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Home My WebLink About2002 11 11 Regular A Final Subdivision/Engineering Plans for Wagner's Curve COMMISSION AGENDA ITEM A Consent Information Public Hearing Regular X November 11.2002 Meeting MGR.fJ---. /Dept. ~ REQUEST: The Community Development Department requests the City Commission approve a variance from the City's storm-water management criteria and final subdivision/engineering plans for Wagner's Curve. PURPOSE: The purpose of this agenda item is to present to the Commission, the staff recommendation regarding (1) a variance from the storm-water management criteria set forth in Section 9-241 of the City Code and (2) the proposed final subdivision/engineering plans for Wagner's Curve, featuring 158 townhouse units and a 1.6-acre commercial site on a total of 16.11 acres. A separate site plan, both preliminary and final, must be submitted and receive all necessary approval for the commercial site before construction may commence. APPLICABLE CITY CODES: Chapter 5. Arbor Ordinance. Section 9-5. Variances. Section 9-72. Processing of final plans. Section 9-73. Form and contents of final development plan. Section 9-74. Action on final development plan; expiration of approval. Section 9-102. Entire tract to be used; land-locked areas prohibited. Section 9-103. Public sites and open spaces, exception. Section 9-147. Minimum right-of-way and paving width. 1 November 11,2002 Regular Item A Page 2 Section 9-157. Private streets. Section 9-241. Stormwater management. Section 20-234. Conditional Uses [for the C-l zoning district]. Section 20-463. Applicability to new development overlay district. Section 20-465. Setbacks. Section 20-468. Landscaping. Development Agreement (please see attached) CHRONOLOGY: July 9,2001 City Commission approved Conditional Use to allow multi-family dwellings in the C-I zoning district January 9,2002 Conditional Use expired February 11, 2002 City Commission approved Development Agreement March 5, 2002 Applicant submitted preliminary subdivision application package March 8, 2002 City Attorney wrote letter opining that conditional use for multi-family development does not need to be re-instated, due to approval of the binding Development Agreement April 3, 2002 Planning and Zoning Board recommended approval of preliminary subdivision/engineering plan April 22, 2002 City Commission approved preliminary subdivisiOn/engineering plan October 23,2002 Board of Adjustment recommended approval of variance from City's Section 9-241 storm-water management requirements FINDINGS: 1. Although the site is within the C-l zoning district and the SR 434 New Development Overlay District, the Development Agreement (approved February 11,2002) provides for 2 November 11,2002 Regular Item A Page 3 certain variations from the regulations associated with these zoning districts. These variations include, but are not necessarily limited to, the following: a. internal road right-of-way (ROW) width is proposed for as narrow as 24 feet - the Code (Sec. 9 - 147 ) requires at least a 50-foot wide ROW; b. the internal roadway includes pavers, which are inconsistent with the City Code, but are consistent with the Town Center theme and have been used elsewhere throughout the City; and c. building setbacks and landscaping are inconsistent with the SR 434 New Development Overlay District, but have been meticulously negotiated with the City's Town Center consultant, Victor Dover, to promote the desired Town Center theme. 2. The proposed variance and final subdivision/engineering plan are consistent with the Comprehensive Plan and, except as provided for with the development agreement and the variance request, are consistent with the Code of Ordinances. 3. The final subdivision/engineering plans are substantially consistent with the approved preliminary plans approved by the City Commission on April 22, 2002. 4. The Wagner's Curve Town-house development must provide the City $5,214.00 in lieu of providing land for recreation and open space. BOARD OF ADJUSTMENT ACTION: At its meeting of October 23,2002, the Board of Adjustment voted to recommend approval of a variance from the storm-water management requirements of Section 9-241 for Wagner's Curve. RECOMMENDATION: The Board of Adjustment and Staff recommend approval the requested variance from the storm-water management requirements of Section 9-241. Staff recommends of the Wagner's Curve final subdivision/engineering plans. ATTACHMENTS: A. Development Agreement B. April 22, 2002, City Commission minutes C. Draft Board of Adjustment minutes D. Parks and Recreation 6/3/02 Memo assessing fee E. Final Subdivision Plan (please see attached) F. BOA staff report CITY COMMISSION ACTION: 3 Received: 5/23/02 10:34; 407 645 1 AA.... _.,."c~D.~~ILITAN TITLE & GUARANTY; Page 6 FAX~ ATTACHMENT A -- [aJ 006 OS/23/0210:34 ~ P--"' bot oM 1hIur/I \0( Art""",.. ~ CI\' AIIarMr _. w.d,lIeIIINIt& W_. P./Io. 225E. _ BII1III, _lIIIO P.O. .. 21173 QIpIrt.FL~ 1.....................1. ~IIIE IlIIlIE.. a.uc IF CUDllT CDlIlT tISI11IIU aum UK 043SB DO 1310 CLEAK'9 . 20028SOCio03 .-11 O'A/II2f211lO11011l10J III RliDlIII.. ,,"ED 1'1.. tIXIlfIIIO 'V I. -"1'. ..."... LQ. ..... ..~" <<JOft..,!C ~-GDlllHI:ZDO B(NDI~C:; DE\laOPMENT ~EMENT THIS BINDING DEVELOPMENT AGREeMENT (herein referred ID 88 lh8 "Pevvlopment Agruemont"'). made BJ1d executed thlll II ~ day of ~c.. ~ . 2002. by end between the CITV OF WINTER SPRINGS. a Florida rroniclpal OIXJ)Oralion (herein referred to as the "City"), whose eddre:ss 1:5 1128 Ealll State Road 434, WInter Springe, ROOda, 32708, and SPRINGS LAND INVESTMENTS, L TO.. a FIorlda Iimik!d partnership (herein referred to as "Springatl). whose addr88B is cia Sunbelt 1nv8slonI Group, 175 lookoul Piece. Suite 201. MBiUBnd, Rorida. 32751. and .JESSUP SHORES UMITED PARTNERSHIP, 1lI Florida limited partner$lip (harein referred to as "Jeaup"). whose address is c/o Sunbe/t InveslDra Group. 176 Lookout Place, Suite 201, Maitland, Florida, 32751, and CENTEX HOMES, a Nel/ada general puttn8rship (herein referred to aa "Centex"), whose 9ddrus is 385 Douglas Avenue. Suite 2000, A1tamants Springs. Florida, 32714. WITNESSETH: WHEREAS, Springs and Jessup jointly gwf'\ certain real property in IhB City of Winter Springs. Aorida. deGctibed In ExhlbltUA" attached hereto and incorporated harein 1 Description: SemiDo~e,YL Document-Book.Page 4358.~3~O page: ~ of 40 Order: Netropo~ita.D Tit~e Comment: OS/23/02 10:35 FAX 407 645 1884 LAND AJlERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 7 IaJ 007 Received: 5/23/02 10:34; by reference (herein rafarred 10 alllhe "SubJect Property"); and' WHEREAS, the SUbJIlc:t Propar1y I. currently within an 8r98 de8ignated aa .C-1 Neighborhood Cornmercl.' DI.trtct'" according \0 the zoning cleeelfication record. of the CIlY;Bnd WHEREAS, Cantex hlr.l8ntared into II contrllCt 10 purch818 a portion of the Subject Property from Spring. Bnd Jeesup ror development sa an ell8ched mulUfemily townhome relJidenli81 community, d08crlbed In &hl"'t OIL" attached henllo and incarporlllBd hersln by reference (h81'81n rBfelT8d to n thB "Resld.nU.1 Pl'Dperty"), aub,Ject to obtainIng an approprialo conditional use approvel, vsriance or rezoning oUhe Rellclen\181 Property from tho City; and WHEREAS, tho townhoma unite will be otfored fot 81lle 10 the publiC; end WHEREAS, Springs Bnd J8eaup deBire to rBlain the right to develop lhlt portion of the Subject Property nol BOld to Cento dBlCI'lbed In Exhibit "MOl all8ched herelo end Incorporaled herein by rarerence (herein referred to a8 the "Commetd.l Praperty") for commercial PUrpoBD8; 811d WHEREA8, development of tha Rea/denlial Property Bnd Commercial Propertywill require conlllruction of B common entranc;e road for vGhiallar aCC811 to Slate Road 434 to be shared by the resident, of the Re8idenlial Property end the occupanl. of the Commercial Property, and by the gU9Bt8 and Inviteea of such OwnSfII and occupants describsd in EJchlblt..,... elt8Chsd hereto end incorporated hurein by referenco (herein referred to Bsthe "Pm.. Enlty Street'.). Bnd alandsC8p8C1and improved arsa adjacent 2 D~ser1pt1oD: Sem1Dole,PM DoeumeDt-Book-page 43S8.~3~0 ;age: 2 of 40 Order: Metropolitan r~tle CQIlIIIIenl:: C"Yl JD'" r- Ii il .1 - w - - OS/23/02 10:35 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page B IaI 008 Received: 5/23/02 10:34; to the Privet. Entry 8troot de8crlbed in &hlblt "OM all ached hereto and incorporated herein by referenea (herein n,ferred '0 98 tho "Entry Fe8tura Prap-.1y'"); Bnd WHEREA8, spring a Gnd Je,sup Bnd Centex are wimng to develop ttle Subject Proporty undor lie currenl .C.1" zoning c1alliflcatlon In exchange for the covel'ltlnte of lhe City heroin lIet ror1h; end WHEMEA8, tho City Commlesion hlU recommended .,tllring Inlo a Binding Development Agreement with Springs and Jes8up and Cernex for development of !he Subject Property; end WHEREAS, In addition to Springs', J88SUp'S and Cenlex"s complience wllh all Clly Code I, permilllng, Bnd contlhucllon not in conflld herBin, the City, Springe, Je88up, and Cenlrex del Ire to SOl rotlh the following epeclal lorme Bnd conditione; end WHEREAa, the Clly Commlllllon of 'he City of Wlnt.r Springs finds that thla Agreement Is conaiatent with the City's Comprehenalve Plsn Bnd IIIl'1CI development regulallona ertd Ie a leg Illative eel or the City Commiuion of the City 0' Winter SprlnlJll: and WHEREAS, the elly Commllllion further finds thaI thll Agr8em8fll promotes tho public heelth, lefely, and W8rrare and Is conalstenl with, and en oX8lclse of. the CIty's powers under Ihe MunIcipal HornB Rule P0W91'll Act, al provided in e. 2(b), Article VIII of the FlorId. Conllltullon and Chapter 166.021. Florida Statutes, end the City'. police PDW8(11. NOW THEREFORE. In CDnBideretion of the mutuel CO\/onanla and mutual benBfila 3 Descrj~C1oD= Sem1Dole,~ Documeac-Book.page 435B.~3~O gage: 3 or 40 Order: Metropolitan Title C'ammE!Z1t: C'" :II'" ;J;; ~~ ~I .1 w .. I\l OS/23/02 10:35 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 9 laJ 009 Received: 5/23/02 10:34; herein contelned, Ihe peltle. .grlHl SII 'ollawa: 1. B~II.IL The 'oregolng recitals lire hereby IncorporMed herein by this reference. 2. Authority. This Development AgI'BBm8rll .. entered Into pureuent to the Florid.. Municipal Hom.. Rule Powers Act, and !he Code of Ordinance. or the City 0' WInter Sprtng.. 3. RIDrnentatlrm. of Cent..... 8ortn_ nd JIIUUO. Centex, Spring. and Je..up hereby repreaenl end warral't 10 Clly thai Centex. Spri. end Jelaup hove the power and authority to bind the Subject Property and eJCaCUte, denver end petfof'" the IBrlTlII and provision. d Ihl. Development AgJ'88menl, have... equUabla or legal rnlerest In Iha tille to tho SLmject Property, snd hove taken 811 nBC8111111)' &etion to eulhorlze the exewtion, delivery and perform8nce of IhllI Development Agreement. 4. Town Center ZonIQJI. Provided thai the terml and conditione 01 this Development Agreemllnl oru aaliafied by Spring II. Jenup .,d CBnlex, 01' !heIr reepeclJve IIUCC88Bor& in lille. the City ahsll not rezone the Subjllcl Propeny, or any part thereor. Into the Town Cenler Zoning District (herein referred 10 lIB "Town CtIntW'). ue long e8lhle D8Y8Iopment AgreemenlehBII remeln In effect. unl8$li &he pBrtles ogr&8 to InlUale the r&ZOnlng 10 Tawn center. To the 8lllent lh8t the City Commi88lon determlnee, at Ita res.enable diecreUon, there I. a specific end direct conflict between the tarm. Bnd condllion. or thi. Development AgrHmenl and the prOvision. r:A the Code of Ordinance. of the City of Winter Springs. the parties agree lhallhe proviSions of Ihill Development Agreement shell contral 811 Ir approved by the Clly Conmlasion as a logialalive let. 4 Descr~pc1oDz Sem1Do~e,FL Document-Sook.gage 4358.1310 page: 4 or 40 Order: "et:ro'po~itlUl Tit~e Comme.Dt: li:~ I~ 01 i~ II - ~ - ~ OS/23/02 10:35 FAX 407 645 1884 LAND AMERICA2 407 645 1 BB4 - > METROPOLITAN roll LI::. &. uUAHAN I ( ; l>clye.1 U ~010 Received: 5/23/02 10:35; Moreover, 'he City acknowledge. Ihat the \.IndlWlylng land uee deelgnalion for the SubJee'l Property 18 "Mixed UIIS". end Ihe City agree. nat 10 InlUale, apanaor or sUPpOrt BnY ettompt 10 chBnge the underlying lend U8e da81gnsUon .. long !III this Development Agr_ment lIhall ntmaln In effed, unlse. the partle8 egre8 to InlUeta the chenge of I.nd u.. de,Ignolion. 6. R..ldentJel Property ConddonL The pllrtlel covenant IInd agre81hat lhe Relldenllal Proparty ah811 be developed In eccotdllnca wUh the pia,. and llpeclflcallan. identlned 118 Wagner's Curvo MIxed UIIQ Development, deled 10101, (herein rererred to al Ihe "Tawnhome Plene") ellached hereto a8 EJdIlbll "BIO end Incorporated her.ln by reference, and Ihe Reeldenllal Developmenl 8tandBrdl (he....l" r8f8rrecl 10 811 the"Townhome Standard.") BltachBd herelo.. EJdIlbtt "CO' and Incorporated herein by relerenca. A1J UIIad In Ihls Development Agreemenl. llInd In the TowmomB Plene and Townhome 81andsrda, lhe terml 'Townhome Unll' or 'Unll' mean an individual townhoun dwelling Inlended for OCCUp9l'lcy by 0 81ngle family ."d etlached by a p8l1y wall to anoIher Townhome Unit, BrId Ihe termtll 'Townho",& Building' or 'Building' mean a atNdure conal.Ung or two or more Townhome Unlta aUach9d by party weill \.Inder 8 common roof. 1he developer or the Realdential Property shall have the rfght to amend the Townhom8 Plana end/or Townhoma Standards provtdBd that any such amendment ahall be fir" approved by lhe Clly. Minor changetllthat do not mal8tislly modify the location or foolprlnt of any building may be deemDc:l non-materllll by the City, and may be approved by City Maneger. All malerillll rnodlncatlona of the Townhome Pllln1l8nd1orTawnhame Standards aha/I be aubJec:t to review and Bpprovel of the elly Commission, Bnc:I, allhe option gf lhe 5 DescrJpcioD: SemiDo~eIPL DOCDmSDt-Sook.page 4358.1310 Page: 5 or 40 Order: NstropolitazJ Tit18 commeDt: c"" i~ ~~ :1 - w - .. OS/23/02 10:35 FAX 407 645 1884 LAND AMERICA2 407 645 1664 -> METROPOLITAN TITLE & GUAHANIY; ~aye 11 ~011 Received: 5/23/02 10:35; City I mllY be memorialized by en amendmenl to thle Development Agreement 6. Ph.B,d TownhQm. ean,truc\lVO. Cily end Cenlex agree that the Townhome Bulldlngll ehall be cor1l1lruded in lhe numerical 118quen08 88t forth In lhe Townhome Pl1If18 'attaChed hBl'elO 8S EJd1iblt "8: 7. Commerclll ProoertvCondltlon.. The pertleeCOVlln8ntand sgreethaUhe Commercial Property .....811 bit developed in accordance wllh Commercllll O...,eJopmant St8nd8rde (herOin rsf..-red to 8ll th8 "Cammerw:Ja. StUnlard.") attached harelo 80 ExhllJll "0" and InCClrporaled herein by reference. The developer of the COmmercial Property .hllll hliMllha right to amend the Commetelsl Standsrd8 pmvlded that any luc:h 81Ilendmenl.hell be IIIl1l approved by thu Clly. Minor thllflge8 lhat do not mlllerleUy modify the location or footprl~t of MY butldlng may b8 d88l11lld non-malerlel by \he City, and mey be approved by lhe CIty MlII1sger. All meterlal modIficalione of the Commercial Sl8ncflTd. shell be BUbjecl. to review enclllpproval of the Clly Commiellon, and. at \he option or lhe Clly, Ihllll be memorialized by an amandln.nllo thl. Developmenl Agreement 8. PrlYalel!!nlrY strut. The pattiea covenanlend agree lhallhe PrivBle Entry Slr8ulllhell be developed In accordance with the pllln. end llpec;lncatlonl approved by the City. Centex, Springs and JBHUp agree thet /he Privela Enlry Sinisi Plentllhell be eubmllled to the City for approvel wilhln nlnely (90) dll)'. or \he lIffeellvu dale at He OeVBIopmBnt AgreemenL The Private Entry Slreel BhlIII be designed BlI 8 InIdlllonallown conler IIl1uel, IIhlllllnclude town cunter src:hiledural Je&turea which ant BCC8ptBble 10 lhe Cll)'. and ahall ba designed S1.Ibatenl1elly elmller to that depicted on EJlhibil "E." The Private En\Jy Slrest 8hall be pl8tted alang with either lh8 Raaldentlel Property or the 6 Description: Seminole,YL DocumeDt-Boo~.Page 43S8.~3~O Page: 6 o~ 40 Order: Met:ropo~.ttan T.tt.le COfIIIIIe.nt: !il;!l &; ~I -DI II 0- W - III Received: 5/23/02 10:35; OS/23/02 10:35 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 12 IaI 012 / Commelclal Property, whichever shall be platted 'IreL Conslructlon of the Improvemenls depicted on the Prlvale Enlry Slreet Plana ehull heve been c:ompleled prior to lhe I..uenee of. Cenlncale of Occupancy for tho mod..I TGWnhome Unlle or for lhe me conmercllll bulldfng cor1l1lructed on the Commercfal Ploperty, whlchevel occur. filiI. Cunlex, $prlt'lgl and Jeeeup. oltherr .ucceeaore In Inler811, Jointly, ehell have the right '0 amend \he Pl1vata Entry 511881 Plene provided Ihst8ny such amendmenl shall be nret approved by !he cny. Minor changes thaI do not malarlally modify the 10C8l1on Of foolprinl of eny Improvement may be deemed non-malerJel by the Clly,llI1d may be approved by the Clly Meneger. All materIal modlflcallons ollhe Prtvsle Enlry Btreet Plene shall be lubject 10 review and approval of the City Commleslon, and, 8lthe option of the City, 8ha1l be memorlsllzed by an amendment 10 thle DevelopmentAgntemenl. lh- Clly adcnowIedglla lhat the Private Entry Sl1'ee1 may have lIediont peved w11h elabillud brick paver. r8lher lhen concrele Of eaphall paving. 9. Entrv F..au,. Property. lhe panles covenant and agree thatlhe Entry Feature Property shllll be developed In accordance w1lh the plM. and 8peclnceUon5 approved by lhe City. Ceniex, Spring. and J881Up egRIo that the Private EnIty Plene ahall be 8ubmluecllo the City for approval within ninety (90) days or lhe effective dele of this Development Agr88menL The PrIvate Entry Feature Mall be designed wUh enhanced plenllnga and al a lradiUonal town cenler erthltectur81 feahn whld11h8l1 create 4 long lullng 8I8lemenllO the public. The Prtvate Entry Fealure Ptnperty .hall ba dee\grled eubetentlally eimilor 10 that depleted on exhibit "F." In addition, tha Private Entry Plans shan InclUde an omamenlaJ picket rence or other oMamental hardacape feature Glong the 7 D8seriptio~: Seminol~,PL Document-Sook.page 4358_1310 page: 7 of 40 Order: Metrcpc~itoU1 T.tr:~e Corame.at: c.... 1ID- ~r;; o~ i~ I~ - 101 - lrl OS/23/02 10:36 FAX 407 645 1884 LAND AMERICA2 407 645 1BB4 -> METROPOLITAN TITLE & GUARANTY; Page 13 ~013 Received: 5/23/02 10:35; .' entry dri". from the gBZ8bo to the gated 8t'1trance. Conllructlon of the improvement. depleted an the Private Entty Plana .hall havlI beon compl81ed prior to the IllIUlI1108 of B Certificate of OOCupgncy fcx.the model Townhome UnIte orfor the nlllt commercial buildIng eon'tructed on the Commercial Property, whichever Occurl first C8flle., Springe and Jeaeup, or lhelr lIucceseor. in Inlereat, jointly, shall heve the right to amend the Prlvatlll Enlry Planll provided that any euch amendment shall be f1rBlBpploved by the elly. Minor changellhet do not materlally modify the Ioc:ellon orfoOlptlnt of any Improvement may be deemed non-m8lerlal by the City, end may be approvDd by 'hI City MMager. All mllterial modlflcallonlJ of the Prlvete Entry Plan. ahlll be aubJect 10 review and approval of thlil City Commission, and, at the option of the City, may be memorialized by an amendmanl to lhi. Development Agreement. The Enlry Feature Properly shall be eub/oct 10 the right reserved to !he Raaidenli81 Property 10 erect and maintain align ne.r !he Interaectlon of the Private Entry Slreel and S. R. 434, visible from S.R. 434, bearing lhe nllm8 of the Townhorne project. My such algn ehall comply With Micle VI, Section 20-470, S. R. <434 CorrIdor VIsion Phm RegulaUone of the Winter Sprlngl Lend Development Code, and may be 8 permanenl structure Including monumenl8Uon, I BndacaplllQ, irTtgallon and lighting, provided lh81ssld IIgn shall be delllgned in such B manner as to be conelatent with Town Center dealgn 81enderds lei forth In the TOWI'l Center Dilltrict Code. Any such sign and associated Improvemenla ahall be maintained at the sol8 expen8e 01 the property DlmBrB ouoci81ion of Ihe Reeidentlal Propeny. 10. Trame 81anel. The parties ad<nowledge lhel Ii Ir8fflc signal Is being 8 Doscr~ptiOD: Saminole,FL Do=ument-Book.Page 4358.1310 Page: 8 of 40 Order: Hstro;ol.Lta.a %'.1t~e Comment: c1l :0- ~J;i ;~ &1 i~ - l..t - ... LAND AMERICA2 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 14 IaJ 014 Received: 5/23/02 10:35; OS/23/02 10:36 FAX 407 645 1884 designed enel permllted at lhe Intersectlon of lhe Private Entry Street and S.R. 434 by 8em~ole County wllh lhe Inpul and alllatence of \he CIty, end the ~8mlnol8 County School Board. The trame IIghtlshlllll be in81alJed lJt no GJlp8n.Gto Centex or Springs and JBIBUp. 11. ColYlDttance wIth CI~ T,.. ardlnllnee. Development of lhe SuCject Propeny shall be 8\lbject ID compliance w11h the Clly'S Arbor Ordinenc8.lIslI8l forth in the City Code, ae amended, Bnd subject to the Tree Replacement Guldellnee set for1h 'n thIs &eClion. 11.1 Tnt. A.otacemant GuldellntMl. a. The following worde ,hall have \he lTI9anin9 eWib&d below unl8.. the conlext dBarty 'ndlcate, O1h8IWIsa: (1) Arbor Ordinflllce. City Arbor Ordinance ehall mean Chapter 5 of \he City COdB of Ordlnencea oth8l"Ni8e known 9S tho Cily A1tIor Ordinance. (2) Preferred Plant UIL Preferred Plant Lietehell mesn thalli81 of plant mBlerials end ct)rresponding Tree Replecement Credlle showrt in exhibit .~ of thle agreemenl. In addition, the DO Blanchard MIQ'lOli8, MagnoliA Grandiflua, 81 the 65 9"lIon size will be amsidered B preferred plllnt at a replBCement credit ral.Io of 5:1. (3) TrBB Rsplac:l8mantA888l1l1l11enl Tree Replacemem All858ment &hell meen ltle total BmaLlnt of monetary compensation o_d to the City of Winter Springa 88 provided in the Arbor OrdinancG for the 9 Description: Semino~elPL Document-Book.Page 4358.~310 pager 9 of 40 oJ:der: Heero,pol.tean r.ttle CQllllllent: 0"11 >>- i; o ~8 il - .., - ~ 407 645 1664 - > METROPOLITAN TITLE & GUARANTY; Page'l b III 015 Received: 5/23/02 10:36; OS/23/02 10:36 FAX 407 645 1884 LAND AMERICA2 replacement of treel cut, de.lrayed, ar removed from.. properly in the elly 81 8 rG1U11 of development or redevelopmenL (4) Tr98 Roplacement Credit. Tree Replacement CredltBhall be equal to one-hundred ($100.00) dolll.,1I8nl1 no cenl.ln lrH raplac:ament value. b. In canBlderaUon of Imea.which ehall be cut, removed at d8llroyed from !he ReBidenllal Property and Commercl8l Property by Springe, Jeuup, BI1d CenteIC or their 8glnlll, Sprlngll, JelluP. and CenlDx, JolnUy, thall rBpl8C8 (rae. or mone18rily campenBale lhB elly ..8 provided In thII Arbor Ordlnenc8 according to the Tre. Replacement AII.llment .llebllahed by the City. c. Springe. J88SUp, snd Cenlll( may deduct from 1helr Tree Replacement Alleealment, Tree R.placement Credi18 based on tI"lB number of replecemert creditl al pro"lded In the Preferred PI8tlt Malerial UBt provided that: d. (1) All plant materlalll arB Florida GradBII end Standard Ona (1) or beU8f'; (2) All plant materiall .e propsrly Inalalllld: end (3) Thll 18ndsc8pll plan far !he proposld de"elopmenlto which !he c:t'8dit8 8fB ID be applied I' prepared by a landscape 8t'ChItect IIC11f1s8d by the Stale of FlorIclD. In addlllon, the following requlrementa shall apply: (1) For BV8ry lrell ramoved (greBter than 14 Inch caliper), one replacement lr88 'hall be plBTlted. The repleeemenllt8e shall be a 10 Description: SemiDole,PL Document-Book.page 4358.1310 ~age: 10 oL 40 Order: Metropolitan Title Comme.Dt: a"" :Il- ~:;; 0= il I~ ... c.. - '" OS/23/02 10:36 FAX 407 645 1884 LAND AMERICA~ 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 16 ~016 Received: 5/23/02 10:36; ,> mInimum of 2'''' Inch caliper container grown (30 gellon8). (2) Wllh rellpBCt to Ihe den..e pine tree.. 'Af1lch were apperenlly planted for ellvlculture PlXPD8e. In the mlddl. of the Reeldentlal Propeny. the.e pine trees Ihell be removed and replaced In ec:cordance wllh the nBlural growth petllWnl localed el.&whare on the RBlIldtnUel Propany. In other worde, lhe number of replllCement trwa ahall be determined usIng the average denllty (J.e., ~mber) of tr... per ac:t8 localed on the Residential Property. exc/udlrlg !he erN where the den,e pine Ireel era located In Ihe middle of the R8111denUel Property. (3) The ejze and ,peele. of the exllting tteee that .r. removed 'hall not be conaldered In determining Ihe required replecement tree. unllle a particular e)llltlng tree Ie exempt from this requirament pureuenllO the City's Arbor Ordlrwnce (s.g.. epBCIrnen Ire e). 12. FencIng. Fencing along S.R. 434 and thu welllem boundary of ths Residential Property ,hell be ,e&-through decorallve sJumtnum materiel with brick columnll and certified to meet all code requinJmBnll. The dlellnca between btIckc:olumna .hall be reseonably aCC8pl8blelo lhe City. Said fencing along the welltem boundary 8h811 extend alleaet to the IIOIJIh end of Townhome 9~lIding .,3 from S.R. 434 0(" untlllt 'S no longer vielble from $.R. 434. from the Gael end weal motor vehicle 8pproechaa, ~ In no caae beyond lhu aouth end of Townhome Building .14. The fencing end \he IlIOdllcaping rnlahld to the fanclng. along with Ihslltreelecoplng along S.R. 434. shall be constructed 11 Descr!pt1on: Seminole,PL Document-Bock.page 4358.1310 Page: 11 of 40 Order: Hstropolitazl 'ritls CDIIIIIISZlt: ePI ,.,... ;J;; ~; ml Iw - ~ o OS/23/02 10:36 FAX 407 645 1884 .LAND AME~_. 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 17 ~017 Received: 5/23/02 10:36; In conJunction with thu Private Entry Street snd Entry Fealure. The City reserve. the right 10 withhold the iBIIU8l'lC8 of any eertjfgle of Occupancy upon /he CltYI del8rmlnlltlon &hat the aforesaid II not baing timely conltruc\ed BI requIred h8reunder. '3. PI,"' AppJ/cablll CondlllOblt. The element. ufthe improvvrnentw depicted in the TownhDfTl8 Plenll end the Commercial Stand8rde wJII govern extlttor IIppearance end plucemenl, InCluding wlthoUI IImlt8l1on. architectural 8lumen", common eroe Improvements, parking 8rUB8, private &treets, Private Entry Street, Private Enlly F88b.1r8, and 8elb8ck IIn88. The parties Bcknowlodge IhBt In addlllon to complying wfth \he epproved Townhome Piano and/or Commercial Standard.. 88 the case mey be, tsgarding exterior appearance and placement, ell atructl.na and Improvementa c::onltructlld or inBlBlIl!ld on the Subject Property Bhall be subject \0 compliance with B1ppllcable building C::Ode8, end nolhlng in thil Developmenl Agr8umenl or in lhe Townhome Plane or Commercia! Slandards ahaJl be deemed to 81l8r sny applicable building code. 14. Prtvatl! 8101u" w/thln Q"lJIllfltllil Prooel1)f: GBlH. ~ deplcled 11'\ the Townhome Plans, the City agree. thai \he Ilreels snd driveways within the Realdenllal Propurly will be privat81y owned and maintained by the property ownenl BB.ocIst1on created for the Realdenllal Property, and that 1ICCI888 will be controlled by electrically operated galea. The galee shall be located 1M deplded In the Townhome Plane, and the prlvete atreetlll lIIhall connect to the Prlwle Entry Street at thB boundary betweon Ih9 ReeldenUal Property and the Private Entry SIreet. The portion of the priV818 streB" betwe8r1 the gates end the PrI'Iste Entry Slreet shall be maIntained exclualvely by the property ownel'8 eeeoclallcn for the Residential Property, ana the City shall have no 12 Description: SemiDo~e,'L Documsut-Book.page 435'_1310 Page: 1A of 40 Order: Hflf;ropo~it4n Title COlDllleDt: 0'\'1 :u... II;; o~ i~ I Iw - lcl - OS/23/02 10: 37 FAX 407 645 1884 __ LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 18 ~018 Received: 5/23/02 10:36; obllgalion to pravld9 malntener\Cl8 ror any portion of such prl\l818 atreotl. The Gleclrlc gill.. shsl! be filled wIth de\l1C8e allowlng lnmlldllll. enLry 8I1d exit of emergllrJCy, "... and/or police vehIcle. IU1d pel8onnel, Bt well D' U. S. POllal Sentlce p.rtomel end v8hJcI8I, end City '.Nlce pereamel snd vehicles. The engineer of record tthsll provide B Bigned and lealed e'tlmele of the COlli d annual malntllrlll11ce .. well .. Ihe tollt 10 reaurfllC8 I". road. the property awnera ...Oel8Uon. or their euccellOf'lln .nt...t. ahall ca\l1l8 8 FlorIda licensed Certtfled PublIC Accounlan'lo ennually C8rtlly to 'he City that sdequale fundll are beIng eel/acted from tha ownera to m8eC the rutwe value ot thou engineer's eatlmal.o.. 16. ADarea.ted DeVIIIDIMnMIL For developmenl putpOll8', lhe R"./denlllll Propeny and Commen:iel Property Ihall be aggreOllled all one 'Ingle development under the lerm8 .,d conditions of this Developmont Agreementllnd the CIty Cod8. However, It Is under8l00d by ell pBrtI.. \helthe Commerclel Property .,d Reeldentlal Property may be developed by BBparate enllliDa. 'f aaid properties B1'8 developed by aepat'Qte entiliel, 8 defaull undar this Agreemenl by one entity ehell not constitute a default by the other entily. unless the default Involves 8 Jolllt obI/gallon 0' Ihe entllles under tho to""' end condltionll of Ihle Agreemenl '" which C8ee. 8 default by Dne entity shall conslllute 8 default by the other enUly. 16. P~"Ulna: Developer--tainted Rlaht to TllrmlnUl. Upon the 8Iflldive date of this Development Agreement, Sprlng., Jeasup, end Cenlu mell promplly Submit end prosecute W/lh the elly an application for development approval conslslent with \he lennll and conditJon8 of thIs Agreel1lElOL The applicatIon ah811 be prolecuted In good faith and 13 Descripc10nr seminole,~ Document-Book.page 4358.13l0 page: 13 of 40 O%"de%": .veero'po~it:aD Tit:le COlIIIIJe.at:: 01'1 i~ o~ ii .1 - ~ OS/23/02 10:37 FAX 407 645 1884 LAND AMERICA2 407 645 1664 -> METROPOLITAN TITL~ & UUAHANIY; ~age 1W ~019 Received: 5/23/02 10:36; -..---' lIhall be lIubjeCllo the City Commlellon'. epproval. Springe, Jeuup, and Centex. JalnUy, thall heve the right to terminate ltlJII Agreement untIl ouch Ume nn81 englne.lng and ~lructJon planll..,.. epproved by the CIIy Commlaalon, at which lime Spring.' Jallup'B, IInd CantuII rlghl to tannins I. thl, Agreement shell eJq)lllt. 17. OavIl'QJDlnt Jlervlca. The City Ihell provide police, fire, emergency end garbage collection aetvlcea 10 the tealdenla of the Resldenllal Properly, end, provided that the Re.ldenllal Property II developed In accordance with Ihle Development Agreement, garbage Collection shall be provided on a un/t.by-unit baal. campareblD ta 1Iuc;h aervlce8 provldlld by the Clly ID rellidllOta of .lngle-femlly detached homes. The CItYI pereonnel, c::onlNlctorl. vandere end luppllerl Ihell h8llB unrestricted acc.elllll to the RellJdenllel Property for the perlDmlllnce of their dullell, and the RSllld8ntlal Property nil be subject 10 en 88lement for SCC8.e over and upon thB private streets and common 8real of the Reeldentiel Property far the banan! of pollca, fire, emergency end utility pereonnel. e. well al the Uniled StOIOI pOllIa' Service and commercial delivery seMcea. 18. BUCC:HQIJ IfKI Aaelanl, This Development Agreement ehsllllulomsllcally be binding upon and shall Inure to the bene'lt of the eUCC881Dr1 .,d alllgne at oach of the partie.. 19. ADOllcllble Law. Thll Development Agreement ehall be governed by end construed in 8ccordance with Ihe law. of the Stale of Florida. 20. HDlMawnlr'. Auoct.don D~u~pta: Jhlrd PartY BeneficiarY. Cenlex, Springe, and Jell.up agrae thet the RellidentJat Praporty shall be managed by III homeowner's lU:rgclqtlon. Cerllex. Springe, and Jessup lIgree that the homeowners aSloclatlon documents shall be submitted to the Cily for review anll approvel prior to 14 Description: s~nole,~ Document-Book.gage 4358.1310 Flge: 14 of 40 Order: lIetropolitiUJ '1'itle Comment: C"l ;;0- !J;; ~~ il I" ... II: " OS/23/02 10:37.FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 2U laJ 020 Received: 5/23/02 10:36; rocordln9. Tho document. shall provide thatlhe elly .hall be de_gnaled &II athlrd-plrty beneficiary to be tn privity wUh Cento)t, Spring., end Jel.up and the property ownero' ulOclallon for the purpal8 of .,forclng the rlghla Dnd abllgallons hereunder. Buctt dalllgnaUon shall be to !he 8aU.foclion of Bach pIIrty and IIhllll be mmpleled prior to the 1..ullllC8 of 8 C9rUncalll of Occupancy. 'n the evunllhe Commercii' property 111Iubjec:t to II homeownetll or condominium 88soclallon, the Ihlrd party ben8flci.wy prevlllont of Ihl. paragraph 8h811 01110 upply. 21. Amendments. This DevelopmenlAgreemenlehall not be modified oramended except by wrillen agreement executed by all partle. harelo and approvlld by rhe Clly Commllalon of the City of WInter Spring.. 22. En"... Aareement. Thi. Development Agreement lupenedee anv other egreemenl, wrillan or oral, and contain. the entire agrlKlment between the partie. 81110 Ihe IUbJlIcl matter heruof. 23. B.verabllltv. If ony provlBJOn or this OlIvelopment Agreement mall be held 10 bo invalid Dr unenforceable lo any extent by B court of compatent jurledlctlon, the lama llhall not affed in any raspect Ihe validity Dr enforce8blll.ty of Ihe rem8lnder rA Ihlll Development Agreemenl 24. Err.ctlve D.~. Thla Development Agt'IlIement 8hall become effectJve upon approval by the City or Winter Sprlngl City CornrnIalon and elC9Wtlon of Ihle Deve/opmllf'll Agreement by all p&rtl88. 25. Record.Uon. Upon approval by the City of Winter Springs City CommlaeiDn and IIxecutlon of thle Development Agraemant by all pert1ee, tnls Development Agreement IIl1d any amendmenl8 hereto shall be recordGd by the CIty In thu public ~ of 15 DelJcriptiou: SezsUuol.e,l'L DocIDDeut-Boo.k.page 4358_~3~0 ;Page; ~5 of 40 Order: .Metropolitan Title COJlllllent: 0'11 ;0-- I~ il Iw 0- k: . OS/23/02 10:37 FAX 407 645 1884 LAND AMERICA2 407 64b 1 tHl4 - > MI= I HU....ULJ. I AN I J. I LI= '" uUAI"...,_ I ,; l~dY'" ~ I ~021 Received: 5/23/02 10:37; Seminole County, Florida, end Bhllll run with !he lend. A NoUce of Tennlntltlon shall be rec.orded In /he public record. of Seminal. County U Ihlt Agreemllnt Ie termlnated by Springe, Jeeaup, end Cente. pureuent to paragraph 18 herein. 28. BlJ"onahlD of the Partl... The ....IQUon.hlp or Ihe partl.. to thit Development Agreement 18 contractual and Btm.lllength. Springe, Je..