and persons found violating the conditions shall be subject to the penalties prescribed by the City Code, including but not limited to, the revocation of the approvals granted by this Resolution. The Applicant understands and acknowledges that it must comply with all other applicable requirements of the City before it may commence construction or operation, and this Resolution may be revoked by the City Commission at any time upon a determination that Applicant is not in compliance with the City Code. Section 6. That pursuant to LDC Section 635-100"Expiration of Site Plans"and Section 625-50 "Expiration of variances", the Site Plan (SP-029-17) and Variance (VA-58-17) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan,within eighteen(18)months from the date of this Resolution. Section 7. That 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 S. 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. 3 RESOLUTION#2017-103 Section 9. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 10. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on September 12, 2017. ATTEST: LOUISE STILSON, CMC TAMARA JAM S CITY CLERK MAYOR APPROVED/A TO ORM AND CO ESS: r` a TH AS J. A SBRO CITY ATTORNEY 4 RESOLUTION 42017-103 EXHIBIT A LEGAL DESCRIPTION THE NORTH 339.95 FEET OF LOT 7,AND THE EAST 40 FEET OF LOT 6, IN BLOCK 1, OF "TROPIC FARMS", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 24, PAGE 30, OF THE PUBLIC RECORDS OF BROWARD COUNTY. FLORIDA. LESS THE FOLLOWING DESCRIBED PROPERTY: (A)A PORTION OF LOT 6, BLOCK 1, "TROPIC FARMS", PER PLAT RECORDED IN PLAT BOOK 24, PAGE 30, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE SE 1/4 OF SECTION 20,TOWNSHIP 50 SOUTH,RANGE 42 EAST;THENCE SOUTH 89007'55"WEST 1476.22 FEET ALONG THE NORTH LINE OF SAID SE 1/4 TO THE NORTHEAST CORNER OF SAID LOT 6; THENCE ALONG THE EAST LINE OF SAID LOT 6, SOUTH 01°43'21" EAST 399.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID EAST LINE SOUTH 01°43'21" EAST 30.35 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE ALONG THE SOUTH LINE OF SAID LOT, NORTH 62.17'11" WEST 45.93 FEET; THENCE NORTH 01°43'21"WEST 8.32 FEET;THENCE NORTH 89°03'14"EAST 40.00 FEET TO THE POINT OF BEGINNING; TOGETHER WITH ALL RIGHTS OF INGRESS,EGRESS,LIGHT,AIR AND VIEW BETWEEN THE GRANTOR'S REMAINING PROPERTY AND ANY FACILITY CONSTRUCTED ON THE ABOVE DESCRIBED PROPERTY. ALSO (B) A PORTION OF LOT 6, BLOCK 1, "TROPIC FARMS", PER PLAT RECORDED IN PLAT BOOK 24, PAGE 30, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE SE 1/4 OF SECTION 20,TOWNSHIP 50 SOUTH,RANGE 42 EAST;THENCE SOUTH 89007'55"WEST 1476.22 FEET ALONG THE NORTH LINE OF SAID SE 1/4 TO THE NORTHEAST CORNER OF SAID LOT 6; THENCE ALONG THE EAST LINE OF SAID LOT 6, SOUTH 01043'21" EAST 339.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID EAST LINE SOUTH 01 043'21" EAST 60.01 FEET;THENCE SOUTH 89°03'14"WEST 40.00 FEET;THENCE NORTH 01°43'21" WEST 60.01 FEET; THENCE NORTH 89°03'14" EAST 40.00 FEET TO THE POINT OF BEGINNING. 5 RESOLUTION 42017-103 EXHIBIT B SITE PLAN RESOLUTION#2017-103 $YN�OV9K11lOMAN�Y6 Iff SITE PLAN APPROVAL FOR: CORALUZZO � DAN IA BEACH 2401-S 3TSTSTRE-E DANIA BEACH, FLORIDA 33312 V Q w m Q z ARCHITECT Q SYNALOVSKI ROMANIK SAYE 18[Ifl ELLER[NINE,SURESq) Iasf)estaeo6 - N CIVIL FLYNN ENGINEERING SERVICES,P.A. 2H CpAMERGAL BLVD. dd UUOER[5/LLE fri THE SEA fi 33308 1 � �,A� f� 4 C a (f15016Y1no01 STATE ROAD 81 O 4 d LANDSCAPE ARCHITECT NATALIA SA AVS—. lb(16.AI�gREW6 AVENUE.SURE 3f10 FORT LAUGJ[DLLE.FL 33316 ��� 9C - � v (asalsn-T6ta ' p�M a"Y 5 CONSULTANTS SWMSTST 6 a .roe ogreRSHSEr oEpr* sRs P[AH PIA .fVFA1 dtAgROAHA� 6511E W[E OW6/Y01) W!Rlrt16eFMGB�M �_� EOFIG�[MN19 RS rz[NW.fef.l�fl�laro[ e - Pe gACRuf NORTH '.� �0 _ COVER SHEET 4 DRAWING LIST $ LOCATION PLAN KEY PLAN y T-00 A 1 SITE INFORMATION: , FAsnNG LMOU6E 1&owrtl Cowry):VMAM INDJSTRWL 15,I55.37 5F I ND) EwsnNG LAw L6E luvaaxl.BP.rn1.IwusTRlMm FxIsnNG zoNww.IRGMSA a"u munE 1 SrNAAw�vsuRoauwt<SArE MaTaTN.MMa� I I sEYYER­oFHWrwooD _ rwmal.. am® ® j BULLING Hpdn. 3PU'AFG F SET Ks: REWRED PRWIOED waw.ArKMAMm mET NOfrtH IRFAR SETBACK) ,,mR[ EAGT(SIDESETSACi(1 MET (��\J Meutl BANv�.NA 34 I BWTHIF-1SE—M I FT AA0011� 8 MwwvV,rtr.�. WEST P.6ETBACKI mFT 7D FTSR4 I 1 I I I I - ,{'_"-J. I JJJJJJJJJJJJJJJJ ' JJJJJJJJJJJJJJJJ I Mara.0 1 JJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJ %/ I J JJJJJJJ JJJJJ v I JJJJJJJJJJJJJJJJJJJJ PARKING CALCULATIONS JJJJ JJJJJJJJJJJJJJJJ C/JAwERCw1 USE n4 JJJJJJJJJJJJJJJJ I oFFlCE,eL61NE6S: ;ass&F.®1 PER 3BDSF..tOVARgNG SPACES jjj JJJJJJJJ JJJJJ p. COMMERCIAL LEE ;rr 1 VEHCIE SERWCE: 3BAYSQ) PERBAY BPARg SPACES %WRED ,B PMgNG SPADES HE—RED �T1 I i PROVIDED 21 PARgNO SPACES PROVIDED RNCLLprvG1 HMIUCAP SPACEI V co W 9 \ \ BICYCLE PARKING REQUIREMENT Q ®m SITE CALCULATIONS ACREAGE I.A.PC COMMERCIAL USE RE9 IN,68B.BB 6a.FT.1 PN+u6L^]esa, y s�Ac�Es S •:\ m TOTAL SITE AREA. 81 509.S680FT.100.001E EO it Nx TOTAL PEHVIOIIS MIN: 8a 30.F1. a REOUREO� TOTAL IMPERUIXIS Mq%'. S SB]6GFr. q y� \ \ INPERWW9ARFA CMCUUnONS Y N o ma L F T \\� _ m °EiBM' anFACE PARallo aseea4 sD Fr ax66x J ,�� 91OEY/ALI(S RM,Ps,8TNR3: ,OB80380 FT 1.88% ___-____®--____-- TOTMIMPERWOUSAREA PRWIDEO.43,1]49]9¢Fi ]6.16M(8p%) �� 9 er111m%) m \\ m TOTM PEHV10L18 AREA PROUOED: 15,IW.01bGFT. 3 \ •. ®ffi CONSTROCTMTYPEn10001WITHSPRINKLERSMPERNFPAM k 5 SITE CALCULATIONS 4 SITE DATA II . THENC THD SSFEETOFLOT],MIDTHEEAST40FEETOFL0T6,INBLOCK I,OF \\• m e e %rp a e© ® w ZROPK:FARMS".A000RpNOTDTHEPUTTIEREOF,REE t EDINPIATEE0 Ia dPAGEm.OFTIEPUBLICRECORDSOFBRWIAR--.FL-- r¢ LESS THE FOLLONING DEeCPoBEDPHOPERtt. IAI A-OF IOi e,BLOCItI,'RtOPIG FARMS',PEF PUT RECORDEDIN PUi xrwMRxy MwN L 4� MwArwwJ '.rsuM sort f.I+�\�f �✓y: �'�i s/s7 oo BEIM OESCMBEOPB FOILfXV6'.IC RENRDS OF BROWARO COUNtt,FLORIW / % �/Tex v/ fh •'/�✓�l IR06xa'OR t� TGMISHPE THE RM%3EQEABT IHEIJCESOUn109°OT56" N Id]flYl FEETALOND THE NORni LWEOFSXDM 114 To THE NORTHEAST CORNER OF SUO '�TL� b f A7ro LOTS,n1ENCE ALONG THE EAST MD LOT SEI H01-1"EAST 069.60 Nrom,NOcaxc sI_,v e S i 4 ' „ ' U _� FEET TOT1E PqM OF BEOINNNO-THENCE CONDNUEKONG 9W0USL.TS, ® x` S H01',SEl FASTm. FEETT 01R E6HEASTCIXtNEROF6ASOLOT6- '�f r THENCE MOKIO TIE 60UT OF SND LOT NORTH 6T°1)11"WEST d6.83 FEET' OdGN SITE PLAN y THENCE NORTH01'f3']I"WE T.32 ET,THENCE NORTH 08W14 FPST 0000 0FN'ERA&E.50BMITfM 814.