~.nd Centex 8re Independent contreetors Bnd ore not the egent, of the Clly for uny purpo.... ND!hIng herein Ihell be deemed to cr..te B parln8l'1lhlp, or Joint venture, or prlnclpaJ..agent ....IaUonahlp among the plitt lei, and no party ill 8ulhortzsd to, nor ahall eny party act toward third perHona or /he public In any manner which would Indk:ate any IUch fellllOnlhlp with sny other party. 27. 8oveO'Ian Immugltv. Nothing cont81ned In thlll Development Agreement BhlllJ be conelrued 811 8 waiver of the Clly'. right to sovereign ImmunUy under Section 788.28, Florida Statutes, or eny other limitation on the CUy'. pol8nUelllabUlty under BI8I8 or rederallaw. 2B. CI"'. Potlos>> Po\ylr. Centex, SprInge end Jeuup acknowledge end agree Ihallhe City hereby re..rvee ell police powers granted to the City by law. In no way ,hall thle Development Agreement be oonlllrued 88 the City bargaining away or IIUmInduring It8 pollee powera. 29. Inlel"Df'etatlon. The parties to th~ Development Agreement ecknowledge and agree thet all p8l1illl have participated equslly in the drRfling of thl. Development Agreement. and no party shall be favored or dlafevored rugardlng IntsrprBtetion of this DlIvalopmenl Agreement In the event or B dlllpulB between the panles. 30. Permit.. The failure or this Development Agruemenl to addr88a any 16 Des~r1pt1on: sem1aoJe,PL Do~umeat-Book-eaue 4358.1310 Page: 16 of 40 Order: J!etropo~itaD Tit~e Comment:: O'tl llIl" iJ;; 01 ~I :1 ~ UI OS/23/02 10:37 FAX 407 645 1884 LAND AMERICA~. 407 645 1664 -> METROPOLITAN T.l."ILI= &. tiUAHANI'r; IJay.. ~~ ~022 Received: 5/23/02 10:37; par1/cu1ar elly, c:oumy. Atete and federal permit, COndlllon, lerm or l'8altiCllon ahllll nol relieve Centex. Sprll'lQ8 DI'Id Jelll!lUp or Iho City of the neceaalty of complying wllh lhel8w governIng 8sld permitting requlremenla, COndlUonll, term Dr reatl1ct1on. 31. lbJrd Partv Rlahltl. ThJI Development Agreement il not a third party benefiCIary oonlrsGt, and shall not in any WIly wh8t.oe~r creme any r1ghlA on behalf of any Ihlrd party. 32.. 8Dec1flc: Porform.nee. SlrIct oompll8nce thall be requlnJd WIth each and every provision of this Development AgreemenL The partl8a agMe thai failure to perform tho obllgllUona estebliehed In this Development Agreement shall re.ult in Irrepereble demllge, end that specific performance or thOID obllgllllona mey be obtained by suit In equity. 33_ AltqrneV1l' FIUl.. ~n connection with any arbitration or litigatJon art"ng out of this Developmenl AgrB8m9nl, the preVDlling party ehall be entlllad to recover rebonable attomays feea and cosla through all appeals to Ihe IUdanI permitted by law. 34. fJi~re RezonlnaelOevoloRment PVOJIbt. Nolhlng In this Developmllt'll Agreement shall limit tho City's Alulhorlty to grant or deny any fl.ltlJte ~nrng or development permit epplicallon8 or I'8queDt8, or tha right of Cenlex or $pril'lQS end Je..up 10 apply for or oppose 8ny fUlUre rezoning or deV8loprn8l'lt permit application aubeequent to the Effective Dele of Ihis Devolopmonl Agreement. fn eddlUon, nothing herein shall be construed &II gronllng or creating 8 velt8d property rigtll or Inl8relllln Centex, Springs, end JS&lUP or on the SubjBCt Property. 35. Fon:e M.'ttUB. The partie8 agreo !hal In the IJVBnt Ihal the failure by althor party 10 accomplish any Bction required hereunder within B spedfiod time period ("Time 17 DescriptioD: SemiDole,PL Documenc-Boo~_Page 4358.1310 Page: 11 of 40 o;:de;:. Jle"opoljcau rjele Comment: 0." :l1li- r- Ii il I~ - k: II' OS/23/02 10:38 FAX 407 645 1884 LAND ~~ 407 645 1884 -> METROPOLITAN Tl.TLI: &. C:iUAHANIY; t-'age~;:; ~023 Received: 5/23/02 10:37; perIOd") constitutes 8 default under the I8rms of thlD Agreement and, IF any IUch failure III dUB 10 an}' unForeseeable or unpredlclable event or condition beyond lhe control at IUch party, Includlng, but not limited to, acte 01 God. 8dt of govemment authorlty (other lh8n Ih8 Cltys own Betll), aetl of public enomy or war. r1ots, civil dlelurben~., powgr fill lure, shortages of IBbor or matar1als, l~l6Ict1a" 01( othBr c:ourt proceedIngs beyoncllhl control Dr such party, or BeVere advef1ll8 we8thsr conditions ("Unc:ontrollable Evenr). Ihen notwllhelarldlng eny pl'ovielon of thllll Agreement to the ClDnI/'8tY. Ih8t Failure llhell nOl conlllllUl8 B dGfeull undorthia AgreemBnt end Bny Time Period prolcrlbed hereunder ehall be extended by the amounl or time lholeuch party w- unable to perform lolely due to the Uncontrollable Event 36. C1ty'. Rlvht to TermJnMo AarelllllenL Failure by Sprlngll. JellSup, and/or Centex to perform each Bnd every one Or Ita obDgallona hereunder 8hall conltllute 8 default, entitling Ihe City to purlue whalever remedies ere 8veiJableto it under Florida law or equity Including, without IImllaion. an aclion ror spacifit; performance endtor InJunctive. tellef Q( alternatively. !he termination af \hI. Agreement. Ptlor to tho City nllng anyaclion Of tsrmlnBllng \hie Agreement 8S8 relull of a default under this Agreement, \he elly nil fvst provide the defaulUng party with written notIca of aid default Upon '~pl of ,aid notIce, the dBfeulllng party ahall be provided e thirty (30) dey opportunity in whlc:h to cue the defeullto the reasonable 8ali,recl!on of the City ptlor lo filing Mid action or termlnaUng thlll Agreement. If thirty (30) claYI is nola reasonable period In which to CLlte the default, lhe cure period shall be eX\8nded to a reasonable cute pertod mutually ecceplable to \he ell)' end the defaulting party. but In no C8118 Ithllllllhet cure pariod 8lCc:eed one-nundred lWBnty (120) Clays. Upon tormlnation of the Agreement, \he defaulUng patty shall 18 De:Jc:rJ.pt;;Lon: SeznillOJe,FlI Document-Book. Page 4358.~3~O pagel J.8 o~ 40 Order, Net;ropo:J.itan Title CC1IIIIIIent: C"I'I :II'" Br;; o~ ~i I~ - kl ~ OS/2J/02 10:J8 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 24 ~024 Received: 5/23/02 10:37; Immedlal81y 1018 ell righta and prlvilBg88 gren18d her8l1tder. IN WlTNES8 WHEREOF,lhe pBrti08 have 8*lCUlad Ihl. DevelopmenlAgreemenl 8. err the dBtB flrel wrlttan above. CITY ~ER SPRINGS, ltI Florkle Munie~.~~~c~A~ '. By: ~~~ PAUL P. PARTYKA Mayor ATTEST: By: OoLUCACE8 VVlTNE88E8: 8PRINGS LAND INVESTMENTS. LTO.. a FlortdaUmlled pwtn.t8hIp By: Euro American Invata.. Group . FIOtIda ......,.. p.rtn"hlp By: SIInbeltlnv..lDrw Group, Inc. . Ror1d8 corpontlon Gen....1 P.m.r A~ l1211d01.. By: 8,......1 r'.... O..t":'.AJ ~ Dal8: STATE OF FLORIDA COUNTY OF OrQ~ ThBfor~oing inslnjmentw80 acknowledged before me thls..1lL- day of l6lI'~ . 2002, by A L.. Lu~ ~ .. tt~t-t....~ of SPRINGS D INVESTMENTS, L TO., . F10rtda limited .,.nn.rahlp. Dt Who 18 pBrsonal1y known to me, or ( ) who hu produced ()~ 811ldenllflcation. PETEIlllERDAM ~1818 of Florida HoIary I'UbUe, Slate 01 Ftorldll My c:ommllslon expireS: O~/Ol' oS Mr C4lIlIIll. IIJI. Mar. I. ~ ComIP. No. DD on.'i/l~" (SEAL) 19 Description, S~noJe.Y~ Docum~e~Book_~ags 4358.~3~O Fage. l' of 40 01:der: Met:ropo~itCUl. rit~e COJ:IUIISDt, O~ ill'" s:;; 01 il .1 - ~ L Rece:l.ved: 5/23/02 10:37; OS/23/02 10:38 FAX 407 645 1884 WlTNES8ES: ~~ .- - ~ ~ ~ <P~ LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 25 ~025 JESSUP SHORES LIMITED PARTNERSHIP . Florida IJmltlld pllrtlM...hlp BV: Euro AnwrlCh Inv..to... Graup a FlOIttM ....,... partner8hlp By; Sunbett In...to... Graup, Inc. . Flallda corparatlan Oen.ral P......, A1t~.N By; Dale: o?J1.nfo1.. STATE OF FL~RIDA COUNTY OF r~e Th.:j;~OI~ lnuuumentW89acknawledaed bBfor02 me thl..1Q. dav of r~~ 2002. by CeUM"""" . 81 ~ 4.'P.!it ()f JESSUP SHORES LlMI PARTNERSHIP. Florid. IImlttld partII...hlp. ~ who 'I pereonsHy known to me. Dr ( J -....- m-n_n_. NO~ . .U8LIC;-S-Io"'oI FI"'~ My commission expirss: 0:1/01 OS (SEAl) PETEJlLlERDAM Nl:l11IIJ PUOl'~ Sill. DI FIClfIdl Mr \lIl1lWll. np. Mtr. t. 2llCM . CCIlllIIl. No. DD 005Il311 20 Description, Seminale,PL Document-Boak.Page fJS8.1JJO page: 20 at iO Order: NeeropoJ..i.ean x.icle Comment: D'" ii &~ ~i Ie - 5 Received: 5/23/02 10:36; LAND AMERICA2 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 26 ~026 Th,.r9..regolng Inll.r:~m.nl was 8~w1edged ~rore me this ~dayof , , Ie,. '. , .'. 2002, by ..,..: . r ". ....... 88 \')\ or CENTEX HOliES, a N..,ada ganara. partnarahlp, who I.' on8l1)' known to me, Or I ) who hn produced a8 Identification. a', l' ~ ., ~~'. . ks -'~./rJ',.;)... .~ N RY PUBLIC, Slale of Flo My commlllion expires: 05/23/02 10:38 FAX 407 645 1884 WITNESSES: q.f2AffkJJ~ 17(~--- STATE OF FLOJtIOA COUNTY OF ., ;;'h... .. '- t l ._. ... . .----,..--. .- - .. ....~ L. :.: .:~)~:: ..._~ :. ~<.tt (SEAl..) CENTEX HOMIiS. . N~ad. gene,.1 partn.,..'p, by: CENTEX REAL I!8TATE CORPORATION, . N."... cDrporatlon, .anaDlng Gen.,.1 Part",r By: ~LL~ Petrick J. Knight Olvlalon Pralldenl Dele: ,., y I 0 J; 21 Description: S~nole,PL Document-Book.page 4358.1310 page: 21 o~ 40 Order: Mstropo~itCUl Tl t~e COIDIIleDt: 0" 1lI... aa ii II - ~ Received: 5/23/02 10:36; 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 27 OS/23/02 10: 38 FAX 407 ~~~~__ I".AND AMERICA2 ~027 / Development Agreement UBt ar Exhlblll Ezhlblt A - Leg..' dl.c:riptJon EJIhIbU B - Townhcme plena exhibit e - Tov.nhomB Rslldlll'lll81 ShW'ldordlJ E.hlblt D - Commardlll Standards Exhibit E - Privete Entry Slreet PIons Exhibit F - Enlty Feature PI.... Exhibit G - Typical building ..paralien detail I!Khlblt H - Typie8l434 Frontage DetaIl Exhibit 1- Typiccal 434 building elevalion &.hlbIt J - Typical flll1Cl1 &18ys1iDml EJ&hfbll K- Preferred plant 11.1 Exhibit L - LegBl dua1plion r&.tidenliBl property ExhIbit M - LegBl Oesc:ripUon commercial Property Exhibit H- Legal deGc:riplion public entry .treet Emlblt 0 - Legal desaipUon entry feature prop&r1y C.." lD- &~ o~ i~ Ii - ... '" Descr1ptian: Semlnole,PL Document-Boak.Page 435B_13~O gage. 32 of 40 Order: Xlrtropo11tan r1tle C'oJlUlleat= Received: 5/23/02 10:38; 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 29 LAND AMERICA2 ~029 OS/23/02 10:39 FAX 407 645 1884 r- F(L~ ~ ~0028~0603 OR pOIlK OItJ~a PAGE 13.]3 Pond Description. Sem1Dole,~ DoeumeAc-Sook.page iJ5B.1J10 Page: 24 oE 40 Order: lIetropolitaD Title CammeDt: OS/23/02 10:39 FAX 407 645 1884 LAND AMERICA2 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 30 raJ 030 Received: 5/23/02 10:36; .~ ,. ..--.-...-- ...--.- FlUE Nl~ ~oo2~0603 OR lOOk O~3~8 PAGE 1~3_' .. --...... -......,.............--, ~.... .-" ~._-- ......... .~_. ...~.. .... -'. ...-.-~- i,: '.. , . ---'\,- .: li\ .....;- . . ,U.l, - '" '. ,!: ~ ... ~';:' -. ......--~ . LeQ!f1d Location Map SIte Data ,..,;:;11;; ~- ~ ...~... ~ ...- ....- -- -.-- ...... -- - ...- -. ....- -----,---- '.. ._IIllC'''' ~ Exhi~.!!~ ..... ............. .. .. pe$cr1pt1o~: Sem1~ole,FL Docume~t-Book.Page 4358.1310 Page: ~5 of 40 order: Hetro,pol,ital1 T.:Ltle CommEUlt: ~ '" ,..... ....,,,.. -- .,....,....... -... ........~....... ..... '-1' I II I ~ II ill i'! in l f .. i I[ I I i ~ I I J J I 1 i I t'I.M '.. .11_ ,.. ... It - OS/2J/02 10:J8 FAX 407 645 1~~4 .LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 28 ~028 Received: 5/23/02 10:38; .J .. EJlhlblt A LlIgsl Oeecnptlon Loti 1 e. 19.8nd Ihe e8st 219 'eet of 10120, lOuth d the new S.R. 434. block 0, Dr. MllmaU'. AUMlY of the levy grant, pllll book 1 Pilll8S And allo Lol 20, IJOUlh oIlhe nlM S.R.43411e'1 the lIut 219 rlllll) blOCk 0, Dr. Mllchelr. survey of the levy grant, plot book 1, page 5. DaSdription: Semino~e,PL Documsnt-Bcok.page 43S8.l3l0 page: 23 o~ 40 OZde1!': JlIeeropc~.1taD r.1t~e Comment: a" Xl'" S; ~lU ~~ i~ .. ~ Received: 5/23/02 10:38; 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 31 LAND AMERICA2 ~031 OS/23/02 10:39 FAX 407 645 1884 FlU. NUlf 2002B:i060;J DR BOOK O.3~a ~ &a3~ ExhibIt C Residenllel De~e/Opmant Standards Total land area: 104.2 8CI'a Lartd ule: Townhouse Totlll unite 160 MaxImum d,,,.Ily: 12 unil.tac:t. Property Boundary bulldlng ..lbacka: S R 434: Princ::lple building -34' COVerall o,.n porch- 26' EBet prooerw JJn'~ Prfndple building -10' Covered open porch -10' W-.t PfOQ8I1V nne:. Principle bull ding .10. Cover8d opet1 perch -10' South Prooertv line: Ptlndple bulldng -20' Covered open porch -12' Minimum lot ,izo: 1,800 a.r. (20. x 90') Minimum lot frontage: 20' Mlrllmum building ..!backs on lots: Front 20' Side; CI Rear: 2CY Minimum living area: 1.000 d. Minimum Building lIoper.tlon requirement. Side to Ilde: 2fY Rear to rear: 40' Porch to pgrch: 24' Partdng: 2 epacea per unit. (drlvllW8)' will be considered all one apace.) Minimum setback from pStking anJlI9: 5' Minimum MtbllCk fram private roedw8yt; 1CY Landllcape buffers SR 434.Buffer stong S.R. 434 VtllII be per extVbit H. West Boundsry. no buffer requirwd SouttJ Boundary - no b~" required. East bO\.lndary - no burr.. required. Buffer provided by commerciGI property 434 Architectural elevations will be pBI" Wlhibit I . Note; S8lbBCks Wl7' be measured from 'he face of the building not the fascia of the roof ovsrtJang. De$cript1on: Semino~e,PL DocumsDt-Book.~age 4358.l3l0 Page: 26 OL 40 Order: Hstropoli.tlUJ T.itle Co.IIIIIIeJ:It: OS/23/02 10:39 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 32 ~032 Received: 5/23/02 10:39; .- e.hlblt D Comrnercllll Development Standards To~ lend ..a: 1.8 saea Land .11: A. uNa permItted In lhe C-1 mni"ll di,lrid & Prufw.llonlt omce Town Cllnter DieMel D4Mlan 8t11nchwdll: TP'M'I CtQler District Code IDcludlna. but notllmKBd to. 1. AI building, llhal be conal1ucted \R lb. :tlulkl-lctllDl". 1111 defined In \he Town C.,..r D1.lIfct COde. 2. All bulldna. ..1111 b8 lit I881llWO 1tOI1e. In helaht 3. The IIrdlltltCtwe of ~II bUlldnal Met aIrucIurH .hllll be aerMInIny In k~~ wllb. neo-trllldlltanalsrchlteduralllnd other deslan llland.rd. rvIIeQud in the TCMp Centltf' D,.trld Code. Des~r1pt1oa: sem1aole,PL Document-Book. page 4359-1310 page: 27 of 40 Orderr Het:ropo~ita.a rit:~e C'OJIIDIe.at: 0"11 :III" I~ o il II - '" Is( Rece1.ved: 5/23/02 10:39; 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 3~ LAND AMERICA2 ~033 OS/23/02 10:39 FAX 407 645 1884 .' Exhibit E 6" SI~1lc A~. to comme"*'~ Typical Road SectIon F24' ~VIIl8 12' 12' eX12 RlbbonCt.b Shared Entry Road Section Acoe88 Eaaemenl 24'.0" . 16'-0" r~t1Bn861 ~IM r=l Miami C"rb LJsldewaJk 2' Mlamf Cu cteIy de8ign grgup Inc. ...-___. uw.-_~_ "-'.......- aa-..c--. .,. --..... ..............,............ ......,~ .. Wq,.... eurve TD1lWIhauIe P"'.,Iecl --- DGScriptioJ1: S8llLiJ1o~e,PL DOCWDe.nt-Book.pagG 4358.13.10 l'age: 28 o~ 40 order, Hlttropolif:a.u Tif:~e CommoDf:, Received: 5/23/02 10:39; 407 645 1884 -> METROPOLITAN TITLE & GUAHANIY; ~ag~ ~4 OS/23/02 10:39 FAX 407 645 1884 __.. LAND AMERICA2 ~034 Exhibit F oecotali.,. I)tICJc pave,.. .~ o.;:.~ . ....IICPMWfng In franI of T,.. Plen VIew ,.-- """,..OIl Elevattan ""'''';':; :~~:~:''''''' i; ~~~.!::':-_- _';"N:='::""'~ ~) .';: ........... ...125........ .-.111.....'..",. _........~".,-' \CFI De~crjpcjon= S~1Dole,~ DocumeDc-Book.Pags 4358.~310 page: 29 of 40 Order: Hetropo~it!UJ Tit~e CCUllllJBDt: Received: 5/23/02 10:39; 407 645 1884 -> METROPOLITAN TITLE & GUARAN1Y; Page 35 OS/23/02 10:40 FAX 407 645 1884 .-_.- LAND AMERICA2 raJ 035 .' ~ ~ ~ I :i i N J J ~ ~ ~ , f J I J b N DI .J .... !l 0 ~t I .. i I tf ~ I E i I ,.. I Q :Ill !l~ ~~ ij IS' DeseriptioD: SemiDole,PL DocumeDt-Book.Page 43SB.~310 ;aga: 30 o~ 40 Order: Mettopolita.n Title Comment: 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 36 IaI 036 -T~ i &) I '-I- i ... N / ~~~ I &"1 ( i II ~l ~ I II i I) in 1 ~ Iii 1.._ -_._~.... ! tis ~ ..........~::~:.. "---.. I i .. = ~ ;1 ~It fo I~ i \ i I __.1 _ :1 f I . Ii ~ i :E go os; I~ !j lei g Received: 5/23/02 10:39; OS/23/02 10:40 FAX 407 645 1884 LAND AMERI~A2 .- Description: Seminole,p~ Documept-Book.gags 4358.1310 Page: 3~ of 40 ~der: Mecropo~il:a.a '1'it~e COllllDeut: Received: 5/23/02 10:39; 407 645 1664 -> METROPOLITAN TITLE & GUARANTY; Page 37 OS/23/02 10:40 FAX 407 645 1884 LAND AMERICA2 [lJ 037 _......-- ---.. ..... .. FILE MUM :.!OD28SOD03 OR PDO~ 04359 P~GE 13~1 t' no.. .. . .......... . ........ ,_, to. ,--' - ... - .......... . ...... 'or .. .... ",. . _.... I .Of. ........ .... . '0 .. '0 . .. .... . .. ;. .. : ~ :".::':-::::'. ~ :,,,:-:':'. -. .., .,... .. of . ...... ....0.11. . to' .::~ _:; '.. .:: I.: ::'':' .::, _ . . :..... . '. .. _.... ::}.: ':~ _:".::::~f~~';.:-:~~ .:' .::':~~ :,:.: to : ~ '0: ~,:'.:::;,,,: . :.~: ..~.: t, . .. :~ .~~:~..:>:~:!.._::;:~: ':', . :....:;' ,:'~.:: ..... . :."~:~" ;~. ~'::' ::":. ..,' .... . "0 .. ". .0 .. Wagner's Curve Townhouse PrQiect 434 Frontage El.wation daly design group inc. ~_u__.___c.._ al"'........ h.t~",",,'n~.n"'.""""''' E>. ... aMI se:.- ....... ~NiI Pt. DeBdription: sem1nole,FL DocumeDt-Book.~age 4358_~3~O Page: 32 of 40 Order: Mecropolitan ritle Comment: Recel.ved: 5/23/02 10:40; 407 645 1884 -> METROPOLITAN TITL~ & GUARANIY; Page 3U OS/23/02 .10: 40 FAX 407 645 1884 LAND AMERICA2 ~038 .' .. ~E NU" 2002950&03 OR BOOK OUse PAGE U.i!' I :;:/,~;: :. ,:;'ii;::;&:..:;:i:i:. ::~'::":: j':X:.:j:F.{;:it~:.~;i;{~~1 A~~;~~~i;~7L.'.'" Exhibit I Description: Seminolel1'L Document-Book. Page 4358.J.3J.0 gage: 33 of 40 Order: .Hr:tropo.l:LC~ :r.1tle CODIIIIe.rJt: Received: 5/23/02 10:40; 407 645 1864 -> METROPOLITAN TITLE & GUARANTY; Page 39 OS/23/02 10:40 FAX 407 645 1884 LAND AMER~CA2 ~039 .' Exhibit J aptl cap on :;z- poll f1 o.C. PTe.. poInt riFt'" 3 R." Aluminum FenCl8 Brlck Column not '011. Ihlln &0' o.c.. ~---t , , I . . . I . ~ , SR:.t34 Fence .. PVC 3 rei' fencing daly deslo" groUp ,"c. ...._1______ .1- __.. s...... ........ .... __ .-.. rolP1 TI .. r '" Wesl & South property fence ~IL..I" I.: . "";:;..IU;Culll 1.1 ;;~"':I!~;NIi ~ ~ I 101 . Descr1pe1oD' SemiDo~e,~L DocumeDt-Sook.Page 4358.1310 page: 34 o~ 40 Order: Metropolitan Title Comment: Received: 5/23/02 10:40; 10:40 FAX 407 645 1884 OS/23/02 (.. ..... .-1.- .._ .. T'lIl & 0" ~CI. 'H''''. ,.,"'-...e .. ....,e.: _., M:IIlIofnI". :I...."'.... .-et ~.,~...- -,.,. _.....-. II .....~...s.. ~.."' ~...~aII ".. -." c.-. "... ..... ..... c:.....,., ...... o-~... 0". _.",.~. ......,.,. .".,.,."rrP' "alm ..;' ,,0I'1a Oatil ...... IUd 1l1li. C _"""aI M_"" .u~'" ...OIIF A~It,. HoI, 01"..' /'tIIlIy .,lItlV ~ To_ "."",.., ,,-.,.,. ~ C.lII.... JU...... ......." 1.'JI:le1f lay Up".". 't'........ ""t '..,nl:lll4ll ~"081' ..:";MI.IV., ~ -=,,~ ....., .::O.'Jl lIuQtey- :0.'.,111. 0" e,.m...,'" 10-.0- T:.. ~..:c:vi' :.'.NA" ~.1lI1\" ~""lII.IIT..Oh. !"'7_:r:-.,,,, SltftCarG e,-t,:_ \I"It" SIl/lCll~ ., .,Clelt HOI'I., .......,. ....;,-:.,.. 'Jl~ ...../11 ....",. "."" ,)74;...., 0... PM. "'P' !.."....iI'c10 P.~ I!i'JI:~ '" filii .._rn r..."'.'. II." ~..... -:.~ ,,., :11.,.. 0111........ c:. r. It'~11i\. P. dacrt'''''' ....,.:I....r. ;I.1m S~1o Ul:t. ~.'" ~'lI"6111 Sc:a;!.1l J"";"" rJ"llCU Jul9i...' :I",.....)" ..atly __ :'~ ?-or.. ..1 t- ;4'~ !Jtn :1:1...; -J.IA:'" .,z. J ,.10 C...... 1~J. 0.,.... ~G ..... .. .)0 ..... r :Ida... ... JlI"'~ r ~ ,"- ~ . ..... it' :lO ..... r ~ ... ,. U..I__r Z"'" p_r &. ....... 1.. gaL." u.JG ...... .... ""..~ U.M~ .... ...., >>,. fII&S: po.'" --....... 1140 ..,.... u .... .. zS4ll ...... Ill""" I' uo-a..r ,s_.r U .....1' U Gill." I J ,.... r JCI ,.... .. tao__r Hili....... d ,.L.t-,,, 45 a......IO' ~n alL.II" 2"'10 1I,..r J~)O"'..J" '0 pl.. ~ . J 0'.... .. Utl'.. r tI a.~-" .. ",.IM ,. ~ J ~.,.. ,. .st". r . IS ,II.. .... IUfIl.r 'I' ....... '5 itI- .. .lopI.lo"....r 4t ,.....&~r .u 1- .1 t1Lf'4..:r ~ '1OI..Ir.,.A2.n 407 645 1664 -> METROPOLITAN TITLE & LAND AMERICA2 GUARANTY; Page 40 III 040 c:...Clf "",...~a' c..o.T . raeI' ,uno cOl' V"'-V! CAI..' J.: J., 1.' ~.. '.1 ~.I ~. ,., lol l-l ,., )Ol "'. ,., ,., ,.. 1-, J.t JoI ~. :a., J.t a-I So, 1-' 2.1 Jo' I.' a-' I.' J.. J.' I.: So: ,.: ,.1 ~, ..l ).. ..., ...' 5-' J.I "., 6-! ,., .. "-I ,.. ,.. ,.. .... ..., ~JU&1IU"C' -It. . "uG . 00.11" . 121.1111 . ,..00 . 'Slllll . 'Clua I 'CO.III . 'lIlIAlI . ua.GO . 11',111 , ,lICI.oo . 12J,.0CI . ,aua . '21.011 I ,n III . ,... I 111.10 . ':00 s. ,aOO . Id.OCI ~ IJ!I,OO I .. . to.CIO I lCG.OD & "UO . ...00 . .GAO . ,..Co . SO.OG I '000 . ,tAO J .a.~0 J ..'0 . ~OO . JSO 00 I ,'=0.'0 . ceO.CO J Jeta.co .s IJO.GO s 2OCI.cG I t'o.ao s Z''';O I oUO.CO 1 ,..,.aO J .JGO.OCI J 1SlJ.. 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""'110 "....00 f 711.00 UUD , ,1.00 ,n.GO u.... .1O.Cd "O.CO , '0'- 2OlI.OO _.110 'ot.dO .'lLlIO .10..00 UII.eo . sa.GO ,uocr lSO.eo UC..t:c acO.GG 1S0.ao lao ,CIJ %00.00 2OO.GO "0.00 200.00 iIO.GO !'CUO DUO J..OO ~.co 210.011 2SO.ce 1fO.<< 2.0.<< 1:'.1 ac tlll.OI' I'A-OII ::'.~I . LEGIBIlIlY IJIl$ATlSFACrOllr fiJR ~:,'HH'l'CG Description: SemiDo1e PL D Order: Metropolitan rltls ~~:::::;Book.page 4358.1310 page: 3S o~ 40 r'" \ . . o~ :11- In \ !~ \il II - ... .. .. OS/23/02 10:41 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 41 ~041 Received: 5/23/02 10:40; .' Exhibit L RelldenUel property LegGt Deecrlptlon A Portion of LDI. 19 & 20 Block 0, Mitchell', Survey or The Levy Gran!. AccordIrQ 10 the plat thereof, AI rtIcorded In PI. book 1 page 5 of \he Public reCOld, of Seminole County, F/ortdlL BeIng more partlculltrfy d..a1bed II' fallOl.W: Begin lit the 'OUIhem comor d eeld lot 20 block D, thanee N 83"08'18" E Along Ihe .oulherty line of '11d b1~ 0, .. dl'lan~ of 964.17 feel; Ihenc8 deperting ..Id lOulhef1y line N 08.51'42" W. dl.lence of 125.00'eet; Ihence N 5t.61'42" W . distance of 80.00 feel'; V'tence 06.61'.42" W .. dltt8nce of 50.00 ,eet; thence N 2S"24" 7" E It dl.18/'lC1t or '16.49 r.et to Ihe lIauthet1y right at w.f line of .18le rolld no. 434 per F.D.D.T. righl of way mep .ectJon 77070-2518 deted 12110198 .-1d tD an Ire fit II drculllr curve c:anCllVed tmJlh8r1V having II r8dlul of 2885.00 feet.nd.. chord be8l'lng of N 74.64'60" w thence Itvough II oonlr8l angle ~ 22"46'19". we.lerty IIlong the..o of Aid curve.. dlst.nce of 1088.38 feel to the wetterly line of atorw.e1d lot 20 black D; thanc:a S 08.13'08" E .. dlltanee of nS.98 fealto the polM or beginning. DescriptioD: BamiDole,PL DocumBDt-Book.~age i358.1310 ~~ge= 36 or 40 Order: Hetropol.ttan Tjtle COJlllllent: 011 ,.,- ;; il I~ - '" ~ OS/23/02 10:41 FAX 407 645 1884 LAND AMERICA2 407 645 1664 -> METROPOLITAN TITLE 8. GUARANTY; Page 42 1lJ042 Received: 5/23/02 10:40; .' EXHIBIT M Leg..1 deaaiplion commerci8l property DESCRIPTION: (PARCEL 2) A PORTION OF LOT 18 8l0CK D. MITCHELL'S SURVEY OF THE LEVY GRANT. ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTlCOLARLY DESCRIBED AS FOLLOWS: COMMENCT AT THE SOUTHWEST CORNER OF SAID LOT 20 BLOCK D, THENCE N 83.08'18. E ALONG THE SOUTHERLY UNE OF SAID BLOCK D. A DISTANCE OF 954.17 FEET TO T1iIi POINT OF BEGINNING; THENCE , N06"51'4T W A DISTANCe 125.00 FEET; THENCe N 51 051 '.r W A OISTANce OF eo.oo FEET; THENCE N 06"51'42: W A DISTANCE OF 50.00 FEET; THENCE N 2S-24'1r E A DISTANCE OF 175.49 FEET TO THE SOUTHERLY RIGHT OF WAY UNE OF STATE ROAD NO. 434 PER F.D.O.T. RIGHT OF WAY MAP SeCTION 77070-2516 DATED 12110198 AND TO AN ARC OF A CIRCULAR CURVE CONCAVED SOUTHERLY HAVING A RAOIUS OF 2685.00 fEET AND A CHORD BEARING OF S 57"10'29" E; nlENCE THROUGH A CENTRAL ANGlE OF 12'43'23- EASTERLY AlONG THE ARC OF SAID CURVE A DISTANCE OF 596.22 FEET; THENCE S 83-08'18 W A DISTANCE OF 496.00 FEET TO THE POINT OF BEGINNING. LESS: LEGAL DESCRIPTION (ACCESS PARCEL) A PORTION OF LOT 18 AND 19, BLOCK D. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PlAT BOOK 1, PAGE 5, Of "THE PUBUC RECORDS OF SEMINOLE COUNlY. FLORIDA. BEING MORE PARnCULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID lOT 19. THENCE N 83"08'18" E A1.0NG TIiE SOUTHERLY UNE OF SAID LOT 19 FOR A DISTANCE OF 954.17 FEET TO THE POINT OF BEGINNING; THENCE THE FOLLOWING COURSES AND DISTANCES; N 06"5,'42"' W FOR A DISTANCE OF 125.00 FEET; THENCE S 51"51'42 E FOR A DISTANCE OF 91,92 FEET; THENCE N 83"08'18" E FOR A DISTANce OF 140.71 FEET: THENCE N 33"04'40" E FOR A DISTANCE OF 154.84 FEET TO n-te SOUTH RIGHT OF Descriptiou: Semiuo~e,PL DocumeDt-Book.page 4358.1310 page: 37 o~ 40 Order: Mtttropolit.!ll2 Title COImIIl!lJ2t: C.." :D'" I~ ~8 ~nI ,,~ ~e - w ... II' OS/23/02 10:41 FAX 407 645 1884 LAND AMERICA2 407 645 1884 -> METROPOLITAN TITLE & GUARANTY; Page 43 ~043 Rece1.ved: 5/23/02 10:41; .- WAY UNE OF STATE ROAD NO. 434 PER F.D.O.T. RIGHT OF WAY MAP SECTION NO. 77070.2518, D^~D 12/10198 AND TO AN ARC OF A CIRCULAR CURVE CON CAVED SOUTHERLY HAVING A RADIUS OF 2885.00 FEET AND A CHORD BEARING OF S 53~'48. E; THENCE THROUGH A CENTRAl. AHGLE OF 05"34'00" 80UTHEASTERL Y AlONG THE ARC OF BAlD CURVE A DISTANCE OF 280.87 FEET TO THE 80UTHERL V UNE OF SAID LOT 18, THENCE S 83-08'18" W FOR A DISTANCE OF 0496.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.60 ACRES +1- D9scriptio~: sftD1i~oltJ,PL DoCWlltJ~t:-Book.p/J.ge 4358.~J:Z0 I'age. JB o~ 40 Order: Neero'po11C~ Z-1ele COIIUIIeJ2C: 0""' :111- ;!;; ~~ ~I I~ - /J ~ 00/ OS/23/02 10:41 FAX 407 645 1884 407 645 1aS4 -> METROPOLITAN TITLE & GUARANTY; LAND AMERICA2__ ~044 Received: 5/23/02 10:41; Exhibit N \ , , , fillil s\s , , , \ ~~~ \ -~~~. \ ~~~-.. !!.\11 _"".., ~~ ~ '.. , '" \ \ \ , ~' ~ NOT PlAllED ,..,.' ---- ..-.------ .... ..... . . """" -- ... - -- .- :f'" __------ ~ ~ -~- ..-~. -POINT-;- ;.....ENT IIflI'I \ \OT 2' LD1' 27 I I L!GI~ILlrr UilS/I:!;'i.\t"IUd FOH ~tAH'tI"G LIIaAC. ....llGJf CAa:I:n ,......... " ~ 01 LDr .. - '., a<<IC .. WlaIIU." 1lUftC, ClP" _ UW _~~ ." a. F\.AT~. :&:~~~ea.:.:c=~~~_lr~ JT.~ ~ u - ~ - IF....... -. __.. 1ICJIU ~n..- _ ~~.. a.- Dr..... LCrr II AIIO - " llIpMICC ... _I' 'tin) - ~ _ IllU'lM 1M _ ..",._ " IIIIT_ fP 11.11D ~ YO '* _T IF ___ _ ___ ..,,'~ 10 llI:ft'..... fP ,_ raY: 1IOCE _ _ rau._ ClDUIIIn - -..-. .,..,.~ " 0111_ fP ...a PIDl __ _ """'n" 1II'In"_ ~ .....,. -un llCltCII .. ~4cI'" E " 1lIITMCIt fP 1MM PUT 111 M IaInlIIIlIlT-lr..,,,, UIlI ", 11"111: _ 110. Q4 ~ ,.o.o.r. llIGHT-QII'.a, 1UIt."... IIlI.. ~2lI". 1Mb ~ .a. ,-' ...., ~ ~ IIaIIO "" uc: ",,, CIIIOItJYI cunc co.:..~ IllUIlCArillLYIlA1IlotO " IWlIUIfFlUS.GlI ~ _ " ~ ...... Ir .....2'7"C; -~ 'IMIIIIDt ,. ~ .... 01' OIVU- _ ~., MMII _ Me '" UlD ~ " CllITAIICI: 01' _M ra:r to " -, ... .... ~ ~ _ 01' .,. ..... 1lCIa ......WIlJ ..., ~1If I.lII( - -.H""W 10 DIIT..... " II.M IUT,_ ~...,... .. Iftr_ ", -.. f!I:T 1U 1M ,.., III' CI.tlIv,,1\IW Ir " ~ __ _h.....~,. ",,_ A...... cr .Ia._ 'tIT _ A 0.- ___ '" ..,~ 1lOc:I( ~ . CIIIrIM. MIaI " ......,.. IlUt ~, IUIICI .... l1li: ", ...., GII\C .. l-Sl'~ II.f7 nr:lI lU 1M: '-' II' ,~ 1HI*C .,..,.... " ...",.. .., zau I1n 1D we ''llI1IT aIIfT-"': CLM _ 4J58.~310 ~agel 39 o~ 40 DeBcr~pt~o~: Seminole,PL Document-Book.Paga Order I HetropolitaD Title Comma~t: Page 44 O"l lU- Bin o~ il I~ IJ ~ QI OS/23/02 10:41 FAX 407 645 1884 ~ AMERICA2 407 645 1BB4 -> M~IHU~UL~IAN I~IL~ & bUAHANlli ~Hye 40 14J 045 Received: 5/23/02 10:41 i ...---- .... .' U...... ... ,,..... ExHIBIT 0 Legal delcr'pUon entry feature prOper1Y LEGAL DESCRIPTION (ACCESS PARCEL): A PORTION OF LOT 18 AND 19, BLOCK D, MITCHELL'S 8URVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK '. PAGE 5, OF ll-tE PUBLIC RECORDS OF SEMINOLE COUNlY, FLORIDA. BEING MORE PARTlCU\ARL Y DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF BAlD LOT 19, THENCE N D3"0B',a- e AlONG THE SOUTHERLY UNE OF SAlD lOT 19 FOR ^ DISTANCE OF 954.17 FEET TO THE POINT OF BEGINNING; THENCE THE FOLLOW1NG COURSES AND DISTANCE8 N 08"51'42" weST FOR A DISTANCE OF 126.00 FEET; THENCE 8 5,"S1'4r E FOR A DISTANCE OF 91.92 FEET; THENCE N 83-08'18. E FOR A DISTANCE 140.11 FEET; THENCE N ~61'42. W FOR A DISTANCE OF 45.80 FEET; THENCE N 33"04'40" E FOR A DISTANCE OF 120.00 FEET TO THE SOUTH RIGKT-OF- WAY LINE OF STATE ROAD NO. 4a4 PER F.D.O.T RIGHT-OF-WAY MAP SECTION NO. 71070-2518. DATED 12110198 AND TO AN ARC OF A CIRCULAR CURVE CONCAVED 90UTHERL Y HAVING ^ RADIUS OF 2885.00 FEET AND A CHORD BEARING OF S 53"64'32" E, THENCE THROUGH A CENTRAL ANGLE OF 06"1 "29" EASTEAL Y ALONG THE ARC 00 SAID CURVE A DISTANCE OF 200.14 FEET TO THE SOUTHERL V LINE OF SAID LOT 18; THENCE S 83-08'18" W FOR A DISTANCE OF "95.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.09 ACRES +,. Desc~~ptioD: Semiuo~e,PL Docume~t-Book-page 435B.~3I0 page: 40 o~ 40 Order: Ma t:rD'po~i tau Ti tIll CO.llUlle.a e: c" i~ ~; ~~ .1 101 .- \0 ATTACHMENT B CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - APRIL 22,2002 PAGE 26 OF 30 VOTE: COMMISSIONER MILLER: AYE COMMISSIONER MARTINEZ: NAY COMMISSIONER BLAKE: AYE MOTION DID NOT CARRY. Mayor Partyka advised those in attendance that, "We tried to go to Kiwanis - they would not take this as their responsibility." Manager McLemore stated, "We have no one else to do it, so I need your authority for us to do it - the parade, we'll take charge of it and make it happen." Commissioner Blake inquired, "Do we Staff to do that? Do we have the budget to do that?" Manager McLemore responded, "We have Staff to do that, we don't have a budget to do it, but I don't think there is a lot of money involved, from what we understand." Further, Manager McLemore stated, "We will come back to you with a proposed budget, if you give us that authority." Mr. Chuck Pula, Parks and Recreation Department Director briefly addressed the Commission. "MOTION TO APPROVE THE CITY MANAGER'S RECOMMENDATION TO HAVE THE CITY TAKE OVER THE PARADE THROUGH THE PARKS AND RECREATION DEPARTMENT." MOTION BY COMMISSIONER MILLER. SECONDED BY COMMISSIONER BLAKE. DISCUSSION. VOTE: COMMISSIONER MARTINEZ: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. REGULAR M. Community Development Department Requests The City Commission Approve The Preliminary Subdivision/Engineering Plans For Wagner's Curve. Mr. John Baker, AICP, Current Planning Coordinator, Community Development Department introduced this Agenda Item. Mr. Tom Daly, Daly Design Group, Inc., 861 West Morse Boulevard, Suite 125, Winter Park, Florida: addressed the Commission. With discussion, Commissioner Blake stated, "Did we check the site elevation of each of these units to make sure..." Manager McLemore said, "...We will - when we get the other detailed engineering - absolutely." Commissioner Blake then spoke of CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - APRIL 22, 2002 PAGE 27 OF 30 Homeowner's Association documents and said, "I just want to make sure that Commissioner Gennell' s language was in there." Commissioner Martinez pointed out that "Only those trees over fourteen inches (14") in caliper count for replacement purposes and then - all trees over four inches (4") in caliper are normally required to be replaced." Manager McLemore stated, "And they are in agreement with that - that was an error in that - the fourteen inches (14") was an error - a scrivener's error. We have changed that, amended that, acknowledge that in writing, that it is supposed to be four inches (4")." "I WOULD LIKE TO MAKE A MOTION THAT WE APPROVE THE - APPROVAL OF WAGNER'S CURVE PRELIMINARY SUBDIVISION PLAN." MOTION BY COMMISSIONER MILLER. SECONDED BY COMMISSIONER MARTINEZ. DISCUSSION. VOTE: COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. REGULAR N. Community Development Department Presents To The City Commission, The Preliminary Engineering And Site Plan For The Highlands Apartments, Phase II. Mr. Baker introduced this Agenda Item. Discussion. Mr. Amr Gawad, P.E., True Engineers and Architects, Inc., 1836 Woodward Street, Suite 101, Orlando, Florida: as the Engineer of Record for the project, Mr. Gawad answered questions from the City Commission. "MOTION TO APPROVE ITEM 'N' FOR THE - PRELIMINARY ENGINEERING AND SITE PLAN FOR THE HIGHLANDS APARTMENTS, PHASE II." MOTION BY COMMISSIONER MILLER. SECONDED BY COMMISSIONER BLAKE. DISCUSSION. VOTE: COMMISSIONER MARTINEZ: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. ATTACHMENT C 11/eG/2002 11:27 HI7327H55 WlNI~ ~~~N~~ ~LU~I t""j.;,(;ll:. 1:1":: C1'IY OF UNAPPROVED L CALL TO ORDER Board Member Thomas Waters called the R gular Meeting to order Wednesday, October 23, 2002 (originally scheduled for Octo 3, 2002), at 7:01 p.m. in the Commission Chambers of the Municipal Building (Ci Hall. 1126 East State Road 434 Winter Springs, Florida 32108). ' Roll Call: Board Member Gary Diller. present Board Member- John Herbert, present Board Member Jack Taylor. present Board Member Thomas Waters, present The Pledge of Allegiance followed. II. CONSENT CONSll:!IT A. A roval Of The Au st 1, 2001 Regu M_nutes. Board Member Waters asked. "Do I have a Motion to approve the Minutes of August 1'~" MOTION BY BOARD MEMBER TAYL MEMBER HERBERT. DISCUSSION. THE MOTION WAS APPROVED. ~OTION CARRIED. R. t'YES." SECONDED BY BOARD TH CONSENSUS OF THE BOARD, DI. REGULAR AGENDA aJtGULAR. A. Centex Homes or li10rlda Reques~ Variance From The Requirements Of Section 9..241. or The City Code Of Ord. anees, The Pre.Development ADd Post. Development Storm-Water And/Or Aoo water Volume And Rate Requirements For Storm-Water And/Or Floodwater anagement For New Developmenu. WagDer's Curve Townhouse And COllUDe cia1 Development Along State Road 434, Just North And West Of The Post Office S rm-Water Pond. :Parcel m # 26-1o..3o-~AR-ODOO-018C And 6-2()"30w5AR-ODOO-0100 c0"d IT,,S 17c[ ,,017 l["S 17c[ ,,017 SS:171 c00c-90-~ON --,--,--_.... -....-. W.l.l~ I \;;.r<. .-:lrr';I't\;l;;) DL.lJlJr I Cl'TY Of WINT!R. SPRINGS M~ BO..uuJ OF A.DItTS'X'MEN't REGUI..AR MJ3f$1'ING - OCTOJ313R 23, 2002 . . ...."...........". Jr.1,'.(O.~AlJr~HBOUL2DfORocroaElU,200l) PAG,e 2 OF 7 Mr. John Baker~ Current Planning Coordi tor, Community Development Department, introduced Ms. Kimberly HalJ, former Ci Engineer/ Stonnwater Utility Manager, Who presented thili Agenda Item. Ms. Kimberly Hall, Engineering Consultant, Avid Engineering Inc., 7208 West Sand Lake Road, Orlando, Florida: stated, 'jn the p we have not been having people meet this Code. We have bad them write a letter pro ing that they are not discharging into an area that is known flooding and just state they sh uld not have to. The Code also is consistent with the practices oCtile Water Management istrict, which is also in our Code. That is a requirement of our Stonnwater pe.rmitting p ocess for engineering. They do meet that so I .am recommending tha.t Centex does not ve to meet the Stormwater Volume Metric Codes. But they do have to meet the prep st quantity codes Which juat limits the rates that they discharge but not the Yolwne." Board Member lack Taylor asked, uIf approve this, these stipulations that she mentioned, are they all covered if we just gi e approval for it? Or is that in paragraph 3). here on the findings7 I guess it is not really 'pulated is it?'