•� FEET TO THE POIMOFB M ISSUE MTE'0V06/m,] � � caL q .rmxe®ewNx ;✓:y��,t,^. (wLgLi) TOGETHERWITHMLMGHTSO NGRES,EGRESS,LIGHT.MR ANp WEWEETWEEN THE GRAMce9RENWMNOP HOPERTY ANOANv FAULItt CONSTRUCTEOIXJ n1E xPxrme svex RIAa.: -_— I - •:�^iN�.� ABOVEpE6CRIBEO PROPFRtt. [n xuVsw.t4xlnxoror / '�sr' sx0MN1Km4'.saxR. TpyOx TNss 2ro ALSO 6YMN5 x SPB wAECSED»a w,.wr�a:..xMMxax�a.r< 1uxePMWO I (BSA PoRTIONOOI BPLOCK I,"IROPICFA BR FESRUT RECORDED INPUT w'I I 1d,PAOE m OF THE FVBLIC RECORDS OF BRONARO CWNtt,FLORIDA \ / u BEWGcescRIBEOAEFaLows: ARCHITECTURAL § X COMMENCE A'T THE NORTHEAST CORNER OF THESE 1/—SECTKIN m, FENCE SE—H ELEVATgN-ROUND END P—S TCWN9rNP.S0 RANDS NT EAST;THENCE SWIHPSOT88"WEST,4,.. SITE PLAN FEET ALONG THE NORTH LWE CE MD SE IM TO THE NORTHUST CORNER OF SNO LOTS;THENCEAl_F TEEA TUHEO DLDT6,BDLnHD1°4a'31"FASTve.]e F FEET TO TFE PqM OF BEGINNNG;THENCE COIJIINUEMONG 9AlD EAST LIIE �E SOUTII01°i3'TH0l'4 60: ST80.01FEET,iWENCE�NORTH fia9A1a'FAs'!i0.o0 $d FEET TO THE POIMOF BEGINNING. 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LYIIWN[11M41.hllID I r , I I I I I< Z II swR ,u eE uD a I.ox MxNMN I �.f I GRADING AND DRAINAGE NOTES' Z g a t i o w ..,.s,oaN DR,N.cE M,E MOM,xE xroc sx E MII,:s=xD,m o„law.,sE a Rux4 S.DRx�.�,�ME=ME,o DE,��,>;�D 1N 4E ESN �a E.NE nAExa1 Ma RED,o NxMN,,nDNaE owx ESE I r l Rw..w C� ii srnsc.,om,sEns s1u1 GE DR.oeD ro z D o __ --, ----------- D D Nr Dxc,SRED RED. a o I -- --- - - ---- --- a w TM w,rM SR,xD DR,—I,N uo r E x. a a I I I aw(vERncuEr uTMi a I, I I M-D sD w D Dx vE wr.r,R n w R.A— v--- nEc.xDvwA c.a s s w,x�„E=sx.LL�Nsr,usD .sn suw ,xE EoxD"•Ro�M c".,E R,Re.._ ,~s N I,slr ExMm,nw mE+lcx ,1x e1n Eez — — i wvM. D,vxs a r.Ro DR,xs wrx 3 xEM ExcE uew xNs EOR^Ex,er lx,n v Dowx sRwls Ru I� I NDMS .%mac^s REw RED sERDx Ensnuc mEEs ro Rruux 2 rorvA,D.wlwc- s x R.nx xc for .sx.0 ac mr+lEREn x w Y 1e 3e0 m PRE o � I swAtE.vxus:Nv,ED oAHR.,sRAI 1li011 W559N DPrt nual5r 14 ID a Z I Q I I DiER EEVEi-Euv.o w x,w w � AI I I o I muR at�� 0 I n� LEGEND J I =I Q m I I ® RascD EIFv,riw pawl C N 4 ,Nc E.En,nox a,wl O I I I I OO ux j wawsEo��4 I m I I >Rorosm xvc e I • I I 1 � _ I I MEW mcnu a� I I I Nx I I ®ewn 1 I I 3 + w,rER x,aACE u,x w (II I I �{' • { I I 111 f 1 i i s A` H NORTH S�cx, EosEo¢ud T E � I noNu I IRaR PA .! REuov[o I E L J _—_ _ y �® — � ;I uxE ro eE PAase R7'l no sF toiA4 eREw CNL NDUPs BEfdtE Yal DG Rpp ZR i x z. luv�D eO OaNMENLS -..,... .. _ SEAL � a # t 811 SW J15T STREET nR,nx,n s�wx vnuzEs x,.vD ea r-rD nD�.,nr xcND Rv +ate , xw.v.o.m.Is roe.nr n 6 m` I1M p•QRC PA INL EN S I INO.11[A Y�hAStlB � - I WATER AND SEWER NOTES: ��.ws ro� wru�la�`il�sn xn R, I _ _ nrHa&s ox ro ee nausrm aus�w nm mr ng.wm _.