. Ms. Hall !tatoo, "They still have to meet the standard Codes, botb thlo us and the Water Management District. The main one being that we Ii1l).jt your pr ost quantity which is the rate. how fast it leaves your site. They do need that." oard Member Taylor stated. uAnd that is covered?~l Ms. Hall stated, "That is in the Code with us and the Water Management District, yes.JJ MOTION BY BOARD MEMBER TA OR. "I WILL MAKE A MOTION TO RECOMMEND A'~R.OV AL OF THIS GENDA ITEM AND PASS .ALONG TO THE WINTER SPRINGS COMMI SION FOR FINAL APPROVAL." SECONDED. DISCUSSION. VOTE: BOARD MEMBER HERBERT: AYE BOARD MEMBER TAYLOR: AYE BOARD MEMBER WATERS: AYE BOARD MEMBER DILLER: AYE MOTION C.ARRIE]1 REGuLAR B. M.A, Garcia Requests A Variance Fr m The RequireJnents Of SediODs 9-147., 9-157., 9--221., ADd 9-223. 01 The City de Of Ordhumces To Allow A PrIvate Roadway To Be Constructed Twelve F (12') Wide Without Curb, Gutter, Or Sidewalk At Tu&cawilla Unit 5 And Tract ' A" Of Oak Forest Unit 1. Parcel ID # 11-21-30-S01-0AOO-OOOO t"MUC, t::l.1 ~ :;;a.; ~ ;g -- -- ~ [0'd n:"s 17c[ L.017 l[L.S 17c[ L.017 9S:17l c00c-90-~ON ..'~Q/~~U~ ....t .r.J'~.t~t..,)...J W.I"1I~" .;lrr<l~l,;I.;l gL..~~r I em OF WIN1ER SPlUNOS MJNUTPS BOARD OP 1\DJ1J$ntlU'tT RE<lULt\R. MBBTING - OCTOBER. 23, 2001 (ORIGINAllY SCHP.Dl1UID PaR OCTOBER 3, 2002' . P'AGE! on Mr. Baker I.ntr~duced the Agenda Item and advised the Board that the City Commission "Already looked at this issuel' and "They - think that this did meet the intent of the Code". Mr. Jonn Sykes'. Rocket & Associates, 303 Mercy Drive, Orlando, Florida: spoke on behalf of Mr. Garcia; clarified the exact 10 ation of the roadway; stated that ''Fire and Safety" requested the upsizing of the ro way to twelve feet (12)) to provide for aecessjbility; and advised Board Members at "All of the property ownem bave given written permission to Mr. Garcia to do this r ad". Mr. Mike Reynolds, 1052 Chokecherry Winter Springs, Florida: addressed tloodin.g issues resulting trom tbe altering 0 the roadway, and stated, "1 have lived at this property for going on sixteen (16) years an 1 have never had a flooding problem until now. It Mr. Balcer informed the Board, "The issue' front of us tonight is the roadway width. the curbing, and the sidewalk. The engineering issues are being ~d1ed separately. This is not a Site Plan or Subdivision Review M . g. So - that is not an issue here tonight." Mr. Christopher Dunlap, 1054 Chokeche Drive, Winter Springs, Florida: stated, '1 share the S3.llle concerns as Mr. Reynolds." Mr, Dunlap also stated he did not receive notice of the Meeting, and questioned if th~ was an l.c Analysis" done. Mr. Sykes stated, "It is being reviewed by State in tenns of all those parameters that were in your notebook, for engineering. We would be happy to meet with those owners and show them exactly what we propose, t with them on the site, go out there and show them the total program - meet with e City Engineer at the same time. I was unaware of any drainage problems. We e not creating or mitigating any drainage situation, we are just simply utilizing it as it i . We meet all the rules in my opinion." Board Member Taylor said, (II would like to make sure that - we reiterate the flooding problem to the City. And make sure that so ebody goes out and takes a look at itl talks to the two (2) homeown erg that took the t1m to come tonight, and voice their opinion." Mr. Baker stated, "'I can prepare a report in the morning to Mr. Kip LockcufI (Public WorkslUtility Department Director] and ha: something to report back to you in your next Agel).da Packet to let you know that . deed I have followed up on that." Bo3td Member Taylor requested of the Office of e City Clerk to "Mention tho names and addresses as they appear in the Minutes of the two (2) residents that came out." 170' d lTLS 17c[ L017 lTLS 17c[ L017 9S:17l c00c-90-~ON rM\,;3t;. r.... ~ ?'~ · ...J ~ ~~ ~ .....Q ~~ '1:::1 11/~b/~O~~ LL;~( LI;/(.;14/'+/;.);.) ""...n I ~j"'l:, ..;:II r'1\1"'4U...J .LJ1....J",Il.J1 I City OF WlNTER. SPRINGS M1NtJTES BOARD OF A.OJUStI'aN1' }WjUI..A.R MEElJNO- OCTOBER 23.2002 (ORICtNALLY SOlSDULED FOR OC'tOBER. 3.2002) "AOE 4 OP 7 The Board discussed advertising requirem 18, Board Member Taylor asked. .~Did we advertise it [Meeting]?" l\1r. Baker state "Yes rir we did - the properties within one hundred-fifty feet (150'), and it was a.lso an in the paper." Board Member Taylor suggested to "Put decision off for thirty (30) days and in the meantime, somebody could address this flooding problem and come back to the homeowners with some rationale as to why, r how, or when., or what the City is planning on doing." Mr. Baker suggested to "Bring 's back the first Thursday in November'. Tape l/Side B Discussion. MOTION BY BOARD MEM:BER TA oa "I MAKE A MOTION THAT WE DELAY, UNTIL THE NEXT somn ED MEETING, ANY DECISION ON THIS AGENDA ITEM TO ALLOW T CITY TO ADDRESS 11IE FLOODING ISSUES THAT CURRENTLY AFFEC S mE ADJACENT HOMEOWNERS." SECONDED BY BOARD MEMBER D ER. DISCUSSION. VOTE: BOARD MEMBERBERBERT: AYE BOARD MEMBER TAYLOR: AYE BOARD MEMBER WATERS: AYE BOARD MEMBER DILLER: AYE MOTION CARRIED. Board Member Waters recessed the Meeting t 7:56 p.m_ The Meeting reconvened at 8:02 p.m. lEGt/LAJl C. T.A. Binford Requesu A Variance Fr m The Requirements or Section ~0-486. Of The CUy Code or OrdinaDces To All w An Existing NOD-CODConnlng Sip To Remain Beyond The November 14, 2002, morti%lttlon Deadline. Parcd ID # 34-Zo-3o..508-0800-0020 Mr. Baker presented the Agenda Item and stated. "Staff has examined this Variance request and determines that the request does ot meet any of the six (6) Variance criteria, and seven (7), a financial hardship does not nstitute a hardship in terms of granting the Variance." Mr. Baker stated further~ "1 reco end denial unless the applicant cat). clearly demonstrate consistency with all six (6) of he criteria.. And I would ask that you go lhrough each and ev~ one of those six (6) riteria in making your decision) and tell if you feel that it meets that particular criteria" S0"d l[L.S t>c[ L.0t> l[L.S t>c[ L.0t> I ....".._ ~..J e · U ~ ------r~ -:::j L-!.J Ir l"W 9S:t>1 c00c-90-~ON CITY OP \\IJN1E:t SPRJNGS MINutes BOARD Oil' Al).nJsTMlNT lmG'U'UR MEETING- OCTOBER. 23, 200~ (ORlOINALL V SCHlIDVLeD PeR OCTOBER.3, 20(2) P/\GESOIl1 Mr. To", Binford, 704 Chicopee Trail, M irlQ.1lc!. Flon'da; stated, ICIf I were to remove this si~ r think it would cause great incon enience fOt my customers and likewise cause me undue financial hardship cause the to of business:" 1vfr. Binford also spoke of having to remove trees and losing parkin spaces if his sign has to be removed and replaced. Mr. Binford read a letter of support from . Melton J. Smallwood for the record, and distributed a copy to the Office of the City lerk Mr. Binford aalced, <<If r have to mOVe my s gn back, r think I have to move it back three feet (3 ') from what r can ascertain from fading the Ordinance. Is the City going to compensate me for the taking of my prop that r can not use for the sign? ,!s the City going to compensate me for any parking p ce.!l r am going to lose? Is the City going to give me permission to delete those two (2) arking places which will make my property nonconforming to the City Code?" Mr. B' rd asked further, ur have to go _ through the whole application process, it is expensive, Is the City going to compensate us for this because it is an unnecessary fInancial bar ip?" Board Member Waters stated. "That is not for this Board to decide whether or not. U Board Member Taylor asked, "Were you vised of the five (5) year ammortization?" Mr. Binford stated. ''I got a letter like ev ne else, a certified letter." Board Member Taylor said. "So you have been advised there W8.Ij a five (5) year amortization starting five (5) years ago. To be in compliance before November 14tll of this year." Mr. Binford stated, "That is correct. I do not know about five (5) years ago. I got it two (2) years ago. r have got a letter to that effect.'~ .Board MeD)ber Taylor stated. "You have b apprised that the Board of Adjustment has six (6) criteria. that must be met?" Mr. B' ord stated, "Yes sir.. ..') Board Member Taylor stated, "." Could you start with th first and see how you m~t the six (6) criteria?'" Mr. Binford stated, "I do not have ose in front of me, I sw:ely do not" Board Member Taylor a5ked~ ''You were advised at we have six (6) criteria that you have to meet to approve the Variance?" Mr. Binfor said, uYes sir r was advised that you take that into consideration, you vote OJ) that a ordingly." Board Member Taytor Mked, 'Would you care to comment on any of th e that you meet?" Mr. Binford answered., ''No sit." Board Member Taylor asked, "Is it fair to say that you do not meet any of 1J).em?" Mr. Binford said, "1 do not know sir r have not read them. It is not incumbent on me to read them." Board Member Taylor ked, 'Were you so advised that there were six (6) criteria?" Mr. Binford stated, "I got metbing in the mail but I did not read it." Board Member Taylor said, "I see. so you go something in the mail but you did not read it. .. ~ Inl I f""ll.... ~f":Il""'" J ...... __ 90'd l~~S pc~ ~0p l~~S pc~ ~0p ~S:pl c00c-90-~ON 1"''''''''_ ......... ~ ~ l-AJ -- ---- ~ 11/~b/~~~Z 11:~( ,j.\::I/.jL 14 I;:):;) W.I~II ~ .;Jr n.,"tU-I .ua....J.IM'1 l CITY Of WINlBR SPRINGS M1l'tvres BOAR),) O'&' ADJUSTMENT REGULAR MSEro.rO - OCToBER 23, 200.2 (ORlGIN1\U Y SCtmPULED FOR OCTOBER J, 2002) PAGE60F7 Mr. Arthur 0. Duncan, 424 East State Ro d 434, Winter Springs, Florida: stated, ''If I move my sign back, if you will notice the (2) trees, I think the view would be blocked subgtantially of my sign unless I cut the tt s down." Mr. Duncan stated further, uy ou can see that between the building and the sign, there is area for an automobile to go through. Our clients and customers use the 0 (2) so tbat there is no temptation or need to back out on [State Road] 434. If I mov the sign, that is going to prohibit a vehicle from going through there." Dr. Charlea Martin, 501 Wert State Road 4, Wintel' Springs, Florida: stated, "1 think this sign Ordinance is very vague ~ and I . that we need to look into this thing and perhaps put off further action on this until w can straighten out a lot of the problexw that people are having with their signs". Mr. min slated further, ''1 think each individual should be looked at separately and a decisio made on that because 1 think we erc going to be back before you with a Variance requ as well." Discussion. Tilpe 2/Sj~ ^ MOTION BY BOARD MEMBER rAY OR. "I WOULD LIKE TO MAKE A MOTION mAT WE DENY THE RE ST FOR A VARIANCE BASED ON TIlE INABILITY TO M:EET ANY OF T E SIX (6) CRITERIA. I WOULD ALSO LIXE TO NOTE llIAT THERE IS S ME CONFUSION OVER THE SIGN ORDINANCE AND I WOULD LIKE AT 1'0 BE LOOKED AT BY THE CITY." SECONDED. DIScUSSION. VOTE: BOARD MEMBER WATERS: AYE BOARD MEMBER HERBERT: AYE BOARD MEMBER DILLER: AYE BOARD MEMBER TAYLOR: AYE MOnON CARRIED. IV. FUTURE AGENDA ITEMS This Agenda Item was not disCUBBed. V. REPORTS Board Member Waters asked. "What do we w t to do about ele<:ting officers?" 1.0.d ~[l.S vc[ 1.017 ~[l.S vc[ 1.0v l.S:I7~ c00c-90-~ON ~ · U ~ -=- -:-...:-. -=: LJf!3 '--' 80 . d l\::llOl ll/~b/~~~~ !l:~f l~(j~(~(OO \II.LI~ 'Co!"': ~"'!'l:I~\::I;:) .lJI....1JIJr I CITY OF WINlER sPRJNGS MlNUns BOAR.D 01' AD.JtJSTM.iNT REGULAR MBETlNO - OCTOBn.t3. 3002 (OR1:OJNALL Y SCHEDULED FOR. OCTOB8R 3. 2002) P A.GE 7 Of 7 MOTION BY BOARD MEMBER TA OR."l MAKE A MonON THAT WE APPOINT MR.. TOM WATERS AS OU CHAIRMAN OF rIDs COMMI'ITEE, THE BOARD OF ADJUSTMENT." SECONDED BY BOARD MEMBER HERBERT. DISCUSSION. WITH ONSENSUS OF THE BOARD, TIlE MOTION WAS APPROVED. MOTION CARRIED. MonON BY BOARD MEMBER DR. ER. "I MAKE A MOTION THAT WE APPOINT MR. JACK TAYLOR AS T VICE CHAIRMAN." SECONDED BY BOARD MEMBER HERBER.T. DISC SSION. WIlli CONSENSUS OF THE BOARD, TIm MOTION WAS APPRO D. M01:ION C;ARlUED. VI. ADJOURNMENT MOTION BY VICE ClLURMAN TAYLO . 1'1 MAKt A MOTION WE ADJOURN.'t SECONDED:' DISCUSSION. WITH CON NSUS OF THE BOARD. THE MOTION WAS APPROVED. l\tono~ CARRn:n. Chainnan Waters adjourned the Meeting at 8 51 p.m. RESPECTFULLY SUBMITTED: HOLLY N. PIERSTORFF MS~T~TOnmCITYC~RK APPROVED: fi THOMAS WATERS) CHAlRMAN BOARD OF ADJUSTMENT NOTE: Thse Minutes wml ~d Q lhe _ \BllVds and Cumtt=$\&Grd 61 Alljuatmcnt\all1lMINl1TBSII 0230 ~doe . 2002 DOll Of AdjuslrM)[ M~rtfra8. 80'd l[~S PC[ ~0p r HUL.. UU :-,~ ~, ~ ~ ~ ~ ~ l[~S PC[ ~0p ~S:pl c00c-90-nON ATTACHMENT D CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708.2799 Telephone: (407) 327-4761 Fax: (407) 327-4763 Parks & Recreation Dept. MEMORANDUM TO: John Baker, Current Planning Coordination FROM: Chuck Pula, Parks and Recreation Director RE: Wagner's Curve Final Subdivision Plan DATE: June 3, 2002 Regarding Recreation concurrency, please complete the concurrency application. (Attached) Thank you for submitting the recreation and open space acreage listing on page OS-1. Per city ordinance no. 2001-39 regarding concurrency. 1. Based on 158 units, the population to be served is, 2.72 x 158 = 430 population. 2. The recreation acreage required is 5.32 acres per 1,000 population (.43 x 5.3 = 2.28 acres reQuired). 3. Based on my review of your recreation and open space listing only track B .87 acre and track E 1.17 acres total 2.04 acres meet the parkland definition and size (sec 9-514-c page 10-11). 4. There is a deficiency of .24 acres (2.28 - 2.04 = .24). 5. In lieu of providing the acreage or a variance you may pay a fee based on the deficiency .24+2.28 = 11%, 11% x 158 units = 17.38 units, 17.38 x 300.000 per unit = $5, 214.00. If I can be of further assistance contact me at (407) 327-4761. ATTACHMENT E Final Subdivision/Engineering Plan ATTACHMENT F BOARD OF ADJUSTMENT AGENDA ITEM A October 23.2002 Meeting REQUEST: Public Works Department presents to the Board of Adjustment the request of Centex Development for a variance from the post development stormwater runoff volume not exceeding that for the pre-development condition. PURPOSE: The purpose of this agenda item is to consider a request by Centex Homes for a variance to allow post development stormwater runoff volume to exceed the pre- development stormwater runoff volume, as set forth in Section 9-241 ofthe City Code. APPLICABLE CODE: Sec. 9-241. Compliance with chapter. (e) Flow quantities off-site are not to exceed that prior to development. The stormwater runoff volume and rate from the "design storm", for the post development condition, shall not exceed that for the pre-development condition. Sec. 9.5. (a) The board of adjustment may grant a variance form the terms ofthis chapter when such variance will not be contrary to the public interest, and where owing to special conditions, a literal enforcement of the provisions oft his chapter would result in unnecessary hardships. Such variance shall not be granted if it has the effect of nullifying the intent and purpose of this chapter. (b) A written application for such variance must be submitted demonstrating that special conditions exist which are peculiar to the lands, structures or required subdivision improvements involved and which are not applicable to other lands, structures or required subdivision improvements. Application shall be accompanied by the fee for a variance as specified in the fee schedule currently in effect. (c) Before any variance shall be granted, a public hearing on the proposed variance shall be held by the board of adjustment. Notice of such public hearing shall be published fifteen (15) days prior to the hearing in a newspaper of general circulation in the county. Such notice shall also be posted fifteen (15) days prior to the hearing in three (3) separate places in the October 23,2001 BOA Agenda Item A Page 2 city, and be mailed to all persons who are record owners of property within one hundred fifty (150) feet of the subject property. (d) The board of adjustment shall make findings that the requirements of each portion of this section have been met. The board of adjustment shall further make a finding that the reasons set forth in the application justify granting of the variance and that the variances is the minimum variance that would make possible the reasonable use of the lands, buildings or other improvements. ( e) The board of adjustment shall make a further finding that the granting of the variances would be in harmony with the general purpose and intent of this chapter and will not be injurious to the surrounding territory or otherwise detrimental to the public welfare. (t) In granting any variance, the board of adjustment may prescribe appropriate conditions and safeguards, to such variance, and when make a part of the terms which the variance is granted a violation of any term or conditions shall be deemed a violation of this chapter and shall be punishable as such. Procedures. (a) Upon receipt, in proper form and with appropriate fees, an application for a variance, special exception or conditional use as delineated in this chapter, the board of adjustment shall schedule such application for consideration at a public meeting. (b) All such applications will be processed within sixty (60) days of receipt of same. (c) All meetings for consideration of a variance, special exception or conditional use shall be noticed for at least seven (7) days prior to the date of the meeting in the following manner: (1) Posting the affected property with a notice of the meeting which indicates the matter to be considered. (2) Posting in city hall a notice of the meeting which indicates the property affected and the matter to be discussed. (3) At least seven (7) days prior to the meeting, the board of adjustment shall also notify all owners of property adjacent to or within one hundred fifty (150) feet ofthe property to be affected ofthe time, date and place of October 23,2001 BOA Agenda Item A Page 3 the meeting. Such letter must also indicate the variance, special exception, or conditional use requested, and must require proof of delivery. (d) All interested persons shall be entitled to be heard as such meetings or to be heard by written statement submitted at or prior to such meeting. ( e) In the event a special exception, variance or conditional use is not authorized by ordinances of the city, the person requesting the unauthorized action must submit an application pursuant to section 20-28. (t) Appeals to the board of adjustment may be taken by any person aggrieved or by any officer, board or bureau of the city affected by any decision of an administrative official under the zoning regulations. Such appeals shall be taken within thirty (30) days after such decision is made by filing with the officer from whom the appeal is taken and with the board of adjustment, a notice of appeal specifying the grounds thereof. The appeal shall be in such form as prescribed by the rules of the board. The administrative official from whom the appeal is taken shall, upon notification of the filing of the appeal, forthwith transmit to the board of adjustment all the documents, plans, papers or other material constituting the record upon which the action appealed from was taken. (g) The board of adjustment shall fix a reasonable time for the hearing of the appeal, give public notice thereof, as well as due notice to the parties in interest, and make recommendations to the city commission for the appeal within a reasonable time. Upon the hearing, any party may appear in person or by agent or by attorney. For procedural purposes, an application for a special exception shall be handled by the board of adjustment the same as for appeals. (h) Any variance, special exception or conditional use which may be granted by the council shall expire six (6) months after the effective date of such action by the city commission, unless a building permit based upon and incorporating the variance, special exception or conditional use is obtained within the aforesaid six- month period. However, the city commission may renew such variance, special exception or conditional use for one (1) additional period of six (6) months, provided good cause is shown and the application for extension shall be filed with the board at least thirty (30) days prior to the expiration of the six-month period. Any renewal may be granted without public hearing, however, a reapplication fee may be charged in an amount not to exceed the amount of the original application fee. It is intended that provisions contained within this subsection are to be retroactive to the extent that any variance, special exception or conditional use previously granted shall become void if a period of time in excess of twelve (12) months shall have lapsed, and a building permit based upon and incorporating the variance, special exceptions or conditional uses has not been issued prior to expiration of such time limit. October 23,2001 BOA Agenda Item A Page 4 FINDINGS: 1). For post-development projects, the St. John's River Water Management District requires projects to not exceed the volumetric rate of the pre-development volumetric rate only when a site is land-locked or when a site discharges into a known flooding area. 2).This proposed site is not located in a known flooding area and is not land- locked 3). Staff recommends that this section of the code be adhered to when discharging into any system operating at a LOS of C or D where, LOS C is protection from a lO-year, 24-hour storm event and LOS D is flooding from a 10-year, 24-hour storm event. Since there is no reported flooding for the proposed site, an anticipated LOS would be level A. LOS A is protection from 100-year, 24-hour storm event. RECOMMENDATION: The City Engineer is in favor of this variance request. ATTACHMENTS: A - Variance Application B - Memo from Madden Engineering, Inc. BOARD OF ADJUSTMENT ACTION: ATTAck I.EOAt,. DESCRIP1'!ON. . .' . ' ". :. . 5,4R-ODOO,.;O~OO 'l'AX,PA1WEI.. ~D!Hnti:cA'1'IOt( N(JMB~:~(,'.10-.30;5AR.ODO'O.OI8~.+.,:Hr..<O.~O- .' .' ,~> . 07/29/2002 MON 14:10 FAX 407629.8336 1B ATTACHMENT A.~~D~PT, --.. a7/29/20E12 139:58 .~~. . . ;', "r .. . r . '/ .":.: f'."< , ;.-: I . :... .". . ":'. . .~ '. . , . ~:-. "/r , ...~:.I~~/. l' ;,., ." .~ - ;,.;:- . .- ...,' .' .". . '.' I' _.\",,":.-;;':':...'. .". '. 'Il~A~D' 'OF..f.PJriS.'.r~.a;H~ :~IP; tIa~T)p~.:.,,:'.;. ... . . J.' "QI.T.~.. O~~'R.i~'l'Ef(~ ,:-t;~~Jt~*,.,:."~~...;",,,:.;.~; ,'-:". .:\l:;.';.'.\ .\iI'.. "~' :. . ,';: ':1:'l.~.S.".tA:ST~llTM'E~ '\(~~f4\jln:'~:r:,;~~.t=;Y~>'~': :-- .r,..,:,........',.:.;:-...L.; "'. W INTEft.. S~lUHos..: PL. ~.~;&.7Q8~.2i9.~' . . _ .(4.()?>327~lS9Q.:'." ." ~~., ".r.;,:,.-. "" 'J1!.. _"" ....... I' '.~'T . . ~-"". ,.:,' , . FOR: ~ SPECIAL ~CEPTtON VA'ti%Al'{Ca: '.ClOND%'1'IOliAI. USE AD~%NIQ~RATtv~ D~CIS~O<< ..... J.. APP~:rCAN'l': ~efl+e.)( t-k>m~.s of'f Jor;da) ~~.. 'PHqN*~'.Ij~ 7- ~ uJ- ~/3q Al>~R.'~: 385" :1>0 ~I a 5 A, i." Sr., ,,00"1 :A 1+~91o" ~4 ,~~r~ < ;-t t.., 3<1 7 J '" '" '0",0" or R'Qo,,~, I?~~yeotii' ~ae~~~.. +0 +1; ~~. v.; ~+ :1e.~~~yP~d~OI.u.mit..__ 'o--In,_ r.c =rl'(J.. rp.~.="r'~_ _ '1. " 3. ATrACH A COP~ OP ~Ht PARC~t SU~VEY. ',' 4. A~TACH AN 11 x 17 HAP BHOH!NO ~HR SUBJECT PR~P~~TY ANn SURROUNDING PARC~L8. s. 6. . 7, LOCATION 'O~ PAROl!:CI St raet:!) : 3 W i (\~et" . ~,!cl/Ol' .:Nlurllsl: Cross s, . C - I PRESEN'l' ZONIUO, ~ FurURk.tAND UBE: . . Ynde~&~and that city ot ~inte~ Bp~ings Official! p~op&rty to inspact th~t ro~t1o", as relates to .' B)' 8i 91'l!ng bel ou' I m~y ont.r upon my thLs tppl!~~tion~ (If th4 appHc;8,nt ia not the Qwnu' of thb subjeot Jl~apedr, the a.pplicant mus ~ ~ttllch ll. ll'lltte~ of authorization s19neQ by ~he camer) .' , ~lc.ho."-,l J. OJiyey- ) LiJlnd ~~lOpMef'\+ Jvla.no..8tr X~li{Je~~ '. ~-~WATt1Rg. '. PERSbNS hRE ADVISED 'l'HA~, IF THEY DECIDE'TO AP~EAL AN~/btCISIONS HADE AT THt62 MEETINO~/HEARINOS, THEY WItL HE~ A.R~OORO OF THE PROCEEOlnQS AND rOR SOCK PURPOS~I THEY WILL NEEp TO %NSURE ~HAT A : VERBA'I'IH"REOOR~ PF XflE PROCEEDrnO:!l Ie MADE,' AT' 'l'HE'IR 'COS'1'. WS{ICH .t .- Il"fCLCDES 'l'HI!: 'I'ESTIMONY AND EVIDENCE UPON HH!CH THE APPEJ\I. 1& TO DE:.. > BASED, PF.:R SF.:CT%ON 286.0105. FLORIDA B'l'A'I'O'l'EB 'J.' Sl:CTloN 20~B4' - AJi'Pf:hLS F1\OH DA'cI"sIONS OF IJIHE 1.l0AIUl Oli' AD.JOS'I'KEN'I' (1) An~ person, or p.r~ons, joi~tly or D~vB~ally agQrieved by any ch:ddol'l of the !lo4t:c1 of ~djulltmllnt: llIay, within thirty (30) d~Y5 af~ar the filing of any ~~Qf~1on in th. oef!c~ of bke B04.d ot Adjuatm4nt, b~t: not tharellttel:', apply to' tMI city CO\lnc!l for admin18trativ~ ~ft1iaf. Aftar ~ hc~~inv.before I:he City couoQ11 ~n a99rl~ve4 party may, ~1~hin thirty (30) daYlI a~ter the decision of thQ City Council, tile an Il.PP Sll. 1 w1l:h lI. oo\trt 'of eompAt~nt ~Uri~diotlon over the ~~hj~at mattar~ ' '.1..(jT~' " - ..... . '. . J-"'::~_." _ . . ", ~ ".... . [4J 0021002 ',," W~~'i ~~~~:9 I~t~~i ,:~~i~l; '. ,.~1f!~,~.~ :, "': ' :i;:;.,;','::-' :.': ': . .:" ....,J~ ~~'"\~.. /.,. . ',' ,.. :.:.,;~^,.~, _~ u ..' :' ..'W:!~t~f;: . \ t~..~ ~i..~~" . .... :~"@~:\~~i*'-:'" :.: .,. . .: ~. ':~i~~I' '~l.~':., :. . '''~~'':I:it ":../ L,' I . -;\f,,(,J.~'. '. . . '. ..<5;:{~ ~~'1f;;" ::: ': ," ~~l""'~,1!?"\ . . :-;~tl~~':. : " .:. . . ,',' . ~--'..r,"~""'" '. , ~ ~~~~.=:'f~~.~ . \$. . . h "ion .."- - .c ':. {~'~:{}. 1\,... ..').. .:~Y:':. I ",I l; . ',' ..-.....:;...' :" '; \.~.~.f "... . . .... ~. ...:-? ., " " ~ ~~. , . 0," .; 'I'"'' ~: . '. ," . .....: I',:' ... . /" . .-;... VOfJUflUUl r~L U~:5V FAA 4076298336 ~OOllOOl ATTACHMENT B -MEMO- MADDEN ENGINEERING. INC. 431 E. Horatio Avenue, Suite 260 Maitland, Florida 32751 Telephone (407)629-8330 * FAX (407)629-8336 To: ATT: Fax #: City of Winter Springs John Baker 407 -327 -6695 From: Date: RE: Denver M. Marlow, E.I. Friday, August 30, 2002 Wagner1s Curve Variance Request Mr. Baker, Currently we are applying for a variance for .the Wagner's Curve project. The variance requested Is for the Pre verses Post Development volumetric difference criteria proposed by your code. With the support of Ms. Kimberly Hall of your office, It was agreed that this site does not fie, nor does it disoharge to an area which h.. historical water management problems. As per St. John's River Water Management District criteria, sltee such as these are exempt from the volumetric comparison. We respectfully request this variance with the support of your staff. If you have any questions or concerns, please feel free to con ct me. Thank you. NUMBER OF PAGES (INCLUDING COVER SHEET): 1 :0 CL 'iJ ~ ~ an sea e an . rrl . a Ion Winter Springs, Florida July. 2002 Prepared for: Centex Homes 385 Douglas Avenue Suite 2000 Altamonte Springs, FL 32714 1. Revised per Staff Comments Dated Sept 02, 2002 Surveyor Biolo~ Civil Engineer Madden Engineering 431 East Horatio Ave. Suite 260 Maitland, FL 32751 daly design group inc. Land Planning, Landscape Architecture, Project Management 861 W. Morse Blvd., Suite 125, Winter Park, Florida 32789 (407) 740-7373 fax - 740-7661 ~ ~ ~ " (; @ :E ~ c/) z ::J CL a: Q::: ~' '" ~ ;.- ~ . '" g :; ~ c: ' Ql . ~ " o Cl >- ~ U : Morgan Environmental 740-Florida Central Pkwy. Suite 2004 Longwood, Florida 32750 Asm 320 E. South Street, Suite 180 Orlando, Florida 32801 Location Map ans SHEET INDEX SHEET DESCRIPTION ~RECEIVED 1 Overall Site Plan ,. NOV ~ 7 2002 2,3 Hardscape Details CI1Y~~~~~~~IN 4-7 Landscape Plans & Details NOV 0 6 200! 8-11 Irrigation Plans & Details 12 Tree Preservation Plan ---- End Brick.Column~ Fencing Existing Retaining Wal to Remain ~ gj ;'~_'~'U'" #14 I ~ ~ i t...... -"-1 I ~ I, If' l' ............ .......,,"< , .....~ I -''''. i "'-,......."......, ..........J ~...........~-~......~...............~..............~..... ~.... ! 15 ~ t , , I , ~ ~ ~ I , tun",,,nn 19 #20 t.................. 1 ....................."................,..... ...1 , 1 ! , ' L.......u.".>........",,,............,...,..,,..........,,.................._..........,4U'......'.....,."".......>"........,......-._....""'...."...t ..--"--:0-"--"--"--"--"--"--"--"-, ~ / ~, ~ 1 __..--..--..--..--n--.--..----. ~"'" I / '" ..,\ I ( '\\\\~\.... , \.>, il ' ">\. "\ ,.... I' , ~ , . ~ I , " : ~ \\ I ' ~ ! " ~ I ~ . I . i Pond ' I "'L1 I : I I I ! . B Rail Pvc Fence i I I ! . . I { l ) \ \ .. '\ ..---..--..--..--..--..--..--..--..--..--..--..--..-----/ \. "- ./ ..----~.__..__..__...__..__..__..__..__..__..__..__..--,..,..... '--l I , ,---"- I ' II I !' I II I l I I C\J I' ~ l I .___J L_....-. 7 ~ I\:) I\:) I I' I I /1 L.__ #2 #28 1 ! , I L...................""'..'.'...........n.nnn...n...'................................'''.......................................................1 I I I l l........_.....-....................".....................-.-........-........_..............._..........J M ~ Begin 3 rail PVC Fencing -------------------------- 4811 Ht, Bufftech PVC Fencing, White, Canterbury style install per manufacturer's specifications, 525 1.f.:1: ~ ~ g> U rfJ o Iii ~ ~ rfJ ~ ll' [Ii y;,' ...J ;! ~ ~ R ~ g -=; 5 '" F Ql E , " o o '" ::: + 1585 If of 3 rail 4811 white pvc fencing, 'Hufftechll ~ Thomas Daly Registered Landscag Archit t Re . NORTH II 50' 100' 50' 0' u r ~ 0) .s::: .;::; "5 CI,) ~ U ..... ~C'? E~ &t'-;- (50 :>~ (])r---- Or::::- .....~o s:::~ Em (])oo O)r---- ",N s:::C'? '" co - ~32 0 ..... 5 t)- C (])LJ.. .~ .::.:.~ -- a.. Co Q. ~ a.. ~ '- :J ::3 (I) ..... - t) c: o ~~ ~.c::.:~ 0> ~ it) 'c::(~ (I) C g.~ 0> t) :J CI)(/) ...... ~ :' (f) S:::-o <0 > (l) -: m 0)<1> \J .S en s::: 0 ~ s:::~ ~ - o.:~ CO -g~ ""0 <0 <0 -.100 ~ >- ~ en C\J ~ C\J Q. Q) en u z Q) 0 10 ~ 0 (/l a: .- c () Q) CJ) E L.U E 0 0 u 1ij ....... en '- Q) 0... ~ L.U C\J ~ q 0 a ..- .- a:j a: en c:: m - D..Q) ~ c::(: co 0 -0 is: -- :J .t: roO 0 .$ iI: C) ui cJj -t: en 0> '-- c: - L- .t: =: ~(]) 0. It C/) i: Q)C$ 0. C> .5 6 com~ ~~ "'C c:: m ...J \... ~ PROJECT NO. 2011a SCALE 1"=50' DATE 06.02 SHEET 1 OF 13 I I I , I I I , 1 , 1 I i I I 1 ;;=-n---:TI--"=;::'~:;;-;::rT' -- !rd II II 11111 q II ! II I 1,1111'111111111111 III L 21-6" ~ q II I' H II il ,I Ii !. I 1,1 1111111,111111 :~!i; ,II III 1 I II q I I'" 'q I I !I/I! IUlIl11I111 , ",,_,tL,,~,L_L_-"k,m~"m,,!_L,t"m""1 I / I I I , I ~ ~ I I j , 71: Cros alk wi oJ<.. , 12" crete b '",!, ~, 6' .~" ~ "" ", <. ~~ " ~ Cente~ Line f cr walk 1"O~ . " '<;'<~~ ,:z.<: '"' /," at Sta710 10 + 34' .. ~ ~~-( {:,{-,~ ()V~!i; ~~. :> ~'''''')Y< X .J'''~~, 7Z~'v /;: ~l~W-"~ ~~ ,'~~,"" "~..,., ~~ 'IX , '~ it! ,f' ~ >.~ ;--:i-:' .. ' .' '/ (', ..' ... . , ~ :<-.~'<> j/ , ~~ /.~:"'I ,'. 'Z"'~' / :'<~'0 40'-0" """"II b. ' '. " . ..}:::iT-" ~. .~~'~-(: ','!: .' :~.:f- ~:?: >, ~ L d,., '0'" ' ~>-.? <Q Q- ,'. () "0 ~ <' / ,'~,: :i~, ,~/ J' '< -1 P:: ~o~~~ \'(j o~ // ~<:f: .~~, ~ Begin Fencing ,/ ~~~;; ~ ~~.~ .)'~"-.~... Jo ... O:.;:i /. ~,~ , >~ ~/ ,}:) /'""'V-~ Begin FenCing IN} o~ X'~' Y'/ cv:-: ~ "<::t~. on wall~f:!<''; 1" ,~ . f'\ /" /" o;>~,P"'~ / \ # ~ V':'~ , f'\\J '(. ,.........-. > ~ ,/ \\X~// /' ~'+- .....:~~::>'>,:);Y ./ "" /(... '2-,\,0 Arch Over Walkway , ~ ~ o~ ~ --.--" '. '?) #:- - --- - ." .0 -:::r- - -- - ------ \\ ~ 30" x 30. Colurl Typ, ~0'?J '0 ~ Tree to remain typo Gazeebo by Owner 30" X 3011 LR::J Column \2/ W301X30" \2/ Column 3'-6" 2411 gold letters mounted to face of wall PlanterlSi nwall Wall Elevation scale: 1/4": 1 '-a" .....-..... I~ -+-+ 18 I I I I I I I t I I I I Concrete paver 2" Sand base 4 x 8 paver, running bond pattern, Color by Landscape Architect Finish Grade ~ t Compacted Base ,~~;.:~~:.:.. !~:.~~:~.~..:~.:.. ,"::., ",' : ". .~. :~ .. ~ . .; Ai ..~, Co - .---- r-- I-- t--- - f-- t--- - - - f----- - 12" Concrete Band t--- -- at Station 9 + 85' f--- - r- - - - - r- - I-- f--- - t--- - ~u:~ 17a ~ X , ~ 2.) ,1--- t Concrete edge restraint Jr.: ~ ~~ ~ ~ical Section o to Scale 12" Concrete Band at Station 13+ 44' j O#:- ~o~ ~ ($' .. ~ o Tvpical Paver Walkwav Detail I 2 )NOtTO Scale - Pattern Detail Not to Scale I ~ ~ 0./ L- ~:'~ ~,:;;:~'~,:~ ~~ ~ '~"'- ~... --- '2'/ ,,' . (/7"".,. .~~~;. ~.;', ~ "/;o::t7/ '"''')'''7':;-''' ,,'" ~ /" oi" ~~':~.)ff" ~ry;:' '.. ,." " --'., ':.. P) I Y,ll. ,,) z ~ j, ", " '.. ~ 1// '. ',.:' ,',' ',," , . ...............~ffY.,': '" .... v' " o ...........~, "'.' ~~..... O ~/~,,""",~ ': ~ '~ ~y . "'-VI '" ", y).;)::< " "-v . '," :;() 1itI" ~~:~>::q'. ,."::.' ~""1 ~ . ~ ,'" J~,. 7~'" .., " '7 ffi 9X6and6x6 o apian stone pavers, 2 color by landscape architect v 9X6and6x6 ffi apian stone pavers, 0 color by landscape architect 2 Key Pad Entry EB ~ '.~~ ., ~ Retaining Wall (see civil plans) 12" Concrete Band at Station 13+ 40' ~ O#:- 1" . "> a: ~ ~ ~ n.; -'" '. V""" " ,..1); 24"0,(1 ~,~, ~: 4i' ' ", ,: ~:~~,t~, !; 1t :~ : ~~:~;:;' ',,::, ~~~ ' ',,- ~ .... ~,. ,. 'y ~~ )) ''.. II ~; L 30"X30"LK~%~ ;, ,''''r,~/~ , V. Column \.v" ~: iW - ___ '-.... - ...........! 3~Cl.. 1 2 + 00 "" ~ - -- """':--f- ... ~ ~ ,,~ - r.;> ::::-::.-----+------___~----- "lIII "oc. 50 ~ EB ,\'0 '\~ ________ 6' Brickwall 1" S~C ~ .-Ic. "--- 3 ~ ~SS,\V LK\ ______ 30" x 30" Column W Begin Wall (Center of Column at Station 10 + 60) \~ "O'?J 12" on crete Band t station 10 +65' (K\ \ 3 30" x 30" '\... ..,) Column - /I ~I / ~ '-- ,#o(:J. fl. ~ o#:- ..'(j .},~'+- '(j ~. . -- 0* ($' . n" 07>'+-. o~'+-. , \" ~ -<.~~ ~ ~ l (fJ :r i,1 " 48" Ht, Bufftech PVC Fencing, White, Canterbury style install per manufacturer's specifications, 525 I. f.:t ~ R (fJ z :5 Q. a: 9; Entrance Feature/Gated Entrance Layout Plan 1 n=20' , (fJ ..J (tl ~ 5 C>; "0 (tl g -=; S <Il C '" F a o o >- ~ u Backfill w/g rave I Backfill planter w/planting soil per landscape specs. Standard 6' brick cap bound with 7/8" wall ties every 9" Norwegian Masonry Wall 9" ga jOint reinf. @ every 3rd course #4 bar at 36" o,c, dowel to match vert. reinf. 25" lap splick Weep holes 2411 o.c. 6" x 8" 16" emu block wall 2 #4 cont. 12" x 12" concrete band around edge of pavers with (2) #5 bar continuous ;: 4" X 811 concrete pavers, I / running bond pattern, ,> .