� `l mwx[rc xovxxa srxr[u e,sso roar sqw�w m a[o io amm w A c�uws 1 1 1 q I Z r I vaowoc nu rurr n e n rs ro TMz on vx ,ea'J" g Y .wr uszuzurs wm vc am mncrms P"oxos n�."sassur s w,40P1owziiunou'o,w'»c row°Rw°Nip wowm uu°si` eecwnv u we rorx.0 .coumnaraw s nEmwsnu•m rooxownre wnr wr«ecnoxs urain:mo.Ecna"s x�o so�muro�z u "o.m e �rrriwi ur�us"rnrax s`;E L, j wa»"sEo.saEs=TM" �'^� s xsax em"n"r�^« � —. ro111r`11^."carnimrxau nu aes,xrom"s.ors r °E1XErHxcxm sTMs wnnn ssw,x nxo mu�. 1 '1 I o vsmuran^s» rwiow TMs eaow.»o cw»rr"su a 1 I rxsssirs resn"c nx m W sewsu M M n"a wn A.We.'TM ssrnennw owms ezrvux F y nFu� r urwmmai»x wunss ro ee»sworn 5"nu x c.rrm err nr r xsvxar ro '^ g unu,Es an mnx.ux u"rs,",r wu wsw.w"sEnwa.ua,.r,us r"c.a"s"oxsse m nscaso m� nave�xu"or u"zu a w,r osrsxsa"rs E ws rcarw rwm a� ca"STMucmx a°NaEw..uacwanr µo w,nr woiw ssanvn�,.TMs 'nAj v511e"%sou o=llaa"a",rs:wnM: .o"c°ro na�r R.aa Pur,"c x"r a S Z s I t 4 I Q z I 0 $" ' I 0 EI N LEGEND' � 5=4w�w 1 (n[rtn ro m[rw"5) NH wnnx unx . I .. nr ® • � w Fie I NORTH , TM.awgoI—IT I 1 wn,sx wn A. PAcee (nvsn roTMrKK�ro I 'I • ooaru M) ^ SEAL S, m rt'S 1K uWl c 811 _— ___ swsr ux xwc"i'u r»rz err", snsr a xwj ji.zs u."rsnxc s.scw. vvc W.wnw_ _ _ -p r r,Pnuc vww, sronA SW JIST STREET i vos"r"sw rs w) asnw"a wv.o.ee az�rnn, r _ i ______ 1 nsmam �s-rzee sxM eanTM row.er 3»6 r-� rm El 3 Rm Dow smmmz P IVIL ENGINEERS -ODE S111T, 7 rn'U"' -E t-22--i 241 %�,cn-, cwBnurE•1R1E m-im BRACKET DETAILPAVEMENT CONNECTION DETAIL COMPACTION TEST SCHEDULE SECTION GO JUNCTION BOVCATCH BASIN POLLUTION RETARDANT BAFFLE EXFILTRATION TRENCH DETAIL ELI IE XfE,�,TO.W.- BRICA7_� SUMMARY OF DRAINAGE STRUCTURES _M�� 00 nc,an Hu <w pro w(!) 1-1.1 E.. —1U I oR 1-1 o< tb*4oeoll =0, Zt- 4-- TYPE 0'CURB DETAIL z< C-11 IR. < IR- z 4. EL a TYPE F CONCRETE CURB AND GUTTER m < 22 ASPHALT PA�?ENT DETAIL aunc.u.r— =%NM ELEVATION -1p IT'"ll BRACKET DETAIL c) 2 ss JOINT DETAIL a»< ON SIDEWALK PLAN m a a INVERTED BAFFLE DETAIL 8 z CONCRETE IN STRUCTURES PRIOR R-TANK PAVEMENT & SIDEWALK JOINTS 0 -1 !2 .1-T. Lll NLT-I TlIl 1-T-ADD111—-0-7- Of wn % F, 0 M.—­W 0 W R-TANK MODULE TYPICAL GROSS SECTION L) TYPICAL H CONCRETE PAVEMENT & SIDEWALK DETAIL RESTORATTRENIONC FAND PAIENEFIT OR TRANSVERSE CROSSING P=MISEAL NARY MEMS zi TYPAL.—ANCE PGRT RJANK--F12D LOADS • F-N--T­NlETCUT--- FABRIC PIPE BOOT I 3 1..,,,' ,_.,.o^ ,�, S_* '•. - ,e. ,r< '. IRRIGATION SCHEDULE sLrEve z '#-•�, t^r, � t �.:, M � xroa MAruRncnA�MocaioEGumw arc CHART y� y S F .,y r I R.F Ora leas ul.rw�Mn�e.� I3 PIPE SLEEVE k,'..r y I B IPP�, y s�.al.6er.u�id eoktem Frl�V�a.a 91SE 51ZE Y• q .: I 1J$' Wiml.Tr.atl.d nrR 3/4 2 1/2' 'l l •-e•..�tecr. �I`"i.i sprq en'bi�+1r 5prykrr wlF co-wm.tl � I' 9' 9rew�ova[IRptANErSnn IYpR 5w1.eltl.we Bektcm Inrt.V]'Wr -r.•-'�x"r 3 rr.+aa.e Inl.r.. I I/a• g• 1 I RaF ere bl]a s.rr.INFw ]6 I/2'� 4' t rre"��x I u s 4 a.w I]n•ny+¢Errkl.r.m, Irrilr.l. g I ce-rarq-r e..l. -,a eo�rom Fr<. 2^ q. 1 I In•N�f r.wr Tr.atl.a wN. 2 1/2• ' k'` I Ran era Isla to xl.s NN•R u•I ' I ��!� a.te eo.w Ian•n.P+q E�.Fkr..u, .�.,.I�r� ! Itl.d i 4 )A � #Z I Ge-Mo Ybw-UwL atl CeElem InrR 9� b� C X' V]'Mr P.n- 11r.wtl.tl Yy.R a. e. RaF eM.12 la e.rr.rPR ®�®®61 tb 1pry u0•Pepa¢3+rlrtl.r nM M 6' 0' ~y y 1 76 T eo-rroWrdnpw ewl.Dtr me eeeean Nrl. t , `, 1 Va•NR P.nar Tr.wa.tl 4Y.x. B' 2' $ ®® bF Msso�tlrwcb.Ila I!L.rlw NPR D !!