~ . , ",-:' color by Landscape Architect 9"x 6" & 6" X 6" Apian Stone concrete pavers, color by Landscape Architect. 2" sand base Road base and subgrade per Civil Plans Intersection Pvmt. -J- crosswalk CD\ Tvpical Pavina Detail \V Not To Scale Relocate signal controller (see engineering plans) Existing Sidewalk '\?>~ <Xl .~ -- ~ ~~~~ ~o~ .. '0\, ~ ,. T Y" 16'-0. -L [l; 20' X 20' Gazebo by Ower .s.,df. ~,,~ ~. 3' Paver Walkway ffi '\'~ >~~ -<.~ ~ o#:- ~o "" .. #:-. . 1 0 \C,+-O~ ~~ - ... ~ Thomas Daly Registered Landscape Arc' e Rs NORTH 20' I 30' O' 20' r , 0> .S =s ~ - iM E~ ~6 ~v ~~ _~ 0 ~v Q)- Em Q)CO 0,1"- CON c:C") . ~:g () - 0 0- C Q)lJ.. '5' ~ .- a:~ Q. ~a.. ~ .... :J .2.! o c: e Q) .- ~~ .c: ~ 0> elO 'c:(~ C Q) Q) ~;t: 0> o ::::s Cl)cn .- "0 :' en c:'O co > Q) ...J- CD ~ "'0 c: Q) '_ en c: .... c: 0 ~ co~ - ct . (tj "O~ C:T'"' "'0 CO <0 ...JCO ~ >- ~ co C\J @ C\J Q Q) (/) u Z * 0 i= 0 c.. (/) a: - c () Q) (/) E UJ E 0 0 () 1ij - (/) '- Q) c.. f:! UJ f:! ~ ~ 0 ..- > ..- UJ a: en c: CO - a.. ~Cl) c: 0 ....2: CO .- Q):) .... '0 CO ~(j 't: 0 .Q: iI "- Q)en en "- C) - (9= c: "0 s- 't: ~ 0. c:: Q)Y) CO .... c: .... :J .! ~ o C).~ >.m~ CO ~~ (,) en "0 c: CO -oJ \.. ~ PROJECT NO, 2011a SCALE As Noted DATE 06-13 SHEET 2 OF 13 r ""'" Bottom of fence to be 6" above finish grade '---- Finish Grade 30" x 30" Column (typ.) EB Double Course 611 Standard brick arch 30" x 30" Column EB o C 0. :J e 0) c 0) .- CJ) Q) -0 ~ crs -0 0, .5: ::!:::: ~ t: 8 - t:M (1)1"- EM Q.o "';- -.0 ~~ ~2- ....:-~ t:- (I) ~~ 0,1"- <'ON t:M ~:g 13 0 <bLL. .~ ~~ 0.. ffi ~ll. ~~ \;;;.N 'c:(..... (I) 0) ~:!: ~~ ~ :- <'O"C -J~ ~m 0,0) .S: e e 0 <'O~ a:: "t)3: t:..- <'0<0 -JCX) General Notes: General Wall Notes: 4, Walls to be at least 15' off of property lines unless otherwise noted. 1. Retaining wall design is based on a granular cohesionless soil w~h the following properties : Total Un. Weight Compacted ,........110PCF Allowable Bearing Pressure h....__...2OXl PSF Passive Lat8fsl Coefficient .............3.00 Active La1eral CoBffici8f1t . ....m... ..0.33 % Passing #200 S,.ve.........5 M.ximum Wind Lo.d...............110 MPH Exp."8" (per ASCE 7-98) 2. Provide wall joint at 2(J on center. Continue horizontal reinforcement except discontinue joint reinforcement and provide 1 #4 in solid grouted cell on each side of joint. 3. Brace wall as required to maintain wall in vertical pos~ion during backfill operations. 4. Concrete work shall be in accordance witI1l>Cl 301301-89 'Specifications for Structural Concrete for Buildings.' 5. Concrete shall have a minimum compressiVe strength of 2500 PSI at 28 days. 6. Concrete masonry work shall be in accordance witI1l>Cl 530.1-92 'Specifications for Concrete Masonry Structures' 7. Concrete masonry un~s shall be in accordance w~h ASTM COO, Grade N, Type II and shall be of a type such that the cores line up vertically. 8. Masonry mortar shall be in accordance wlh ASTM C270. Type SorM 9. Grout for masonry work shall be in accordance w~h ASTM C476. Coarse Type. and shall attain a compressive strength of 2,000 PSI at 28 days. 10. Provide 9 gauge ladder type joint reinforcing at 16' on center vertically in all masonry construction, Lap joint reinforcement a minimum of 6' and discontinue at all wall Joints. 11. Masonry joint reinforcement shall be hot-dip galvanized steel wire in accordance witI1 ASTM A82. 12. Reinforcing steel shall be in accordancewfth ASTM A615, Grade 40. 13. Lap splices for masonry reinforcement shall be permitted provided lap splices are a minimum 48 bar diameters in length. Aluminum gate 3/411 crossrails 3 011 X ': 1, All dimensions sho'Ml on layout plans are to the center of the ~ walVcolumn unless othefwise noted. 2. Wall layout and dimensioning to match unless otherwise noted. . I sland wall with 3/4" picketts 611 o,c.\ painted single row lock cap ffi black. gold spearhead finnials 3011 x 3011 r 3011 x 30" Column ~ 30" x 30" Column EB 6' Brickwall \\ Gate post with ball cap ffi .... ~Irl . ....F. ~ :r;i~ = .;;;::;:x::; ~ I- ~~s: ~ r. ~;;2;: 'l1li H '~rt: - ~,.L ;Q C ':r ;:z;''' I L I- E'i~::!: i- '-l r"ll-~;T " ^f"~~ aa ;X:x;.'" 101= ;;t:d:::x: I- IIIII1 ~~ '{'" """" N' .JL I III " 11111111111 "'" u "T;"" , ;;;L:t:/' :: ~i:~ 1= r:;:r;:x.1' /_1- :r:~'h' I- m,. ....,~L.. ,,_ I"'" ~,"'-/ i- N' m 1= ,,':.:1; .. "".,/", I--- ~ ';;Cr:, '" ~~ .. ,Xu mu ':1::-:;;-;;;:;, ;;'-Tt.,.. 1-" I- .J:"~ f? ijfXf; 1::2:% ';rh..;::$: I- ....,,'"', :i:;x;X" :X;:iX II ;;i;;;;;",,';;' :r: ,u,hn~ H, ~ ,~h.."'V, f::t:~~~ I "[ ,;.;;, ~ uq,~,,___J. .. ,!.......I. .. #'Y::;!;..;r:..;!..,~;:;1 "'r N ..... /. .h " II P \ 3. All walls to be parallel or perpendicular to right-<lf-way unless otherwise noted. 5. These are design development drawings only. Contractor shan provide structural engineering and building permits for an structures shown on plans. 6. Contractor shall be required to supply all structural engineering calculations for all walls and columns shown on these plans, signed and sealed by an Engineer licensed in the state of Florida. These calculations will be certified to meet all state and local building codes. 7. Contractor will be required to secure all permits from Winter Springs for the construction of improvements shown on these plans. Wall to be setback 9 Villa e Entrance Gate Elevation scale: 1/4"= 11-0" from back of curb edestrian Gate 8. All aluminum fencing and gates will be welded at an joints and painted black 9. Brick and mortar color to be selected by Landscape Archftect. 10 Contractor shall be responsible for field verification of an improvements. Should there be any discrepancies or necessary field adjustments. the contractor must notify Centex Homes and/or the Landscape Archftect prior to commencement. 11. All walls will be maintained by the Homeowners Association. #4 BAR@3B"OC STANDARD (f C~ BRICK BOUND WITH 7/8' WJoJ..L TIES EVERY 9" ~ ~ 1 ~:~= 3'-611 @ EVERY 3RD COURSE 6" NORWEGIAN MASONRY WJoJ..L 24" x 24" Column EB 5-611 Aluminum Fencing, ~II square pickets w/(2) ~" cross rail painted black. w/gold spear head finnials Decorative Aluminum Fencing ~Il Square pickets wI (2)~" cross rails painted black wI gold spearhead finials ~ C\i Q Q) CJ) "0 Z Q) 0 ;3 ~ (/) a: c () Q) CJ) E w E 0 o () :t= oS CJ) '- Q) 0.. ~ TOP OF FOOTER 4 TOP BAR @18"O.C. '/,','A',' ,',,',' . T L i~",'~'" ~ A' ,: ': < ~ ,_ r ~..~~ H.a><< OO<VO 3'-6" Wall Detail scale: Not to Scale ffi Sign Wall 1 91-611 DCJvIiEL TO MATCH VERT. REINF 25" LAP SPLICE GRADE S.R. 434 Fence Detail scale: 1/4"= 1 '-0" Entrance Feature scale: 1/4"= 1 '-0" ~ w ~ ~ 0 0 ~ :> ~ LJ..I a: 4 - #4 Vert reinf each comer in solid grouted cell 4 - #4 Vert reint each comer in solid grouted cell Commercial Pr Residential Pro 100 00 o 0 D D o 0 ~OD DOli Plan View en c as - Q.Q) ~~~~ Q. as t) ~ 92 .gl rii I0..oI.....(/)0'> 1ft ...... c: \,u - L... '1:: ~~Q)c% "'CQ)CCi> .... C. ~ ..... as '-'I ,5 .,...COro:5: -J..~~ "'0 C as ...J Filter fabric Drainage aggregate Versa-Lok Units Color by Landscape Architect. 611 Minimum granular base 5'-6'1 Aluminum Fence #4 BAR@36'OC STANDARD 8' C/iP 8RICK BOUND WITH 7/15' WJoJ..L TIES EVERY 9' 6" NORWEGIAN MASONRY WJoJ..L SEE PlAN VIEW FOR REINFORCEMENT DEl AILS 6'-611 SEE PlAN V1~ FOR REINFORCEMENT DETAIlS 6'-611 Wall Detail 6' Brick Wall Detail scale: Not to Scale GRADE ~ TOP OF FOOTER 8" MIN, t- 3,~T~ COVER :36" 30 X 30 Brick Column Detail scale: Not to Scale Brick Cap Detail TOP OF t.lASONRY ~ TOP OF MASONRY See civil plans for wall elevations Fin ish grade 9 GA. JOINT REINF @ EVERY 3RD COURSE 61_0" DOWEL TO MATCH VERT REINF 25" L~ SPLICE 9 CO-' JOINT REINF @ EVERY 3RO COURSE 9 GA. JOINT REINF. @EVERYSR:lCOURSE '" .J GRADE TO BE CONSTRUCTED OF FOUR COURSES OF NORWEGIAN BRICK 4-#4 E.W. ~ TOP OF FOOTER OOWEL TO t.lAl"CH VERT. REINF 25" LAP SPlX:E ~ .... ~ ilj lS ~ ~ t ~ Ii3 ~ ~ <f) z :5 ll. II: II: -, ~ '" ~ ~ ~ ;; 5 '" ~ ~ Install Versa-Lok wall system per manufacture~s specifications scale: 1"= 1'-0" GRADE 8" ~ TOP OF FOOTER Versa-Lok Retainin scale: 1/2"= 1'-0" J 3 24" X 24" Brick Column Detail scale: Not to Scale Thomas Daly Registered Landscape Archit t Re . PROJECT NO, 2011a SCALE As Noted DATE 06-02 SHEET 3 OF 13 ...- ~ t) Plant List ~ 0- ~ ~ ~ Existing Sidewalk Symbol Botanical Name AJ Trachelospermum asiaticum minima A1 Annuals A2 Annuals AZ Rhododendron azalea 'George L. Taber' AZD Rhododendron azalea 'due de rohan' AZR Rhododendron azalea 'Red Ruffle' CA Crimm asiaticum CC Cercis canadensis CR Cycas revoluta GA Gardenia augusta HH Hedera helix HRS Hibiscus rosa-sinensis INS lex 'Nelle Stevens' LEG Liriope muscari "Evergreen Gianf' LI Lagerstroemia indica 'Muskogee' LJT Lig ustrum japonicum Tree LMG Lantana montevidensis, gold LMP Lantana montevidensis, purple LMW Lantana montevidensis, white NOD Neriurn oleander 'Dwarf MG Magnolia grandiflora 'DO Blanchard' MGL Magnolia grandiflora 'Little Gem' PB Plumbago capensis QV Quercus virginiana RIA Rhaphiolepis indica alba TA Tabebuia chrysotricha va Vibumum odoratissimum SOD ST. AUGUSTINE Fencing and Columns Limits of Sod Matchlin , (Sod) &~ ~ sr<Ysr Existing Sidewalk #1 Limits of Sod (Sod) ~ ~ ~ "0 ~ Ch 1< W""'mm X Om_.M" X ...__m" 'j( __......... )( _""'n"". )( ""-,, )(. _m_m )( ",,,-,,-, 1< "_""h :f, w""m,m X ..._..mh J( '_W" l\ 'W_W". )( ,,,,,.mm' )(.""n_, X w___ X ,-,,- X ___,,_n X wnm_ X "---"",, l\ 'mmmm :;s '''''''~,...,.......... '. " /-{m_n" /1 "'t. , ......... >< ./ ~ :!! ~ ~ :5 0- cr: !; en' -' '" NORTH ~ r ~ "0 '" g :; :> '" F '" E ~ () o Cl >- :5 30' 0' () Common Name Dwarf Asian Jasmine Various Annuals Various Annuals Southern Azalea Due de rohn Azalea Red Ruffle Azalea Crinum Lily Eastern Redbud Sago Palm Gardenia 'Miami Supreme' English Ivy Hibiscus Nelle Stevens Holly Liriope Evergreen Giant Muskogee Crape Myrtle Ligustrum Tree Trailing Lantana Trailing Lantana Trailing Lantana Dwarf Oleander Southern Magnolia Little Gem Magnolia Blue Plumbago Live Oak Indian hawthorn Gold Trumpet Tree Sweet Viburnum S1. AUGUSTINE SOD ~ 30' I 60' Thomas Daly Registered Landscap Architect Re r "" ' 0, ,5:: :t:::! =:3 CI) a (.) ..... iC") E~ 8-'7 _0 ~"I;f' 0)1"'- er::- 0 -' ~ t::_ 0) EO> 0) co 0,1"'- CON t::('I') . ~~ 0 - 0 o- r: O)LL '5' ~ .- t,,;;,.:lC: 0.. m 0.. ,[L ~ '- ::J =:3 Q) - .... o c: 0 CD .- ~S L J:: , 0> el.O q:~ C 0) Q) ~:!: C>> o ::J Cl,)C/) .- "t) ;' en t::-o CO > Q) -J- al tnQ) '"0 .S; ~ t:: 0 ~ ~~ - a: ' en -oS t:: ~ '"0 CO co -J co ~ >- 5: co C\I o o C\I C\I Q Q) Cf) "0 Z Q) 0 co r= o 0.. $ a::: c 0 Q) C/) E w E 0 o () ~ U5 ... Q) 0.. ~ ill ~ ~ o 0 T"" ~ ex:: (/') c: CC - a..(l) c: c:~ co co 0 -0 - .- :J 'C a..mt)~ ~ .~ en ~ rs L... - c: - s.... "i:: (/')~(l)c% "'0 " " c: ~ c:\U~- co C. \JI ,~ I coca 3: ~~~ "'C c: co ...J "" ~ PROJECT NO, 2011a SCALE 1"=30' DATE 06-02 SHEET 4 OF 13 Plant List ~ )t. i I ~ .'" 1 1 Svmbol Botanical Name AJ Trachelospermum asiaticum minima A 1 Annuals A2 Annuals AZ Rhododendron azalea 'George L. Taber' AZD Rhododendron azalea 'due de rohan' AZR Rhododendron azalea 'Red Ruffle' CA Crinum asiaticum CC Cercis canadensis CR Cycas revoluta GA Gardenia augusta HH Hedera helix HRS Hibiscus rosa-sinensis INS lie x 'Nelle Stevens' LEG Liriope muscari "Evergreen Giant" LI Lagerstroemia indica 'Muskogee' LJT Ligustn.m japonicum Tree LMG Lantana montevidensis, gold LMP Lantana montevidensis, purple LMW Lantana montevidensis, white NOD Nerium oleander 'Dwarf MG Magnolia grandiflora 'DO Blanchard' MGL Magnolia grandiflora 'Little Gem' PB Plumbago capensis QV Quercus virginiana RIA Rhaphiolepis indica alba TA Tabebuia chrysotricha VO Viburnum odoratissimurn SOD ST. AUGUSTINE (SOd) , -....... ........ ..............., , -....... " '-...... .... .... '-...... ....... -....... .... ....""""- .... '""",,- ........ """"-.... ....""""- .... .... """"-.... ...."" ........ "" ........ "" ........ "" ........ "" ........ "" , , ......... , , ......... ........, .... .... , .... ...., .... ....,........ '.... "'- I i.."...."N'.." ~ j )(,_m-1 X ..#_mn-' 13 CORmon Name Dwarf Asian Jasmine Various Annuals Various Annuals Southern Azalea Due de ro hn Azalea Red Ruffle Azalea Crinum Lily Eastern Redbud Sago Palm Gardenia 'Miami Supreme' English Ivy Hi biscus Nelle Stevens Holly Liriope Evergreen Giant Muskogee Crape Myrtle Ligustrum Tree TrailiNJ Lantana Trailing Lantana Trailing Lantana Dwarf Oleander Southern Magnolia Little Gem Magnolia Blue Plumbago Live Oak Indian hawthorn Gold Trumpet Tree Sweet Viburnum ST. AUGUSTINE SOD r "" 0, .S ~ :J CI) s::: 0 <..> ..... ~(f) E~ g."';- 00 ==--~ Q)I'-- ar::- 0 ......-.;t s:::_ Q) EO'> Q)OO 0,1'-- ('3C\1 s:::(f) ('3 <0 . ~:g 0 ..... 0 0- C Q)U- '0' ~ .- ~..llC:: a.. m Q. ~a. ~ ~ ::J :J 0) ..... - o c: e Q) ,- :t:::~ .c: ~ 0> eLl) OC(~ C Q) 0) g.~ 0> o :J CI)(/) .- 't:s :' (f) s:::"O ('3 > Q) ..,J- a:l 0)0) \J .s::: (f) - ~ s::: 0 ~ s:::~ ~ - a.. . CO 'l:l::5: s:::...... \J ('3<0 ..,JOO ~ >- 5: en C\J 0 @ C\J Q Q) Cf) "0 Z Q) 0 co F 0 0.. (J) II ..... c C> Q) (/) E LU E 0 0 C> - co ..... Cf) L- Q) 0.... ~ LU C\J ~ q 0 0 ..- ::> ..- LU II en c: CO - a. CD c: c: 2: CO CO 0 "0 - .- ::J 'c a. rot) 0 u: ~ Cl en . i:: en C) CO '-- c: - L.. 't: (.) ~CD Q. en en "'C (1)C$ c: a. en .~ CO coctS~ ....J ~~ "'C c: CO ...J \.. ~ " ....... "" .... .... " ....... " .... ... " .... ... , (SOd) #14 (SOd) 16 (Sod) CSOCl ? 15 (Sod) 17 (Sod) ~ r-- ... ~ ~ r'\ ~ ~ ~ ~ ~ '" ~ C/) z :5 Cl. a: g; C/)' ...J '" R ~ ~ "0 '" ~ S <J: C OJ !;: U o Cl ,. ::;; ~ NORTH 30' I 0' 30' () / I 60' PROJECT NO, 2011a SCALE 1"=30' DATE 06.02 SHEET 5 OF 13 Plant List Symbol Botanical Name AJ Traehelospermum asiatieum minima A1 Annuals A2 Annuals AZ Rhododendron azalea 'George L. Taber' AZO Rhododendron azalea 'due de rohan' AZR Rhododendron azalea 'Red Ruffle' CA Crim.m asiaticum CC Cereis canadensis C R Cycas revoluta GA Gardenia augusta HH Hedera helix HRS Hibiscus rosa-sinensis INS lex 'Nelle Stevens' LEG Liriope muscari "Evergreen Giant" LI Lagerstroemia indica 'Muskogee' LJT Ligustrum japonicum Tree LMG Lantana montevidensis, gold LMP Lantana montevidensis, purple LMW Lantana montevidensis, white NOD Nerium oleander 'Dwarf MG Magnolia grandiflora 'DO Blanchard' MGL Magnolia grandiflora 'Little Gem' PB Plumbago capensis QV Quercus virginiana RIA Rhaphiolepis indica alba TA Tabebuia ehrysotrieha va Vibumum odoratissimum SOD S1. AUGUSTINE CSOd) (Sod) 19 #20 Pond Sod to normal water elevation ! @) !ll ~ _'~H."~""""",,_#_n """""HU",,#h"#NWU ",NN_''''''''''uu "nNN,,~"UUN"N NHu,,,,,,,,,,uuu,,nW'NU (Sod) (Sod) #2 #2 (Sod) ~,;",,,,,,,,,,,,,,,_I'I ';;'...."N;N',.,U;~u"N NuH"",""""'''''''''''''''' 'NNu'N"H~U"'''''N' ""'_"NNNH,~'''n" C8Od) ~ ~ ~ -0 CI) -' ~ '" ~ CI) z ~ "- a: ~ CI)' -' ~ @ ~ ~ 8 '5 S " F Ql e ~ '-' o o >- ::> ~ NORTH 30' 0' u Common Name Dwarf Asian Jasmine Various Annuals Various Annuals Southern Azalea Due de rohn Azalea Red Ruffle Azalea Crinum Lily Eastern Redbud Sago Palm Gardenia 'Miami Supreme' English tvy Hibiscus Nelle Stevens Holly Liriope Evergreen Giant Muskogee Crape Myrtle Ligustrum Tree Trailing Lantana Trailing Lantana Trailing Lantana Dwarf Oleander Southern Magnolia Little Gem Magnolia Blue Plumbago Live Oak Indian hawthorn Gold Trumpet Tree Sweet Vi bumum ST AUGUSTINE SOD r '" 0, .S; =s CI) 5 0 - iC'? E~ g.~ ......0 ~~ Q)"" er::- 0 -~ ~ t:: '-" Q) EO> Q)oo 0,"" CON t::('I') - ~:g 0 - 0 0- C Q)LL. '5' ~ -- ct~ Q. ~a. e L.. :J ::s Q) - - o c: e Q) .- ~:::: .c::: ~ Q) el.O q::~ C Q) Q) ~~ 0) o ::::J Cl)C/) -- 't) ~ en t:: . C\l-g Q) ..,J- et) 0) 1) t:: Q) '- (/) s::: L.. s::: 0 ~ co~ - a: ' <<1 1:)3: t::or- 1) COCO .....JOO ~ >- 3: co C\J 0 @ C\J Q (]) CJ) -g z 0 co i= 0 c.. (J) a:: C () (]) CJ) E w E 0 0 () - (ij +-' CJ) 0> c.. ~ ~ C\J q 0 0 ~ ;> ~ w a:: CJ) c: ctS - D- C]) c: c: 2: to ctS 0 -0 - -- ::J 'i:: a.. rot) 0 LL. ~ C> u) at: en C> CO L-_ c: - '- 'i: (.) ~C]) Q. CJ) C/) "'C Cl)C:~ c: C. C) ,E CO caca~ ...J ~~ "'C c:: CO -..J \.. ~ ~ II 30' PROJECT NO. 2011a SCALE 1"=30' DATE 06,02 SHEET 6 OF 13 60' NOTE: iiLLsHlIDBS AND GROUND COVER MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TOPlANTUSTFOR INDIVIDUAl PlANT SPACING '1:. ~ CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE NOTES: ~GTONIAANDSABAl PALMS INSTALLED W/BOOTS ANDSK'RTS INTACT. PRUNE AND TIE FRONDS WTH HEMP lWNE 2 SEE PLANS AND sPI1ca !'OR PALMS W/BOOTS TO REMAIN ON TllUNKS. 3. FINAL TRH STAKING DETAILS AND PLACEMENT TO BE APPROVED BY Ov.NER. ~. CONTRACTOR SHALL ASSURE ADEOUATE PERCOLAl1ON OF ALL PLANTIN PITS PRIOR TO 'NSTALLATION. 1WO LAYERS OF BURlAP TO PROTECT TRUNK 1WO STEEL BANDS TO SECURE BATTONS FIVE 2">14')(18" WOOD BATTONS P~NTED BROv.N 3 - 2"""" LUMBER POLE BRACE. NAIL (DRILL AND NAIL IF NECESSARY) TO BATTONS AND 2..4' STAKES. FLAG AT MIDPOINT AND AT BASE 2' MULCH BERM SOIL TO HOLD WATER FINISH GRADE ! ~:::"~' ~ecifications Scope: Planting: Supplying and planting of trees, shrubs and grass in accordance with sound nursery practice and maintaining and watering them until final completion and acceptance by the owner and any other work as called for on the plans. General Conditions: 1. The landscape contractor shall have his labor crews controlled and directed by a landscape foreman well versed in plant materials, planting, reading blueprints, coordination between job and nursery in order to execute installation rapidly and correctly, 2. The landscape contractor shall provide a competent superintendent on the work at all times, who shall be fully authorized as the contractor's agent on the work, The superintendent shall be capable of reading and thoroughly understanding the plans, specifications and other contract documents. 3. Landscape contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary guards for the protection of the public, He shall be held responsible for any damage or injury to person or property which may occur as a result of his fault or negligence in the prosecution ofthe work. 4. The contractor shall not start work on any changes or "extras" in the project until a written agreement setting forth the adjusted prices has been executed by the owner and contractor. Any work performed on changes prior to execution of a written agreement mayor may not be compensated for by the owner at their discretion, Botanical Name Trachelospermum asiaticum minima Annuals Annuals Rhododendron azalea 'George L. Taber' Rhododendron azalea 'duc de rohan' Rhododendron azalea 'Red Ruffle' Crinum asiaticum Cereis canadensis Cycas revol uta Gardenia augusta Hedera helix Hibiscus rosa-sinensis !lex 'Nelle Stevens' Liriope muscari "Evergreen Giant" Lagerstroemia indica 'Muskogee' Ligustrum japonicum Tree Lantana montevidensis, gold Lantana montevidensis, purple Lantana montevidensis, white Nerium oleander 'Dwarf' Magnolia grandiflora 'DO Blanchard' Magnolia grandiflora 'Little Gem' Plumbago capensis Quercus virginiana Rhaphiolepis indica alba Tabebuia chrysotricha Viburnum odoratissimum ST. AUGUSTINE Common Name Dwarf Asian Jasmine Various Annuals Various Annuals Southern Azalea Duc de rohn Azalea Red Ruffle Azalea Crinum Lily Eastern Redbud Sago Palm Gardenia 'Miami Supreme' English Ivy Hibiscus Nelle Stevens Holly Liriope Evergreen Giant Muskogee Crape Myrtle Ligustrum Tree Trailing Lantana Trailing Lantana Trailing Lantana Dwarf Oleander Southern Magnolia Little Gem Magnolia Blue Plumbago Live Oak I ndian hawthorn Gold Trumpet Tree Sweet Viburnum ST. AUGUSTINE SOD Specifications min., 1 gal., full pot, 24" o.C. min., 4" pot, 12" o.c., all plants to have blooms min., 4" pot, 12" o.c., all plants to have blooms min., 3 gall., 24" ht. x 24" spd" 36" o,c, min., 3 gaiL, 12" ht. x 12" spd., 24" o.c. min., 3 gaL, 12" ht. x 12" spd., 24" o.c. min., 30" coverall ht., full plant, 36" o.C. min., 30 91al., 8' ht. 1 1/2" cal., min., 3D" overall ht., full plant min., 3 gaL, 24" ht. x 24" spd., 36" o.c. min., 1 gal., full pot, 24" o,c. min., 7 gaL, 48" ht. x 3D" spd., 36" o.c., single bloom, pink min., 30 gaL, 6' Ht x 3' spd. Full to base min., 1 gaL, 18" ht., full pot, 24"o,c, min., 45 gal., 10' ht. x 8' spd" standard min'l 65 gaL, 8' ht. x 10' spd., multi-trunk min., 1 gal., fullpot, 24"o,c, gold min" 1 gal., fullpot, 24"o,c, purple min., 1 gaL, fullpot, 24"0.c, white min., 3 gaL, 24" ht. x 24" spd., 3011 o,c" pink min., 65 gal., 12' ht. x 10' spd., 2 1/2" cal. min., 65 gal., 8' ht. x T spd., 2" cal. min., 3 gal., 24" ht. x 24" spd., 36" o.c, min., 65 gal. ,3" cal., 14' ht. x 8' spd. min., 3 gal.,12" ht. x 12"spd., 2411 o.c, min., 45 gaL, 10' ht. x 8' spd" 1 1/2" cal. min., 3 gal., 24" ht. X 24" spd., 36" o,c. Plans & Specifications: 1. Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as if shown on both and should any actual or apparent inconsistencies or errors be found, the contractor shall notify the landscape architect as soon as they are discovered and not proceed with any work where such uncertainty exists, 2.The landscape contractor shall exercise care in digging and other work so as not to damage existing work, including pipes and cables and hydrants of watering systems, Should such overhead or underground obstructions be encountered which interfere with planting, the owner shall be consulted and will adjust the location of plant materials to clear such obstructions. contractor shall be responsible for the immediate repair of any damage caused by his work. 3. Removal of debris and grading for the site as well as for drainage to within 1 inch of finished grade shall be provided by others, Finished grade shall be 21/2" below adjacent walks and curbs. 4. It shall be the responsibility of the landscape contractor to provide the final grading during the course of landscape installation, The site grading plan must be checked prior to installation of sod to insure that drainage will not be modified. 5, The landscape contractor shall at all times keep the premises free from accumulations of waste materials or rubbish caused by his employees or work. Overall Plant Schedule PALM TREE GUYING DETAIL Quantitv 2127 795 743 81 16 543 8 15 6 26 1539 4 8 1178 10 1 170 35 753 66 2 29 65 29 222 1 351 113617 sq ft NOT TO SCALE NOTE: ~TOR SHALL ASSURE PERCOlATION OF ALL PLANTING PITS/BEDS PR'OR TO INSTALLATION. SHRUBS SHALL BE PLANTED 2 HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL 2' MULCH RING WOTH OF PLANTING HOLE SOIL BERM TO HOLD WATER FINISHED GRADE UlJm~;iflHWJ~!R~T ':' 6'lYP. SHRUB AND GROUND COVER DETAIL NOT TO SCALE ~ 1!2' OIA. BlACK RUBBER HOSE TIED WITH DOUBLE STRANO 12 GA. GALV. WIRE MIN. 3 GUYS PER TREE TURNBUCKlE AND WHITE FLAGGING 3' MULCH RING WIDTH OF PLANTING HOLE NOTE: llUIll:iino BE REMOVED FROM TOP HALF OF ROOT BALL 2"><4' WOOD STAKES OR #5 REBAR 24' LONG 3' BELOW GRADE PlANTTAIlLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL />S SPECIFIED General Landscape Notes: 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No.1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3, All planting shall be top dressed with a minimum 2" shredded cypress mulch or equal. VAAI_. 'MTloJ PLANT BALL LARGE TREE GUYING DETAIL ~J1i1 for 1_ greater than 2. cat NOT TO SCALE ::; ~ i1j ~ $)! B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL />S SPECIAED NOTE: ~ACTOR SHALl ASSURE PERCOlATiON OF AU. PlANTING PITS PRIOR TO INSTAUATION 2 l'iNAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE Z x 4' x 8' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLO WATER Svmbol AJ A1 A2 AZ AZD AZR CA CC CR GA HH HRS INS LEG LI LJT LMG LMP LMW NOD MG MGL PB QV RIA TA VO SOD legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 9, All landscaping shall conform to the city of Winter Springs standards. Installation: 1. The owner or his agent shall have the right at any stage of operations to reject any and all work and materials which, in his opi~ion, do not . meet with the requirements of these documents, Such rejected matenal shall be immediately removed from the site and acceptable material substituted in it's place, 2. Should any objectionable materials such as old concrete, lime rock base, bricks etc. be encountered during the planting operations, they shall be removed from the site by the landscape contractor. 3, New plantings shall be set that the final level of ground around the plants shall conform to the surrounding grades or as otherwise specified, 4. If torpedo grass or other pernicious weeds are introduced into the plant material or in the planting soil, this material will be rejected and immediately removed from the site, 5. The landscape contractor is entirely responsible for the work until final acceptance. 6, All plant material shall conform to the name given in standardized plant names, 1942 edition prepared by the American Joint Committee in Horticulture Nomenclature, Names of varieties not included therein conform generally with names accepted in the nursery trade. 7. All plant material shall be nursery grown accept where specified as collected material, and shall comply with all required inspections, grading standards and plant regulations as set forth by the Florida Department of Agriculture's "Grades and Standards for nursery plants Parts I & II." 8.AII plant material shall have a habit of growth that is normal for that species and shall be sound, healthy, vigorous and free from disease, insects and damage, . 9. Trees shall be heavily branched and palm trees shall be heaVIly leafed, Requirements for measurement, branching characteristics, and balling and burlapping methods generally follow the code of standards currently recommended by the American Association of Nurserymen Inc. 10, Except where another grade is specifically called for in the plans, all plant material shall be no less than Florida no 1 at the time of final inspection immediately prior to the acceptance by the owner. 11. Movement of nursery stock shall comply with all federal and state regulations therefore required inspection certificates shall accompany each shipment. 12, The contractor shall furnish and plant all the plants required to complete the work shown on the plans,. . Unit prices provided on the schedule will be used to adjust the contract In the event of changes during installation. 13, Substitutions of plant material or change in size of plant material will be permitted only upon written authorization by the owner or his agent. 14. Clear trunk shall be specified after the minimum of fronds have been removed, Palms will not be accepted with bum marks or with old palm frond boots still clinging to the trunk, Buds shall be tied with burlap straps to be left in place until the tree is well established in it's planted location.s 1&11." 15, Any palm trees showi ng cable marks or equipment scar will be rejected, Canvas straps or slings must be used for the handling of palm trees, 16. Mulch shall be shredded pine or cypress bark mulch, and must be approved by the landscape architect. All planting areas not cove~ by grass shall be mulched to a minimum of 2 inches to present a fimshed appearance. 17. All sizes shown for plant material on the plan are to be considered as minimums, All plant material must meet or exceed these minimum requirements for specified shape or effect, as noted on the plan. 10, All landscaping areas shall be 100% irrigated. with an automatic irrigation system. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 11. The landscape installer must be a certified Florida Landscape Contractor with FNGA certification, The landscape contractor, or the Landscape Architect will have a bon-a-fied supervisor on the site while planting takes place, T~e said , supervisor must be able to read plans and communicate WIth a city representative as the installation occurs, Approved plans must be on site. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work, 7. Height and spread speCifications refer to the overall plant fonn. Singular branches may not be used to meet minimum requirements. 12. Soil pH samples must be taken in the beds where plantings will occur prior to installation and a suitable range of Ph must be accomlished with soil amendments approved by the landscape architect and city inspector. 4, The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be 8. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of Iimerock, pebbles, or other construction debris. ~ ~ l :'3 fIi ~ ~ c/) z :5 0- cr: ff c/)' ...J '" @. ~ "0 ~ '5 % i OJ () o o >- ::; u SMALL TREE GUYING DETAIL Delail for Iree8 smaller than T cat. NOT TO SCALE 00 C o ....00 ~ C ti=~ "0 a. Q) ~g2: c/);:::Ju:: "'C ro 0 tJ) C .O'),^ ~ ro L.. \u 'i: L.. _ c. 00-'-(1) -~Q)~ ro c:- .... Q) ,E; Q) a.C)~ Oroa3 8~~ ro"'C (.) C 00 ro "'C...J C CO ...J r 18. No plant shall be accepted when the ball of earth surrounding it's roots has been cracked or broken. The diameter of the ball must be sufficient to encompass the fibrous and feeding root systems necessary for the maximum development of the plant. 19, Root pruning shall have been done a minimum of four weeks before planting at the job site. 20, Container grown plant material shall be carefully removed from the container, so as not to disturb the root system. 21. The balls of B & B plants which cannot be planted immediately shall be covered with moist soil or mulch to insure protection from drying winds and sun, All plants shall be watered as necessary, until planted. 22. Trees moved by crane or winch shall be thoroughly protect from chain marks, girdling or bark slippage by means of burlap wood battens or other method approved by the landscape architect. Battens shall not be attached to the trees by nails. 23. Tree locations must be staked and approved by the landscape architect prior to plant hole excavation. 24. Circular pits with vertical sides shall be excavated for all trees, 25. All plants shall be centered in pits and set to such a depth that the finished grade level at the plant after settlement will be the same as that which the plant was grown. No burlap shall be pulled out from under balls, All broken or frayed roots shall be cut off cleanly. Soil shall be placed and compacted thoroughly, avoiding injury and shall be settled by watering, The ground around all plants after planting shall be basin shaped to hold and retain water. No filling around trunks will be permitted, After ground settles, additional soil shall be filled into the level offinish grade. 26. In the event that groundcover material cannot be located as specified, the landscape contractor may upon written notice install material of available size, Spacing and plant quantity will be adjusted at no additional cost to the owner, 27. Groundcover material must be mulched as approved by the landscape architect. 28. Fertilization: the rate of application for dry fertilizer shall be 16 pounds of nitrogen per 1000 square foot. 29, Fertilizer shall be spread uniformly over areas to be covered by use of an approved distribution device calibrated to distribute the specified quantities. 30. Groundcover and sod shall be fertilized with 6-6-6 at a rate of 600 Ibs. per acre. 31, Shrubs shall be fertilized with 6-6-6 at a rate of 10 Ibs. per 1,000 s.f, 32. Trees shall be fertilized with 6-6-6 at a rate of 11b per foot of height. 33, Canadian peat moss shall be loosened and moist prior to using, All azaleas shall be back filled with 50 % peat moss and 50 % site soil. 34. Staking and guying of plant material shall be as shown on the plans. 35, The tops of trees shall be pruned in a manner consistent with standard horticultural practices, All cut surfaces of one inch or more shall be treated with commercial sealant. o c .- Q. ::J e 0) c 0> ,- Cf) Q) ""0 ~ - CO 1) ""'" ., 0) .S; =s CI) 8 t) - C:M (1)1"- EM g.r-;- __ c ~~ (1)1"- ar=:- c -~~ c:_ (I) ~m 0,1"- a:sN c:M ~~ - 0 ~u:: .5' ~~ a: ffi ~Q.. ~ '- ~~ (I) .- ~~ J::t6 eN c:(..... (I) Q) g.~ ~~ "0 :' C:-o a:s > ...,Jm O)Q) 'S: tJ) s:.:: '- c: 0 a:s:E it . "O~ c:..... a:sco ...,Jco ~ fu N o o N N Q ~ -0 Z a> 0 co i= o a.. en tI: C () a> Cf) E LU E 0 o () 1ij U5 L- a> a.. N iJJ 0 N ~ q 0 0 ..- ..- ~ tI: ~ PROJECT NO, 2011a SCALE Not To Scale DATE 06-02 SHEET 7 OF 13 Grassing 1. It shall be the responsibility of the landscape contractor to finish grade all landscape areas, eliminating all bumps, depressions, sticks, stones and other debris. 2. Sod shall be as shown on the plans, Sod shall be of firm tough texture having a compact growth of grass with good root development. It shall contain no weeds or other grasses. Sod shall be free from fungus, vermin and other diseases, 3. Before being cut and lifted, the sod shall have been mowed at least three times with a lawn mower the final cut not more than seven days before sod is cut. The sod shall be carefully cut into uniform dimensions. 4. Solid sod shall be laid closely abutting joints with a tamped even surfaces, 5. It shall be the responsibility of the contractor to bring the sod edge in a neat clean manner to the edge of all paving and shrub areas. Maintenance 1, Maintenance shall commence after each plant has been planted and shall continue until final acceptance of all work, Plantings shall be maintained by watering, removing of dead branches, resetting plants to proper grades, or upright position, and any other operations necessary to complete the maintenance, 2. Replacement of plants necessary during the maintenance period shall be the responsibility of the Contractor, including for possible replacements of plants resulting from removal, vandalism or acts of neglect on the part of others, or Acts of Providence, until final acceptance. 3, In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the Landscape Contractor's responsibility to remove them, 4, Trees or other plant material, which fall or are blown over during the maintenance period, will be reset by the Contractor at no additional expense to the Owner, The only exception being hurricane force winds. Completion and Acceptance 1. Completion of work shall mean the full and exact compliance and conformity with the provisions expressed or implied in the Drawings and Specifications, including the complete removal of all trash and debris created by the Landscape Contractor. 2. Any paved areas, which have unavoidably been strewn with soil or other waste, shall be thoroughly swept. 