@�T Grbr.f vn•repW eorral.r..p, S. V]•Nor I.�r Th-�etlrlN•N. MMem FYR C . •�'r _. /` I -Rr®,e.-w RaF evtl N11]ApJ ]I :Y, I �ep�un•roPaq a�FRw.nn ri.'ss'",.�'� `;.• �-.v.®tRE-,.. e.al.a mtl eman lore. .eer rn. _. I Y1Wr w.w-x>i�' ;p � 1YFteOL FrdUFACTA®NMp9.loebcRITON 4xtY wrmlm 'V I, wF ew xo�-rc x•a ' E� I ® cn warar,4n•wopap.Ady.f.w od WII }.9i' _ � srreoR rwysAcnwevrooamncmrnow t~.r -- 1 a V � I-I/a•,nwY��r var...sIFF.canrgrotYa R.ru•.V l 12- bl" brae rM Fall wlv. lstdl I]'IaonsN mov Iw)r.l I e.nwrwon agrf e,e w rq..t pane F fti ftm �.. I _ IbtY lblIW ma x I Q ca r' .-F I PaF ere leo-0a W ;. I- a ybF Il+rwor,nIN�ldl wcnas FrmF.R I p9 I ,.' �. �1' . � .,r,.la,•are ' tY'4 )'F�iln.ea. LM�5ererr b,.wa.n anew N. B I P'r P Z F r c: I a I i r - e.gnto„rani.a¢wve a.n.an.40.ta„mF t—2u- � .rcfrra caWR. N i � um h s �•+-�w.r O S 3 r 3 9 1-_114 B 1 2 eul®lac r / __t -� 1 yK' Rxeee Nocs srs trove em �, r;. R� � k a °°` wan ere rm f-va• nr epw a.0 { 1,'` .,.. '; r a rm,er,N I-I/3• sl..w eProy xar K • +� iyr 'T� r \,'w j 1)S' 2 - 4 R.F era rm I-1/a' am 9prq ea.sa * •,ar F.a-...•....,a.. a RaF era rEe I-In• ir+Rafar ax ... �..... _...:. .... . 6 R.F pYtl I-I(1• alrW!P-1 �.16 D6WN SITE FLAN R.F Syd I•Eg IHp• !rW ePq ]I..l IK•:IRERnELE SUaNrIAL A ISSUE WIE oxmvmti e Ril ere Pm I-I/]' NrW 5prq ]e11 Ran Brtl I•Ea I-V3' af.'W eprq aee +xn Nam-Nxt tlowr r=zR IRRIGATION PUN NOPTH 1 IR-500 4 3 IRRIGATION N INSTALL PIPE ON A STABLE FOUNDATION.IF NECE63MTY,REMOVE UNSTABLE SOIL OR MUCK FROM THE TRENCH BOTTOM AND WTALL A 61NCH FOUNDATION OF COMPACTED CLASS 1 SYSTEM DESORIPMON BEUDING MATERIAL.REMOVE WATER FROM THE TRENGN BEFORE BACFILLING.EXCAVATE I F1OW THE FIRE BOTTOM WHEN TRENCHING THROUGH ROCK AND INSTALL OA%1 THIS IS A NEW CLOCK TART SYSTEM WITH A PROPOSED WATER METER.CONNECTIONS BEDDING MATERIAL.BACKFILLTREM:HESAN000MPACTTOFINISHEDGRADE WITHE UlNG pF H M AM!mo/eEAT Iwlwm , MEETANYCITYCR COUNTYREQUIREMENTS.GGORDINATt FINPLLOCARONOFCCNTROLLER SOLSFREEODEBRIS,ROOTS.ROCKS OR OBJECTS THAT COULD DAMAGE THE PIPE TUNNEL MWIIOOMT'Nm T[Mm AND RAIN SENSOR WITH THE OWNERS REPRESENTATME.LOCATION ADJUSTMENTS SHALL UNDER TREE ROOTS. M N'�S 1FMW 16IMT O y rR N jmlT� SE AT NEO SYSTEM AIL CHARGE.ALL REQUIREDW TESTW THIS SECTION I6 FOR THE MMCoLEPVC FL.VNT W1OSL O SOLVENT WELDCONNECTICNS IN ACCOROANCE WITH ASTM D2355.APPLY RIPPLE WORN ACCORDrWCEWITPVC RIMER ASTM IN ACCORDANCE WITH ASTM FSSS.APPLY PVC CEMENT IN WA `RP FF D THE IRRGATIONN CONTRACTOR SHALL BE CERTIFIED AS A CEPNEED IRRIGATION FLU"IM YIAON $1T�LWlKKK �LNILSAYe CONTRACTOR SY THE IRRIGATION ASSOCIATION SUBMIT CERTIFICATION TO THE OWNER'S PRIOR TO INSTAL-H OF RIVE VALVES.FLUSH MHNUNE3 FOR A MINIMUM OF tB MINUTES U M BTAMm_MOUE RM S REPRESENTATIVE PRIOR TO PR-TRUCTION MEETING, OR UNTIL LINES ARE CLEAR OOESRIS'.WHICHEVER I6 LONGER. IM�rY1lAllm� FOLLOW THESE NOTES IN ADDITION TO CITY AHO COUNTY REQUIREMENTS AND OESIGN PRIOR TO INSTALLATION OF Tiff HEARS,FWBH LATERAL LINES FOR A MINIMUM OF 10 WIOAIfA m mlm �Mt STANDARDS IMMEDIATELY NOTIFY THE OYN 6 REPRESENTATIVE OF ANY CONFUCTS MOULTS$OR UNTLL LINES ARE QEPA OFO®RIS;YMK:HEVIIN­N­ L rWAm a1W BETWEEN 1HE PUJJS AND GIN REQUIREMENTS. MAINLINE LEAK RM M fm IOU F VERIFY SITE CONDITIONS BEFORE BIDDING INSTAUATIONS MAY REQUIRE P1lpITIONAL PERFORM MHNLINE LFAKTET AT IOU PSIFOR2 HOWN5. IN �� �^ IMGMLA•IIIm NA�RV ST EQUI OPERATE E C ^•M^mmLmB WIPMEN T FOR 6PECIFK:SITE CONDITIONS.WG.LAE PLL COSTS TO COMFIETE THE SCOPE �ol MID TEPMENT. OF WORK IN BIG. • TESTING.THE MHNLINE MUST BE CONRLETS NO CUTTING OR MODIFTCATX>MN.,IS. THE SUCCESSFULCINMIONOTHElEAKTET. 'RUITER O INCLUDE AL REQUIRED PERMIT AFL)IMPACT FEES IN SIG.OBTAIN ALL REQUIRED PERMITS BEFORE TESTING,i60LATE THE OURS TO REM WIN WATER AND PRESSURISE TO AT NO ADDITIONAL CHARGE. • CTHE TEST PRESS­ORRECTLEAKSE FOR 2a HOURS i0 REMOVE AIR FROM THE MAINLINE AND L O O^ IMMEDIATELY REPAIR ANDIOR REPLACE ANY ITEM DAMAGEG SY CONSTRUCTION OF THE L� U IRRIGATION SYSTEM AT NO CHARGE DETERMINE THE MAXIMUM ALLOWABLE UEHUGE FOR GASKETTED PVC BY THE FOLLOWING FORM NA GUARANTEE MATERIALS AND CHARGE Pofl ONE-NEAR FROM FINAL ACCEPTANCE, L=(FAW7 EL 6+, '- - CORRECT OEFICIENCIESATNOCHARGE L=ALLOWABLE LEAKAGE IN GALLONS PER NWT,THE MAXIMUM QUANTITY O WATER INSTALLATKINS ALLOWED TO RE PUMPED INTO THE MAINLINE t0 MAINTAIN THE TEST PRESSURE m N=P=NUMBER OF JOINTS. FPN IDE MANUFACTURER CUT SHEETS FOR EVERY NEM TO SE NETALEO FOR APPROVAL D=NOMINAL PIPE DIAMETER IN INCHES, weMNm SQUARE ROOT OF THE TEST PRESSURE IN P61. PROVIOEONLYNEWEWWMENTANDASSPECIFIEDWNMINTHEPtAKS. THEREISNOALLOWABLELEAKAGEMSCL E TNEIDEDPVCMAINUNE. SPRAY HEAD5/R0T0R5 WITHIN SOD „ ELECTRITO ELECTRICAL NIC N�CTONSAFC REGUIRECOORDI ATE F ED WITHBNTHEPLANSARE IF LEAKAGE EXCEEG6 THIS LIMIT,CONRECT THE PROBLEM AND REPEAT LEAK TEST UNTIL RtOR WOERS DESIGN RTOBI FlNAL ELECTRICAL tTONAI, SUCCE%FUL COMPLETION. REQUIREMENTS WITH THE ELECTRICAL AL COST PRIOR t0 BID.PROVIDE ANY PDDITONAL REpUIPEp EpuIPMENi AT NO ADDITIONAL CO6i. SUBMIT IFIJ(TEST RESULTSTO OWNER S REPRESENTATIVE. ELECTRCAL SE LICE CONlECTIONSAND ALL OTHER ELECTRICAL WORK IS TO COMPLY WITH IRRIGATION HSnn pREssURE TEST: SIDEWALK/ PAVEMENT THE NATIONAL ELECTRICAL CODE AND ANY OTHER APPLICABLE ELECTRICAL CODES,LAWS PERFORM PRE%URE TEST ONEACH ZONEAT THE FlRST MIDLFST IRRIGATION HEPDS. AND REGUATroNS,COORDINATE ELECTRICAL6ERVICECONNECTONWIEHTLE ELECTRICAL HE MAMIMUMALLOINABIE PNESSIbtWWATION IS fOPERCENf PRWICERPERFORMELECTRICALSERVICECONNECTIONSBYAUCEN WELECTRICAN. T CONTROLLERGROL.wO I OHMSREVSTANCEMAXIMUM.v ATIDNTROM FIRWL ACCEPTANCE THE ELECTRICIAN SHOWING THE DATE OF TEST,CONTROLLER IOCAIlpWIOENTIFK:ATION AND TEST RECULTS. FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM WILL SE GIVEN ONLY AFTER THE FOLLOWING HASBEENCOMPLETEDANDAPPROVED:PLAN LAYOUT 19 SCHEMATIC FOR GRAPHIC CLARITY.MSTALL N PERVIOUS AREAS,EXCEPT T. SUBMITTAL AND ACCEPTANCEOFTHEGROUNMNG TESTRESULTS. O WHERE SLEEVING IS SHOWN. 2. SUEMTTTALANDACCEPTANCEOF THEMAINLINETEST. 