3. All plant material shall be alive and in good growing condition for each specified kind of plant at the time of acceptance, The rating of each plant according to Florida Grades and Standards shall be equal to or better than that called for on the Plans and in these Specifications at the time of acceptance by the Owner. Guarantee and Replacement 1, Trees shall be guaranteed for one (1) year. Shrubs shall be guaranteed for one (1) year. Sod shall be guaranteed for six (6) months. The guaranteeing of plant material shall be construed to mean complete replacement with plant material of the same species, size, quality, and grade, as that of the original material. If material is not in a healthy growing condition or is questionable as to its survival ability a the end of the guarantee period, then it shall be the Landscape Contractor's . responsibility to immediately replace any dead material. The guarantee will be null and void if plant material is damaged by lighting or hurricane force winds and has not received adequate watering and prescribed maintenance \... 120\ r5\ ~, /1\ ~ ~R/...... :.. \::::..:J I 'V' f4\ '<~ W \ - /1\ I r&;~) '0V ~ r5\ '-____--w'w' \gij 120\ r " 0) .S :t:: =:3 CI) t:: 0 U ...... ~M E~ g."'i _0 ~~ Q)I'-- ar::- 0 ....;~ t:: - Q) EO> Q)oo 0)1'-- (UN t::M (U CO . ~:g 0 ...... 0 0- C Q)U- .0' ~ .- ~~ a.. ffi Q. ~a. ~ '- :J =:3 0) ...... - o c o Q) ,- ~s \-.s:::_ 0) ~ It) <(~ Q) 0) C Q..:4: 0) ~ ~ Cl)CJ) ._ "0 :- (J) t::-o (U > Q) -: CO 0)0) "'0 . t:: (f) - '- t:: 0 ~ t:: ~ ~ - a.:~ CO -g~ "'0 (U <0 -JOO ~ ~ g C\J C\J Q. ~ u Z Q) 0 Cll F= Cl a.. (j) a: +-' c () Q) en E LU E 0 0 () "- (ij ..... en CD CL ~ LU C\J ~ q 0 0 ,- ,- ~ a: (/J - .- m +-' (l) 0 W ~ c: (Q - m 0...... (.) c:~ (/J "C o.~ .- 0 () c: +-' Q) m '- .- m Ole.. e ..J ._ a.. '- - 0 '- '+- c C ~ 0 ~ .- "C Q)Q)~ - .- a.E~ ::s CO ~(Q - m wz (.) "C .~ c: ro +-' ..J 0 +-' e a.. \.. Rear landscaping to be applied only to buildings along SR 434 boundary 118\ . /~\ n V /10\ ~\' ~ 1/ '\3:U \ \ ~ 13\ r ? /' ~,~ ~ /' H ~ ,,~ - /' "" I HI) .J~' ~ 1/ lSod, ____w__ r__~-W--- /1\ ~ ~ ,,; .000../ ..., - /' " -1.00 \V~ I "'=:t..[1; V lSod, \ _'''.__M'U----u _w_u __w /1\ \ 112\ 112\ ~ \t!!Y \gij 110\ I\.EU' 12\ ~ ~ ~ ~ ( - "'r\ ~ I' I ./1/ - f4\ ~.~~ ~I ~"'- _ - ~_ - / i34'\ ""'- ~ _ - //r ~ I~ ~, /' -~ ~ ~7'< "\~/' "'J ~\ ------ ~ "\ (7/ dr P ~L~, .--) ~ ~ lsl"" ~ '~I/;: ~ ls.r, "e \ ~ '-~1- I p d JY< ~ ~ H ntrt-' '-' -yy;:[T k'm'-' ZO TI ~ ..., TI 'C lyi:y--'[~ >-<ri':: H rr ..., >< >-< Porch - ~;r< Porch ;~:::t f6\ / Porch 13\ P Porch I X -------- Porch ~ (~ ~ ~ ~ (:< 'x ~16\/ ~r!\~ ~ \JU 113\ \eY\ 13\ ~\~ /2\ r ~~ ,~1~ ~ ~ ~ o~ X X ~ lSod, #."u.,,._~_,,__"" ---" /1\ ~ ./ ~f6\/ ~ \' 'S CfJ ....) 113\ '~ 13\ / I \Sij ~) l /2\ '1'rf I ~ \ ~ >11-< Y y X I.~~~ ~f """"-" _ lSod, I~ ( . ) \ \ .......- ___ :wm,_mu~u . ~ r5\ ~ /1\ ~ f4\ \!:U /1\ \9'V r5\ '\F!!Y 110\ \3U\ 12\ ~ ~ I v ~ TI ~ ~ a \~~I ~! _l5OO,\ r~1 \ ((1:7\ I 7 ' I '--' I l - ! "_""'''N'''''#H'IH''UN##''_U#''''''''~N \ /1\ ~ Prototypical Landscape Plan Scale: 1" = 110' Bldg Plant Schedule TrachelospermU11 asiaticum minima Rhododendron azalea' Red Ruffle' Buxus microphylla japanica Dietes iridioides Gardenia augusta Hemerocallis Species 'Azlec Gold' lIex 'Nelle Stevens' Ligustrum japonicum Magnolia grandiflora 'Little Gem' Nandina domestica P\umbago capensis Quercus virginiana Rhaphialepis indica alba Cycas revoluta ST. AUGUSllNE 232 AJ 1548 AZR 444 BM 500 01 18 GA 378 HS 179 INS if 384 LJ ~ 98 MGL ill ~ ~ 100 NO ~ 108 PB ~ "0 100 QV ~ iJl ~ 290 RIA ~ (/) 58 CR z 5 11. a: 52588 sq ft g;: SOD ~ , ~ ~ R -g g "'S -> !II F <ll EO " <) 0 Cl >- ~ u Dwarf Asian Jasmine Red Ruffle Azalea Boxwood \Nhite African Iris Gardenia 'Miami Supreme' Daylily Nelle Stevens Holly Ligustn,m Little Gem Magnolia Nandina Blue Plumbago Live Oak Indian hawthorn Sago Palm S1. AUGUSllNE SOD min., 1 gal., full pot, 24" o.C. min., 3 gal., 12" ht. x 12" spd., 24" a.c. min., 3 gal., 24'1 ht. X 24" spd" 24" O.C, min., 1 gaL, 18" ht., full pot, 24" o,c. min., 3 gal., 24" ht. x 24" spd" 36" o.c, min., 1 gal., fullpot, 24" o,c, min., 30 gaL, 6' Ht x 3' spd. Full to base min., 3 gal., 30" ht. x 24"spd" 36" o.C. min., 65 gal., 8' ht. x 7' spd., 2" cal. min., 36" overall ht., 3 canes, full pot min., 3 gal., 24" ht. x 24" spd., 36" O.C, min., 65 gal.,3" cal" 14' ht. x8' spd. min., 3 gal.,12" ht. x 12"spd., 24" O.C. min., 30" overall ht., full plant PROJECT NO 2011a SCALE As Notec DATE 06.02 SHEET 8 OF 1 J ~ ~ ~ ~ '.... .,...........,.... II ( I Matchline/A 6- SLEEVE & 2- VALVE WIRE SLEEVE =cr:::.~.\:-"? n 1/ i II ,_____H~"''''_, 1 , 4" o 1,,, 0 I D - _____m..L._.."'__ m",-L_ A A A A 3/4" 1" 3 4" D 0 0 0 0 0 --.-- o o o ~ ~ ~ ~ ~ ~ 8J ~ ~ C/J z :S <l. 0: 0: -, C/J ..J ~ ~ T""" a "I ~ :; S '" c Q) E :J " o Cl >> ~ U ~ NORTH 30' 0' 3D' 60' r " 0, "S ~ ~ c: 8 ..... C:M CI>,..... EM O~ ";- ~O ~~ CI>_ Q,..... ~O t:~ ~~ CI>,..... ~C\/ c:M . ~:g o t).Q C Cl>LL. "- .~~. 0: C'O Q. ~ a.. ~ .... :J .2.s (.) c: o ~~ L...'@~ OJ oq: ~ ~ CI> 0) C ~:t:= OJ ~ ~ "- -g :- (j) ca"g '" -J- \LI ~ CO 0,0) ""0 .S f!! c: 0 ~ ~~ - Cl ~ CO -g ~ -0 ~ ~ ~ fr) 8 (\J c,j 15 Q.l CJ) 1J Z .> o -= -..... "2 +::iodQ)~ .~ c:.... a_ Q) ~ S t: a. '-'I.!;; -enctS~ ~~ "'C c: en ....J \... ~ PROJECT NO, 2011a SCALE 1"=30' DATE 07-02 SHEET 9 OF 13 """""'''~"", ................ 1.0 ~ J C-14 ~ _ 'r -~, ~~ ~ rC- 15 \? 5' ~ - .,....."..~,...".""."."."'..............."... t......"....,.....~'--.......... -----./ ~ --.1 _____ .......,,~.......~.,,~."""~ ",. ....... .,....~... ..,.,.~.... ... "~ ~""'..,.,.,. '.. ....., ....................~.....,. .....~ ....... ....... --- --........ --. -.......... --- ~ ~ , ....'''-... "",............-....."......,.,- --. ---- ---- --- --- r-. -, "__. 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"1I't'1:oWCM! -..... ....- . .- t'lUMClM 12DC1FOM t" ,.. OM ......... ~ ... 1II0OUA _JrS'l'CMOftE 01.12 ..SYCIHCIN; 1IIIl1D"l;W( ut Ir OM _r~r 1110r QM( ''''''~ .... ..... =1= ..,.r~ Sl.>>6-OM 1lIlJI.6ewt _,...ewe: ., 7'" S'fCMDtE 12n."CIIoII 1_ .. OM: ...... ... .. .. WII l1.J4rw .. tr ewe ",,"t1'CNtCIIt[ _.,rOM 1212"". lto! 'T CJM _r... 13128-'" ......- ItJlrOlUt ...r_ IIU t~6 GllK ..r_ tl'l~ff ClllIk ,_ 1$' 'lQUf.1E .... 12" ... J31J"'lMCNCllM 4I2OJIt'S'I'C.IlItlQR[ ""rOlll ~""E -...... 8xt ,.. tet' OM t2'l.'" CMK IlIlDl'7" OM -...- Dt5 .. OM _.._ $'I" rt' OM .. twlil .- OAK Replacement Calculations Total trees on Residential Property Pine grove value Total trees to be saved Total trees to be replaced 2,088 130 527 1 ,691 t,i'.i' --- --- --- --- Existing Spot Grades /'~ // I --- --- /' I --- /' I ---.,..:( /' --- --- --- I ---'t--- ~ '-... '-..... '-..... '-... '-..... '-..... '-..... '-..... Replacement Credits Oaks (5: 1) Magnolias (5: 1) 545 550 2 11 1153 538 Note: The 527 trees proposed for remaining on the site must be protected with tree barriers prior to any clearing. ~;~~(v '7'0~'" ~ ('j1P A,1" 04>' ./j:" {.);,4 ~,#~(;} if" ., #f"'u '-... '-..... '-..... ~ Existing trees to be saved '-..... /' ~ I typ, See landscape plans ~'-... I ~ ."-. ~"" " " " " " " .......... "" " " " " " " ~ "'- ~ "'- ) ,~ _.. ~~ :r" ~::::/"/ .f.'; 1.;V jP .{4), h.'!f7 1j? f;~ ,f;Q.4? i.:.1fR~ ,/ <p~ ~ (::'~J~ :.~ >>.~vt "f"'/'7;"": 6.~ ",~.;" -J 1.W ! i ^ " " " " " ~ '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" ~ en e cCO ~ a.. Q) (le2: C;;.Q :J .... ...... , , :.~ CO \..J ~ .g> (J) I -=-.... lodQ) '" c: CD 100 "'" JI""If\..... a. a. \JI .~ ,,\ CO m ~ -~ ~~ J=-g CO .....J C'O "C -I:: o u.. ::-/% ~;jv" en 0) c:: .C Q. C/) {;~;~~ hJ;.~$.'. ~./ .-,~.?{J; -~' o \... .) ..{1 5'~~ () () :0: ~ S ~ ~ t 13 M Iii ~ ~ z :S 0- ll: a: -, ~ ~ ~ ~ o ~ ~ "S ~ i :J o o (.l >- ~ o ---------- ~ ~ 50' O' 50' 100' PROJECT NO, 2011a SCALE 1 "=50' DATE 06.02 SHEET 13 OF 13 NORTH USAGE CALCULA TIONS-RESIDENTIAL UNITS USAGE CALCULA TIONS-COMMON (Controller 'R') (Con troll er ' C') SPRINKLER PRECIP. APPL. RUN TIME/WEEK GALLONS GALLONS ZONE SPRINKLER PRECIP. APPL. RUN TIME/WEEK ZONE TYPE GPM RATE RATE HOURS = MINUTES PER WEEK PER DAY TYPE GPM RATE RATE HOURS = MINUTES 1 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 312 1 SOD SPRAY .31 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 2 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 2184 .312 2 SHRUB SPRAY 65 0.4 IN/HR 1.5 IN/WI< 0.9375 56 3 SOD SpRAY 39 1.6 IN/HR 1.5 IN/WI< 0.9375 56 2184 312 .3 SOD SPRAY 48 1.6 IN/HR 1.5 IN/WI< 0.9375 56 4 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 312 4 SHRUB SPRAY 64 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 5 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WK 0.9.375 56 2184 312 5 SHRUB SPRAY 65 1.6 IN/HR 1.5 IN/WI< 0.9375 56 6 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9.375 56 2184 312 6 SHRUB SPRAY 64 1.6 IN/HR 1.5 IN/WK 0.9375 56 7 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WK 0.9375 56 1400 200 7 SHRUB SPRAY 65 1.6 IN/HR 1.5 IN/WI< 0.9375 56 8 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WK 0.9375 56 1400 200 8 ROTOR 26 0.4 IN/HR 1.5 IN/WK 3,75 225 9 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 312 9 SOD SPRAY 64 1.6 IN/HR 1,5 IN/WI< 0.9375 56 10 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WK 0.9375 56 1400 200 10 SOD SPRAY 62 1.6 IN/HR 1,5 IN/WI< 0,9375 56 11 SOD SPRAY 39 1,6 IN/HR 1.5 IN/WK 0.9.375 56 2184 312 11 ROTOR 63 0.4 IN /HR 1.5 IN/WI< .3.75 225 12 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WI< 0.9375 56 2184 312 12 ROTOR 65 0.4 IN/HR 1.5 IN/WI< 3.75 225 13 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WI< 0.9375 56 1400 200 13 ROTOR 46 0.4 IN/HR 1.5 IN/WI< 3.75 225 14 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 .312 14 ROTOR 66 0.4 IN/HR 1.5 IN/WK .3.75 225 15 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WK 0.9.375 56 2184 .312 15 SOD SPRAY 65 1.6 IN/HR 1.5 IN/WK 0.9375 56 16 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WI< 0.9375 56 2184 .312 16 SOD SPRAY 60 1.6 IN/HR 1.5 IN/WI< 0.9375 56 17 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WI< 0,9.375 56 2184 .312 17 ROTOR 65 0.4 IN/HR 1.5 IN/WI< 3.75 225 18 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 312 18 ROTOR 60 0.4 IN/HR 1.5 IN/WI< 3.75 225 19 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WK 0.9375 56 2184 312 19 SHRUB SPRAY 64 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 20 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WK 0.9.375 56 2184 312 20 SOD SPRAY 49 1.6 IN/HR 1,5 IN/WI< 0.9375 56 21 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 2184 312 21 SHRUB SPRAY 42 1.6 IN/HR 1,5 IN/WI< 0.9.375 56 22 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WK 0.9375 56 1400 200 22 SHRUB SPRAY 56 1.6 IN/HR 1.5 IN/WI< 0.9375 56 23 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WI< 0.9375 56 2184 312 23 ROTOR 57 0.4 IN/HR 1.5 IN/WI< 3.75 225 24 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WI< 0.9375 56 1400 200 24 SOD SPRAY 74 1.6 IN/HR 1.5 IN/WI< 0.9375 56 25 SOD SPRAY .39 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 2184 .312 25 ROTOR 20 0.4 IN/HR 1.5 IN/WI< .3.75 225 26 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 2184 312 26 SHRUB SPRAY 47 1.6 IN/HR 1.5 IN/WI< 0.9375 56 27 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WI< 0.9.375 56 1400 200 27 SOD SPRAY .36 1.6 IN/HR 1.5 IN/WI< 0.9375 56 28 SOD SPRAY 39 1.6 IN/HR 1.5 IN/WK 0.9.375 56 2184 312 28 ROTOR 70 0.4 IN/HR 1.5 IN/WK 3.75 225 29 SOD SPRAY 25 1.6 IN/HR 1.5 IN/WI< 0.9375 56 1400 200 29 SOD SPRAY 60 1.6 IN/HR 1,5 IN/WI< 0.9375 56 I r TOTALS 1,019 27.0 1,624 57,064 8,512 TOTALS 1,647 55.23 3,314 COMMON AREAS: TOTAL AVERAGE GALLONS PER YEAR = 9,837,672 RESIDENTIAL UNITS: TOTAL AVERAGE GALLONS PER YEAR = 2,967,328 FORMULAS RUN TIME/WEEK = APPLICATION RATE (IN/WK) / PRECIPITATION RATE (IN/HR) GALLONS PER WEEK = RUN TIME/WEEK x GPM GALLONS PER DAY = GALLONS PER WEEK / 7 THE ABOVE CALCULATIONS ARE FOR TOTAL BUILDOUT. ACTUAL WATER CONSUMPTION WILL BE LESS AND WILL VARY DEPENDENT UPON CONSTRUCTION PHASING UNTIL CONSTRUCTION OF ALL UNITS AND COMMON AREAS IS 100% COMPLETE. F o D 3 4" 0 D D o D F F o F 3/4 " F o D .3/4" F D F D D 0 3/4" 0 6 UNI BL G 39 GPM y y W 2" W V. 3 4" W w u y y u D '" F 4 UNI BL G 25 GPM , '/4" , '/4" 2" , , 1 1/4" 1" u y y u y 4 UNIT BUILDING LA YOUT PLAN scale 1" = 30' 6 UNIT BUILDING LA YOUT PLAN scale 1" = 30' SIDEWALK, CURB l ETC. SPRINKLER NOZZLE 6" SEE CHART AREAS GALLONS GALLONS PER WEEK PER DAY 1736 248 3640 520 2688 384 3584 512 3640 520 3584 512 3640 520 12,1 50 1736 3584 512 3472 496 14,175 2025 14,625 2089 10,350 1479 14,850 2121 3640 520 3360 480 14,625 2089 13,500 1929 3584 512 2744 392 2.352 336 3136 448 12,825 1832 4144 592 4500 643 2632 376 2016 288 15,750 2250 3360 480 189,186 27,027 WALL OR STRUCTURE 12" ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. ~ i\i Q i M ~ 1 tu Cl ~ '" Ii) ~ ~ ~ ~ a: g; CI)' -' ~ ~. ~ ~ '5 '> '" c '" E a o o >- ::; u PLACE CONTROL ~ WIRES UNDER MAIN 7'- FINISH GRADE r SHRUB ADAPTER AND NOZZLE. SEE NOZZLE CHART. '-INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL PAINT RISER BLACK 6" MIN. VALVE BOX FINISH GRADE WA TERPROOF CONNECTORS EXPANSION SURGE LOOPS VALVE 45 BODY ASSEMBLY PVC FLEX PIPE USE 1/2" ON SPRAY HEADS 3/4" ON ROTORS MIN, 18" LENGTH pve TEE SXSXS OR ELBOW PVC SCH. 40 RISER ULTRA VIOLET PROTECTIVE PVC CLAMPS PVC STREET ELL - TO LATERAL LINE STEEL ANGLE - FINISH GRADE ~PVC TEE OR ELBOW MAINLINE LATERAL LINE HEAD DETAIL SHRUB RISER DETAIL ELECTRICAL VALVE --- LEGEND GENERAL NOTES . RAINBIRD 1806 SERIES 6" POP-UP SPRAY HEAD 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO A VOID TREE AND SHRUB LOCATIONS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24" OF COVER AND ALL LA TERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. 3) ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. 4) PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4". 5) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND ANGLE SHALL BE PAINTED FLAT BLACK. 6) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 7) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. 8) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 9) CONTROL WIRE SHALL BE 14-1 UF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD "SNAP- TITE" CONNECTORS. 10) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IS SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 11) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS. DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 12) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 13) THE CONTRACTOR SHALL FURNISH AND INSTALL AN APPROVED BACKFLOW PREVENTER AND ALL OTHER EQUIPMENT REQUIRED FOR POTABLE WATER CONNECTIONS PER ALL LOCAL CODES AND REGULATIONS. 14) FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 15) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 16) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 17) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES AND REGULATIONS. 18) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 19) THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS-BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 20) ALL EQUIPMENT SHALL BE PURPLE AS REQUIRED BY LOCAL CODES AND REGULATIONS INDICA TlNG REUSE WATER. . RAINBIRD 1812 SERIES 12" POP-UP SPRAY HEAD .& RAINBIRD PA-8S SHRUB SPRAY ON RISER ~ HUNTER PGM-04-A- V (2.0 NOZZLE) (4" POP-UP) PART CIRCLE ROTOR HEAD 2.0 GPM, 21 RADIUS HUNTER PGM-04-V (4.0 NOZZLE) (4" POP-UP) FULL CIRCLE ROTOR HEAD 4.0 GPM, 27' RADIUS ~ . @ o HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD (2.7 GPM) 40' RADIUS HUNTER PGP-360-9 FULL CIRCLE ROTOR HEAD (5.5 GPM) 46' RADIUS RAIN BIRD PESB SERIES ELECTRIC VALVE. SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. - - - - - - CLASS 200 PVC MAINLINE - SIZE AS SHOWN CLASS 160 PVC LATERAL L1NE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) I] mil ::: SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. o QUICK COUPLER VALVE AS LOCATED ON PLAN. CONTROLLERS: RAINBIRD ESP-32MC FOR COMMON AREAS RAINBIRD ESP-32MC FOR RESIDENTIAL AREAS PEDESTAL MOUNTED. INSTALL WITH A MINI-CLlK /I RAIN SENSOR. GROUND WITH A 8' MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. INSTALL IN SAME LOCATION AS POOL EQUIPMENT. @ <D POINT OF CONNECTION TO REUSE MAIN LINE PROVIDE METER IF REQUIRED / SEE ENGINEERS PLANS FOR EXACT CONNECTION LOCATION. NOZZLE CHART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 3.7 15' FULL B 1800-15TQ 2.8 15' THREE QTR. C 1800-15TT 2.5 15' TWO THIRD 0 1800-15H 1.9 15' HALF E 1800-15T 1.2 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G 1800-15EST .61 4' X 15' END STRIP H 1800-15SST 1.2 4' X 30' SIDE STRIP J 1800-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1800-12TT 1.7 12' LOW TWO THIRD M 1800-12H 1.2 12' LOW HALF N 1800-12T .87 12' LOW THIRD P 1800-12Q .65 12' LOW QU ARTER R 1800-10F 1.57 10' LOW FULL S 1800-10H .79 10' LOW HALF T 1800-10T .52 10' LOW THIRD U 1800-10Q .39 10' LOW QU ARTER V 1800- 8F 1.6 8' FLA T FULL W 1800- 8H .79 8' FLA T HALF X 1800-8T .52 8' FLAT THIRD Y 1800- 8Q .39 8' FLAT QUARTER Z 1800-5H-B 1.0 5' HALF BUBBLER 21) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. CD FIELD SATELLITE CONTROLLER: RAIN BIRD ESP-MC-SS ~ CONCRETE PAD: 6-INCH MINIMUM THICKNESS Q) FINISH GRADE ' 1 @) WIRES TO REMOTE CONTROL VALVES G) 3-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL @ 1-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO POWER SUPPLY Mfll55A AI JOYNf5 Irri~iCl1lJe5iC1n CCl15Ultant 8411 P ocasset Place. 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7" MAGNOLIA 400 8" SYCAMORE 964 14" PINE 1469 10" PALM 401 8" SYCAMORE 965 11" SYCAMORE 1470 24" OAK 402 7 SYCAMORE 966 12 OAK 147\ 18' OAK 403 6" SYC AMORE 967 7" SYC AMORE 1472 10" PALM 404 5 SYC AMORE 968 8' SYC AMORE 1473 15' OAK 405 5' SYC AMORE 969 8" SYC AMORE 1474 8" PALM 406 8" SYCAMORE 970 10" OAK 1475 4" SYCAMORE 4D7 7" SYCAMORE 971 22" PINE 1476 4" SYCAMORE 408 5" WILD CHERRY 972 10" SYCAMORE 1477 4" SYCAMORE 409 8" SYCAMORE 973 12" OAK 147B 10" OAK 410 5" SYCAMORE 974 10' OAK 1479 7" OAK 411 4' OAK 975 7 OAK 1480 4" OAK 412 6" SYCAMORE 976 7" SYCAMORE 14BI 10" PALM 413 7' SYCAMORE 977 12 SYCAMORE 1482 10 OAK 414 7" SYCAMORE 978 6" SYCAMORE 1483 10" OAK 715 24" CHINABERRY 979 4" SYCAMORE 1484 9" PALM 415 8" SYC AMORE 980 1" OAK 1485 11" OAK 417 9" MAPLE 981 12" OAK 1486 12" OAK 416 18" SYCAIAORE 982 9" OAK 1487 12" OAK 419 10" SYCAMORE 983 14' OAK 1488 7' OAK 420 8" MAPLE 984 23" PINE 1489 10' PALM 422 7" OAK 985 7" OAK 1490 12" PALM 423 16" PALM 986 122" SYCAMORE 1491 8" CAMPHOR 4"'c 24" MAPLE 987 12" OAK 1492 8" SYCAMORE 426 16" SYCAMORE 988 11' OAK 1493 II" PALM 427 14" PALM 989 8" OAK 1494 11" PALM 428 13 SYCAMORE 990 7 OAK 1495 16' OAK 429 7" PlfJE 991 24" OAK 1498 12" PALM 430 13" SYCAMORE 992 12 OAK 1497 4 SYCAMORE 4::,1 TWIN 10" MAPLE 993 18" OAK 1498 9" PALM --..- ~ 432 7" OAK 994 10" OAK 1499 16" OAK 434 7" MAPLE 995 24" OAK 1500 14" PALM - -- .-- 455 8" SYCAMORE 996 11" PALM 1501 12" OAK 436 12" SYCAMORE 997 9" OAK 1502 13" SYCAMORE 437 13 MAPLE 998 8' SYC AMORE 1503 17 OAK 438 7" MAPLE 10DO 9" OAK 1504 16" PALM 439 "''' OAK 1001 12" OAK 1505 13" OAK 440 15" SYCAMORE 1002 7" HICKORY 1506 24" OAK 441 6" OAK 1003 4' MAGNOLIA 15D7 6" OAK T42 11" MAPLE 1004 6" SYC AMORE 1508 6" OAK 443 5" GUM 1005 14" OAK 1509 9" SYCAMORE 444 a" SYCAMORE 1006 12" OAK 1510 11" MAPLE 445 7" MAPLE 1007 7" OAK 1511 6" SYCAMORE 2369 15" PAL 3550 12" GUM 5124 10" OAK 2370 7" OAK 3551 6" BAY 5125 8" SYCAMORE 2371 6" OAK 3552 4" BAY 5126 8" PALM 2372 12" OAK 3553 10" PALM 5127 8" PALM 2373 8" OAK 3554 10" SYCAMORE 5128 8" OAK, 2374 8" OAK 3555 10" PALM 5129 7" BAY 2375 10" OAK 3556 10" PALM 5130 8" SYCAMORE 2376 10" OAK 3557 30 OAK 5131 10" PALM 2377 6" OAK 3558 12" PALM , 5132 4" SYCAMORE 2378 10" OAK 3559 8' MAGfJOLlA 5133 6" OAK 2379 8" OAK 3560 12" PALM 5134 7" DAK 2380 lD" OAK 3561 10" PALM 5135 7" OAK 2381 15" BAY 3562 10" PALM 5136 9" PALM 2382 6" OAK.- 3563 8" SYCAMORE '5i37-~~--.-----' .- 2383 15" PAL 3564 12" GUM 5138 7" O~,K 2384 8" OAK 3565 20" GUM 5139 8" OAK 2385 12" OAK 3566 6" GUM 5140 8" PALM 23B6 lD" OAK 3567 8' BAY 5141 6" BAY 2387 14" OAK 3568 8" GUM 5142 8" PALM 2388 8" OAK 3569 6' GUM 5143 6' OAK 2389 10" OAK 357D 4" GUM 5144 4' BAY 2390 18" OAK 3571 15" GUM 5145 7" SYCAMORE 2391 6" OAK 3572 4' GUM 5146 4" BAY 2392 8" OAK 3573 8' GUM 5147 4" BAY 2393 12" OAK 3574 B" GUM 5148 4" TREE 2394 8" OAK 3575 TWIN 15" SYCAMORE 5149 6" OAK 2395 10" PAL 3576 6" BAY 5150 4" BAY 2396 12" OAK 3577 8" PALM 5151 10" PALM 2.,97 6" OAK 4001 5" GUM 5152 4" BAY 2398 10" OAK 4711 5" GUM 5153 10" PALM 2399 12" PAL 4712 15" GUM 5154 10" PALM 2400 12" PAL 4713 5' GUM 5155 8" PALM 2401 12" PAL 4714 8" PALM 5156 8" PALM 2402 15" OAK 4715 4" GUM 5157 8" PALM 2403 6" OAK 4716 8" HICKORY 5158 8" PALM 2404 8" OAK 4717 8' PALM 5159 4" BAY 2405 12" OAK 4718 8" SYCAMORE 5160 9" PALM 2406 10" OAK 4719 8" PALM 5161 10" OAK 2-ioT I-S"--PAL------------------------- "4-72-0 ii"--PA-CM-----.------------------ 5-1-62- 10"--PALM------------- ---- 2408 15" PAL 4721 8" PALM 5163 5" OAK n__ 2409 12" PAL 4722 14" OAK 5164 4" BAY ---- 2410 15" PAL 4723 12" SYCAMORE 5165 20" OAK .._-= 2411 10" OAK 4724 8" SYCAMORE 5166 4" OAl< 2412 5" OAK 4725 8' PAW 5167 6" OAK -- 2413 4" OAK 4726 8' PALM 5168 20" OAK 2414 16" BAY 4727 22" TREE 5169 5' OAK 2415-- 16'.--6-AK--------------------------- 4-72-8- 22"-TREE--------------------------. 5-1-7'0-- 8~--PA-CM--------------- -- ----- 2416 10" OAK 4729 4" GUM 5171 8" OAK 2417 5" OAK 4730 6' SYCAMORE 5172 7" PI\LM 2418 8" OAK 4'131 .30 TREE 5173 8" OAK 2419 10" CAM 4732 6" SYCAMORE 5174 15" o.AK. 2420 5" S'(CAMORE 4733 6" TREE 5175 8" PALM 2421 12" SYCAMORE 4734 6' PALM 5176 B" PI\LM 2422 5" SYCAMORE 4735 12" PALM 5177 6" BAY 2423 4" SYC AMORE 4736 8" PALM 5178 8" PALM 2424 4" SYCAMORE 4737 12" OAK 5179 5" SYCAMORE 2425 6" SYCAMORE 4738 12" OAK 5i80 4" SYCAMORE 2426 4" SYCAMORE 4739 10" PALM 5181 8" PALM 2427 4" SYCAMORE 474D 10" PALM 5162 B" PALM 3001 12" SYCAMORE 4741 6" TREE 5183 4" OAK 3002 TRAY 4742 8" PALM 5184 10." OAK 3003 TRAY 4743 15" SYCAMORE 5185 15" OAK 3168 4" OAK 4744 15" SYCAMORE 5186 8" OAK 3169 4" TREE 4745 10" PALM 5187 14" BAY 3170 4" BAY 4746 6' MAPLE 5188 8" PALM .3171 12" BAY 4747 10" PAl.M 5189 9" OAK 3172 22" OAK .--- 4748 14" BAY 5190 8" PALM 3173 15" SYCAMORE 4749 12" PALM 5191 6" OAK 3174 6" BAY 4750 12" PALM 5192 12" OAK 3175 6" BAY 4751 6" TREE 5193 12" OAK 3176 12" OAK 4752 14" TREE 5194 8" PALM 3177 15" SYCAMORE 475.~ 10" BAY 5195 lD" PALM 3178 12" MAGI.IOLlA 4754 10" BAY 5196 4" BAY 3179 15" SYCAMORE 4755 10" PALM 5197 8" SYCAMORE 3180 6" BAY 4756 8" BAY 5198 4" SYCAMORE 3181 12" PALM 4757 8" BAY 5199 4" SYCAMORE 3182 6" CUM 4758 8" BAY 5200 4" SYCAMORE 31B3 8" MAGNOLIA 4759 14" OAK 5201 10" OAK 3164- 1-0'-PA.Ct.T----------------------- 47-6"0- Bc~-P-ALt;--------.-----..---------- 5202- 4-"--S-:a:y------------------ .---- 3185 10" PALM 4761 12" OAK 5203 6" OAK 3186 8" PALM 4762 12" PALM 5204 7" SYC AMORE 3187 15" BAY 4763 30 TREE 5205 4" SYCAMORE 31BB 10" PALM 4764 8" PALM 5206 8" OAK 3189 10" PALM 4765 10' TREE 5207 6" SYCAMORE 3190 15" SYCAMORE 4766 6" GUM 520B 4" BAY 3191 8" PALM 4767 4" GUM 5209 8" SYCAMORE 3192 10" OAK 4768 12" TREE 5210 9" SYCAMORE 3193 10" OAK 4769 4" TREE 5211 4" S'(CAMORE 3194- 6,T-cIJij----------------------------- 47-76- 14'7-cf.AK-------------------------- 52'-i- S-..--O-AK-----------------_. - 3195 10" PALM 4771 22" TREE 5213 6" SYCAMORE 3196 22" SYC AMORE 4772 22" TREE 5214 6" SYC AMORE 3197 18" SYCAMORE 4773 8" TREE 5215 4" BAY 3198 4" SYCAMORE 4774 8" SYCAMORE 5218 4" SYCAMORE 3199 4" GUM 4775 6" SYCAMORE 5217 s" PALM 3200 6" SYCAMORE 4776 6" SYCAMORE 5218 10" OAK 3201 8" OAK 4777 12" PALM 5219 12" TREE .3202 10" PAl.M 4778 6" SYCAMORE 5220 6" SYCAMORE 3203 10" PALM 4779 6" S'(CAMORE 5221 4" OAK 3204 10" PALM 4780 6" SYCAMORE 5222 6" PALM 3205 10" PALM 4781 6" SYCAMORE 5223 15" OAK 3206 10" SYCAMORE 4782 8" SYCAMORE 5224 6" SYCAMORE 3207 5" GUM 4783 4" SYC AMORE 5225 8" OAK 3208 8" GUM 4784 4" SYC AMORE 5226 6" OAK 3209 10" PALM 47135 10" SYCAMORE 5227 12" OAK 3210 8" PALM 4786 6" SYC AMORE 5228 8" OAK 3211 6" OAK 4787 6" SYCAMORE 5229 10" PALM 3212 4" OAK 4788 20" SYC AMORE 5230 9" OAK 3213 6" OAK 4789 4" SYCAMORE 5231 12" OAK 3214 10" BAY 4790 4" SYCAMORE 5232 6" OAI< 3215 10" BAY 4791 IS" SYCAMORE 5233 6" OAK 3216 5" GUM 4792 10" OAK 5234 12" OAK 3217 12" PAll"! 4793 14" SYCAMORE 5235 8" OAK.: 3218 12" PALM 4794 6" GUM 5236 8" PALM 3219 6" OAK 4795 6" OAK 5237 8" PALM ~~~~ :~:: ~~~M :;~~ ~~" S~~L~ORE -- ~~~~ ~~ 3222 10" PALM 4798 6" SYCAMORE 5240 12" OAK 3223 10" PALM 4799 14" OAK 5241 14" OAK 3224 6" OAK 4800 24" SYCAI.AORE 5242 6" BAY 3225 10" PALM 4801 6" MAGNOLIA 5243 4" SYCAMORE 3226 12" PALM 4802 8" TREE 5244 4" OAK 3227 IS" SYCAMORE 4803 20" OAK. 5245 8" BAY 3228 8" MAGNOLIA 4804 4" GUM 5246 9" PALM 3229 12" OAK 4805 8" PALM 5247 54" OAK 3230 8" OAK 4806 6" SYCAMORE 5248 8" PALM 3231 8" OAK 4607 6" OAK 5249 8" SYCAMORE 3232 15" OAK 48D8 20" OAK 5250 8" PALM 3233 6" CUM 4810 5" BA.Y 5251 8" PAW 3234 15" SYCAMORE 4811 B" PALM 5252 4" BAY 3235 6" OAK 4812 4" CUM 5253 5" SYCAMORE 3236 6" OAK 4813 6" SYCAMORE 5254 10" OAK 3237 18" OAK 4814 6" SYC AMORE 5255 9" OAK 3238 8" GUM 4815 8" PALM 5256 42" OAK 3239 12" OAK 4816 4" GUM 5257 4" OAK 3240 4" GUM 4817 8" PALM 5258 10" PALM 3241 TWIN 10" BAY 4818 6" SYCAMORE 5259 6" O~K 3242 15" SYCAMORE 4819 8" PALM 5260 7" BAY 3243 lD" SYCAMORE 4820 20" SYCAMORE 5261 5" O".K 3244 6" BAY 4821 10" PALM 5262 9" OA K 3245 8" PALM 4822 10' PALM 5263 7" OA~: 3246 12" PALM 4823 8" GUM 5264 18" OAf~ 3247 12" BAY 4824 8" PALM 5265 12" OAK 324B 10" PALM 4825 12" SYCAMORE 5266 9" BAY 3249 10" SYCAMORE 4626 8" PALM 5267 10" PALM 3250 8" GUM 4827 8" PALM 5268 5" OAK 3251 8" PALM 4828 8" PALM 5269 12" OAK 3252 8" GUM 4829 TWIN 8" SYC AMORE 5270 5" BAY 3253 6" BAY 4830 8" PALM 5271 11" OAK 3254 12" PALM 4831 8" PALM 5272 4" BAY 3255 TWIN 10" BAY 4832 6" PALM 5273 44" OAK 3256 10" PALM 4833 10" OAK 5274. 4" BAY 3257 6" GUM 4834 5" GUM 5275 5" OAK 3258 8" SYC AMORE - --- 3259 10" SYCAMORE 3260 12" MAPLE -- 3261 24" 0 I>,i~ '3262-'12" GUM ---. 3263 6" OAK 326"4- "12" P t;-Li,i--- 3265 6" GUM 326Sho" Syc:Ai;1oR:E 3267 12" PALM 3268 't2'~ALM.-n 3269 8" PALM 3270- '6" cu,~-.---- 327 I I 0" GUI,~ -- 3272-+i2"PALf,1 .--. 3273 6" GUM . -- '3274-7PALiT--- 3275 6" OAK - 13276 "B"O;;:i<."-- 3277 10" BAY ~27 g 6" P ALt.I -.--- .- 3279 8-"-SYC-A~.~C:Rt .--...- 3280 4" OAK -- ~261 8" OAI<--.. ..__ ~ 8"~:LM.-n- '32B3 T2"oA"'---.-' 3284 15" OAK 13285 12" PALi,in... 3286 4" BAY 3287 8"'-MAGNclLIA 3288 8" PALM 3289 10" PALM 3290 6" SYC AMORE 3291 8" GUM 3292 TRAV 60~;A!L --.-- ".3"293 2-0" OAK --.. 3294 12" OAk 329 5 12".'PAL~A--.-- 3296 12" PALM 3297 15" OAk 3298 10" PALM 3299 10" PMM 3300 8" OAK 3301 10" PAW 3302 10" OAk 3303 10" OAK 3304 6" OM~ --.-- .3305 10" OAK 3306 10" O~.K ---. ---- 3307 12" OAf~ 3308 6" MAGNOL'A .--- 3309 15" PALM 3310 IS" MIM -.--- 3311 6" OAK 3312 6" PINE ...-- 3313 6" MAGI,OLiA 3314 12" PALM .--- .3315 ,36" OAK. .3316 12" PALM .-- 3317 6" MACI<OL:A 3318 4" MAGNOliA . .-.- 3319 B" MAGNOliA ~~20 10" PALM -- .3321 10" PALM 3322~~.~~~ .---.-. -.- .3323 B' PALM 3324 1D" OAk 3325 12" P,ALM 3326 12" PALlA .3327 12" PALM 3328 lD" PALM 3329"'6" MAGNOUA-. 3330 8" PALM 3.331 ~-;;-PALM-- -- ...- 3332 6" PALM 3333 8" PALM ,3334 8" PALM 3335 8" PALM 3336 12" OAK 3337 10" PALM 3338 15" OAK 3339 12" PALM .f340- S-"-CIAK-- - _+.W_ 3341 12" PAU,1 3342 6" OAK 3343 10" PALM 3344 15" OAK 3345 6" PALM ~466".PALM'--" .--- 3347 12" PALM fn4s'6". PA.LM -- . ..- 3349 6" PAU,1 335('- 12'~-OAV::m---. 3351 10" PALM .._ .3352 10" MACf,-OUA- 3353 10" PALM .3354 6" OAK 3355 8" PAL\;I 3356 4" OAK -- 3357 6" PALM 3358 12 PALM 3359 10" PALM 3360 Ie," PA-CIA---. 3361 12" OA~~ .._ __ 3362"-?0Ai<--_.- 3363 10" PALM .,.._ 3364 ID" PALlA 3365 15" OM~ 3366 12 PALM 3367 12" O.A',{ lli6 10" PALM-- .3369 6" PAL\,1 3370 6" PALM _ __ .3:37,- S"-PAL"i,l----- .__ 3372 6" OAK 3373 10" PMM . __.. 3374 6" B-",Y 3375 18" OAK: ____ 3376 6" PALM 3377 12" OAI( 337B 8" PAL'~ ~j 79 B''PA"Li:;, n____ 3380 8" PALM Ifsl. lY-sA-.(-m-. ._ _. 3382 8" PAl.M 3383 10" PALM .. .__ 3384 6" MA,GNOLiA 3385 8' PAL~1 .__ .___ 3386 B" PALM ~ f;o"PALM-' 3388 6" PALM .3389 6" PALM 3390 8" OAI< 3391 8 OA,I< 3392 6" PALM 3393 6" OAI< 3394 4" OAl< 3'>95 'B''P"AT.M- _._ .3396 12" PALM.-- 3397 12" PALM .__ 3398 12" PAI.,M _ __ 3399 8" PAL\;! .___ 3400 8" OAK.. 3401 6 PALM 3402 1.0" PALM ____ .3;r0:3- iI"TALl.l-.--- 3404~; OAI< -.--- .3405 '6"OAK -.-.- n_ 3406 6" PA.LM 3407 8" PAL~' _____ ..._ ,3408 8" p",u,l 34D9 8" PALM .- . -- ..- 4835 4" GU"~ 4836 8" SYCAMORE 4837 8" SYCAMORE 4838 4" GUM 4839 4" GUM 48<10 5" MAGNOLIA .----- 4841 8"-PALM--'- 14842 8" SYCAMORE ---- 4843 5''''.GUM- . _._.____~ 12" BAY 4845 8" PALM 4846 8" PALM 4847 4" CIJI,~ 4848 1 0" R~,LM 4849 1-0' pi,Li~ 4850 I 0" P~.LM 4851 2i".B"AY- 4852 TWIN 6" TF:rr 4853 8"-ElAY 4854 2(~.TRE:"E' 48 55 6" -84',--' ------------- 4856 6" BAY 4857 8" P'ILM. 485B 8'" B AT -.--~ 4" i~i]iT -----~ TWI~j-12;' iREE __~~1 14" S'lCAWiOR~. -- 48sT li"P;;.L~1 4863 15" SYU,MORE -------.---. 48E~4- S" P.ALi,1 4865 4" BAY 4866 4" BAY 4867 15" OAV 4868 12" P,l.,LM 4869 12" PALM 4870 1 i',. SYCAMOF;:E -". 4871 10" BAY --------------- 487-i-zi" .O-AK-. 4873 10" PA.LM 4874 4" GUtJ 4875 6" fREE 4876 14" GUM 4877 6" O-""K 4878 8" PALM 14879 4" SYCA.MORE 14880 8" B~,Y '4881 6" O,t.,K ,4862 10" PMM 4883 10" PA.LM 4884 6" BA" 4885 6" PALM 4886 1 n" PALM 4887 8" PALM 4888 In" OAK 4889 6" PALM 4890 10" PHM 4891 24" OAI\ 14892 8" PALM 4893 8" PALM 4894 22" OAK 4895 12" OAK 4896 In" P~LM 4897 1 0" P~,LM 4896 8" SYCAMrJRE ___ 14899 8"_ ~~C:~MI1R~ 4900 8" SYCAIAI1RE 4901 20" TF:EE 49D2 In" PALM 4903 6" SYCAMnRE" 4904 6" GUM .-.-- -"...~. 4905 8" PALM 4906 10" OAK 4907 8" PALM 4908 8" SYCAMORE 4909 4" MACN011", 4910 8" PALM 4911 8' pb,LM 4912 8" PALM 491.3 4B" OA 1< 4914 {]'. PAU,1 4915 4' OAK 4916 4' TREE --------------- 49-1-~F 8-" '.SYC-AMnRF 4918 8" PALM ----- ~. Si'"PALM 492D 8" PALM 4921 1/' PAlM-' ..---- 4922 0' GUM ---- 4923' H}" -P AHA 4924- 8' PALM ------~25 6"SYCA,MORC' 4926 12" BAY u________________ 49-i:r 14".'TREE' ...- 4928 6" OA.K ----~- [;' nii< - 4930 6' OAI< 4931 10" P/i.lM 4932 10" PAUA 4933 8" PALM 4934 4' TREE 4935 4' GUM ~!~'~=-..L:..M 4937 6' OAK 4938 6" OAK 4939 8"OAt<. 4940 6" B/J,Y 4941 20" PINE 4942 10" PALM 4943 10" PALM 4944 6' OAk 4945 15" TREE 4946 E," OAK 4947 6,7 MAGNOlIA -- .- ---------------- 49-4ff f( M,41~-~iij I i A 4949 8" BAY 4950 6" BAY 4951 10" PALM .14952 10"PALM 4953 10" PALM 4954 10" 0 AK 4955 10" OAK ----- . '4956 15" OAK 4957 10" PALM --------------.- 4958- 16"-'p ALM 4959 6' OAK 4960 8' SYCAMORE 4961 4' BAY 4962 to' F'ALM 4963 Ill" F-'ALM -.--14964 8"S"'r'CA-i,1liRE 4965 14" SYCAMORE 4966 B"--i:-;iLM--- _n_ 4967 8' F'A LM 4968 8" PALM 4969 8' PALM 4970 8 PALM 4971 8" PALM --- ~. S'PATiA ...------- 4973 10" PALM 4974 4" GUM-. 4975 S' PALM 4976 10" SYCAMORE 4977 18" F ALM 4978 26" 8 AY 4979 8" Mt\Gr,IOLlA ___u___ -------- 4980--1 ~'" (i-Z-K .- 4981 E," PALM -------n-.~.8' OAk ..----- 14983 8" OAK 4964 8' OAK 4985 In" PMM 4986 8' i"ALM 5276 5277 5278 5279 5280 5')81 5282 5263 5284 5285 .. ..--'--'- 528€, 5287 5268 52B9 .:." 8AY 7" Oaf.: 6" OAK 6" OAK 6' OAK 6" OAI< 6" 04K 6" OAK 8" PALM 7" BAY 4""8 A Y 9" BAY 6" OAI< 6" OAK 5290 8" OAK 5291 4" BA" 5292 6" 'OAI< - ---- 5293 10" OAk' 5294 5" OAI< 5295 9' OAk' 5296 5" BAY .------..--- 5297 '9" OAfi-' 5298 4" OAK 5299 4" OAI' 5300 9" OAh 5301 15" OAK. 5302 5" SYCMICIRE ------ 5303 5"OAi<. -.- 5304 4" OAK ___n___ 5305 12" OAK 5306 4" BAY 5308 12" PALM ._~309 5' BAY 5310 6';--O-Aii 5311 15" SYC,WORE 5312 10" SYCAMORE 5313 8" SYC AMOR:E .-------.--- 5314. 4""-SYCA-M O-RE- 5315 5" MAPLE 5316 8" SYCA~IORF 5317 5" SYCt,MORE 5.318 5" SYCA~IC1RE 5319 6" SYCAMORE 5.320 <1" OAK 5321 7" SYCAMORE 5322 8" <;YC tM')RE 5323 5" O.ll,k.: 5324 5'0 BAY 5.325 5" SYC AMORE 5326 8" SYC AMORE 5327 B" S(CAMORE 5328 7" SYC A,MORE 5329 7" SYCAMORE 5330 12" TREE 5331 5" SYCAMORE 5332 5' SYC AMClRE 5333 5" SYCAMORE 5334 8" OAk~ 5335 6" OAk; 5.336 6" OAk: 5337 9" OAK 5,338 4" OAK 5339 5" SYCAMORE 5340 4" OAK. 5,341 7" SYC AMORE -----..--~-3"4-2 4" OAI; 5343 5" SYC AMOR'E .n__ 5344 20" TREE 5,~45 6" OAK 5346 6" OAK 5347 10" OAK 5348 10" PALM _____..__ 5349 10" OAK .. 5350 4" OAK ----~.~~~._- 5352 8" BAY 5353 i 5" TREE" 5354 5" SYCMAORE 5355 4" SYC AMORE 5356 4' S)C",~AORE 5357 7" SYCAMORE 5358 15" OAK ..____n ..--- 53'59- s-;,nb"AK 5360 6" OAK 53Bl 4" Syr.MAClRE 5362 TWIN 15" DAy, --. 536.3 15" OAK 5364 4" OM~ ------ '.--~65. ~BA-K ----. 5366 9" OAk: ----. m.__ '5367 ~t'Ak 5368 12" OAK .-------.--- 53-6~r 6"-O"A:I<:- 5370 8" OA.I< -.. .-~-371 ?-O~:V. 6005 4" OM, ----..-~. "TRAY' 6576 TRAV 6579 12" PINE 6580 12" Plt.JE 6581 10 PINE 6582 8" PINE .-----.. 6583 6" .PiNE 6584 8" S',CMAClRE 6585 8" Syf'A'AORE 65813 12" PINE 6587 6" 5YCAM(JRE 658B 6" SYC MAORE 6589 8" OAK 6590 10," DAI< _._.n. -- is~f- TO"-.OAK 659;:: 8" OAK 659.3 12" OA_: _.______n. 65~g4- 6"-0),K. n 6595 10" OM; 6596 10" OAK 6597 4" OAK 6598 10" Ofl,K 6599 4" OAK 6600 10" OAK 6601 4" OAk 6602 10" (IAK 6603 6" PINE .m .--- '6604- "Ef'.Pr"t..i[ .-- 6605 TWII'l 4" iJAk 6606 6' OAK 6607 10" OAI< 6608 12 PINE 66D9 12" DAI< ... -------.--~-1 0 l2".tJ-A~k -- 6611 10" OM~ 6612 TRIP 6"- OAK 6613 a" OAI< 6614 3" OAk 6615 5" OAk 6616 3" OAK 6617 3" SYCAMORE .-.- --- 6618 "5"-8 fy P.- m P ..- 6619 5"'-C,Ak: 6620 1 0" OA~: .-- 6621 8" OA~ 6622 5' OAI< 6623 8" DA~ 6624 6' Ol>,k 6625 g" OA!: - P ..... 56-g- 6"-OA-" .----. 6627 7: OAk -- - ~528H 12';-.8,b,) ~-~._._, -.. 6629 5" IJAr. 6630 4" OAK 6631 4' OAr 6632 TWIN 5' ~'AK 3410 8" OAK, 3411 12" PALM 34:12- 10''''''0.6::(--- 3413 15" P.4LM l---.- . - .-... 3414 8" O,l.K. 3415 8" PALM 3416 8" OM 3417 10" F'ALM ,H1B 20" rlAK. :\419 4" IJ/J~ .3420 12" r_l\l M ,,42: 4" r: Ak .'i,172 5" Pt,: M 54.~13 4" MA r;~~nLA :~4::4 6" tl/d< ~~4.25 6' nAf< ,'142R 8" Old': 3<127 8" F'AU,l ,1428 6" C1 td< ,H,'9 ~. PAl M ,'\4.31 8" S YC AMGR" :~.~___ 8" S'ft: AM~:~E .3452 10" I-'.AI M .34-.33 8" LllM 3.43~r \2" CiAf( ,14.3S 12" PAl M 3~36 12" PALM 34-'>7 10' "'ALM 3~1' 38 - 1 '((' PALM --. 3439 8;: CUtvi 344{1- 8',- C!/~,K 3,.101 Si'-P/\LM 34~2 6"" O/'k .3443 6"--PALM 3444 12;' O.t..;.