181N MIN. S. 3. COMPLETION ANO Mf:Q+TANCE OF THE AS BUILT ORAW�NGB. PREPARE SSUILT PLANS AS THE WORK PROGRESSES.INDICATING THE ACTUAL LOCARON M. FNAL WALK THROUGH WIN THE OWNERS REPRESENTATVE AND CREATION O OF EQUIPMENT.KEEP THE AS—-PLAN SET ON SITE DURING CONSTRUCTION.SUBMIT 'RA R1NCH UST. FINAL ASBUILTTOTHEOWNER'9REPRE%NTARVE. 5. FROAIFUNCH LIST ITEMS HAVEB£EN CORRECTED ANDACCEPTED. ELECTRICAL CONDUIT W TRENCHING PND PIPE LUt CN: to LATERAL LINE S Q / z �WM.LJ 5PRAY HEAD5/R0T0R5 WITHIN 5HRU55 MAINLINE O qq NOTES: N xY'� 1.USE STEEL CONDUIT FOR ABOVE SLEEVES,TVP GRADE AND SCH 40 PVC J i CONDUIT FOR BELOW GRADE 2.PROVIDE PROPER GROUNDING 5LEEVING W,m r.Ma.NIM S�Wm M�� O �s COMPONENTS TO ACHIEVE tv L N WlpYw'Ie1WNTA M Iavi MuiW z GROUND RESISTANCE OF 1D CJ S`o OHMS OR LESS. WNMF , 1 2 2 O S IIWro WTWIPms�mFalMM 3'MIN, YI. ImW mMIIIL TWec 3 Fw m 4 3 4 5 M(IMI�Nxm.W mMMm) zrm IFIv IT Ix a) 6 p� Ol IRRIGATION CONTROLLER: D W p�� �immmN)iNo w M RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET SITE RAN WITH WALL MOUNT.INSTALL CONTROLLER AND CABINET 1 EAVE OF BUILDING SITE ERABLE:SUNMRDu ON WALL PER MANUFACTURER'S RECOMMENDATIONS. O A IS oaT:Ibov2I1T @JUNCTION BOX (DRAIN SENSOR:RAIN BIRD RSD-BEx Iecr uuleM HM.ImroF OWIRE TO IRRIGATION CONTROLLER O3 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY O4 PLASTIC TIE DOWN STRAP earn wIn ®POWER SUPPLY WIRE O6 MOUNTING BRACKET 05 2-INCH CONDUIT AND FITRNGS FOR STATION WIRES ©SECURE WIRE WITH CABLE 'mna IRRIGATION TIE BRACKET(1 OF 2) ©WIRES TO REMOTE CONTROL VALVES NDTESIDETAILS '�LNF`NO1Mw¢RTen NIIec CONTROLLER MOUNTING RAIN 5EN50R A55EM5LY VALVE A55EM5LY �IR-501 3 2 __ RIIII Ql�V769f1'�1 Y_A STANDARD DETAIL a. — STANDARD DETAIL STANDARD DETAIL ..., _ STANDARD DETAIL ,m,o„ =- STANDARD DETAIL r -_- STANDARD DETAIL c7rIL�EN INE@Rs _�. _g-_ ... ____- _ -- �� # �F'^"'F�3�iF@ h...ft"" .,S.F'J ..��3 u_.e,a,u�T E• �9fl"3 I • \�'� if; � ���ll� I I I�_,ftl;_I I s i E�_� 4�=� Tr'•,�"ra �m MOH - ..��` n I II ��� J V�LII I[�R�IDI ..<.,e till I,IpEQq hill � Ir�I LII Iris ' ;I .. R -- -_r_. I�- /7i wNt LU 4 ^l FIGURE rzEaIMINED JOM FIGURE VALVEµCOLIAR FlGURE nDNa 104 wA ER IN aVARAnDx 105 s nxDARD u Xn«Ds�ND 106 REOUIRENEX a aIXGL rt NG 109 121 Nnnunox nAwIER E � H _ STANDARD DETAIL r —= STANDARD DETAIL .� STANDARD DETAIL ,,,m -- STANDARD DETAIL e, '--- STANDARD DETAIL ,� -- - STANDARD DETAIL m ems_ r r _ o .off. qm _ ...»<...xa.wna...9..-.._. �......n.......ve-.�.._e a n F FlGURE I-- FlGURE WE MIA— FIGURE FlGURE FIGURE REST0PAn0N OF 0.DADwAYM FlGURE YALEEDRDrNL 123 anxGRNN 131 "E�a*."''I 141 cleEroXEAaNDDXED 142 FIU REN aA�xFI 180 NDIDU xun°"n IxaAunox 183 STANDARD DETAIL _= STANDARD DETAIL r ---- STANDARD DETAIL F 1 ay is O-I-�,. � ; mwcima vme pl,o w M Y FREu ex m. " axraAnox> �A� DDcuX Etara ® —,T uasi i-.r— SAMPLING POINT DETAIL FlGURE my �-FlGURE 235 �"'^' FlLLING�AN�RU�xING 205 ��^�°" 231 Xxx. ro CIVIL ENGINEERS PE', I,II,E -III I-I.L MHNI2T,-,,EUM,T'LE-U, I- II-I I", LEE,1..1. 111 1111 11 11 11,17�.11 III I ;99- PE.- 1 .11 V III 111171-1­I_. 