~ -< .344:' 1.2'; f1ALM 3~47 ~:'F.'A~t.1 ..._ ,\448 8" GUM 34-4-0 12" F'ALM ,,45n 4" SY,~AMr,RF 3451 8" SYCAMORt. .1~1S2 1[1" r.td,M 34-53 10" PALM .3454 1 n" rAI M 345':1 15" U.4i< .3456 4" 11/01, PALM PALM D,l.1\ OM 3457 B" 8" 4" ,i'; 3453 3459 3460 3461 4'. Q ,t..,!,~ 34-62 ~'-'bA,( .54135 6" MAL,NUL~A 34-64- 12""0.4'< --. 34-65 4-" MAGfWUA 34f.6 ,2';' PALM - 3467 12" OAI\ 34138 12' ('4-"' - H_ 3469' i2." PALM ~.?~~.OA.':..__ 34-7' 1 0" 0';1< 3472 12.' PALM 3,\7"3". i4." OA!< 5474 4" OAK. 3475 B';O/,i.~ ~-- .\4;'6 4" MAGNnUA 3477 5"'-6 AJ7 .u_. .\4/8 4" 11M>: 34/9 12" lit.,;.; 3480 8" OM< .34-131 10" PAl ,I .34132 6" 8 A Y ,)48, 8" IjAl{ .3484 8" PALM ,He,:> 8" PAl M ,\486 10" iL~j.t I SHEET 4 OF 41 ..--. 4987 15" OAK 6633 4" OAK 4988 5" OAK 6634 12" OAK 4989 4" MAGNOLIA 6635 8" OAK 4990 10" PALM 6636 4" OAK 4991"18"OA~ 6637 8' OAK 4992 6" MA.GNOLlA 6638 8" OAK 4993 110' 0.41< 6639 10" OAI< 4994- 8" OAK 6640 8" OAK 4995 6" SYCAMORE 6641 4" OAK 4996 'I.'i" BAY 6642 8" OAK ~997 8" BAY 6643 6" SYCAMORE 4998 8' PINE 6644 5" OAK H199 18" PINE 5645 12" OAK 5000 10" PINE 6646 4" OAK 5001 18" OAK 6647 4" OAK !O002 8" 8 A l' 6648 6" OAK SnO.3 13" 0.-'\,: 6649 10" PALM ~U[l4 12' BAY 6650 12" PALM 5005 8" Plr,E 6651 4" BAY 51106 G" PINE 5652 10" PALM 5007 6" PINE 6653 5" GUM 5008 6" PINE 6654 12" PALM 5009~-". PINE ._~-- 6655 10" OA~. 51110 13" PINE 131356 5" GUM 50il" 10'-PINE----. __.n' --- 6657 22'" SYCAMORE-- ",1112 11D' SYCAMORE 6658 8" GUM 5("3 16" p~- --- -... --6659 10" PACf~-'-'--- 5014 16" PINE 6660 5" BAY 501S..n2';-PINE ----.-- .. --- 6661 10" PALM 50181c"PII'lC-'-.-..-'- .--- 8862 5" OAK ___n ... 50j"7~'" PINE ----.--- 6663 "8" PALM--------.. 501'8- 8". iiAK--------. .----- 00--------6664- 8'--PA-CiA .__n______n. 50iTs' OAK-- -.--- ~~ 4""-GUM---.---- ~020 8" OAK .. 6666 4" GUM _n'_ _.___ _ _ _... u_.. 50~1. ~"~i..~~MORE .___ 6~ 8" PALM __._.. ~022 6" OAr.. 6E-68 8" PALM .~g~2': F'!NE ______. 6669 10" PALM ~,024 6" SYCAMORE 6670 B" OAK. 5025 6" SYC AMORE 6671 4" GUM S02G 6" OAK 6672 8" PALM 5027 C' OAK 6673 22" OM 51128 8" OAK 5674 6" PALM 5029 6" 8M 6675 113" fREE 5030 e," SYCAMORE 6676 8" TREE 5031 .~" _BAY ____ ...____ ~~~. PALM__.__. f,0.32 -" OAK 6678 4" GUM 5033 6" 8 A Y 6679 22" HIC KORY 5034 '8".'8'AY---' 6680 TWIN 8" SYCAMORE 503" 9" OAK 6681 6" BAY 5636 5'". OAK ..--.. 6682 TWIN 8" TREE ~037 8" OAK 6683 fWII, 8" BAY 5038 5' OAK --- .- 6684 4" GUM.-- ..---. ~L~~~j~ e~____.__ ._ 13685 5" MAGNiJLlA ._... 504-0 17" OAK 6686 8" PALM 5041 ;g" PINE 5687 8" PALM 504219' "PINE----.- --._.6688-~PALM--- ..- 5043 6" BAY 6689 8" PALM 5044 9' OAK 6690 12" OAK 5045 4" OAK -.... --- -.-- f,691ts" SYCA~M-ORE- 5046 5" OAK 6692 24" OAk -.,-..- 5047 5" SYCAMORE 6693 6" BAY 5048 7" OAK 6694 8" PALM 5049~" OAl< ...,--.-.--.- 6695 ~.TRE( __.__n__ 51)50 4" OAK 6696 10" P"-LM 505l1-s" OAK ._-- 6697 22" HICI<ORY----.- 5052 6" OAK S69S 6" BAY -.,-.. 5053 7" SYCAMORE 6699 4" GUM 51155 4" OAK 6700 6" BAY 5055 8" OAK 570 I 8" PALM 5057 7" OAK 6702 10" BAY 505B 5" OAK 67D3 5" GUM 5059 4" BAY 5704 B" PALM 51160 20" OAK 6705 6" BAY 51161 <1" OAK 6706 6" GUM 5062 5" OAK 6707 4" GUM 5063 8" OAK-- - 5708 10" PAlM----. 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(/) (/) ct:: ct:: W W ~ ~ Z Z ;: ;: o l..1- 0l..1-0 ::E 0 ::EO::E 3:~>-~3:>-3:~ ct::O~Oct::~ct::O -,0_0-,--,0 (/)l..1-()l..1-(/)()(/)l..1- SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST CITY OF WINTER SPRINGS FOR CENTEX HOMES OF FLORIDA, INC. 385 DOUGLAS AVENUE AL T AMONTE SPRINGS, FL 32714 661-2189 INDEX OF SHEETS COV SHT 1 OF 1 SY-1 NT-1 OS-1 ST-1 UT-1 GR-1 DR-1 PP-1-4 DT-1-5 CD-1-2 LS-1 COVER SHEET BOUNDARY AND TOPOGRAPHIC SURVEY SYMBOLS & ABBREVIATIONS GENERAL NOTES OVERALL SITE PLAN SITE PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN PLAN & PROFILES CONSTRUCTION DETAILS CITY OF WINTER SPRINGS DETAILS LIFT STATION DETAILS 431 _. A 3 lid! c-'" ~ U\ ~ i "'k .,-..i Vl -- ~ ~. J- II! - ,.., 1& ' I o ~ ~ II 2: I' ............ lo,.o... . VICINITY MAP 'i1r MYR LE <n, \ ~ I- I ~ I ~~ N lXJ l"- e I"') g o "'11::1' N CD I . UJ ~"D, IW I . 0 :0... z ~.' ;~ ~ -< 0 !::::! ,I <{ ~ u ~ F :J Z . < ~ u.. o (f) ~ w < .-J u 0::: c;: <{ i= I ffi u u ~ - Lf1 err ~ _ ~IL u ~ \,..lINTER \~ \ - IJ \~ SPRINGS~' \ ./. < . ..sW//// ,'" ~ . . ~ ~/",j ~ ~% 434, ~:f}J~ ~ ~ 0'. ~ [ )" ---;t'~ ITI~~'~~~.(-~ DVIED ': 011'10(4 LAKE}\. 1)7.~/~~ P" _cy ~~~W:~ /_~~~ I I j ~ ~~~~~ )V ~3 ~~ (:]'~ /g~~SUNR SE ~ ~ < n n m RED BUG L KWROAD / ~~) -.l _J.> ,...&.-- r "'? _ ., / J SLA VIA ~ ~~~ : ~ ~ / ,J~. ~.., ~ ,. :> P~.~~~: IDGE 5101 LQke Je55up ~ 0::: W W _~ Z __ 0 ~ z w 1\ l CIVIL ENGINEERS E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 r- N r- r- N ==-== ~ () W -, o ct:: a.. w > ct:: ::::) () (/) . ct:: W Z C) <( 3: <[ >- <[ lL. <[ -.l SURVEYOR'S NOTES. J.EGF;NQ -OHU- OVERHEAD UTILITY LINE o OTHER RECOVERED SURVEY MONUMENT PB PLAT BOOK PC POINT OF CURVATURE PCP PERMANENT CONTROL POINT PG PAGE PI POINT OF INTERSECTION SJR CPP EB TSB RV F,D.OT, MEC ~ MORGAN ENVIRONMENTAL CONSULTING MEC WETLANDS FLAG 5T, JOHNS RIVER WATER MANAGEMENT DISTRICT CONCRETE POWER POLE ELECTRIC BOX TOP OF SWALE BANK REUSE VALVE FLORIDA DEPARTMENT OF TRANSPORTATION (AS PROVIDED BY CLIENT) CHORD LENGTH CHORD BEARING CERTIFIED CORNER RECORD CENTERLINE CHAIN LINK FENCE CONCRETE C CB 1, THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SUBJECT PROPERTY AS MONUMENTED, HAVING A BEARING OF S83'08'18"W. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT-OF-WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF LAND. 4. I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120289 0135 E DATED 4/17/95, AND FOUND THE SUBJECT PROPERTY LIES IN ZONE X. AN AREA OF 500 YEAR FLOOD. 5, NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & MAPPER. 6. ALL RECORDING INFORMATION SHOWN HEREON REFERS TO THE PUBLIC RECORDS OF SEMINOLE COUNTY, 7. ALL LOTS SHOWN HEREON ARE IN BLOCK 0, D,R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NO LOT DIMENSIONS ARE SHOWN ON PLAT, PARCEL 1: LOTS 18, 19, AND THE EAST 219 FEET OF LOT 20, SOUTH OF THE NEW S.R. 434, BLOCK D, D,R, MITCHELL'S SURVEY OF THE LEVY GRANT, PLAT BOOK 1, PAGE 5. AND ALSO CCR ct CLF o PERMANENT REFERENCE MONUMENT POINT OF TANGENCY RADIUS RECOVERED CONCRETE SURVEY MONUMENT RADIUS POINT SANITARY MANHOLE SIGN STATE ROAD NUMBER STORM MANHOLE UTILITY POLE WATER VALVE PRM PT R GJ RP ~ 6. DELTA ANGLE - x- FENCE ~ FIRE HYDRANT /yY0 GV ~ GAS VALVE ~ GUYWIRE -HVW- HIGH VOLTAGE WIRE L ARC LENGTH LB LAND SURVEYING BUSINESS LS LAND SURVEYOR Q: LIGHT POLE PARCEL 2: LOT 20 SOUTH OF THE NEW S.R. 434 (LESS THE EAST 219 FEET) BLOCK D, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, PLAT BOOK 1, PAGE 5. -u- (Q) 'lli wv [X] 8. THE ELEVATIONS SHOWN HEREON ARE BASED UPON SEMINOLE COUNTY BENCHMARK 4734001, BEING A PK NAIL & DISK IN SIDEWALK :i:6' SW OF THE SW E/P OF S.R. 434 NEAR THE PROJECTED C/L OF CENTRAL WINDS PARK, HAVING AN ELEVATION OF 45.572 FEET SEMINOLE COUNTY DATUM. 434 (S.R. 419) PLATTED AS PB 1 HICKS AVENUE PG 5 FORMER No. RIGHT-OF-WAY VARIES STATE ROAD ROD FOUND RAILROAD SPIKE FOUND 5/8" IRON ROD & CAP "FOOT" 801,60' -----------~ ----. ~OHU-CHl-- ~~OHU- - -OHU-OHU-CHl-ClltU-OHU-QHU-OHU- OIOl_~_l.l'O_ 32~_ ClltU~"" CHI '"!_ _-0I00l CIHU - .... .... ({)>l ClHU - OHU 0Hu --~-~OU~D :'X4~: CONCRETE MONUMENT rr _I -, NO NUMBER "I " 1: I . I " I 1 I "I " \ l I " I " \ I I " I " \ \ I . I " LII_I-l 1 ---- - ~ \ DROP INLET ---- - - -l-...... TOP - 30,18 ~ _ N,INV,(IS"RCP)"26,12 ----~ _ S,INV.(lS"RCP)..2S.98 -... _ N,E,INV,(6"PVC)..27,33 , ---- - , ---- IlI1U IlI1U CHI IlI1U -QiN -&itu~~~~::"'" -- -- t-- QlU-OOu_ I QlU - QlU -. 00u_ 0Hu I -ClHU_....~_ 1 I I I I I I 1 I I I I I I I I mlro "'-1"'- I 1--11-- 010 .-J(.-J I I I I I I , I I I I I I I I I 1 I 1 I I 1 I I I I 1 I I I I 1 I I I - I ~, 1'''_ ~ ~ ~ t;j) 0;2; .... CHI ~CHI .... CHI DROP INLET TOP '" 26.95 N,INV,(tS"RCP)-20,3S S.lNV,(IS"RCP)-20,OS N,E,INV.(6"PVC)=21,55 N83 .05'56 liE 219.10' DROP INLET TOP .. 27,78 N,INV,(15"RCP)=22.88 S.IIW.(t5"RCP)-22,88 N,E.lNV,(6"PVC)-23.88 ""'\\ ~ ~ ;2; ~ ~ ~\" (;1 ~1J \0 ~y \Q ~ >:'1- o L ~ o <J'l CURB INLET fAST BOU ""- "\ 2' CUReND S,R =- ,&c CUriER 434 '/.0" ~-CQtyC S ,. =-: -- W / I <11. ow ~& I =-::: / I '. l' I ~ / / ~ I CURB INLET " , / I TOP - 28,32 ' / I E.INV.(18"RCP)-20,72 \ \ /1 " ~ W,INV,(18"RCP)-2D,72 \ I /(/ I "> \ " .), I 2' 9 I ~' I CURB INLET / r <h~ ~, I TOP - 29.09 ,/,JD' I E'INV,~'8"RCP)-22.44 MEC SJR2p7 I'" " ~~ I W,INV. IS"RCP)..22.1S I I I " N.INV, 1S"RCP}-22,47 I I I N,E,INV.(6"PVC)-23.19 \ I I I I I I I I I \ I I I I I I , I I I (1;, MEC SJRl06 " T/ I I " I I " I I I I I I , I I / ~ ~C SJR2j~ \, :" \ I I I ' I ' I , I \ I \ \ , I \ I \ , , \ , J I , I \ ' I I " I I , f I , I I \ , I \ , I I , I \ I I \ I \ I I ' I \ \ I I \ \ I \ \ \ \ \ MEC S~201 I I \ \ I I I I I \ I \ I " \ I " I I , I I " \ \ ' \ \ " \ \ ' \ \ " \ \ , ,\ ' " ' \ \ \ \ \ <\) , ) ~x:; s / , I G'" ~<\) I f rEC301 // <<~ ~ / " 'I I t'~ " I I I~ I ~'V) I I 1ltl?,M1C/32 ,Ii / / , . / I , I ,\ " / ' \ 'I / I I , \ ~EC303 ///PARCEL//1 \ \ ):\ / / : \ , / \ I I I \ I ,\ I, / I , I ' I 1 , ',1../ I \ I I \ f'l' MEC30~ \ / :... '. I \ \ 1 \ \ I \ \ / I \ I \ \ 1 I I , \ I \ I , I \ \ , I I , \ \' I I \ I' I f I \ I ' I , \' I I I , \ \ I :. I I' II I I \' C() I I" I N I \?..> I \ I I \ I .h \ \ : \ ~ J, \ I I I I' \ : I :: \ : \ I, \ I \ (" "'...... : \\ ,\ '... I \ \' 'I \ " ~ I \ \ \ I I \ \, I I \ \' I I \ \ ' I I \ \ " I I \ \ ", " I~---L N8T07' 44\E , I I I - .- N83.11 '53"1:\ "", ,280.15'( ) -, I ,-------_ \ , I I J --__I , I FOUND 1/2" IRON Q S83.08'18"W ROD & CAP "LB689" "- FOUND 4"x4" CONCRETE MONUMENT 0,3' SOUTH "RLS1263" 9.5'5. , 5.8'E, SET 1/2" IRON '. · & CAP "LB6393" V UNDERGROUN[}. CABLE MERKER IVA 60' 0' ~... 30' J 60' t / / " / / / / SCALE 1" = 60' \/ DROP INLET TOP . 34,97 S.INV'(15"RCP~=3D.60 N.lNV,(lS"RCP ..30,74- NE,INV,(6"PVC -30,83 aCt) Lua 0< 3~ ~~ I \ 1 I I !It<ii;:-.;:: I 1!llOi;:-.;:: I I : /R::::;:<6 : (805'00' 0> ,L. I !llOi N, ,::::;: '0 I ~ " ~8 I ~ '~', I '"J6' I ~- ","...: ", tL____Q~<.-<;H-----~~ ...~ ,_ I CURB INLET I < 4.05' .....~ , I I TOP.. 31.52 I '9" ~ II '" _ lS E.lNV.(18"RCP}=25'42 , Cs I I /' : I W.INV,(IS"RCP =25.37 I :::::/v I I I' I N.lNV,(15"~CP ..2S,44 : /4.'05 \ I \ \ I N.E.INV,(6 PVC)=26,27 I 4. SO" 't \ \ / : -~I4t-c 1\ I I I I ~ \ I' I I l__________..... 1 MEC SJR1~0~ ~' I ' I I '..... I vl;I > I" I I " I ,/ / ~ ~'J'>' I' \ , '-....J _"" -- ~ Mt'C S'JR10l-ll I " I , 1------- / '" \, , I : ", " I : ~9 \ ~ \ I "I I I /\ '\ \', , I " I I I '" ~ ~ I '\1 I " 'II 2 I I I" I " \ \ TOP.. 33.77 :::l ;:t; I' I ~ ,~- 'l-'ill \ ,: E,INV,(IS"RCP)=2S.28 I, ~~- I' I /!t /" ~''- 1"-: I 1 X W.lNV,(18"RCP)-27.83 , " ~~ I \ I ~/.---- ~j / I, I, I N.lNV,(15"RCP)-28.17', '\ S : \ MEC SJR1I5J,~ ,./ ~ v / '! /' \ N,E,INV,(6.P\VC)-29.~6', \ ~ , ../ .... '<' ~ ,1_ I ' \\ \ "".... , '" "I t'. .:::-.; / ,/ /, Mf.C SJRtO:3 \: " \' ...........:llb~, , /;'/ I ~V./.i r/' I' \ \ I " \' ~ \ MECSJR1140i14~/;' "<t".\ /,~>'(J /~ 1/ \ \ \. \ \ \, , ~ I / ,(,' \ I' , \' " //',,// . II /' (29,0 ,'t \ ,', ' \ ' ,,_ ~ ^r I ~ I \ , \ , " \" //-/ / ~fJ.9 : 0.93/ ACRE / ~ t.lEC SJR104 \ \ \ \ \ (' _...-:.... 1/'1, \ I \ \ \ \ I !Ii'" I / <);J 0/' \ I , \ I \ I 0MEC sJ'R113 /' i .; fh MEC'sJR10S \ \ \ " \ \ TOP.. 44.07 \ / ~("'\ /' I ,/ I ' , \ I \ \ \ E.INV,(18"RCP)"33,96 V 'I. / ' \ \ \ , \ I ~"? ~ r~ /'<>.. II ,.r 1<8.{] , ' \ , \ I \ \ W.lNV, 18 RCP =33,04, / r_V v / \ \ \ \ N.lNV, lS"RCP -33,1S \ I \J''':; : / ~--:'~~E;AdR1e60-___~ \ LOT 19. BLOCK D\ \ 1 \ \ \ I ;{~ : / /',~MEC SJR)f'J7 \ 10,59 ACRES (P) " \ \ \ \ \ \ /' '/ " \ 1\ \ \ \ I <>.(J : ' ' ~ /": / " PER PB 1, PG 5 \ \ \ \ \ \ I (I' "i~ ' ,," '\ \ \ " \ \ I ,/ . . /' ;;l/,~.lI!lJ MEC SJRI98'/ " \ \ \ \ \ \ \ iv \ 1 \ X ,/ ",,"""'."_" \ \ \ \ I \ \ '^ 'J ~~ , /. MfC sJR " ././, - 1 / ' \ \ \ \ \ \ ,"", t, , 'Vf> ~ , /)$ SJRll0 . ~'10j_': " , \ \ , \\ \ \\ (\~ \./!>II 'CURB INLET ,V'S,,,, I,~ "'-' MEC SJR111 ,J.,. _ '<8. ' , _ ' ',I" \ , , , \' \ ." V,,,,; ---- .---- v..~ .,- ,6 <0 J I ( \ , , , \ , ,,<t) ^~J\ I TOP.. 44.07 I (:)J. : ~'/ "i : II \ ' , , \ I SX;"" \ \ I W,INV,(18"RCP)=39,94 'I Q "i I I (J) I I \ \ \ \ \ "'. \ I N.lNV.(IS"RCP}-39,99 \~~ ~ v..l>:. " "<t I 0 I \ I , , , ~ \ \ \ \L I \ \ \ , v9 S: ftl .. I N 1 ...- \ " \ \ \ ~ \\ \ , ~) : ro \ \ k ' '6'.':) "i ,1 I-- : I-- \ PARCEL 2\\ ' , '\ \\ \\ "1"'- \ , .\:::::2685'o.,CJ'o2'CPP :-.::: (; ,0 ' '3 \ \ \ \ \ \ '. \ \ f-'.] f- '. '. L"i306.0B' <1.. \"'"" "I 'I.-J \ \ \ ' ~ \ \ I \, \\ 01\0 \ \ /::":::::'6'31'54';' 702'" 2{] I \ v, \ \ .-J 1 \.-J \ \ C8 L. ' ~, ; ., : ' : \ \ ,.!, \ '. '. '. : '. \. 'I "\ S60'16\4"~ iJ"' , , I I ' \ '0\ \ ' I \ 'ii> 1 Yb \ \' ' l:. I I , I \' \ \ '1\ \ , ' I ..' I \ '" 'O'l 'ql \ \ ~ \ \" , : I I "t, \ <.it ~ \ ~ \, \: \ \ \ " " 1 I I "....0 \ ~ \ I \ I I , ' I' \ \ I "0\ \ \ \ \ I \ \ \ , " I I 4, \ , ,+:-" \ I \ 'I I \ \ , , I I "\ '..r", ' , \N \ \ \ \ \ I I \ \ , , , I , ' ' '-:s;.~ \ \\ \\ ' ~ I \ I ' , J I , ' " ""'\ \ \ \ ("'\ ~ \ \ \ ' , I \ \ " ',\ /N ~ I \ \ \ '<V ~ I' " ' \ \ \ \ r~ ' I I \ , " C; \ I" ' ',\-1-<--, ~-'" 'r~ ~~' " " " " '''I ~ , , I __...' ,\ v 7 --0 ,~V I' \ "'^ '" · , I " _'" , ',' \ ". \' Q' " ~ ,I' \ \ , c::f" :v ' ~ , , "''''''' \ 0 05 ACRE " \ S7J., 0, ,~ ,\V 'I " \ \ \ " ~ ~c:;> ",~s 1 6 1 2 "A, C PI E S ,,--------------'" '" . \~\ \, LIil>.\~IC40~7~" ~~ \ \\, '" \ \ \ ", ~ "f!; ", '..:po, . ff\ \ '-';""\ "k ., \ \ '\ \ Z', SITE BENCHMARK ,CPP , ,\ \ ' C\ , I, ' ,0 .... EB , \' MEC406~', " " ""s ': ' \ \" ',01 FOUND NAIL & DISC ", ~ " I \ \, 3 '" ">../-5' ~~ \ \ \ \ \ U1 "SEMINOLE COUNTY" CONCRETE,SIGN ,., '" II ,\ 2,184 sq \t', MEC4"Q,1 >Y}.. "., \ \ \ \ '+:- 5 56'E 6 8' POST, ~ , \ \ 0 05 '~ Z \ ~ ~... \ ' \, '~U1 ." .2 N. '....:-..~ r, \ \' . Cc;e,}, , 0 . ~ ""'" I \, " ' ,-, _-----, \ " \ MEC405t11::. ,,_, ,LliO\ "\" I \ 'X' \ ' \, ' N" en ,ELEVA TION = 45,57 " &:-..'- _---- ',I' \ ~ \i()/ , ~ N I \ 1:'\ \ \ \' '.;:f" 0' \ R 2685 0........ ,-, ... , , ", \', .EC"" ',l!.. :!; '" \ \ ' "" , . \ t, = , 0 ',,, ' " ' " '.' .ECO'>31i!hO c 0 \ \', ,,' , ':e " L=290,1 4 '" / \: ".... " P 0 8 \MEC402~,O" \ \1 " \N8:t08"t8"E \ 140,71\ \ " 1l=6.11'29" , i\ N83'08'1~'~~ 954,17' '. ACCESS P;RCEL i\ \ \: \ A"i'CE.SS, PARCEL (LESS PARCf;l- PARCEL 2) "CB=S 53'54'32"E ' I " \ r \ I \1 \ \:{ \ ' \ " , ~ t-II ~,_ _ _ _ _ ~,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~\ _ _ - - - - - - L\ _ _ -+ _ _ I _ ~ -1- _L_.?8~,'08~ 8 "W'\- _ ~,~ _ _ ~'\- _ _ _ _''...... _ 495.0~ - - - '------- I I. I ,,' \ , ----"":::---- _, I \ ", SOUTHERLY LINE OF LOT 19 \ 20' WIDE UTILITY EASE~ENT (O~B 1346, \ G 2Or3) 1\ PER \F,D,O,\. RIG'tt~-OF-\\!AY MAR, SECTION ~o. 77070-251~ SOUTHERLY LINE OF LOT 18-----__ SW CORNER OF LOT 19 20"WIOE UTILITY EASEMENT (ORS' 1377, PG 718) PER F.G.O,T, RIGHT-OF-WAY MA~~~CTl?."'- ~o, .77~70:~5~~._ ,1j-~9,.1J' - '- - - -FOUNO-'/2" IRON - - - - - - ~Vi'L"C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/-~- - - - - - - - - - - - - - '= ~-~'-=.:= '=- ~-::-,-=-'=: '=-. --'~ ROD & CAP "LB68" -v' 6' ClF CORNER 14' SOUTH SET 1 (2 IRON /-/ '- ROD & CAP -- LB6393"--/ () ~' SOUTH " @--FOUND NAil & DISK "LB 6429" 17,1'S.,5.1'E. OF R/R SPIKE FOUND 5/8" IRON ROD & CAP - "FOOT" '" .. I . ^, I ~ IV I "- I 1\' 1 "i 1 I I I I I I , , , , , , \ , , , \ \ \ \ , \ I \ I , \ I I I ')- I ~ LOT 20. BLOCK D 10.59 ACRES (P) PER PB 1, PG 5 'l-~l '" "'... I, t;' '". .f \ , ~ , <0 . \ ~. I \ \ \ , \ 1<0 ~i ow I ~ '0 DROP INLET TOP - 37,37 S,INV,(tS"RCP)=33,3S N.INV.(lS"RCP)..33.37 " MEC SJR204-~ MEC SJR202~ A> -> ~ .. <0 Ol ..0 f".. f".. o N I- o .-J ,- N I-- o .-J ./ MEC SJR112 ~8'6 w ~ ex, o n .... . (Q o (f) , <0 \ ~' MEC305 0 EAST 219.00' OF LOT 20 BLOCK 0 ,- I I \ I \ I 219.00'(tA) I \ \ 218r~'~) \ , I , LOT 26 6' ClF CORNER 16.5'5, , 10,0'[, SITE BENCHMARK.J: SW CORNER OF LOT 20 : FOUND 5/8" IRON : ROD & CAP "LB6429" : ELEVA TION = 24.27 : 4=- - LOT 27 LOT 28 I SHEET 1 OF 1 I W -l >- (j) W Z > 0 Ct: i= :J (j) (j) 0 <( Z (j) 0 0 <( (j) (j) Z 0 I -.J 0 0 0 -.J I- Z z i/i 0... W <( <( 0 <( ~ -l -l 0 :> Z Ct: l- I- 0... W <( 0 0 W W 0 Ct: -l 0 W ~ ~ l- I- 0... I- W 0 <( 0 0 0 ~ I- 0 W W W 0 (j) (j) (j) 0 0 ....J :> :> :> 0 0 W W W W <( <( Ct: Ct: Ct: Ct: 0 ,- N N N w 0 0 N 0 ~ 0 I- ......... ......... 0 ......... ......... <( CX) CX) ......... l() l() O"l 0 N '- l.() N N N ......... ......... ......... ......... ......... O'l O'l N N I"') I"') d ..- N I"') '<t l() <.0 Z ~o 0... ;>-: w 0 Q) -l I- o ~ N W 0 O'l > Z (J) ~ ~ ~ 0... <( ~ 0... Ct: (j) <( 0 <( L{) >- W > 0::: ~ (f) () I D- <C 0::: C) o u. o I- LL o o f-f"') ...~ 6 -:>N 01 0:::c.D 0..1"} 02 20 <(I- -lu (f)W 0(f) ZLL 0:::0 0.. (f)Z o Wf- I 0::: f-O 0.. c<3 >- cr: <C o Z ~ o OJ o o CD N......... Ct: (j) (J) (J) J J ~ '- f-l N O'l 0 W ~ 0 <.0 J (f) w II <{ t-. ;>-: <( .- CD o 0 Z 0 Q) -.J o W J LL w Z -l ~ <( <( o Ct: (j) 0 <( o 0::: o -l lL.. >-oo f- Z :::> o u W -l o Z ~ w (f) (f) o Z 0::: 0.. (f) 0::: W f- 2 ~ c( <..? 0 Z ~ ~ CL'" :2 CL 0 A' 0 0: '" ~ ~ ~ fi ~ ~ <\:) 0 (Jl Z ..... lilJ,B .,... N F ~ ;, ~ ~ [; ~ .... ::c ~ l- e ~ 0: ~ t;;g~ '" F"'~ ~ ;) G: t;; i= c( 0: ... LU o U N I") m0 w3: lLO u) C o (f) '> (\) Ct: C\l o o N A A AB ABD AC AC-FT ACP ADDL ADT AL ALT AM AMP APPROX ARV ARW ASPH ASSY AVE AVG AZ B BFP BL BLDG BLVD BM BND BO BOC BOT BRG BS BV e CAP CB CC CEM CF CFM CFS C&G CI CIP CJ C/L CLP CLR CLS CM CMP CMPA CND co. CO COL COMP CONC CONN CONST CONT COORD COR CPLG CPP CS CTG CTR CTV CULV CY CYl o DBL DEG OR . DEFL DEPT DET DHWL 01 DIA DIAG DIM DIP DISCH DIST DMH DN DRN DWG DWY E E EA EC ED EF EFF EG E/L ELB ELEC ELEV ELLlP ENC ENG EOP EQ EQUIP EQUIV ESMT EST EW EWL EXC EXIST EXP EXT ABBREVIATIONS AREA ANCHOR BOLT ABANDON(ED) ACRE(S) ACRE FOOT/FEET ASBESTOS CEMENT PIPE ADDITIONAL AVERAGE DAILY TRAFFIC ALUMINUM ALTERNA TE BEFORE NOON AMPERE(S) APPROXIMA TE AIR RELEASE VALVE AIR RELEASE VACUUM VALVE ASPHALT ASSEMBLY AVENUE AVERAGE AZIMUTH F F&C FD FDN FDOT FF FG FH F&I FIG FIN FIT FL FLR FLEX FLG FM FND FPH FPM FPS FT FTG BACK FLOW PREVENTER BASELINE BUILDING BOULEVARD BENCH MARK BOUNDARY BLOWOFF BACK OF CURB BOTTOM BEARING BOTTOM OF SLOPE BUTTERFLY VALVE GA GAL GALV GM GPD GPH GPM GPS GR GRD GSP GV GV&B GW GWT H HB HDPE HDW HORIZ HP HR HT HW HWL HWY HYO I 1-4 IA ID IF IN INL INS INST IP IR INT 'NV J CAPACITY CA TCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CURB AND GUTTER CAST IRON CAST IRON PIPE CONSTRUCTION JOINT CENTER LINE CONCRETE LIGHT POLE CLEAR/CLEARANCE CLASS CONCRETE MONUMENT CORRUGATED METAL PIPE CORRUGA TED METAL PIPE ARCH CONDUIT COUNTY CLEANOUT COLUMN COMPLETE CONCRETE CONNECTION CONSTRUCT(lON) CONTINUOUS COORDINA TE(S) CORNER COUPLING CONCRETE POWER POLE CONTROL STRUCTURE COATING CEN TER CABLE TELEVISION CULVERT CUBIC YARD CYliNDER JB JCT JST JT DOUBLE DEGREE DEFLECT(I ON) DEPARTMENT DETAIL DESIGN HIGH WATER LEVEL DUCTILE IRON DIAMETER DIAGONAL DIMENSION DUCTILE IRON PIPE DISCHARGE DISTANCE DROP MANHOLE DOWN DRAIN DRAWING DRIVEWA Y L LAT LATL LB LF LG L1M LP LONG LT LWL M MAINT MATL MAX MECH ME MFR MGD MH MHC MHWL MIN MISC MJ MLP MLWL MON MPH MSL MTG N NAWTH N NA N&C NE NG NIC NO OR # NOM NTS NW NWL EAST EACH EDGE OF CONCRETE ENERGY DISSIPATOR EACH FACE EFFLUENT EXISTING GRADE EASEMENT LINE ELBOW ELECTRIC ELEVA TION ELLIPSE/ELLIPTICAL ENCASEMENT ENGINEER(ING) EDGE OF PAVEMENT EQUAL/EQUA TION EQUIPMENT EQUIVALENT EASEMENT ESTIMA TE EACH WAY ENDWALL EXCAVATE/EXCAVATION EXISTING EXPAND/EXPANSION EXTEND/EXTENSION OC OD OE OPNG OPP ORCP OS OVFL OVHD FRAME AND COVER FLOOR DRAIN FOUNDA TlON FLORIDA DEPARTMENT OF TRANSPORTATION FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FURNISH AND INSTALL FIGURE FINISHED FITTING FENCE LINE FLOOR FLEXIBLE FLANGE FORCE MAIN FOUND FEET PER HOUR FEET PER MINUTE FEET PER SECOND FEET/FOOT FOOTING G GAUGE GALLON GALVANIZED GAS MAIN GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GALLONS PER SECOND GUARD RAIL GROUND/GRADE GALVANIZED STEEL PIPE GA TE VALVE GA TE VALVE AND BOX GUY WIRE GROUND WATER TABLE HOSE BIBB HIGH DENSITY POLYETHYLENE HARDWARE HORIZONTAL HORSEPOWER HOUR HEIGHT HEADWALL HIGH WATER LEVEL HIGHWAY HYDRAULIC INTERSTATE HIGHWAY INTERSECTION ANGLE INSIDE DIAMETER INSIDE FACE INCHES INLET INSERT INSTALL IRON PIPE IRON ROD INTERSECT/INTERSECTION INVERT JUNCTION BOX JUNCTION JOIST JOINT L LENGTH LA TlTUDE LA TERAL POUND LINEAR FEET/FOOT LONG L1MIT(S) LIGHT POLE LONG LEFT LOW WATER LEVEL MAINTENANCE MA TERIAL MAXIMUM MECHANICAL MITERED END MANUFACTURER MILLION GALLONS PER DAY MANHOLE MANHOLE COVER MEAN HIGH WATER LEVEL MINIMUM MISCELLANEOUS MECHANICAL JOINT METAL LIGHT POLE MEAN LOW WATER LEVEL MONUMENT MILES PER HOUR MEAN SEA LEVEL MOUNTING NORTH NORTH NOT APPLICABLE NAIL AND CAP NORTHEAST NA TURAL GROUND NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE NORTHWEST NORMAL WATER LEVEL o ON CENTER OUTSIDE DIAMETER OR EQUAL OPENING OPPOSITE OVAL REINFORCED CONCRETE PIPE OUTFALL STRUCTURE OVERFLOW OVERHEAD PC PCC PEP PFGP PI P/L POB POJ PP PR PRC PRESS PROJ PROP PRVC PSF PSI PT PVC PVMT PWR Q Q R R RCP RCPA RD ROY RED REF REINF REQD REV RPM RR RT RV R/W RWM S S SAN SB SCH SD SON SE SEC SECT SH SHGWT SIM S/L SL SM SPEC SQ SQ IN SQ FT SQ YO SR SS ST STA STD STL STR STS SUP SUSP SVC SW SWK SYM SYMM SYS T T TB T&B TBM TC TO TDH TECH TEMP TL TOB TOC TOS TOT TS TWP TYP UD UG UON UTC V VB VC VCP VERT VPC VPI VPT W p POINT OF CURVATURE POINT OF COMPOUND CURVATURE POLYETHYlENE PIPE PROFILE GRADE POINT POINT OF INTERSECTION PROPERTY LINE POINT OF BEGINNING PUSH ON JOINT POWER POLE PHONE RISER POINT OF REVERSE CURVATURE PRESSURE PROJECT PROPOSED POINT OF REVERSE VERTICAL CURVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OF TANGENCY POLYVINYL CHLORIDE PAVEMENT POWER FLOW RATE RADIUS REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ARCH ROAD ROADWAY REDUCER REFERENCE REINFORCE(D) REQUIRED REVISE/REVISION REVOLUTIONS PER MINUTE RAILROAD RIGHT RELIEF VALVE RIGHT-OF-WAY REUSE WATER MAIN SOUTH SANITARY SEWER SPLASH BLOCK SCHEDULE SIDE DRAIN SHELF DRAIN SOUTHEAST SECONDS SECTION SHEET SEASONAL HIGH GROUND WATER TABLE SIMILAR SETBACK LINE SLOPE SHEET METAL SPECIFICA TION(S) SQUARE SQUARE INCH(ES) SQUARE FOOT/FEET SQUARE YARD(S) STATE ROAD STAINLESS STEEL STREET STATION STANDARD STEEL STRUCTURE STORM SEWER SUPPORT SUSPEND/SUSPENSION SERVICE SOUTHWEST SIDEWALK SYMBOL(S) SYMMETRICAL SYSTEM TANGENT TURFBLOCK TOP AND BOTTOM TEMPORARY BENCH MARK TIME OF CONCENTRATION TRENCH DRAIN TOTAL DYNAMIC HEAD TECHNICIAN/TECHNICAL TEMPORARY TERMINAL LAMPHOLE TOP OF BANK TOP OF CURB TOE OF SLOPE TOTAL TOP OF SLOPE TOWNSHIP TYPICAL u UNDERDRAIN UNDERGROUND UNLESS OTHERWISE NOTED UNDERGROUND TELEPHONE CABLE VALVE BOX VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL VERTICAL POINT OF CURVE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WEST WITH WATER MAIN WITHOUT WATER/WEATHER PROOF WOOD POWER POLE WATER SURFACE WET SEASON WATER TABLE WEIGHT WATER VALVE WELDED WIRE FABRIC WELDED WIRE MESH W w/ WM W/O WP WPP WS WSWT WT WV WWF WWM Y YO YARD YR YEAR Mise & AND @ AT 6. DEL TA EXISTING SYMB 0 LS G: L ..,,---- 0 .--- 0 ----. LINE S CENTER LINE ~L1. / / / / / / /...L_L...'~-L BUILDING LINE WIRE FENCE ''----._8'-- "----_ 80- CONTOURS x ----.-.--.- x CHAIN LINK FENCE [-m=[==] RAILROAD TRACKS o ---.-.-.- WOOD FENCE GAS GAS MAIN .. .'J.. _ ...._--o"-_...,..J')...---O_._._.--O----o"'__._--'l.-__(;,.,..., GUARDRAIL UE ------ UNDERGROUND ELECTRIC EXISTING PLATS UGT UNDERGROUND TELEPHONE c= 7--r-r-7 "T.~ ~ ~ ~ ~ ~ ,,~= RETAINING WALL R/W ---------~. ---.-.-------.. OVERHEAD ELECTRIC RIGHT-OF-WAY LINE G=i.J - --- OVERHEAD TELEPHONE - --- --..- SHORELINE -"--~--__~H'___ o . -------_.~- -,~ SWALE CTV -..-.-.-..-.-- UNDERGROUND CABLE TELEVISION EASEMENT SANIT ARY SANITARY SEWER LINE FM FORCE MAIN o @ CLEAN OUT MANHOLE WATER & REUSE WATER WM 6 DIP RWM ~Ff:l c:[mJ=> DI"~~..D (Q) ~J D r----) BENCHMARK RECOVERED 4x4 CM SET 4x4 CM @ SET IRON ROD o Cl~' :'~~ITillD"";:>'"'' - -"....". ~_. .: ~ . . . . '." "".-:'..f\ ..'l.-. '-~<' ~.y:.: : ;-:. ~ 0- ." '.'.' . n / (j.~\ \'J..'Jl'.) \. '-, )'j, "^' l~).~j .t :C): * ~ ---0-- 1~5 21T22 RECOVERED IRON ROD CONCRETE COUNTY ROADS INTERSTATE ROADS STATE ROADS WOOD AND/OR METAL LIGHT POL~ CONCRETE LIGHT POLE YARD LIGHT MISCELLANEOUS SIGN SECTION CORNER EDGE OF PAVEMENT W/O CURB _.... ~%DrPt PAVEMENT wv WA TER MAIN 6" DUCTILE IRON PIPE l><l WATER VALVE REUSE WATER MAIN M FIRE HYDRANT BACKFLOW PREVENTOR k8J WATER METER STORM DRAIN STORM SEWER ~ FDOT TYPE 1 INLET MAN HOLE ~ FDOT TYPE 2 INLET MITERED END c::C1 6 FDOT TYPE 4 INLET FDOT TYPE 3 INLET STORM INLET FDOT TYPE 6 INLET c=:J FDOT TYPE 5 INLET HIGHWAY & UTILITIE S .() GU Y POLE BRICK PAVERS C-C ,../..J []Z.. .... ,. ],~ ..... A., "t. ol; '. --.., :.,'" . ::"; 4' ..1;' """ .." '. ,:__~,..~,"",,-"_n".";;.. , DIRT ROAD WOOD UTILITY POLE C-L @ ~'\ ~ 8" OAK TREE CONCRETE UTILITY POLE 8" MAPLE TREE ~ ELECTRIC MANHOLE (i) ~\Il/.;.. -8- ~/l\\'" 8" PINE TREE TELEPHONE MANHOLE ITJ TELEPHONE RISER .~ 8" PALM TREE IrJ ELECTRIC BOX / TRANSFORMER 8" MISC. TREE @ e WELL e MONITORING WELL ~ DUMPSTER ~ RR CROSSING SIGN l3- - RR CROSSING GATE . TRAFFIC SIGNAL POLE 4? SATELLITE DISH r '- GUY WIRE ,Y- '"='- HANDICAP PARKING 99,50 SPOT ELEVATION ~ o o - 81 - - 80- -- x x PROPOSED SYMB 0 LS LINE S STORM DRAIN 100 LF STS 24 HOPE @ 0.20% 100 LINEAR FEET STORM PIPE 24" HIGH DENSITY POL YETHEL YNE PIPE @ 0.20% BOUNDARY - - - - - - - - - - - - - - - - - CONSERVATION SETBACK UD 6 PVC UNDERDRAIN 6" PVC PIPE --------- ~~~ DRAINAGE FLOW DIRECTION CENTER LINE 0- CHAIN LINK FENCE ~ .... ~ FDOT INLET TYPE 3 FDOT INLET TYPE 1 CONTOUR FDOT INLET TYPE 2 EASEMENT x - FENCE . FDOT INLET TYPE 4 D a A A A A A A A . A GUARDRAIL - FDOT INLET TYPE 5 P/L /'- ^ ^ ^ R/W LOT LINE l FDOT INLET TYPE 6 PROPERTY LINE . ~ MITERED END SECTION MANHOLE ^ ~ RETAINING WALL RIGHT-OF-WAY LINE ~ SLOPE DIRECTION ARROW FOR POND SIDE SLOPE 1 00.00 o SPOT ELEVATION · · · · · · · · · · · · · · · · · · · · · · · · .. SETBACK LINE SANIT ARY - -- -- - --~ II STORM INLET SHORELINE - . . SWALE HIGHWAY & UTILITIE S TREE LINE c:J BOUND CORNER r~' '.' <",., ;'.' "-.' ~'T ' :'t :~~.,;:~>~~~ l:;:~;:~.~~~:~,~:~,-~:~; ~;: CONCRETE ) 100 LF SAN 8 pve 0.40% " . v FM 4 PVC 100 LINEAR FEET SANITARY 8" PVC PIPE @ 0.40% SLOPE COUNTY ROADS 15201 ~ Q9 [Z] CLEANOUT DETAIL REFERENCE DOUBLE SANITARY SERVI CE DUMPSTER PAD FORCE MAIN 4" PVC PIPE MANHOLE FF-98.76 TYPE A FINISHED FLOOR ELEVATION W/ FHA LOT TYPE _1_1_'_1_1_1- e -() 6 @ Q GUY POLE WATER & REUSE WATER HANDICAP PARKING WM 6 PVC H ~ ~ -Li IIf ffi -N- -NN- u ~ y @ [> o GNN€> ffi o RWM 6 PVC t t t WA TER MAIN 6" PVC PIPE 11 1/2. BEND 22 1/2. BEND 45- BEND INTERSTA TE ROADS LIGHT POLE u u ---rr- SIGNS 90. BEND 1~5 21122 SECTION CORNER TEE CROSS @ STA TE ROADS CHECK VALVE ~ SILT FENCE DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SERVICE GATE VALVE ... TRAFFIC FLOW PAVEMENT MARKING C"(b UTILITY POLE BLDG OR STRUCTURE FIRE HYDRANT METER TYPE F CURB & GUTTER REDUCER MIAMI CURB BLOWOFF BACK FLOW PREVENTER SAMPLE POINT UNDERDRAIN CEANOUT ~ \!V CROSS SECTION DETAIL REUSE WATER MAIN 6" PVC PIPE REUSE WATER SYSTEM CONNECTION DOUBLE REUSE WA TER SERVICE MADDEN engineering, inc. CIVIL ENGINEERS 431 E, Horotio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <( 0 CI) W lY 0 Z .-J > LL 0 ~ a: :> ~ 0 a: m m Cf) <( 0::: 0 II' C LL a: Z W <( Z (f) ~ C) Z 0 lY ll.. ~ (f) lY < W I- ~ z 3: ~ LL 0 >- I- 0 I- Z W .-J o o :z 0 o ov <:( N r::: o ~ ~ 0::: o =>...J 0 ---' Vl ~ It) l.J.... w en N l.J.... => C) I zZ'- o w(i::ID >a.ID (/) <Ul I w Vl w r:::- """" .... I- 0 ~ ::i z ~ o C) 0 ....... I => ~ 0< X 0 ~ W It)< I- l[) Z n W U I') N r-- ,... ..... ,... r-- 0 0 l ! CD 0 C'? I # m w W c::i ll.. z z w Z 0 F C) W <: lY 3 -. r::::l N <( .~ r::::l cr C I -;i <[ 0 ~ ::r 0 I- :J Z ~ <: - LL V,) 0 lY w W ~ w -.J <: Z lY u <[ LL () I F Z U a: w w u (f) Z 0 (f) 5 w 0::: w I- <( 0 ..- N I"') ~ Lf) (0 I' 00 0> 0 ..- ..- .- JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: SY-1 SHEET 1 OF 19 1. ALL DESIGN & CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LA TEST CODES, REGULATIONS & REQUIREMENTS OF THE CITY OF WINTER SPRINGS CODE (L,D.C,), THE LATEST ENGINEERING STANDARDS MANUAL (E,S.M.), ROADWAY AND TRAFFIC STANDARDS (R,T.D.S,) & THE F.D.O.T. -STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & UTIUTY CONSTRUCTION (S.S.R.B.U.C.r ADOPTED IN 1991 BY THE STATE OF FLORIDA, AND ALL SUPPLEMENTS THERETO, & THE -ROADWAY TRAFFIC DESIGN STANDARDS-, WHICHEVER IS MORE STRINGENT. 2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3, PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT/ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P,LS. AT CONTRACTOR'S EXPENSE. 6, THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN ENGINEERING INC" PHONE (407) 629-8330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8, THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9, THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. (MUTCD) AND. SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY F.D.O. T. AND THE CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 12, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS TO THE CITY OF WINTER SPRINGS FOR CONSTRUCTION. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF WINTER SPRINGS AND F,D.O. T. APPROVED PROCEDURES, 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. AS-BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION, 15. CONTRACTOR SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REQUIREMENTS FOR INSPECTION AND TESTING. 16. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 17, TOPOGRAPHY WAS PROVIDED BY AMERICAN SURVEYING & MAPPING, 18. SANITARY SEWER SERVICE PROVIDED BY THE CITY OF WINTER SPRINGS. 19, ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND, 20. AN UNDERGROUND UTILITY PERMIT MUST BE OBTAINED FROM THE CITY OF WINTER SPRINGS DEPARTMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION, 21, CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION, 22, THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY OF THE PROVIDED SPECIFICATIONS AND DETAILS, THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE ISSUING MUNICIPALITIES AND AGENCIES, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LA TEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT LIMITED TO THE CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS, F.D.O.T, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, F.D.O.T. MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 23, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY THE CITY OF WINTER SPRINGS, FOR PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE PROSECUTION OF THE WORK, RESULTING FROM ANY, OMISSION, NEGLECT, OR MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 24, THE FLORIDA POWER CORP. WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE FLORIDA POWER CORPORATION TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. 25. TELEPHONE UTILITY PROVIDER WILL INSTALL THE PROPOSED TELEPHONE DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH TELEPHONE UTILITY PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. DIm 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS STANDARD DETAILS AND LAND DEVELOPMENT CODES (L,D,C.), POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY THE CITY OF WINTER SPRINGS, 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3, WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE WATER LINE SHALL BE LOWERED DURING CONSTRUCTION. INSTALL 45. BENDS AS NECESSARY TO OBTAIN A MINIMUM CLEARANCE OF 18" INCHES. 4, WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18- VERTICAL CLEARANCE, THE SEWER WILL BE 20' DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION MEASURED EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. IN CASE EITHER THE SPECIFIED CLEARANCES OF TEN FEET /18 INCHES BETWEEN WATER MAINS AND SANITARY OR STORM SEWER ARE NOT MAINTAINED, ONE OF THE LINES MUST BE UPGRADED TO DUCTILE IRON PIPE (SANITARY SEWER LINES SHALL BE UPGRADED FOR WATER/SEWER CONFLICTS. THE WATER MAIN SHALL BE UPGRADED FOR WATER/STORM SEWER CONFLICTS,) 5, WATER LINES LESS THAN 4" IN DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE FOR POTABLE WATER (200 PSI). 6. ALL 4--12" WATER LINES SHALL BE PVC PIPE AWWA C-901, DR 18, MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139, FROM POS FORWARD AS DESIGNATED BY F.S. 633, PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS, 7, GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON-RISING STEM VALVES WITH O-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES. CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8, THE CONTRACTOR SHALL TAPE 14 GAUGE LOCATOR WIRE TO ALL WATER LINES AT 5' INTERVALS. 9, SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 1995 EDITION, 10, NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 18 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY, 11, MADDEN ENGINEERING, INC. SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER LINES, PHONE ( 407)629-8330, 12. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED 01:-1 ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE. 13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651-DISINFECTlNG WATER MAIN, INCLUDING ANY REQUIRED TESTING BY THE CITY OF WINTER SPRINGS, 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS-BUILT" INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED-UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND AT THE CONTRACTOR'S EXPENSE. 16, POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY THE CITY OF WINTER SPRINGS. 17. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE NEAREST THE HYDRANT PER SFPC 602.5.3. 18, NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. 19. TO MAKE WET TAPS USE EITHER DUCTILE IRON MECHANICAL JOINT OR FABRICATED STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE SHALL BE PROPERLY RECESSED FOR TAPPING VALVE, TAPPING VALVE SHALL BE RESILIENT SEATED GATE VALVE CON- FORMING TO ANSI/AWWA C509 WITH 2" SQUARE OPERATOR NUT, MATERIAL SPECIFICATIONS ARE PER THE CITY OF WINTER SPRINGS LDC WATER DISTRIBUTION SYSTEMS, 20. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY ETCHING OR CUTTING IN THE CONCRETE CURB AND "S" FOR SANITARY AND A "." FOR WATER, WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE LOCATIONS SHALL BE ADEQUA TEL Y MARKED BY A METHOD APPROVED BY THE CITY OF WINTER SPRINGS, 1, ROOF DRAINS. FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED, 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D-3034, SDR 35. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED, 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. ALL DUCTILE IRON PIPE INSTALLED WITH THE SANITARY SEWER SYSTEM SHALL BE POLYETHYLENE LINED. 6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT, 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LA TERALS AND WATER MAINS/LATERALS, SEE WATER NOTES 3 & 4. 8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM 0-2321, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MA TERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE, INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH. OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME, THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF CITY OF WINTER SPRINGS INCLUDING ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING, 10. MADDEN ENGINEERING, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629-8330, 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE, LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED-UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION, 12. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN SANITARY SEWER SYSTEM, ANY AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION. 13. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF SOIL CEMENT. 14. MINIMUM SLOPE ON ALL 8" SANITARY SEWER GRAVITY MAINS TO BE 0,28%, 15. SEWER MAINS AND LATERALS SHALL BE TV'D WITH A COPY PROVIDED TO THE CITY PRIOR TO FDEP SEWER CERTIFICATION. 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND THE CITY OF WINTER SPRINGS SPECIFICATIONS, THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE DRAINAGE PLAN, 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F,D,O.T, "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF WINTER SPRINGS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER SJRWMD, E,P.A. & THE CITY OF WINTER SPRINGS REQUIREMENTS. 5, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS. 6, SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY YOVAISH ENGINEERING SCIENCES AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS E\lGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORTS PREPARED BY YOVAISH ENGINEERING SCIENCES. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED, BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER, AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE, AN ARBOR PERMIT MAY BE REQUIRED FROM THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OVlNER FORTY- EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION, 9. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN ENGINEERING, INC. IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND/OR OF PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL IINTERSECTIONS OF THE SIDEWALK 'MTH THE PROPOSED PAVEMENT TO MEET THE CITY OF WINTER SPRINGS AND A.D.A. SPECIFICATIONS. 11. ALL PIPE NOTED ON THE PLANS AS HDPE SHALL BE HIGH DENSITY POL YETHEL YNE. 12. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 13, THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P,S.I.. 14. ALL SIDEWALK WIDTHS SHALL BE 4' OR AS NOTED AND SHALL HAVE 1" DEEP CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK SLOPES SHALL BE 0.5" AND A MAX, OF 5.0". MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 15, PROVIDE F,D.O, T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION. 16. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO THE CITY OF WINTER SPRINGS AS SOON AS THEY ARE GENERA TED. CLEARANCE FROM THE CITY OF WINTER SPRINGS SHALL BE RECEIVED PRIOR TO PAVING, 17. CONTRACTOR SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REQUIREMENTS FOR INSPECTION AND TESTING, 18, ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC, 19. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL EQUIPMENT AND INSTALLATION SHALL MEET CITY OF WINTER SPRINGS AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M,U,T.C,D.) STANDARDS AND REGULATIONS AND REQUIREMENTS AND REQUIREMENTS AS WELL AS THE aTY OF WINTER SPRINGS LAND DEVELOPMENT CODE (L.D.C.). 20, REGULA TORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 21. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 22. CONCRETE SIDEWALKS ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDERS AT TIME OF INDIVIDUAL HOME CONSTRUCTION. SEE DETAILS FOR SIDEWALK SPECS. 23. SITE CONTRACTOR TO PROVIDE 5' CONCRETE SIDEWALK ALONG ALL TRACTS OTHER THAN INDIVIDUAL LOTS AT TIME OF CONSTRUCTION OF INFRASTRUCTURE. SEE DETAILS FOR SIDEWALK SPECS, 24. ALL DISTURBED AREAS WITHIN THE CITY OF WINTER SPRINGS RIGHT-OF-WAY SHALL BE SODDED, 25, REAR YARD PONDS AND SWALES WILL BE SODDED AND CONSTRUCTED ALONG WITH THE INFRASTRUCTURE. 26, POND SLOPES AND BERMS SHALL BE SODDED TO N,W,L. 27, CONTRACTOR IS TO ADJUST FINAL GRADES AT ENTRANCE AS REQUIRED TO MAINTAIN ADEQUATE SITE DISTANCE AS SHOWN BY SITE DISTANCE TRIANGLES ON PLANS. THIS WILL ALLOW FOR MAXIMUM PRESERVATION OF EXISTING TREES. 28, ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE WITH THE APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FOOT, LATEST EDITIION AND THE THE CITY OF WINTER SPRINGS SPECIFICATIONS. 29, THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 30. THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN ACCORDANCE WITH ST. JOHN'S WATER MANAGEMENT DISTRICT REQUIREMENTS AND CITY OF WINTER SPRINGS SPECIFICA nONS. 31. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN! ACCORDANCE WITH F.D,O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF WINTER SPRINGS SPECIFICATIONS AS WELL AS REQUIREMENTSi FOR SITE WORK AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY YOVAISH ENGINEERING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTIOIN FACILITIES, EASEMENTS, ETC, UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNEDI TO THEIR ORIGINAL CONDITION. 33, THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL PAVEMENT HEADWALL/ENDWiALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBiliTY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION. 34. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF 'MNTER SPRINGS SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKIFILLlNG, AND EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY R:IGHT-OF-WAY SECTIONS, 35, AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HA VE BEEN REMOVED, 36. COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF THE MODIFIED PROCTOR DEN SIlTY: . WITHIN OTHER AREAS TO 95%. 37. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED, IMMEDIA TEL Y PRIOR TO THE PLACING OF FILL MATERIALS. THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMA TEL Y PARALLEL THE THE AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 38, DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUA TEL Y REMOVE SILT PRIOR TO RUNOFF FROM SITE, 39. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE MINIMUM CLASS III. 40, ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING, 41. FINAL GRADING AND COMPACTION OF BUILDING PADS ARE TO BE 6" BELOW THE FINISHED FLOOR SPECIFIED. 3It..JWA . THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF WINTER SPRINGS STANDARDS, DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND AS DIRECTED BY THE ENGINEER. A. TEMPORARY EROSION CONTROL 1, STOCKPILING MATERIAL NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WA TERBODY OR STORMWA TER COLLECTION FACILITY. 2. INLET PROTECTION INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING / STRIP SODDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP-SODDED ALONG ALL DEDICATED ROW's, THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND PROPOSED DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH THE PERMANENT LOT GRASSING. 4. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6: 1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. 5. TEMPORARY GRASSING THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 6, TEMPORARY REGRASSING IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION, 8, MAINTENANCE ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED, B, PERMANENT EROSION CONTROL THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF-SITE FACILITIES. ALL STORM WATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOA TABLE DEBRIS, 1. PERMANENT SEEDING ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE FERTILIZED AND SEEDED, 2, PERMANENT SEEDING AND MULCHING SLOPES OF 6: 1 TO 4: 1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMA TEL Y TWO INCHES, LOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. PERMANENT SODDING ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT- OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER THAN 4: 1 WILL BE SODDED, 4, STRIP SODDING STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. 5. REGRASSING ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASSED. 6, ADDITIONAL FERTILIZATION GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED. 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE LANDSCAPE PLANS. 1. SECTIONS 36 TOWNSHIP 20 SOUTH, RANGE 30 EAST 2, CURRENT ZONING: C-l 3. TOTAL APPLICANT OWNED AREA = 16.11 A.C. OUTPARCEL AREA = 1.60 A,C.. PROPOSED PROJECT AREA =14.51 A,C. 4. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT, 5. PROPOSED DEVELOPMENT: SINGLE FAMILY ATTACHED TOWN HOMES, 6. RESIDENTIAL DENSITY = 158 DWELLING UNITS 7, MINIMUM LOT SIZE = 20' x 90' MINIMUM AVERAGE LOT SIZE = 1800SF (0.041 AC.) MINIMUM LIVING = 1000 SF, 8. BUILDING SETBACKS: FRONT = 20'; REAR = 20' 9. MAXIMUM BLDG. HEIGHT = 35 FEET (2 STORIES). SITE SETBACKS (PER D.O.) S,R. 434: PRINCIPLE BUILDING = 34' COVERED PORCH = 26' EAST PROPERTY LINE: PRINCIPLE BUILDING = 10' COVERED PORCH = 10' WEST PROPERTY LINE: PRINCIPLE BUILDING = 10' COVERED PORCH = 10' SOUTH PROPERTY LINE: PRINCIPLE BUILDING = 20' COVERED PORCH = 12' 10. MINIMUM LOT FRONTAGE= 20' 11, MINIMUM BUILDING SEPARATION: SIDE TO SIDE = 20' REAR TO REAR = 40' PORCH TO PORCH = 24' 12. REQUIRED PARKING =2 SPACES/UNIT =(2)(158)= 316 SPACES PROVIDED PARKING = 363 SPACES = (2)(158)+47 13, FLOOD HAZARD FOR THE AREA IS ZONE X, SITE IS IN ZONE X (AREAS OF 500-YEAR FLOOD) ACCORDING TO FLOOD INSURANCE RATE MAP PANEL 135 OF SEMINOLE COUNTY. 14. TOPOGRAPHY PROVIDED BY AMERICAN SURVEYING & MAPPING 15, LANDSCAPE AND EXTERIOR LIGHTING PLANS TO BE SUPPLIED WITH ARCHITECTURAL SUBMITTAL. 16. UTILITY EASEMENTS (PROPOSED AND EXISTING) ARE SHOWN ON THE SITE AND ENGINEERING PLANS. 17. DRAINAGE EASEMENTS TO BE OWNED AND MAINTAINED BY THE HOA. 18, PARK SITE AREAS FOR WAGNER'S CURVE HOME OWNERS AND THEIR GUESTS. 19, THE HOME OWNERS ASSOCIATION WILL OWN AND MAINTAIN ALL COMMON AREAS AND WALLS, 20. CONSERVATION AREA DETERMINATION HAS BEEN COMPLETED FOR THIS PROJECT. 21. MINIMUM FINISH FLOOR ELEVATION SHALL GE 18" ABOVE 100 YEAR FLOOD STAGE, 22. A LANDSCAPE PLAN SHALL BE PROVIDED PRIOR TO THE APPROVAL OF CONSTRUCTION PLANS, 23. FLOOR AREA RATIOS AND BUILDING COVERAGE WILL BE SUBMITTED WITH INDIVIDUAL HOME CONSTRUCTION. 24. FINISHED FLOOR GRADES AT THE PERIMETER OF THE PROPERTY MAY VARY MORE THAN ONE FOOT (1') ABOVE OR BELOW EXISTING GRADES. 25. SCALED DIMENSIONS ARE PROVIDED FOR NON-TYPICAL LOT LINES, 26. PARK TRACTS WILL BE DEDICATED TO THE H.O,^, 27, EXISTING VEGETATION CONSISTS OF WOODS AND WETLANDS. 28, BERM CONSTRUCTION TO BE PER GEOTECH REPORT. BERM COMPACTION TESTS TO BE PERFORMED WA TER /SEWER: CITY OF WINTER SPRINGS 1126 E, STATE ROAD 434 WINTER SPRINGS, FL 32708 (407) 327-1800 CABLE: TIME WARNER COMMUNICATIONS 2251 LUCIEN WAY, SUITE 320 MAITLAND, FL 32751 (407) 215-5961 GAS: FLORIDA PUBLIC UTILITIES 830 W. 6TH STREET SANFORD. FL 32771 (407) 322-5733 TELEPHONE /FIBER OPTICS: BELL SOUTH 132 COMMERCE WAY SANFORD, FL 32771 (407) 327-0447 ELECTRIC: FLORIDA POWER CORPORATION 2801 W. STATE ROAD 426 OVIEDO, FL 32765 (407) 359-4409 .QItD SPRINGS LAND INVESTMENTS, L TD & JESSUP SHORES LIMITED PARTNERSHIP C/O SUNBELT INVESTORS GROUP 175 LOOKOUT PLACE, SUITE 201 MAITLAND, FL 32751 PHONE: 407-645-5244 ~ CENTEX HOMES OF FLORIDA, INC. 3B5 DOUGLAS AVENUE SUITE 2000 ALTAMONTE SPRINGS, FL 32714 PHONE: 407-661-2150 .5UBmDi AMERICAN SURVEYING & MAPPING 320 E, SOUTH STREET SUITE 180 ORLANDO, FL 32801 PHONE: 407-426-7979 EtIIlHEEIi MADDEN ENGINEERING, INC. 431 E. HORATIO AVE, Ste. 260 MAITLAND, FL 32751 PHONE: 407-629-8330 FAX: 407-629-8336 IIADDEN engineering, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <( 0 W ~ 0 -! > lL. a: en ::> 5 0 z CI) ..J 0::: 0 ... ~ l.L a: W W z Z (f) w c.:> z 0 " ~ 0... (f) ~ ~ w ~ z ~ ~ lL. 0 >- ~ () ~ z W -! () o z: 0 o ov a..ID en <Ul 1 W Ul w r:::- ""'" __ I- 0 .c. :::i z v o <:l 0 '--' :r: ::::l ~ 0< x 0 ~ W LO< I- IX) z: I") w u I') N i' " " .- 0 i' 0 ex> 0 1'0 I "'*'= m w \00 d 0 w 5~' 0... z z w z 0 F c.:> W <( ~ 0 N <( 0 a:: :r:: b <( 0 () ';Z ~ :r: t- ::::l Z ::!: <( - u.. (f) 0 ~ W W W -! t- W ~ <( Z u <( i:L c.:> :r:: F Z () 0:: W w () (f) Z 0 (f) 5 w ~ w ~ <( 0 .- N 1'0 v LO to "- ex> 0> 0 .- ..- .- JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: NT-1 SHEET 2 OF 19 GRAPHIC SCALE ~ 30 I 110 I 120 I 240 I Site Data ( IN FEET ) 1 inch = 60 It. Overall Site Total Land Area Current Land Use Current Zoning Commercial Total Land Area ACRES TRACT DESIGNA TION OWNERSHIP MAINTAINED BY A UTILITY & ACCESS RIGHT-OF-WAY HOA HOA B OPEN SPACE & RECREATION HOA HOA C DETENTION POND HOA HOA D LIFT STATlON CITY CITY E OPEN SPACE & RECREATION HOA HOA F OPEN SPACE HOA HOA G OPEN SPACE HOA HOA H OPEN SPACE HOA HOA I OPEN SPACE HOA HOA J OPEN SPACE HOA HOA K OPEN SPACE HOA HOA 16,11 Ac. Mixed Use C-1 2,56 0,87 1.96 0.02 1,17 0,27 0.76 0,05 0,06 0.04 0.04 1.6Ac. Residential Residential Retention Total Units Proposed Density 14.51 Ac. 1.58 Ac (11%) 158 Units 10.88 Units/Acre C-1 MIXED USE Parking Required Spaces Garage Off Street Visitor Total Parking Minimum Setback from Parking Areas Minimum Setback from Private Roadways 5.21 OPEN SPACE & RECREATION TOTAL B. NOlE: OPEN SPACE & RECREATION TOTAL DOES NOT INCLUDE LOT AREA. GENERAL NOTES: UTILITY LEGEND 1. STREETS WILL BE PRIVATELY OWNED & MAINTAINED BY THE HOME OWNERS ASSOCIATlON. 2. THE PROJECT WILL BE GA lED. GAlE EQUIPMENT WILL BE DESIGNED TO ALLOW ACCESS FOR EMERGENCY VEHICLES (E.V.A.C, SYSTEMS) 3. THE PROPOSED USE IS CONSISTENT WITH THE CITy'S COMPREHENSIVE PLAN. 4. RECREATlON AREAS WILL BE PRIVATELY OWNED & MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. WATER & SEWER WILL BE OWNED & OPERATED BY THE CITY OF WINTER SPRINGS. 6. THE PROJECT WILL BE DESIGNED IN CONFORMANCE WITH THE CITY OF WINlER SPRINGS LAND DEVELOPMENT CODE. 7. ALL UTILITIES WILL BE INDIVIDUALLY METERED TO EACH UNIT. 316 (2/unit) 158 158 52 368 5' 10' --~--- ---- --.--.-... ~-~-~~:~-- - - --- ------ -~-- --- ---. ~-- ----.- -- '-~~--:::_'-- ----- --=--::.:.~-~---- -..;;:::~_.-._. ----- ~:::::::---.- .~'----- - ---- ~: ---..--- ---- 11 4:-.3"4:.------..... . 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Y \1 \ I ~~~~ ,,~ ~ ~ '" ~;,~ ,~ ..: 1_ --:l ~ " ">.~""'~, " " ..... - ,- i:7 · ~ .. ~,'" .... ~ ~, ~'v / ~.~ ,\ r~ ~S'~ ~~""~,,~ \ , '~JJ .' - t-U ~ ~ :IT////<:jff~7L: - ~ "/7~! ~ -~~ "'" ~ I [~~ "~ ~ __ " ~/77//////////1'< ~ __~Ir;:,,' --- ~'77/f//"/'-/-/ - ~ \j I ~ ~...,. ~'>'<~~~~~b////////7/ / ~\ \ ~-A:-~ ~ y, V"^}\ X V/ ~ /' / & "" ;,. ^ XV""')<. )(V~ ^ 'Cxv-:^ >< ~ -w- EXISTlNG WA lERMAIN EXISTlNG RECLAIM WATER LINE EXISTlNG FORCEMAIN EXISTlNG POWER POLE EXISTlNG STORM INLET -RW- -FV- <0> <::;(V' * NOTE: Setbacks will be measured from the face of the building, not the falscia of the roof overhang. SOILS LEGEND o Astatula-Apopka fine sands o Basinger & Smyrna Fine Sands o Myakka and EauGallie fine sands 0) Pamella Fine Sand o st. Johns and EauGallle fine sands o Tavares-Millhopper fine sands '_ ~~ Soils Boundary Information by SCS Orange County Soil Survey TRACT LEGEND ~- OPEN SPACE / RECREAll0N ~ ~ ~ ~ ~_ UllUTY '" ACCESS RIGHT-Of-WAY ~- UFT STAllON mQ = DETENTION POND ~ \ ~ ~ C-1 MIXED USE L-----j - ....6.. ~ ')< ~\ --== \ \-N 7'>(,,: .... \XU' , "~ ~ ~" , . ] )<'ll)f.~ "\ jX. J i ~ )<j t1 ~~ "'\; ~ :::::K-"':" ,- 7' :'i~ ...... ~ , ~ ~~, >(..... ~ ~~" ". .... C-2 LOW DENSITY RESIDENTIAL ,V" r ~ ~ ~ ~ ~ ilK >><: )( >( X'' ~ ~5'"), 'Inr x '>' "1#\ )< X >( >< / > C-1 PUBLIC USE " 0' ~ ~" ' --- - -~ '" - - ~ " - - ".-- - >< / ~ .....;.4 R 3 MODERATE DENSITY RESIDENTIAL " MADDEN engineering, inc, CIVIL ENGINEERS 431 E, Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <( 0 W 0::: 0 ~ > lL. Z a: j :J 0 0- ~ ~ CI) CJ) 0 II' LL a: ..J ..J W <( a: Z (f) '" ~ z 0 0::: [l. (f) 0::: <( W l- Z 3: ~ lL. 0 >- I- 0 0 Z 0 - 0 a..1D (/) <( Vl ).,. W Vl~"" ~ <( 0 0 -lz"'" e" 0 '-" I :::I~ 0<( X 01- W -l l- I-- 10<( Z co w Z r') ~ w 0 u I") N " ,.... ..... ,.... " 8 CD 0 (") I # CD w lLj ci z l N [l. J~ z w Z 0 F '" W <( cr: c::l N <( .....' c::l Q: I <[ 0 ~ J: 0 :;''':io. I- ~ Z C) ~ <( ;Z LL tI) 0 cr: w w w -.J I- W <( Z 0::: u <[ G: '" I F Z U Q: W W U Ul I- :z: w 2 ~ U Cl j a::: -, (f) Ul Z a::: w 0 a.. (f) Cl W > Ul w :> w 0::: a::: N ~ W Cl I- ~ <( LO 0 Cl ,- N I"') .q- LO to " CXJ (j) 0 ,- ,- .- JOB # 21121 DATE: 04/01/02 SCALE: 1"=60' DESIGNED BY: DMM DRA WN BY: PWR APPROVED BY: CMM 08-1 SHEET 3 OF 19 GRAPHIC SCALE ~ 30 I 60 I 120 I 240 I ( IN FEET ) 1 inch = 60 It. NO PARKING FIRE LANE BY ORDER OF THE FIRE DEPARThlENT ===:> NOTES: 11 64:'34---- II I ._.__._-----_.-:.::..,~:------ -~~""'" \\ -- - - -- ----..... " ' ---- -..~ '" \ \ ------:-\ r---..-----__.. , '. .'"'--.~~- "\ \ I -'..._._ ' \ \ \0 - -~~'~ ~ \\ \\ \ '---J" '-, '- \ ~ ", \ (~ "'.,~ ~ \ \ l " .....'" \ \ ..'. " ..~ ' . ...., \ ".. \ \ '", \' \ ~ \J """ .\ \ " \ '....\ \ '\ \ \ ~, \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ " ....,. '---- NO PARKING FIRE LANE BY ORDER OF THE FIRE DEPARTlAENT ~ 1. POWER SERVICE SHALL BE UNDERGROUND. SIGNS TO BE 12-)(18-, RED LETTERING ON WHITE BACKGROUND (1" MIN.) MAX. HEIGHT 7' ABOVE FIN. GRADE TO BOTTOM OF SIGN 2, PERMANENT STRUCTURES SHALL NOT BE CONSTRUCTED WITHIN EXISTING EASEMENTS. 3. ALL WALLS AND FENCES SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. --.--.--..----------'.... .-. --- ----..- -------- ---------- 4. PER THE DEVELOPMENT ORDER, A FENCE/WAL SHALL BE CONSTRUCTED ALONG THE ENTIRETY OF THE PROPERTY /434 FRONTAGE AS WELL AS BETWEEN THE PROPOSED DEVELOPMENT AND THE COMMERCIAL OUTPARCEL. (2) 10' SWING GATES ~----_.~ & EXISTING GUARD RAIL #1 TO BE REMOVED (SEE SHEET GR-1 FOR DETAILS) 24' STABIUZED EMERGENCY ACCESS TO BE ..__,..,-............ ..-.'- .-' COMPACTED TO 95" MAX DENSITY AND...__-.. STABILIZED USING GRASSP A VE2. --.---...- -----.--.-- OT 4 CONSTRUCT URBAN FLARED DRIVE -.---..... ,------'" PER FOOT INDEX 515SHEE+---i-'Of'-r'-- .....----...--------- .---.------.........-.......-. ^ "'-_.__._-_......._-_..__..._----~ - --- - - ---- .--- ....._._.........__...._..._~--- --- - -- -- .,,~-_.""'. - -....--.....---.--...----. -- - - -- - -- .-------. - - -- - - ---- C. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE CONSTRUCTION ENTRANCE (I.E. PREVENTION OF SITE MATERIALS BEING TRACKED INTO S,R. 434). ------------~.....:...._-- _.._._.,,--_..._-_....~ -- - - -- -- .,----_.-~"- ---- ---- ---- ---- 5. CONSTRUCTION ACCESS CRITERIA: A. ACCESS SHALL BE LOCA TED AT THE EXISTING TRAFFIC SIGNAL. B. A MINIMUM 20'x50' STRETCH OF LARGE GRADE GRAVEL SHALL BE PLACED IN ORDER TO CLEAN TRUCK TIRES. ~ ~ - ------ ------ --- --~--,~" --~~::::::::: - - ---~~=--==~;:~~ REAR REAR MARKED &: STRIPED FIRE LANE (PER NFPA1, 3-5,1, 3-5.2 AND 3-5,4) TYPICAL 6 UNIT LOT LAYOUT TYPICAL 4 UNIT LOT LAYOUT b d ... !J,l. D b D ~ ~ ~ ~ 19&: 15},,[ 15},,[ !J,l. b d ... ~~ 'b b '0 d d d ... N N :1.O~ l.D~ .11:l D d N 19&: EXISTING GUARD RAIL #2 TO BE REMOVED (SEE SHEET GR-1 FOR DETAILS) b Ii! ;., ; b g b Ii! b d .. '" ; D 51 b d '" D 51 D 51 b 51 D Ii! D ~ d N D d N D ~ b d N b d ... III N D ~ III N ~ ,_._~___"'H~ D..:. PROPOSED WALL/FENCE TO BE DESIGNED BY OTHERS 82,7' 122.7' FRONT FRONT NOTE: ALL NON-TYPICAL LOTS ARE DIMENSIONED WITHIN THE PLAN & APPROXIMATE EXTENTS OF 4' RETAINING WALL 10' WALL/FENCE EASEMENT \ \ \ \ \ \ REMOVE EXISTING -LEFT ONLY' \\ ARROW AND REPLACE WITH \ -STRAIGHT/LEFT" ARROW 8 \ 1 00 STOP SIGN &: \ DT2 B~ \ \ CONSTRUCT CURB CUT \ RAMP PER FOOT INDEX \ 304 DETAIL CR-21 A2 ~\ ~ ~ ~ \ { ~"'~~~.. \ \ ~~,~.. '. \ ~,,, ~".. \ \ ~ ~~~~~ ''''.. ~~, \\ \ '" ~~"'....." ~,', , \ "... ~:.. .... ~"'''''' ", ,,~ " '" \ " ~..:. "..' ,~~~ \ \ \ " -~, . ..... "," ,~ ~' \ \ \ ~ -.~..... ~,~, \\ \ ,~~~ \ ~~,', ~.~' '" 1 O' WALL/FENCE EASEMENT " SJRWMD JURISDICTIONAL IMPACT. (0.05 AC.) - - POND 1 - ~ 12 11 10 9 8 - - - -- ~- - -- - - - - - - ENTRY GATE AND FEATURES TO BE DESIGNED BY OTHERS FOOT POND 1 NWL = 35,00 25YR PEAK = 38.82 ------------- --- -- - - /' - LOT LINE (TYP.) \ \ \ \ \ \ \ \ - /' - - /'" ~~ /' FDOT POND 2 NWL = 32.00 25YR PEAK = 34,61 \ \ \ \ \ -STREET A- FINISHED GRADE VERTICAL AUGNMENT BASED ON THIS CENlER UNE HANDICAP PARKING, STRIPING /'" /' -- --- /' ~ ~ - - -- / / I - - IIADDEN engineering, inc. CIVIL ENGINEERS 431 E. Horatia Avenue Suite 260 Maitland. Florida 32751 (407) 629-8330 <! 0 W ~ 0 -.J 6: lL- ::> Z 0 ::s CI) 0- n::: 0 ~ ~ LL a: W C/) Z (f) 0 z 0 ~ 0... (f) ~ <( W I- Z 3= ~ lL- 0 r I- 0 I- Z W -.J U (.) :z: 0 - 0 o~ <i N r:: o ~ ~ 0::: o ::)...J 0 --.J Ul lL. LO l.J... w vi N , , ::) c.:l I L.I- Z Z .- o ~ 0:: ~ (/) < ~ J... w Ul w "- 000:::: ~ I- 0 -= :J z ~ o c.:l 0 "'" I ::)~ 0< X Cl ':::i w LO < I- IX) :z: I"') w (.) w o ~ <! :r: u z '" ..... '" en (") # I"l N I' I' o o o I CD w d z z o F <( N n: o ~ =:l <( lL. o ~ < u LA: F a:: w u N o <"'J '" W 0... Z W I=l I=l <[ ::E fC-.c ~j, C) :z~ 0:: W W Z o z w ::E C/) W -.J Ct:: <[ :r: u ~ Z I.LJ 2 2 0 (.) I- 0 f2 (f) I- 0 Z ~ I.LJ 2 2 Cl 0 i (.) a::: ~ ..,. (f) Ul (.) Z a::: a::: w w 0 a.. a.. (f) 0 Cl I.LJ W > Ul (f) w :> :> w I.LJ 0:: a::: a::: ....., ....., ~ ~ w 0 CD I- ~ ~ <! LO CD 0 0 0 ...- N I"') V L{) to '" 0Cl (J) 0 ...- ...- ...- 21121 04/01/02 1"=60' JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DMM PWR CMM 8T-1 SHEET 4 OF 19 /'" / r CURB LOT LINE (TYP. ) '-C:2J SAN MH #06_ ~ WM 4 PVC ,I -- \ \ ~, .) \ \ 54 , \. WM 6 PVC I--'T \ \ \ \ \ 'I ~ -~~7 \ l \ \ I f-' 50 46 \\ "\ \ , \ I SAN MH #LS WM4PVC ~ FM 4 PVC 40 LF 6- DIP SLEEVE /).. CENTERED UNDER ___ ill PROPOSED WEIR ~~ ,...L.a Ii il ~ ~ \ ~ /'" I WA TER MAIN DOUBLE SANITARY SERVICE (TYP,) DOUBLE WATER SERVICE (TYP,) CURB (,SINGLE SANITARY SERVICE (TYP.) I j// / ~ L.. "\ I_ ),< Y If I f-- .... f--- - SANITARY MAIN v WATER MAIN TYPICAL UllUTY SERVICE LAYOUT (4 UNIT) ~ , WATER MAIN CURB y::~ ~l/ ,...~ 10 '\_ ~~~~) , I I- ~ I . - '- f---- f-- ^ " I-- / i/ r7i ^l/ I - 1.1 -I DOUBLE SANITARY SERVICE (TYP.) SINGLE WATER SERVICE (TYP,) DOUBLE WATER SERVICE (TYP.) SINGLE SANITARY SERVICE (TYP.) I \~ '< Y ( ~ Db.,' ' \ I ~ ~ ~ I~ ~ WATER MAIN - - I ~SANITARY MAIN ^ \ ~ \ ~ \ Y::"'\~WATER MAIN ~ V ----- CURB TYPICAL UllUTY SERVICE LAYOUT (6 UNIT) - / I ... ." '-. '-.~ .." GRAPHIC SCALE '~ 30 I 60 I 120 I 240 I 1- LOT LINE / (TYP,) ( IN FEET ) 1 inch = 60 ft. NOTE: 1. WHERE SANITARY CLEANOUTS ARE LOCATED WITHIN PAVED AREAS, TRAFFIC-BEARING BRASS CAPS SHALL BE USED. 2, ALL POTABLE WATER SERVICES SHALL BE LOCATED WITHIN GRASSED AREAS. .'" "\ \ \ ~,~ \, \ \ \ , ' ..., \ '\ \ '\ , '\ \ "'\\ ~ \, \~ \\ \\ \ '\ \ \, ~\ \\ \ '\ '-~ , ------ "- " "- '\ ... ... ( \ MADDEN engineering, inc, CIVIL ENGINEERS l\ 431 E, Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 ~ ~ I ~ w > 0: ::> o CI) ... 0: W Z o <{ ~ <( o 0::: o -I lJ.... z :3 n.. ~ ...J 5 cr o l.L (f) t') Z lY Q.. (f) 0::: W I- Z 3: lJ.... o >- l- t) I- Z W -I U o Z 0 o Ov <iN" o ~ ~ ~ o :::::l.J 0 ......J (/ll.L.LO l..L. w vi N I. :::::l" I L.l- zz~ o wa::lD >a.lD (/) < (/l I W (/lwr::::' """ _ I- 0 ~ ::i z v o "0 '--' I :::::l:!, 0< X o:J W LO < I- (() Z n W o ('0..1 Cl t:.:-.J N r"- ...... r"- oo (") ~ I") N r-.. r-.. o o o I III W o z z o F < N 1t: o I I- :J < lL. o w C) 0::: <( :r: u z lY W W Z C) Z W W Q.. ::::.,. z C) ~ Z ~ <[ ::E ,n:' ::E (.;? W -.J lY <[ :r: u ~ < () G: F 0:: W () ~ Z lJJ :2: :2: 0 <.J ~ (f) u Z a:: 0 lJJ a.. Vi Cl > lJJ Vl W 5' lJJ lY a:: N W 1-<<< I- oa <( 1.<<<. oa 0 Cl r-jN I"') v lOCO 1'00 O>~ 1:=1 I 21121 04/01/02 1"=60' JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DMM PWR CMM UT-1 SHEET 5 OF 19 <{ 0 W 0::: 0 ---I lL. ~ ~ ~ ::::> ~ j 0 0.. C/) ~ 0:: 0 I' LL a: - 0 W ~ Z (/) C) Z 0::: " D... (/) 0::: w <( I- Z 3: ~ lL. 0 >- I- U PROPOSED GRADE () z 0 8v <( N'- ,..... 0 ~~ 0::: =>....10 0 lIllL.1O ---l ON I.J... w~ I LL =>z.- z_(O 0 wo:::(O > a.. I (/) < III " ,..... W lIl~O ~ :3 z ~ 0 '"'0 I =>:;::;;; 0< X 01- ....I ~ 10< I- ex> Z Z r') w W ---I (.) U GRAPHIC SCALE 240 I 120 80 I 30 I 0 ~ .~ ( IN FEET ) h - 60 ft. 1 ine - LEGEND: BOTTOM OF WALL BOW TOP OF WALL TOW EXISTING GRADE TES. EXCEED 4: 1. NO, 0 SLOPES SHAlL ~TD~E MAINTAINED, 1. REAERR~~ 1 SLOPES ~~NR~QUIRED, WH LLS SHALL STEM WA APPROXIMATE. POND LOCATIONS ARE FDOT 2. EG - -- -- - - REMOVED AND -- - - D RAIL #1 TO BEL GRADING AND -- - - EXISTAI~~DG~~R FOOT WHI~N ;:~A AREA. -- SALV IS COMPLETE - - -- SODDING -- --- -------- ------- u o lD < a.. 16' ARD RAIL EXISTI~~ ;EU REMOVED ES -I I \ l '- --"'--'-~-,-",- EXISTING 5' SIDEWALK PROPOSED GRADE EXISTING GRADE @~UARD RAIL SECTION ., &~& _ NTS C,) o [Il < a.. EXISTING 5' SIDEWALK 10' s'ra" ARD RAIL EXISTI~~ ;EU REMOVED @ ECTlON .. B B ~~RD RAIL S &~& \ \ 1 , \ \ \ \ " " 1 , \ \ \ \ \ ~ROPOSED 4' ..l: ALL WITH RETAININ~N~E TO BE DESIGNED! BY OTHERS i I I I ! " \ \ \ \ \ \ \ \ \ TIE INTO :~]I~~~~g GRADE AT ELEV - C> ...; '" ~ \ \ \-.. / ~ - ,-- \ \ \ \ \ \ \ \ \ \ \ -- '" '" FOOT POND 1 NWL = 35,00 PEAK = 38.82 25YR '" '" '" '" +. <"'~" FOOT POND 2 0 NWL = 32,0 EAK = 34,61 25YR P '" -- - --- /"'" ~ ~ / MADDEN , 9 inc. engineenn , ENGINEERS CIVIL t. Avenue E Hora 10 431 . Suite ~60 32751 . d FlOrida Maltlan )' 629-8330 (407 w C) 0::: - < lL. o N Cl o N ltO ~.." b z UJ D... Z W l=l l=l <I ::E ::E 0::: W W Z C) Z W CI) W --.l 0::: <I I U ~ < () i:i: F 0::: W () (/) z o (/) 5 w IY 21121 04/01/02 1"=60' DMM PWR CMM JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: GR-1 SHEET 6 OF 19 - - -- ------- -- --- - GRAPHIC SCALE 240 120 I 30 80 I 0 I , ~ ( IN FEET ) 1 inch 60 ft. / OHU -- '. -- -------.-- ~--- OHU - -.~ -- ~. - or',tJ _, ~ -- - , - --- ---- _ o'rlU -- ------ --- \ p----- ~--_.._--------_. o u '_~ OHU- OHU -~ \0 ~ ~ u - --- -"'-- -- - OHU OHU -- o,u-'~ _ HU\, ~"'" \\ \ " \ \ '" '\ \ " \ \ '\\ \ \\ ~~ \\\ '~ ~,,\ \\ '" '~ ~ ~\ '" \~ \ ~\ \ \'\ \ \ \ '\\ \\ ~ \ \ \ \ \ \ \ \.\ '\ \\ \ \ ~ \-.,'----- NOTES: 000 ELEVATION: NEAREST 100 YEH~~~ BASIN, ELEV 21.0. 1. TILE LAKE U TlONS ARE APPROXIMATE. FOOT POND LOCA 2. - -- -------------- -- -- -- ---- - ------- \ \ I I \ C.O. I \ \L- \ ~ ( \\ \ \\ \ \ \ \ \ \ ~\ \ \~ \ , ~ l, , ~ \\ ", ~ ,~~"-, \~ '~( " ."" ~~, .~ \ '" ~" " ", ~" '\ \ " , ~l.", ~" \ " ~~"~~,, ~, ~ \ \ ' ~",,17"'("'..~ ~'~, \ \ \ "'~'<'~0' '~' ~~~,,<, L. \ ".., " ""''', , T, \ . :: ;~..~" ":'~:.::" '- \\ \ - - ", ',,,, ""--' ~:>- "', ~,,". , \' \ '.... ~;,~~: "~'" ',- '~0-:":::-,,,,~ ::1 \ "." ", " , , , ' >, "'" \ ~~ ',". ~ ~:--, \~ ' "'~~~,~ .>,," ~~\'~'. ~\ -, "" '" , " "0., !t> " "'.:0 ~ '" ""-, , ~ -... ".." " ~ ' "~'\ __~ 5-..", '~~, <...~'.... "", ~ '.... VI rJ.. "..:' ,.,. '" ' "'v',,,, " ", "0 '- .,.,~ " " ~,,~ . "'~~ "'-'" ", ~ '<, \ \ \ \ \ BLEED DOWN PIPE SPREADER SWALE CONC, MES INV,= 24,50 -- ---=- -- --~ - - - - --- .-~- W - --- . ~~~ - =-------=- .---- -3S- --~ - '" '" ~jv . TO -- UT 3.5 PE- e of PI ~TS STR IIYD TCJ RIM 28,8324 47 P 17 INV. OUT , ~ ,/" ,/" ,/" '" '\ \ \ \ '" FOOT POND 1 NWL 35,00 25YR PEAK 38.82 SILT FENCE '" / ,/"~ FOOT POND 2 ,/" NWL 32.00 K 34,61 ,/" 25YR PEA ,/" /'" -. W _ 'IV __ UNDERDRAIN -- --- C.O. (TYP.) - '" .-.....- '" '" NCE SWALE CONVEY~NDERDRAIN 0' MINIMUM MAINTAIN A 1 TWEEN TI-IE SEPARATION BE MAIN AND 8EXISTlNG WOASThR STORM SEWER. THE PROP 3 MADDEN engineering, inc. CIVIL ENGINEERS 431 E. H?ra~~o Avenue SUite. 32751 Maitland, Florida (407) 629-8330 <{ 0 W 0::: 0 .-J LL > ~ a: ::> ~ z ~ 0 en ~ 0:::: 0 ... LL a: W - ~ Z (f) C> Z C 0::: " 0... (f) 0::: W ~ f-- Z 3: LL 0 >- f-- () f-- Z W .-J U u :z 0 8'<t <( N r:: Cl ~ ~ 0:::: ::>...J 0 o Vl lL. It) -I -N LL- w~ I LL- ~ ~ to Owe::: ID >a. I (/) <( Vl r:::- w Vl ~ 0 ~ :s z .::. o C> 0 I 6 ~ x 0 ~ W It) <( I- 00 :z I"') W U " ..... " CD (Y) ('..\ :II: 0 0 (;.-;) lLJ N z 0... z ~-" 0 Z F W W <( :;.:,. t=l N C> ir n-:: C:) t=l 0 <( :z;, <I: ~ :r: ~ ::> U < ~ u.. Z 0 CI) w W l- n-:: -.J <( w ~ u w <I: G:: Z I F a::: C> U w Z u w (f) z o (f) 5> w 0::: W f-- <( o 21121 JOB # 04 /01 /02 DATE: 1"=60' SCALE: DMM DESIGNED BY: PWR DRAWN BY: CMM APPROVED BY: - Ii I L DR-1 SHEET 7 OF 19 I ~ STS STR #1-1 STA. = 11'+69.59 - TYPE V INLET SAN MH 1108 STA. = 10+96.96 STS STR 1#1-4 STA. ... 16+19.81 - TYPE V INLET STREEl A STA: 16+19. STREET r STA: 48+1 6" TEE (2) 6" G. V. STS STR #J-l STA, = 18+06.61 - STORM MANHOLE STS STR #1-5 STA. ... 11+03.69 - TYPE V INLET MA TCHL'NE seE SHEET pp-3 ~ ,~ STS STR #1-2 STA. ... 12+87.41 - TYPE V INLET SAN MH #07 STA, = 14+74.44 - 10.87 LT p-' ~ MA TCHL-'NE WM 6 PV~EE SHEET pp-3 STS STR 11-3 STA, ... 14+63.01 TYPE V INLET MATCHL'NE SEE SHEeT pp-4 MA TCHL-'Ne SEe SHeeT pp-2 ., ~., '. ~", ~~~ '.......~... ..."..... ~~.~... ~.../~ ' I ( ~y~~('~>..",. '" " .., ........................'... I),. STREET A I" a.. ~ .... 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It'!~ r-:~ "!18 olJl lJIN o~ .'" ~=: .....on .lD ~on CDlD II) on ~CD ~;e ,,,, .N ,,... ,00 ,lD .N ~C'! .N 0 ~~ N' ~~ O' 01' !;;:q 11)' ~~ ~~ ~f;j .on air: ;;;fii ~~ O' O' 01' ~~ CIi .~ .1Il I'll:) I'l~ I'l~ ",~ ~ N~ N~ OIC1i NN .... 50 40 30 20 DAfTJJI ELEY 15,00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 GRAPHIC SCALE 25 I 100 I 50 I ( IN FEET ) 1 inch = 50 ft. SAN MH 1109 STA. = 18+97.61 - 11.0 L T STS STR #1-6 STA. = 1S+08.61 TYPE V INLET 6" TEE (2) 6- G. V. P1509 50 LF N 8 PVC 0.40% 20 LF DIP MAINTAIN 12" ~ MIN. CLEAR. LX::::. P-18 02 LF 15 HOPE 0.24" P-7 o LF 36 HOPE 0.85" 200 I ~ ~ KEYMAP NTS MADDEN engineering, inc, CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <( 0 W 0:: 0 ---l > lL. W 0: ..J ::> - u.. 0 ff 0.. CI) C 0::: 0 ~ LL 0: z <( W z Z z j w 0 " 0:: <( 0.. ~ ~ <( w r- z 3: ~ lL. 0 >- r- () r- z W ---l () o z - 0 o-.t <( 0.... Nr-- e w N e:::: 1-'" o S..J 0 --.J (/J LL Ll) u.. WuiN u.. ~ e" I ZZ.... o ~ ~ eo <CLeo (/) VI ,.... W (/J W I"- :2!: < I- 0 o gt5.!. :r: o:t X 0 ~ W Ll)..J ~ 00 < Z ", W U w ~ 0:: <( I U Z n:: w w z ~ z w ,..... ..... ,..... CD C'1 * n N ,... ,... o o o I !II W o Z t5 F <I: N 0:: o I t- :J < lL o ~ <I: U G: F cr w () ('...\ Cl C"J N 'l:.C LJ..j a... z w t=l t=l <I: ~ ::....-"");> CJ Z :E tI) W -.J 0:: <I: I U ~ ~ :z: :z: lJJ lJJ :2: :2: :2: ::E 0 0 u u ~ ~ (f) u u cr 0::: Z lJJ W 0 0.. 0.. 0 0 (f) lJJ W 5 (/) (/) :> :> w lJJ w 0::: 0::: 0::: N N 13 I~ w CD r- ~ .g. <( ,... CD 0 0 0 ..- N I") ~ li1 CD I"- CXJ (J) 0 ..- ..- ..- 21121 04/01/02 1"=50' JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DMM JIN CMM PP-1 SHEET 8 OF 19 ~ , w~ z~ Jr I.W o~ '4,(1) ~w 'fA SAN MH RCOM STA. = 21+84.57 - 60.49 RT & PCOM01 77 LF SAN 8 PVC @ 0,30% 1" wt ~r .JW I.W 01: ~(I) ~~ (I) ~ + 8 OP STS STR IJ-5 STA. = 2f+20,26 - TYPE V INLET SAN MH 101 STA. = t:2+17.39 - 10,9 RT n N~I I I lL lLlLN NN~ n ~~~ 101010 silqNNII ~~III1~ lIllI~~O ~:l::>::>::> lIlii:~ZZNDcti:!; 40 ~ij~~ I I I I ~m~m $$$:> 11..11..11..11.. '" "" A ."'- WM 6 PVC "" r- P-3 30 I'.... 157 LF .. STS 24 HOPr-r-. -- o 1.35" P-2 lI' 169 LF / STS 18 HOPr' C 1,50" 20 DA'/'UJ/ ELEV 10.00 r-:cti ~~ 20+00 GRAPHIC SCALE eo 0 2S eo 100 200 ~ ~ I I I I =a ~ ( IN FEET ) 1 inch = 50 ft. STS STR 11-8 STA. = 23+49.18 - TYPE V INLET STS STR 11-10 STA. = 26+80.84 - 'TYPE V INLET SAN MH 102 STA, = 24+94.53 - 9.8 RT STS STR #1-11 STA. = 28+78.14 - TYPE V INLET MATCHLINE SEE SHEET PP-4 ~ L- STS STR 11-12 STA. = 30+58.87 - TYPE V INLET SAN MH 1#03 STA. = t7+73,65 - 8,9 RT TREET B STA: 30+58,87 EET C STA: 34+68,49 o + 10 I AN MH 104 o r"l \ , STA, = jb+47,87 - 20,9 RT MA~C~NE SEE SHEET PP-4 KEYMAP NTS STREET B "!S on 1'1 lOon CII"" ~;n ~l:i ","liii lOon NIII 1I!:it -i;!l I'N r-:g: N- ~~ CIlD ll'!:3 0'" ~~ 0) ,"," ,ell ,ell ai::: ,I' ,..:"': cO .10 -iN ,III 1'I..s ":N ~~ III' CII' 0)' ~~ 0>" g:~ ~~ ~~ 1" ~~ ~~ I'I~ 1'1' 1'1::1 ....:;; ....:;; ....:;; ......, ....~ ....eII N "'::I "'1'1 1'11'1 ....:;; N 22+00 23+00 24+00 25+00 ~6+oo 27+00 28+00 29+00 30+00 :::-- - - P 11 144 LF STS 18 HDPE C O.R?': PCOM01 77 LF SAN 8 P'C @ 0.30:11 ~T~ ~ P 12 81 LF 1JD~~8~n ~1~ ~TS 18 HOPE C O,62~ i\ OP-01 I \ P-14 43 LF _-::I \.. 79 LF STS 24 HOPE S~ 15 HOPE o 0.14" C 1.43" & "110 "IN "'1'1 ~" ::1::1 21+00 .... .... 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"7R !~ P0102 280 LF SAN 8 PVC IC 0,66% .A _n 7"''' I"'IlI - P0203 2~ I~' B PVC 0 0,41% ~ ---~,.- WM 6 PVC ~~ - \ ~-22 18.c^LF Srs 30 HOPE C 1.11% \ P0304 280 LF S..N 8 PVC Ii' 0,30% ~ P-21 19 l r 515 18 HOI E 0 1.11~ ~ P0405 266 LF ~N 8 PVC I;ii ~ @ 0.60% ,.... ~!!II ~"- ~g6~~ ~N 8 PVC C 0.40% , '-... P-23 "'= 128 LF STS 30 HOPE o 0.10" P-31 V 108 LF /' STS 24 HOPE / 1 \ 0 0.92% - - l--. t """ "'\ ~ 40 LF DIP MADDEN engineering, inc, CIVIL ENGINEERS 431 E, Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <: 0 W 0::: 0 --.J > lL. W 0: ..J :> - LL 0 ~ 0.. CI) C 0::: 0 II' LL 0: z <( W z Z z ::5 w 0 " 0::: <: 0- C) 0::: <( W I- Z 3: ~ lL. 0 >- I- 0 I- Z W --.J U cj z - 0 o.q- <(~ 0.... N,..... Cl W N a:: I- I"') o S...J 0 .-.J Vl LL I/) lL. WuiN lL.:::>Cl I Zz..- o ~o::CD <CLCD (/) Ul ........ W Ul W ,..... ~ < I- 0 ..:= ...J Z .q- o (:) ........- :r: :::> 0 o::E X Cl ~ W I/)...J f- CD< Z I"') W U w C) 0::: ~ I U Z 0::: W W Z C) Z w I"- ..... I"- m (") ~ l1.J 0... Z W ~ ~ ~ ~ ~ CI) W -.J CI::: ~ I U I") ('oj i' i' o o o I lD W o z z o F <( N ~ o ~ ::J <( u.. o ~ L"':> "" .1::,0 ::-:~ c~") <: ~ <( u i:i: F a::: w u ~ ~ z: z: w w ~ ~ ~ ~ 0 u u ~ ~ (f) u U a::: a::: Z w w 0 a. lL (f) Cl C W ~ 5 VI :> :> w w w 0::: a::: a::: N N '3 ,~ w lXl I- ~ ~ <: r-- lXl 0 0 c ..- N I"') .q- LO CD I"- en ()) 0 ..- .- ..- 21121 04/01/02 1"=50' JOB # DATE: SCALE: DESIGNED BY: DRA WN BY: APPROVED BY: DMM JIN CMM PP-2 SHEET 9 OF 19 01 VI')'" oo~ CO...