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OR6766ED LAh -PE PLAN (mom LANDSCAPE PLAN wnbebr. _L- 200 4 3 2 1 as N.below LANDSCAPE CALCULATIONS PROPOSED SWSNATNE SYNAZCMAIROMANiRS,EYE SK2) SPu1su ECIION TOTAL REQUIRED PWVIDED p ♦ a+a+•r-w.rrgr Trees 61 31 54 Palma 6 4.5 9 y#y# �LBNhma �l �m�a 5hruba 1.o 2340 2453 PEPIMEiERR UMMKY MInkATIOH $. fiF42I5A0 LANDSCAPE fOR VU VUA PmPOT PEQUiPFO PROVD)FD per 4011Mark 1(I6P 26.5 22 _ E t<on us hedge - - SK nnw PmpW 4 9 2-M OP MIVUAIRMMRP WAIKM REQtNRFO I PRO W € t IPI t2l specaven r, IRI 2-of WA I XG g,06t 5,,242 TERMNK'SNO iNEEs f3 NEWIREn p-r nlmd) IMERMEDIATF � my Ih PENIMUW Na nh '' '/ TF W— "I Ca,1 rm LweebNrrl._vve.. PFNINSU]A510'wde tree Pr BI G[1 Vee IBI Catl hee mer.sa.ear fe,a to) alst,ndl m.,w141 (Q VUA.-II.gbullding 5buxer SDDsgn 384 mn• 4 m6aennr -urn DawAxrs l—TeArobmn—Ar1N a In NVOS _ IFl rnner vuA,reas M N. �'. SK PerNneM lwR.r Z)6-1Z0 6ManPeayukemenb REQIxR® PROVRDED / b 5'BuHer crowd r W iG5 2. Penmen uM.rn aM hMge SK Perimeter buxerb nsEgo REsm6xnu n/• M. - sK Z75.54p NamWAepn,Pse REWIRED PROVIDED Open sp aof fAl acen equlnd n/a 852 sgk �,,•�� q ,.'r�ris� - IRI lalrn vegeuted loox 1Dou V ShrubaMTree lea,than ltmeaM 3 Ins anO Q tQ Psgnnemam 30N lDzmw�z i>zhrgbz � W T IXumM - of arDa aautK umR.s 15 nveme,a R damn¢ IMesare —{ IDI Nw—tPrP. oHSHEETzmP I I _ Z Supkmental br GS J a IEI okmcl Na Na a � IEI x2&iD En4eMrM uawremelro Rmwm PROVIDED I O 2oM Pf N w� neht a IPI strpemre. f•pnae tow 4:w � '� 3,des _ _ 3 IEI EgWPment bnduPed Na N, /y 4 a3�y br every i' t: Y,1 fi;.f Iq SMm dgn wkN n/a Na _ O g o TINE MIIICMTNIN REMOVED REQUIIEO IRDy®FO TOTAL RVEP[ACEMFNTCAIAPY�ONDEDAW�.Erin&LEFT 4s HICATEOOgY,A rR Ism sDPT EwCHl.xmmDx n.PNm soot KEY wDx t-` \� TawINAI.I9LANO TNEEs n NtaulRev ver H�pny SITE DEVELOPMENT 2EA - s� — '.Ras Pas,HE:TEN E.4+DxAPE .,o,as m - - L.� - NYos t5sz.a D Pplm. i - - J . N n DEENERAae sDuarEgm A OSUE D4IE:OL012Z0 ,.P 1, mHAtCNtP br. XI BO Met PROPOSED LANDSCAPE AREAS DIAGRAM dflrA bSEo IAhE)SGI+E AREA NORTH L - 201 era qm a,n yitl1 SYNALOV]RIROMANII.SATF nla+r a.N MWLaw.RmlA C &EXISTING SOIL-MINOR MODIFICATION 3 %-3 AT NA°R IT AT I -f A PT•FMppfAAM]lA�PREN�nOE PdnNN 0 Q r Fi- 113[P°Sm,Aw MraaNG r4n�u T_ N�llf'C - RWiWt E.LiEw T¢ �wrc rxumc j}Kx}`j, O FAIL I MNn PEA n..nxrN. }��j'.J !NO CUPS Of srAarm oEfaL _le•_: amn'�'.� 4` P ..am mom„ ar+.a,ea.Wnw N.�Nmrw m.r 0 � PLAMi T PLWTING AT d�^^�°N`m werin P..�avx wvw X.Xw�a $o rune AnEXs. sNnue AnEAs. J GROUNDCOVER PALM TREE PLANTING fOi Nwr u,� SET�O°LfYtt LRONM NArER H AT SnRUn. flAir $UNROUM1 k NO IWAEN aELL SnFO CRAOE. Y irby.e..d..r..rwe.u.a. .� AREA _ 1,2. % AaxOlrrE snx sko rA it T `t''N" €9 �I -i:F n°EwreE0w 7 . eACXNtL h OOln4l -I .. m AT ]GALLON .[ ww El.iI,NNOP 48•AA,w—x P­t 1ABL£i5 AS NOTEO AT- wrt. ]l AT p�bLb — �� A ]NOl6 r rt[er. PLANT PIT DETAIL NARNE SpE tuX +j •,R, � urc� I X RCOTRNL RRNIY('°MPACIED. 1- ;W. ITAi I cAuoN PUNTNG DETAILS SRA,A IS wlAu § �1 ROOT BARRIER TREE PLANTING �1 SHRUB PLANTING 4 I TREE STAKING-LODGE POLES(3) _ 2 1 L• 300 PROPOSED NEW CHANNEL LETTER SIGN( 28"X 103"=21 SQ FT) ( 24" X102"=17SQFT ) 103.0 102.0" o o6 cra uzz' N 4 N 25 HappyS�-238rAiSA�2688 Customer. HrAVyStg kJSA-mn 338 N 10'"S,PA19107 ctix 267-233.0006