-~ V .-0C! V mcC CO ",~cC '" ",,,,110 I') It)vOl N ~O 1100"'- ~ vCC.... loocCv'- sI. I')cCcC'- J. lOooi"'- 1QpN U) ,.;.N 10'-11 ~~.-NII 1')"'-'-11 ~ mN'-1I ~<<!NII sl.~~NII oilll- ~ II III- re II III- f!:~III1~ f!: N :J f!:~ II III- ~ ~ f!:~II~ (/)II~~B II~~B :J (/) II~O (/) (/) II~~O enll~O (/)II~~O ~:i>> I!! :i>>> I!! :i>>> ~:i>>> ~:i>> ~ ~>>> -ZZZ ~~~~ ~~~ (/)~~~ en 0::___ (/) (/)a::zzz (/)~zz (/) 40 ~ 10 .- 0 en LOLOLO 0 12 c 0 0101'- 0 000 on .- ...- ~ 0001 10 on v.-lL ~ ~ 00:: ~ ~p~ ~ aoLOO 0:: 0.- ~ plL 1'1 iIi lLlLv ~ CLIO + ~ O.-lL :B ~ i ::I c ao d LOVC'o! . 10 lLlLv 0 it ~ I LOll:! + ~ I ~ p~ + ~ v~o U) vl')N enN II; I ~ ~ Il'i 1'1 . 'N I I') II .--.i I LOovN ~ 'N ~N N ON I I ~~ . 'N I ~ ~~NNII ~ g I ~ ~g~~ II LO en ~ ~ll:!NII i>: en - ~ II .- Nil ~ [j] INII II~ it IN lil- t; [iI :> ll.. ~I l- t!:' ~ ~ II III- 01- III :> :> I :J Il. 5i III :>I I I'):J :=i1l~~0 Il. :=i1l~0 :> :J :J S Il. S Il. II 0 S Il. :=i II~~O :=i 110 Il. ~:=i>>> Il. ~ Il. Z:=i>> ~~ '> ~:=i>>> Z :=i> Vla::~~~ <-ZZ Z <( -Z VlQ::__ Vi en~~~~ Vl Q::- - -. ... - V A A _n - ~.... "~,, ,.... " '1l.'I!. 30 -. f-- --- -- ---,~--- -- \'1M 6 PVC I P150 V """\ --- /WM6PVC 5150 L \VM6 PVC~ AN 8 ~ - - . 00.4 0 ~ liao, p 27 SA~5~ Lt1C" STSD15l - 1~6~h~~ L.-'t. n ?A~. ~OPr' CD 0.60% 00.2 " P1n1 F II=" SAN M I-'Vl lllI ~m.. i- ~ ~ R I-'Vl III [],~n~ p-7 70 LF ~ lOln...IS ~6 LF *= P080e SAN 8 PVC ~ 0.30% - STS 36 HOPE 201 L PE 0 0.85' o 0.85% - SAN 851 VC P-25 157 LF STS 36 HOPE CI 0.11 " ... .Q R2. LF IL ~ 4' Cl I F STS 36 HC @ 0,3 % 20 / \ 5 5 42 HOPE 0 J.~~ "'. 20 LF J ~ '\ P-6 P-24 I "\ 1 02 LF 128 LF L 20 LF STS 30 HOPE STS 30 HQF't' P-26 ~t-38 P-20 PVC C900 o 2.78" PVC C900 111 LF 154 LF & o 0,51" & 46 LF Jt! 48 HOPE STS 15 HOPE STS 42 HOP o 0.10" o 2,66" o 0.10" y 01 Cl!8 ". ~~ ~o 01'1 ~i "!~ "on 01. ~~ 0" ~II 11)0 . .10 ,10 ad"': .10 .N ~~ 10' ". ~liI CI)' CI). CI)' ~lil ~liI 01' 01' 01' ('oj NIIt NIi! N~ N N~ NIi! N~ N~ NIi! N SAN MH #11 TA. = 39+58.91 - 18.8 LT STS STR /JI- 7 STA. = 39+90 - 0.0 L T TYPE V INLET SAN MH #LS STS STR 11-6 STA. = 42+60.43 - TYPE V INLET STS STR #J-3 STA. = 40+72.10 - STORM MANHOLE STS STR #J-6 STA. = 39+43.18 - STORM MANHOLE 40+00 {q /~ ~ IJ.IJ. ~V^ J-.O {q~ ~Y" 0~ (q1Q Q) -0 \ '6\ FIRE HYC. ASSY. (TYP.) STS STR IJ-2 STA. = 4f+90.35 - STORM MANHOLE 8. TEE (2) 88x6" RED (2) 68 GV STREET D STA: 42+60,...3 STREET A. STA: 19+08.61 SAN MH #05 TA. = ~7+97.35 - 11.0 LT STS STR #1-14 STA. = 37+86.35 - TYPE V INLET STREET D & & ao U) I') NOli I IlL lLlLO U) IO",N NNI I IlL Q.Q.v 10 vC'll NI IlL Q..- o 01 Nao' I IlL ll..lL.- WM 4 PVC J)Af'U)I ELE 10. 00 37+00 38+00 39+00 40+00 41+00 15.9 LT 100 I 200 I GRAPHIC SCALE ~ 25 I 50 I ( IN FEET ) 1 inch = 50 ft. ~~ ~-<J ~&~~ ~"M ~~ ~ ....., SAN MH #09 STA. = 4~+71.43 - 11,0 LT 11.0 L T KEYMAP NTS 1IO ",I IlL lL.- & '" ~U)I I I lL lLQ.O WM 8 PVC 42+00 43+00 MADDEN engineering, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <{ 0 W n::: 0 ...J > LL W a: ...I :> - u. 0 ~ 0.. (1) C n::: 0 ~ LL a: Z <( W z Z z j w 0 CJ n::: <{ a.. C) n::: <( w ~ z 3: ~ lL. 0 >- ~ U ~ Z W ...J U o z - 0 Ov <( 0.- N", OwN 0:::: I- I') o S...J 0 ---l Vl lL.. l!') u.. w tri N u.. :J Cl I ZZ.- o ~a::tC <(lLtC (/) Vl ......... ~ ~ ~ b o <3 Z ~ I :J 0 o:=i X 0 ~ W IO...J I- IX) <( Z I') w o n N " '" ..... " " 0 0 00 0 (") I # !Il w IN lL! 0 z .. g a.. z w ~ z 0 F ~j; W <( c::::l N ~ Q:: <[ 0 L I U C) I- ::l Z Z L < - lL.. CI) 0 n::: w w w -.J I- W < Z a:: u C) <[ i:i: I F Z U a:: W w U ~ ~ :z :z w w ~ ~ ~ ~ 0 0 u u ~ ~ (/) (3 (3 a:: a:: Z w w 0 0- 0- C C (/) W w 5 (f) (f) :> :> w w w n::: a:: a:: N N I~ ~ w €. lD ~ I~ <{ " lD 0 0 c ..- N rr) -q- LO (!) " 0Cl O'l 0 ..- ..- ..- 21121 04/01/02 1"=50' JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DMM JIN CMM PP-3 SHEET 10 OF 19 GRAPHIC SCALE ~ 25 I 50 , 100 I 200 I ( IN FEET ) 1 inch = 50 ft. - NOR1'H - NORI'H MADDEN ~~ ~~ engineering, inc. - - CIVIL ENGINEERS 431 E. Horotio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 MA TCHLINE SEE SHEET PP-3 ~ <( 0 W 0::: 0 --.l > LL W 0: ..J :J - LL 0 0 a: 0.. CI) C (t: 0 ... LL 0: z <( W z Z z j w 0 " 0::: <( 0.. C) 0::: <( W ~ z 3: ~ LL 0 >- ~ () 6" TEE 6" GV 6")(4- RED 4" GV MA TCHLINE SEE SHEET PP-1 STS STR #1-12 STA. = 34+68.49 - TYPE V INLET STS STR #1-9 STA. ... 46+12.55 - TYPE V INLET WM 6 PVC I 6" TEE 6" G,V. STS STR 11-5 STA. = 45+12 - TYPE V INLET ----.J 6" TEE (2) 6" G, V, SAN MH #06 STA. = 3'5+49.41 - 11.4 RT - 8.2 RT 33+00 STS STR #1-14 STA. ... 32+12 - TYPE V INLET SAN MH #05 STA, = 3'~+23 - SAN MH #08 STA. ... 45+01 - 6.7 RT FIRE HYC. ASSY. (TYP.) ~ a: MATCH~ SEE SHEET PP-3 STS STR #1-4 STA. ... 48+12 - TYPE V INLET STS STR 111-13 STA. ... 33+40.25 - TYPE V INLET - 11.0 RT SAN MH #13 STA, ... 49+53. WM 6 PVC SAN MH #14 STA. ... 48+70.86 - MA TCHLINE SEE SHEET PP-1 KEYMAP e,j NTS :z - 0 a.q- <( o~ N" 0 wN 0:::: f-I"') 0 5-l a -l V)LL 10 l.L. w uiN l.L. ::J0 I z z ~ 0 ~~IO CI) <(CLIO Ul" W ~~t; ~ 0 6Z~ :r: ::JO o~ X 0<( f- ~ W L()-l Z f- 1lO<( :z I"') w --.l W () U I") N l"- I' ..... " l"- e 0 CD e t'..I (") I # m 0 w C-:) ci N l.J.J Z (...f..... a.. z W Z 0 F <..? .......~... w <( 0:::. .,.- l=I N C) <( Z l=I ~ I <[ 0 ~ ::I: () I- ::J Z ~ < LL CI) 0 0::: W W ~ W ...J <( Z O!: u <[ G: <..? I F Z U 0: W w U STREET C STREET E STREET F "Ilt I"')N NI 10.. 0.." ,,~ I"') "IltN ~ 'N lION C'!NII ~NII~ UlII~O (/)~::>::> f--zz (/)0:::__ 10 ~ I a.. "Ilt co .t- O! N IN IX! II Cl ~N~ (/)110 ~~::> (/)~~ 10 "Ilt~1 I 1 CL CLCLIO IO"C! 10 C!IX!~ INNI"') ~NNII ~ClII II~ II~~O ~~::>::>::> (/)~~~~ + 1"')1 10.. a.. CO O~ "Ilt "N 'N 11O"Ilt ~NII ~~II~ n .- (/)II~O .q- .- ~~::>::> 0.. CIl~~~ Cl 40 Lri nnLri ~ N ' 'N ~~ (!jll:~~ .q-a nllOlOlO ;~ ;~;ij '-~II '-IX!NNII 0 gJ II II f- 111.111 In~ I ::J ~ ~ ~ ~~ ~ ~1I0 ~II~~O z~> ~~::>::>> <-z CIl~~~~ ::> CIlO:::_ 11.11. 11. 11. "Ilt en 1lO n 0 1lO1lOa I"')I"')~ N 10 aallO a "1"')0 ~~.... a: N+a.. 0.. a~o.. ~~ 0 0..0..+ CLCL" 10 40 +~ I"')I"')Lri to llOCXl+ , 'N . 'N N llOa++ 0 I"') co 10 10 NL() r--:NNII .. lD .... lR ~CON"l1l ~II N iii ;: ~ II II f- ~N~1l II) ~ N &t gjllllf- In~ GI + lD ~ . ~ + I ::J ~' ~ OJ:]: ::J ct ~II~~O ~ I * N~II~~O ~1I0 I') . I · . . ~~::>>> ~~::>::>::> z~> CIl~~~~ (/)~zzz ~~z l;; ::> ::> ::> 11. 11. 11. ~ Z I.LJ :2! :2! 0 U ~ (f) u ~ Z I.LJ 0 CL (f) C I.LJ 5 VI ::> W I.LJ r:r: ~ "l I~ w co ~ I~ <( co 0 c 1"- IN I"') V L{) CD i" CXJ 0) 0 ..- .- .- 30 WM 6 PVC 20 LF DIP MAINTAIN 12" MIN. CLEAR& -,.--- P-4 84 LF STS 24 HD @ 0.51" P0809 201 LF SAN 8 PVC C 0,30% P0708 222 LF SAN 8 PVC C 1.47% P-5 103 LF STS 30 HOP o 0,51" P-4 84 LF STS 24 HOP o 0.51" WM 4 PVC P-5 103 LF STS 30 HOP C 0,51" P05LS 106 LF SAN 8 PV @ 0.30% SEE SHEET PP-3 FOR UPGRADE P1105 169 LF SAN 8 PVC o 0.30% P-25 157 LF STS 30 HOP C 0.11" P1213 75 LF SAN 8 PVC lIP 1.57% 20 P1213 75 LF SAN B PVC @ 1,57% ffi WM 20 LF Lf{VC C 00 JOB # 21121 DATE: 04 /01 /02 SCALE: 1"=50' DESIGNED BY: DMM DRAWN BY: JIN APPROVED BY: CMM DATUM ELEY 16.00 DATUM &LEV 16.00 Ill.... ":~ OJN 00 00 U!~ -.... fii Clll ~19 ,N .1') ,.... ,.... qj.-o: co' co' co . ..... ..... co . ~ ~~ ij~ N~ Nf,l N~ N~ N~ Nf,l N~ 33+00 34+00 35+00 45+00 DATUM ELEV 10,00 Ill.... ,0 lf3FJ NO ,- ;;j~ dO! I'l~ ...OJ ,lO ij~ Qlll'l ,lO O' I')~ 0.... ,N ;;j~ Cl!liil<<!fIl o '0 . 1')~1'lf,l <<! ;;j 32+00 48+00 47+00 48+00 49+00 PP-4 SHEET 11 OF 19 & POND PO-O' INV ELEV, ORIFICE SIZE PIPE SIZE PIPE LENGTH TEE SIZE 25.1lO' 3.75' 5' 50' e'x5" ST AINLESS STEEL PIPE STRAP 4' MAX. PIPE SIZE aBLEED DOWN - N. T.S. PIPE S'~ct SlOPe GenerOI \I~;ies S ~N~s. _, 3' Or5t~ ,_.. ^,,-:=-:~ Deepen Around Outsl,de Edge Of Pipe For 51 SI -' f Concrete Pipe 2' #4 Bar- Paid For As Pipe Culve t E F Pi e To Be Included Under Unit Price For Mitered End Section SECll0N .Slope: [LEV = 29.50 TENSAR TM 2000 TOP = 29,50 1.25% MIN. TOP = 29.00 &oESIGN HIGH WATER = 28,67 CONTROL WATER ELEVATION = 25,50 ELEV = 29.00 ELEV = 25,50 10' BERM VARIES MATCH EXISllNG GRADE AT ELEV = 23.50 I-W OZ -l - -l SECTION B-B SPREADER SWALE BOT. ELEV = 24,50 3' MIN, 1 L:::::: 4 2 'J1 6' MIN. 12' MAX, 14.00' 13.96' 10.50' 14.00' 13.96' 22.50 & 4: 1 / 2: 1 BREAK & POND 1 SECTION WEIR ELEV = 28.67 BOTTOM = 13.50 BOTTOM BLEEDER PIPE SECTION A-A FIBERGLASS OR APPROVED EQUAL SKIMMER &TOP ELEV = 28,67 BOT ELEV = 26.37 2 ELEV _ 25,50 CENTER UNE A GJ ~~J. DETENTION 90. OF BERM ...... ~ L x 6. H SLOT & INV - 26.87 ~~ ~ ~ V B ~ L . . .' :J -r t.l :'"f' q SKIMMER ,1 ~: ETENTION POND "' 7' ....... ~ m TENSAR ......... CENTER UNE I A 1M 2000 SEE SHEET GR-1 FOR BOTTOM ELEVATIONS ELEVATION VARIES BLEEDER PIPE SPREADER SWALE B ~ P/L LOT L1NE~ V ARI ES PLUG 8.0' VARIES 1.25% MfN VARIES 1.0' MAX. R INVERT ELEVATION (NWL) L 12" OF BERM TAP CAP TO ORIFICE SIZE AS SHOWN FOR EACH POND aBROAD CRESTED WEIR WITH - N. T.S. GJREAR YARD N.T.S. COLLECTION SWALE SLOT DIMENSIONS AND QUANllllES M 51" CONCRETE SLAB (CY) Ii SODDING (SQ, YDS,) D x A B C E F G Single Double Triole Quad. N Single Double Triple Quad. Single Double Triple Quad. ~ See General Note No, 3, Pipe Pipe Pipe Pipe Pipe Pipe Pipe IPlpe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities 2 7 1.92 2,18 4.1 2,06 5' 1,22 4.63' 7.71 9.79 12.37 1.19 0.38 0.58 0,77 t .96 21 24 27 30 2' 10" 1,97 2.74 4. '....f;. 6 1.41 4,92 7.75 10,58 13-:-42 171 0.44 0.65 OR7 00 22 25 78 31 . .3' - '" 7 OF;' 3.85 " Q1' 3.56 7 1,73 5.50 8.92 12,33 15.75 1.25 0,54 0,83 1.17 47 24 28 32 35 " 4 3' 7.15' 4.95' 7,1 A "I':' 8 2,00 6,08 10 '1'1' 14_58' 18,83 1_79' 088 1.09 1 "0 01 26 31 'I" 40 . 5 1 2.25 6.08 R. .'1' 5,56 9 2,24 6.67 11.75 16.83 21.92 1.33 1.38 2: 1 0.81 1,95 .51 28 34 39 45 Slope 6' -0" 7.'14' ],21' 00:; F;,56' 10' 2.45 7.25 1'1 ?". 19_25' 25.25 1,3B' 0,97 1.70 74" 1Q 30 37 43 50 " 6' -0' 74T 8.33' 10 76' 7.56 11 2,65' 7.83 14.58' 21,33 28.08 1.42 1.13 2.04 2.93 84 " 32 39 47 54 7 8 2.52 9.44 11,96 8.56 12 2.83 8.42 16,08 23.75 31,42 1.46' 1.31 2.44 _'1"R 4.72 34 42 51 59 8 6 2,62 10.56 13.18 9.56 14 3,00 9,00 17,50 26,00 34.50 1,50 1,51 2,89 4.28 5_6B 36 45 55 64 " 9' -2" 2.71 11,68 14.39 10,56 1 ,,' 3,18 9.58 1R 7'" 27.92' 37,08 154' 1.68 3,25 4R4 "'R 4~ 38 48 58 68 10' -0" 7 An'" 12.80' 15,60 11.56 1 F;' 3.30 10.16' 20,16 30.16 40.16 1.58 1.89 3,74 5.59 7 A" 40 51 67 7.'1 " 2 r 2.27 4,09 6.36 40'1' 8 1.22 4,63 771 9.79 12.37 1,19 0.87 0.57 1.15 1.44 23 26 29 32 " 2' .10" ? '16 5_17' 74R' " 0_'1' 9 1.41 4,92 7,7.""' 10.58' 13.42 1,21 0,66 0.99 1.'11 1.65 25 28 31 35 B E " 3'..5" 7.".'1' 7.18~ 071' 7n'll'~ 11' 1 7_'1' 5.50 R O?' 17.33' 15.75 1.25' 0.85 ?7n 1.30 1 7" 78 32 '16 40 " 4 3 2,70 9.25 11,95 9.03 13 2.00 6.08 10.33 14.58' 18.83 7.'19 .:'1,05 ~ 6,42' ~ 6.25' Dimensions permitted to allow use of 8' standard pipe lengths, 4: 1 1.29 1 1 1.74 31 36 41 46 Slope 5 1 2,87 11.310 14.18 11.030 15 2.24 6.67 11.75 16.83 21.92 1.33' 1 2.21 3.08 3~6 34 40 46 52 " 6' rr 'I """M' 13.37' 16,42 13.03 17 2.45 7.25 13.25' 10.75' 25,25 <> 1 0,40' <> 10,10' Dimensions permitted to allow use of 12' standard pipe lengths, " 1.38' , 2.76 3.91 5_09 38 44 51 58 6' -9" 'I ??' 15_4'1' 18.65 15.03 19' 2,65 7.83 14 "R' 21.33" 28.08 1.42 1fl 3.30 47.l 1;.17 41 48 56 63 " 7 8 3.39 17,49 20.88 17,03 21 2.83 8.42 16,08 23.75 31.42 ~ <> Concrete slab shall be deepened to form bridge across crown of pipe, See section below. 1.46 2.14 3.95 5,77 7,58 44 52 61 69 " 8 6 3.56 19,55 23.11 19,03 23 3.00 9.00 17,50 26.00 34,50 4.66 a.07 1,50 2.45 6.87 47 56 66 75 9'.-7" 37.'1' 21,62 7" 'I'" 21.03 ?5' 3.18 9.58 18.75' 27,92 37.08 1.54 2.88 5.54 8,18 10_84 49 59 69 RO " .'1Q1 10' -0' 22,68 26,59 23.03 77 3,30 10,16 20.16 30.16 40,16 1,58 3.18 6.27 9.'18 17 4" 52 63 74 85 Sod in 6- CONCRETE SPLASH PAD Beveled Or Round Corners SoOT in -:::::- ~ ,..--~ \ " ;;/ \/ 1 / .~ Beveled Or Round Corners o . UlIoJ ~:5!! ii,g 4( ~ 4: 1 Miter: To I Pipe For Pipes 18" And Smaller. 2: 1 For Pipes 24" And Larger, 2: 1 Miter: To I Pipe For Pipes 18" And Smaller, 1:1 For Pipes 24" And Larger, ::E X ::E 0 NOTE: FOR PIPES IN PONDS, THE CROWN OF THE PIPE SHALL BE AT OR BELOW THE 6:1/2:1 GRADE BREAK. THE END OF THE M.E.S, IS TO MATCH THE ADJACENT 2: 1 SLOPE. \ }. /" //0, ~ ---'.. ........ ----~ ~ in o ~ ~ ~ ~ ~ ~ Concrete Slab, 3" Or 5,;" Thick, ~ Reinforced With WWF 6x6-WI.4xWl,4 ~ ~ Concrete Slab, 3" Oct Thidil, Reinforced With WWF 6x6-W1.4xWl.4 in /so MITERED END SECTION WITH CONCRETE SPLASH PAD N. T.S. TOP VlEW-MUL llPLE PIPE TOP VIEW-SINGLE PIPE 10' BERM LJ1 4 MATCH EXISTING GRADE TIE-IN SLOPE VARIES IN ORDER TO ___ MATCH EXISTING GRADE 20' WOVEN FILTER POINT FABRIC FORM a" O.C. (TVP,) ):j 8' J co.... ~:5!! '00 ~~ CONCRETE SPLASH PAD i:lJ l /~d MADDEN engineering. inc. CIVIL ENGINEERS 431 E. 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I ;0 ;:0 0 ~~~ e;E~ 0 C~~ en J;1!1~~ G) C o ~ ;0 lI} o I: ~ C C m Z o ON < -....,J (I) (Jl :J ~ C (I) 010 CONSTRUCTION DET AILS FOR W AGNER'S CURVE CITY OF WINTER SPRINGS FLORIDA c;) I rrJl 01 O!O) C1lrrJ!rrJ!aIO 01rrJlrrJloI0 C1!rrJlrrJlaIO 4 . ~ bll...I' ~ CLIENT CENTEX HOMES OF FLORIDA, INC, 385 DOUGLAS AVENUE SUITE 2000 ALTAMONTE SPRINGS, FL 32714 ( 407)_661_2150 N CHARGE \J"y--- #38717 E8-0007723 'lOOt, OF AUTHORIZATION NO " CHARLES M, MADDEN P.E CERTIFICA TE ENGINEER Ul o o z o ;;0 rrI rrj Vl 6 rrJ ~ r ~ 1 2 3 4 5 6 7 8 9 10 11 DATE REVISIONS '\ ~ . ... . . .. 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'" B F",,, Note: Bales to be stoked at the direction of the Engineer. - -' ~ - loo.. S,i1 PI'''' B, Sh,,.1 .,' LIghtly Compacted Along Upstream Face Of Boles, ~r I i:i: I. .U..II IT. . I. . } L i l~ 50' On Centers ( Typ. ) As Required---. -- VlI """ \. .11..11 II. . 11. . J I Anchor Bales With 2 - 2" x 2. ?~~ Overlap Ends Stokes Per Bole. / ~ J7T"l't" DITCH BOTTOM INLET Anchor Bales With 2 - 2. x 2. X 4' Stakes Per Bole. BALES BACKED BY FENCE .-. ~ Sidewalk~ ~O~ Curb & Gutter ~ ~ ~.I.."'" COMPLETED INLET Ope Ri8lr --- Ditch ------ Curb & Gutter --- ------- Ditch . , r Apron :, I I 11:A-SOd - Fill Slope PARTIAL INLET PROTECll0N AROUND INLElS OR SIMILAR STRUCTURES [Ill III III III 1 I.. ~f I r III aTo .;'1 ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE sOdr-.ll PLAN ~- Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Edge Of Boles, ~? : I ------- t( I- Flow Bales To But ~l ~ _______ Anchor Boles With 2 - 2. x 2" X 4' .11 Stakes Per Bale, PLAN Loose Soil Placed By Shovel And Lightly ~~ Compacted Along The Upstream Edge Of Boles, ~FIII Slope . 10 Anchor Boles With Stokes Per Bole. 2 - 2. X~4' Post ~ail\ ~~-1 I/II~ T ::JlIjiIII\\"\\ , ,ff . rl \\ ELEVATION l' Min. Recommended BARRIER FOR PAVED DITCH ;,., N ~ I Optional Post positio~ Principle Post Position .. (Canted 20. Toward Flow) II Filter Fabric (In ~I I , Conformance With 'iihk: n Sec. 9S5 FOOT Spec.) > II Filter Fabric .11 · ,. II '.1 II ~i1t Flow ~c-~L= - .- -=-=u= ~ --IJ SECTION POJlt (Options: 2. x 4. ci 21 Min. Dia. Wood; Ste';f, 1.33 Lbs/Ft. MI~.) 14 ~ ~ II :E 0'- - 6' Max, Spacing: Bole barriers for paved ditches should be spaced In accordance with Chart.]. Sheet 1 of 3. Index No. 102 '- c o :i ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ELEVATION II"" ~ Woven Filter Fabric In Absence Of / Established Gross (Approx. 12' x 12'). Secure Edges By Entrenching And ". I Extend Under Bogs and Boles. Fabric Sholl Meet The Requirements Of .... Section 9S5 Of The Standard ... SpecIfications. Cost Of Fabric To Be Included In The Contract Unit Price For Baled Hay Or Strow. TN. TYPE NNN SILT FENCE Note: Silt Fence to be paid for under the contract unit price for Stoked Silt Fence (LF). FOR FILL SLOPES BARRIERS Sand Bags-----.... 5' Min~ I -\ ~ .'.'././.1'. ~I. .T. ... ;1 I ~ t 1--- Loose Soli Placed By Shovel And Lightly i:i: ! Compacted Along The Upstream Edge Of Boles, ~ ........ ~::;.r~>:~ r r ' ,~ l.. - " '-- -J,.ol ..-- " -- --- ~.:-- --..... '?; r. III III , I ~ ~! 1 ~Loose Soli Placed By Shovel And LIghtly Compacted Along The Upstream Edge Of Boles, PLAN PLAN ,~, ... \- .. "" ~Flow >-- , 1 -- -. -, Roil - ,... Post ~ ... .- J- -;e. , ~ ~ ......n __. ~ ~, R~m,") ~-" .Il ,~ lIT III ., II, I~' T~l r ,.,..;:. . ~~ ., -1 -- " ~~ ! ... ..... ".. ~ ot r-~ r r," r r, ,.. l' Min, Recommen d ~. .,: - ~ - .;;' "'" . - ~.- - t"'.. ."..._ ~ "'" 1- r- j1 ~""'\ Note: Spacing for Type ........"" Fence to be in accordance with Chart ..... Sheet 1 of 3 and ditch installations at draInage structures Sheet 2 of 3. Anchor Lower Boles With 2 - 2" x 2" X 4' Stokes Per Bole. Anchor Top Boles To Lower Boles With 2 - 2. x 2. x 4' Stokes Per Bole, Anchor Boles With 2 - 2. x 2. x 4' Stokes Per Bole ~o'" ~~... \ -?f' ;-:.:: ,.'fi.~ ~ , ELEVATION ELEVAll ON Type ............ Silt Fence Protection Around Ditch Bottom Inlets. Type ...."".... Silt Fence Application and Spacing: The use of T.WesJ & II bole barriers should be limited to the conditions outlined In Chart I. Sheet 1 of 3, Index No. 102 Type ""........ Silt Fence ~EI ~EI BARRIER FOR UNPAVED DITa-IES Do not deploy in 0 manner that silt fences will oct os 0 dam across permanent flowing watercourses. Silt fences ore to be used at upland locations and turbidity barriers used at permanent bodies of water, - {102\ BALED HAY OR STRAW BARRIERS AND SILT FENCES \. - .-/1 N. T.S. -- SILT FENCE APPUCAll0NS GENERAL NOTES v- C Of Grote ,i ~~ I! ~ ~ I I ~ ~ ~T~T 8 ~ HALF SECTION CAST IRON GRATES ! D lD ! .a u ~ II> 8. I-- ~ - 8. J'-S. Or 4'-0. (Unless ath.rwl.. Shown In Pian.) GENERAL NOTES > ! 1. This inlet is designed for village swales. ditches, or other areas subject to heavy wheel loads, minimum debris and subject to pedestrian and/or bicycle traffic. 2, When alternate .G" grate is specified in plans. the grate is to be hot dipped galvanized after fabrication, 3, Reinforcing - No. 4 bars at 12. ctrs. both ways. Cut or bend bars out of way of pipe to clear pipe 1 1/2.. 4. All exposed edges and corners sholl be tooled to 1/4" radius. 5, Recommended maximum pipe sizes shown are for concrete pipe, 6, For supplementary details see Index No. 201, ?' -11. nr ..'_n. 4'-0. Or :t-ll. 1. These Inlets ore suitable for bic)'Cle and pedestrian areas and ore to be used in ditches, medians and other areas subject to infrequent traffic loadings but ore not to be placed in areas subject to any heavy wheel loads. - e :5 2. Inlets subject to minimal debris should be constructed without slots, Where debris is a problem inlets should be constructed with slots. Slotted inlets located within roadway clear zones and in areas accessible to pedestrians sholl have traversable slots, The troversable slot modification is not adoptable to inlet Type H. Slots may be constructed at either or both ends os shown on plans, 2'-4. 3, Steel grates ore to be used on 011 inlets where bicycle traffic is anticipated. Steel grates ore to be used on 011 inlets with traversable slots. Either cost iron or steel grates may be used on inlets without slots where bicycle traffic is not anticipated. Either cost iron or steel grates may be used on 011 inlets with non-traversable slots, Subject to the selection described above, when Alternate G grate is specified in the plans. either the steel grote, hot dipped galvanized after fabrication. or the cost iron grate may be used. unless the plans stipulate the particular type. . III .z: n11" ~ ~. " ~~ ~. I ....j ~ T 1-= - ...L ~ 'b;,....-- ~ 'b I ~T ~ I it) -L ~I it) ~ 81 . 2 4. .- 4 )4 - _ .!~ 1f~ ~--=r~.~ ~1;" INLET WllH STRUCTURE BOTTOM S'-O. (Unl... Oth_l.e Shown In Plane) ~~ 4'-30 O. to O. J" II. II. II. 1/ r /3/111~ Bar 1/4..1 112.. ~. --............ V (4 Requlred)..............f'-o... _ !._Llet "/"/"-1/"/ ,',..'1' "I, L ~. 3 · 5/1S.............. I' , / " /1"--/ " / " ;, ,I, /, 7 ~(" ,,~p' '''1''/''/'';',1, ~~.:t~ , ,,17'. "1/";' ,I, /, / " .F ~ 0;; ~ " / ')(. // .I /I" / " / " ;, /, "I, ~ I i ~ II ,//, ^//, / " / " ;, "I, 1/ rltlO ... 1\ ~ / "" R' /"""" 1 " / " /, ; f'\ ~ Intermediate Bore 7 . j V Main Bore SlEEL GRA lE 4. Recommended maximum pipe sizes shown ore for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. Nom A1t. B Structure Bottom Only. S.. Ind.. No. 200 (For Pip_ JO. Dia. And Larg.r) 5. All exposed corners and edges of concrete ore to be chamfered 6. Pavement to be used on Inlets without slots and inlets with non-traversable slots only when called for in the plans; but required on all traversable slot Inlets. Cost to be included in contract unit price for Inlets, Quantities shown ore for Information only. Ref.- To Index No, 231 For Weld O.tola And Section. 7, Traversable slots constructed in existing inlets sholl be paid for os inlets partial, and sholl include the cost for slot openings, pavIng and any required replacement grates. TYPE C Approx, Weight 235 Lbs, CAST IRON GRATE ~ ~. ~ c"if.J' t) - g f a c -' o..OIIl ~ N Vl III +Il'l ~~ .. .. 4'-3. 6'-4. S, Sodding to be used on 011 Inlets not located In paved areas and paid for under contract unit price for Sodding SY, 4'-4. SO 8. I _Inllt E1ewtlon A. Sh_n / v On Plane ./" V-Steel Grating, See Detol____ ~N / V r-........... , ~////. y~l i I ~ -2. 2.- ~ It Eye Bolt ~ I Se. Inde. 201 A. 8. 2'-11. Ilnl.t.......... 41-3- TWO REQUIREO PER INLET 50 Steel Grate Main Bore So., /4. Intermedlote Bore 1 1/2..1/4. R.tlculine Bore 1 1/4.~/16" Steel Grote: Manufactured By Borden, Florida Steel, U,s. Foundry Irvlnllo Reliance, Greulich (Or Equal), 9, For supplementary details see Detoll No. 201. 10, When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or equal. ! I ......... II ~ It, I L ~r---.-5/1S' ~-~ / / 'L: ~ II) I" ~ \ I--- TYPE C Straight Bars 2"ri Reticuline Bars 1t x d" Bands11"xt Apprax, Weight 100 Lbs. 4'-3. 'T '" 2'-1 1/2. I 2'-1 1/2. A-i . ill "11-/ t'- ..... .... ~ AO 4'-0. I A" STEEL GRATE Ii 2 b I in I i · ~!-~ ~ I c: o.d ~~~ ~ .2 g~~ 1!~ A~j - f----- II 3'-1" CJ .~ I- B" .... ..=-.!!! c ~ o - .... o m Ql ... :J .... o :J ... 8" U; I--=-m I 2'-0" B --' B rL in I- 8" -=..... 8" ~ B. --=-- - - . ~ I it) S. ~ . 1IO · ,3'-4" 5f 5# ~ 14 2'-0. _I ~ ~ r Grat;J 0 J.. ~ h 2. CI. 1..... Eye Bolt '1' ~ See Index 201 r ~ I~ + --.. ",::'i 1'--.#4 Bars C 12" Ctrs. 4'-J. O. to 0, ~ [) 3'-4. - - 2. Clear 2. Clear 'I ~ - . ~ ---"- . IlO "':: Ia...- . " I . . . '10 III X Gl 0 ._ :E l:i. >~ .2r- 10 I ':or 2r -Ie 2'-0. Recom..ded Mo.lmum Pipe SIze: 2'-11" Wall - 24. SIze 4'-0' Wall - 36. Sizl SECTION AA SECTION 8B 1------ 3'-6" 8" ~t PLAN 8" -=----- 6'-0" Unless Otherwise Shown On Plans 5. 5. 5. 50 3" ..1::.. ?/16'"V ___ L'_Clet / t-..II 8" -===- 8" -=-.. Unless OtherwiSE Shown On Plans ..; < SEcnON TYPEC A.J Bar 1/4"" 1/2". 5................ (5 Required) ~ NOTE: Alt, B Structure Bottom Only. See Detail No. 200 Recommended Maximum Pipe SIze: 2'-0. Wall-1S. Pipe 3'-1. Wall-24" Pipe IN / " / " / " /, / OPTIONAL BAR SPACING / PLAN STRUCTURE BOTTOM FOR INLETS TYPE C ~F.D.O. T. G)F.D.O.T. TYPE V INLET (ROADWAY) TYPE C INLET (YARD INLETS) Fpr ~urb, gutter. curb and gutter and traffic separators provide f - i contraction joints at 10' centers (max.). Contraction joInts adjacent to concrete pavement on tangents and flot curves ore to match the pavement joints. with intermediate joints not to exceed 10' centers. Slope To Fit _ Driveway,\ I~ 12" . -I ..cavement . . t~ 8" ~ Base /~j; . ~ 6" STABILIZED SUBGRADE Compacted Subgrade ~ 300R \RIBBON CURB \.. - .IN. T.S. - 16' 10' MEDIAN IYPE A. MOUNTABLE ~ MEDIAN CURB \~\ 2% SLOPE ~ ~ -KY~jY. '1~ t-- ~~ v-jij.!<<~ ~):;:l)' 6"x12" RIBBON \ CURB _ \ ~/)y'/ I~/ ~ /~~~~"'ij~A l' /~~~~/L 12" (TYP) ~ I-- ---11--12" (TYP) 24' 1" TYPE S-1 ASPH CONC OR\ BRICK PAVERS WHERE SHOWN - 1] ~~~~~~~ , J~~jjl;;iI/..", 6- THICK STABILIZED SUBGRADE (TYP) FBV 50 6" SOIL CEMENT BASE 3000 PSI (TYP) 12" SUB BASE COMPACTED TO 95% MAX. DENSITY (TYP.) ...... ~ NOTE: WHERE ROADWAY CONSTRUCTION TAKES PLACE WITHIN FDOT ROW, THE FOLLOWING CRITERIA SHALL BE USED: ASPHALT: 2" TYPE S-1 SOIL CEMENT BASE: 8-1/2- SUB BASE: 12" ill ~TYPICAL ENTRANCE ROADWAY SECllON \::-J N. T.S. 16' VARIES (48' MAX.) MEDIAN VARIES 8' 8' IYPE A- MOUNTABLE ~ MEDIAN CURB \~ 2" I 2" ~/,W~ . 1-1~~ ~<<~ "-7)-;,'1//..,1 6"x12- RIBBON \ CURB _ \ ):;:f/);!/I:::<<., /~~-;:Si>Sl~}(/l Ilo.. /'/it//!!I.:::!/...':!!r) I -..1,0;-' ;r ,">/ /L. 12" (TYP) ~ I-- --\ 1--12" (TYP) '\ 16' 1" TYPE S-1 ASPH CONC ORi\ BRICK PAVERS WHERE SHOWN ..... ~ - .l] ~%~~~~) "- .Y.~~jjt;;t;/.."' 6. THICK STABILIZED SUBGRADE (TYP) FBV 50 6" SOIL CEMENT BASE 3000 PSI (TYP) 12. SUB BASE COMPACTED TO 95% MAX, DENSITY (TYP ,) -STREET A" CENTER LINE VERTICAL ALIGNMENT IS DEFINED AT THIS POINT 8. >.--- ~ TYPICAL GATE ROADWAY SECTION \::-IN. T.S. 15' 12' UTILITY EASEMENT 12.x6" RIBBON~ CURB ~~~ ~<<<~~I)Y. 2% SLOPE /%~~,*~4%%~~~i ~~/i$-/;';:fl' /" /!$!:i;jlPI>Y/'~fL I 12" ~TYP) J ~ ~ ~ 12" (TYP) " 12' 15' UTI L1TY EASEMENT 1. TYPE S-1 ASPH CONC (TYP)\ ~~ /~~,,~~~ "~ ~~~~~%%~€~~ ~ X\\'\(<\~~'\%> \ .\ \ '<\:/.(\/("\/"Av '" 6" THICK STABILIZED SUBGRADE (TYP) FBV 50 6" SOIL CEMENT BASE 3000 PSI (TYP) 12" SUB BASE COMPACTED TO 95% MAX, DENSITY (TYP.) aTYPICAL 24' ROADWAY SECllON - N. T.S. ~P.V,C, SCREW TYPE CAP : :'f= 4;~. 1'('6" CONCRETE ENCASEMENT /... '~,. -- . .. . . .' · A' .' 6" CONCRETE ~- -~': ~: '~.:' : :., .~. "' ..' ,!>.4 _ . . ENCASEMENT .', ~ FINISHED GRADE ~ FINISHED GRADE ~ P,V,C, SCREW TYPE CAP .J:= N ... " .,~6. <f, CONCRETE ENCASEMENT A.. .. ' .... <fl. : ..: . 4 . :. ."~... '. .," .. : ( o 6" CONCRETE ENCASEMENT .. Ill. 4.: :- . .. - .' . . : . ,,;~ _'..~ ~> 4 ' - " - . , G:) CLEANOUT DETAIL N. T.S. .'d. · ~ '. ..- . ... .. . 4 ... .. .. II ..4 . .. .. 4 ' MADDEN engineering. inc. CIVIL ENGINEERS 431 E, Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 <( 0 W lY 0 ---l > lL. ~ a: - ~ ::> 0 c z en 0 0:::: b 0 II' lJ... a: ::> W ~ Z (f) (? z " lY Z D... (f) 8 lY <{ W ~ Z ~ ~ lL. 0 >- ~ () 0 :z: 0 - 0 0 """ <( N I' 0 ~ N D::: I"') 0 ~ -l 0 ---l Ul I.L. Lt) l.1.. w vi N l.1.. ~ <:l I z z (0 0 w (i > a... to (/) < Ul I ,.... W Ul ~ " ~ < 0 v 0 -l Z '-' c.:> 0 I ~ ~ 0 < X 0 I- W -l ~ Lt) < Z ~ CXl w :z: ,.,., ---l W () 0 ('oJ C:l <...-:> N " ...... " CD ("') :#: I') N " " o o o I III W ci z z o F <( N a: o i!= ::::l <( I.L. o ~.o l.1.J D... Z W ~ l==l ~ ~ w (? lY <( I U Z lY w W Z C) Z W ::.:>> C) :z ~ (,I) W .-J (k: ~ I U ~ <( () i:i:: F 0:: W () ~ :z LLJ ::::E ~ U ~ (f) U 0:: Z LLJ 0 a. (f) 0 LLJ 5 VI w :> LLJ lY 0:: N .g W co ~ ~ <( co 0 0 ..-- N I") v LO CD " CX) en 0 ..-- ..-- ..-- JOB # DATE: SCALE: DESIGNED BY: DRA WN BY: APPROVED BY: DT-3 SHEET 14 OF 19 R/W Line ~ I- Driveway Width ( W ) ( See Sheet 1 ) rA Driveway Width ( W ) ( See Sheet 1 ) rA -I __ _ 1/8" Open Joints At 10' Ctrs. / 5th Joint At 1/2" rB /R/W Line 1/8" Open Joints At 10' Ctrs, ~_5th Joint At 1/2" Ul ClJ 1: d > .~ ~ R/'W Line ~/ ~Back Of Sidewalk 9---..... I ~ 1/2' Joint (Joint Ol'lltted 'When / R/'W 2' Back of Sidewalk.) 1/2" JOin~ ""- ~ Back Of Sidewalk ~ ( Pain t Of Warp / I At Bock Edge )? { 6" concrete: < Driveway And Sidewalk Ul ClJ 1: d > 1/2" Join+- r-.... I 1 /2" Joln~ I " " // 7{60 Con".l. Drive.O_]~V I I And Sidewalk Utility St~iP I I [,;-5' Or Less I I / / ( Ln c: a - .ex I- d ~ L CLI - ...s d CLI L L:J ~ ~ 'l 'l 'l 'l III I I I ~ I L-L.--.J ~ ~ , , '~ \ , \ , I Utll1ty Strip /~ IT VGree:;pter Than 5' ~ ~ ~ ~ /~~ 'b / /. .- '" '" I --J "--"' Front Of Sidewalk ~~pOint Of Warp ~" At Front Edge iJ> ~"" ~,' ~...'" L I I 6' concre~ Drlv...y '''" ~ / I ...---- 1/2" Joint I LA LB See PLANS For TypIcal Information I~ 3' .I~ .1 LA 7' R/W LINE MORE THAN 2' BACK OF SIDEWALK PLAN R/W LINE MORE THAN 2' BACK OF SIDEWALK PLAN PLAN WITHOUT SIDEWALK Distance Between Connections 'D', See Sketch IIlustratina Definitions and General Note No.3 -'" 4" Conc, Swk. v Drlv~way Width ( W)) I See Sheet 1 4" Con~ Swk. v Side Street R/w '- 3' Curio Transition Frol'l Full to Zero Height at End of All Curio and Gutter Construction Except 'Where Connecting Existing Curb &. Gutter, 4" ~Conc. Swk. v 1/8" Open Joint At 1 0' Ctrs, With Intermediat1\ Dummy Joint 5' / \ (Varies ) 3' Min. Driyeway Width ( II! ) I See Sheet 1 ) I I i-- Bock Of Sidewal~ rA \ 7 Bock Of Sidewalk Full Height Curia Length Varies: 2' Mln, Beyond L11'llts of Curb Cut Ral'lps - See Index No, 304, 3' Min, Back of' Sidewalk In Alasence of Curia Cut Ral'lps. As Required for Connecting To ExlstlAg Curia, /1/2" Joint ~ I.... 4' Cone. Swk'1r- , \ / rB /",1/2" Joint V , 1/2. Join~ ~ \ / Utll1ty Strip V G~ole, 1'4'" /? I=--.J I 3' I .J~"O;-I "'- 6" .concreteL I~~arp ~ I~ Driveway ~ _~ And Sidewalk ~ ~,~ Flore Point) ~ 1/2. Joi~ I ~~'''' ~ 1 \ , Warp '\, \' ~ \\ \ \. II II [,-,Utility Strip) / I I 5' Or Less I I / I 6. Concrete Driveway \ And Sidewalk ~ 1/2" Joint I f an Point V Sldestreet Edge of Po.veMent Extension Line (Future Edge of Pavel'lent 'Where Avallalale In an Adopted Five-Year Transportation Plan.> L.-- - - Radius Point La LA 3' 6' 7' 4' 7' No Drop Curb Allowed Within These Limits Except As Required For Curb Cut Romps Shown On Index~04. 6' 4' Varies ( To Suit Distance Between Connections 'D' ) But Not Less Than 6' - v ~ Corner Clearance ( C ). See General Note No,3 v I I Drop Curb ( Width Varies ) Drop Curb ( Width Varies ) /') v I f R/W LINE AT OR 2' BACK OF SIDEWALK PLAN R/W LINE AT OR 2' BACK OF SIDEWALK PLAN Footnotes: All 1/2' .JoInts sho.lI be constructed with preforMed .JoInt fl ter. lIE 1/8' open Joints plClced Clt equal (20' Mo.X.) IntervClls far driveways over 20' wide. Joints In Cl.Irb and gutter to I'la tch joints in driveways. ".--- Top of Curio / Back of Sldew~ Front of Sidewalk I (Point of \lClrp At Front Edge. (See 9 Above) .. , 9 Driveways shClll be of Cl uniforM width frol'l the point of warp to the right of wo.y line. l>. \lhen connecting to sldestreet curb and gutter sections, the no drop curb liMits should extend bClck to the side street rCldlus paint, \11th or without curb Clnd gutter, no driveway should encroach on the corner radius, ~ Point of 'Warp at Back Edge / (See 9 Alaove) """ ~ ~ Front of' Sidewalk 6' Curb Transltt6n Exaggera teol Vertical Scale Back of SloIewlrlk...... ~ToP of Curia '\ ~/ 1.- "'~ Gutt;,../ ~A Gutte-p/ URBAN FLARED TURNOUT NOTES 3' Curb Tro.nslt n Exaggero. ted Vertlcl1l Scale 1. Drlvelay 6' concretE! pClveMent Clnd drop curb shClll I'll!et the MaterlClI Clnd construction requlrel'lents of Sections 522 and 520, respectively of the F.D,D.T. Sto.ndo.rd Speclfico.tlons, The drlvewClY foundo.tion shall Meet the requireMent of Sub article 522-4. PROFILE PROFILE 6' Conc. Driveway Extendeol 2' 'When R/'W 2' Back of Sldewl1 k 6' Cone. Driveway Extendeol 2' 'When R/'W 2' Back of Sldewa k ~ 2. For detCllls of' drop curb o.nd curb cut rClMps, refer to Index Nos. 300 and 304, rspectlvely. Sidewalk-5' or as Utility Strip Shown on Plo.m Varies (Greater Than ') . Slope Varlesl .Slope Vo.rlesl (0,02 Norl'la 0.04 Norl'lal 0.01 Min. 0.02 Min. 0,04 Max. 0.08 Max. Sldewalk-5' or as Shown on Plans Utility Strip Varies (Greater Tho.n 5') .Slope Varlesl 0.04 Norl'lal 0.02 Mln, 0.08 Max, . Slopes CCln be Cldjusted within the ro.nges shown to IMprove ties to CldjClcent property and Clre to be transltloned to Clvold distortion In sidewalk continuity, 3. "'here turnouts Clre constructed Ilthln existing curb Clnd gutter, the existing curb o.nd gutter shCll1 be reMoved either to the neClrest Joint beyond the flClre point or to the extent thCl t no reMaining section Is less thCln 5 feet longj Clnd drop curb constructed In accordClnce Notes Nos. 1 and 2. E."...' . .... . . · Slope Vl1rlesl 0.02 Norl'la\ 0.01 Mln, 0,04 Max. . " 1/2' Joint 4. Cost for preforMed Joint filler sho.ll be Included In the cost for the concrete pavel'lent (concrete sidewalk, 6' thick). ~ ~ .. -'. .. . -. ~ .: ~.~ ~.~ ....! ~ "..: . ~ :: .: '". .... .. .- . ". ~:,: ". .~:- ,,;,; - ~ ~"-:, :~,'.~, :.~:~~ ~. .-:: ~ ,- . -1. __ "..Ao... . ,..:" ~- - ~_.~, -:- _, _ _ ~ 1/2' Joint . .... ." ... . . .".. : . .'1., -II' 4 ..~": ," .._...-.~~ :".:. Slope Frol'l Gutte Front of Sidewalk 6' Concrete Driveway anol Slolewalk ~ Drop Curia 6. DepClrtMent I"IQlntenenc:e of paveMent shall extend aut to the right of way or 2 feet laack of sidewall<, whichever distance Is less. ... . .... "0' .. ._ . "... .. -,.1 .". ......1 5, For turnouts with radial returns, see the requlrel'll!nts under the 'Sul'lMClry of Geol'letrlc RequireMents', the' GenerClI Nates', the details of 'Rural Turnout Construction' and the detail of 'LIMits of Clenrlng Clnd Grubbing, Stnblllzntion o.nd Base Clt Intersections', Slope Frol'l Gutte Front of' Sidewalk 6' Concrete Driveway and Sidewalk ~ Drop Curia SECTION B8 7. The MClintCllno.nce Clnol operation of highwo.y lighting, trClfflc slgnnls, nssodnted equipMent, and ather necesso.ry devices shClll be the responsibility of a pulallc agency, SECTION AA WHEN DISTANCE BETWEEN CURB & SIDEWALK IS GREATER THAN 5' WHEN DISTANCE BETWEEN CURB & SIDEWALK IS 5' OR LESS B. All paveMent l'Iarklngs on the State hlghwClYS, Including ClccelerCltlon and decelerCltlan lo.ne MClrklngs, Clnd signing InstCllled for the operation of the State hlghwClY shall be I'lalntalned by the Departl'lent, 9. All signing and I'larklng Insto.lled for the operCltlon of the connection (such as stop bClrs o.nd stop signs far the connection) shall lae the responsllolllty of the perl'littee. ~UR8AN FLARED TURNOUT & - N.T.So 1/8' Open Joints (l t 10' Ctrs, 5th Joint o.t 1/2'. ~ ~ ~ ~ ~ V '\'\ \' \ '\, I j .. I, I~ NOTES: A. SAND-SILT SOIL (COHESION LESS SOIL WITH 30' INTERNAL FRICTION ANGLE, PIPE FRICTION/SOIL FRICTION RA TIO= 0.6, SOIL DENSITY 100 pcF). B. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). C, 150 PSI DESIGN PRESSURE, FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35%, D. 3 FOOT MINIMUM COVER ON THE PIPE. E. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS C900 PVC PIPE 7' .I~ 3' .1 FITTING TEE (BRANCH) PLUG 22.50 BEND (HOR. & UP 450 BEND HOR. & UP) 900 BEND HOR, & UP) 450 BEND DOWN 900 BEND DOWN 6"x4" REDUCER 8"x4" REDUCER 8 x6 REDUCER 10"x6-" REDUCER 1 0"x8" REDUCER 12 x6 REDUCER 12"'x8-.r REDUCER 12 x10 REDUCER 4" 15 51 4 9 21 21 51 6" 34 71 6 12 29 30 71 37 FITTING TEE (BRANCH) PLUG 22.50 BEND (HOR. & UP) 450 BEND HOR. & UP) 900 BEND HOR, & UP) 450 BEND DOWN) 900 BEND DOWN) 8 x6 REDUCER 10"x6" REDUCER 1 0"x8" REDUCER 12"x6" REDUCER 12"x8" REDUCC:R 12"x10" REDUCER 14"x10" REDUCER 14"x12" REDUCER 16"x10" REDUCER 16"x12" REDUCER 16"x14" REDUCER 6" 26 54 5 11 26 22 54 8" 41 70 7 14 33 29 70 29 1 0" 55 85 8 17 40 35 85 12" 69 100 9 19 47 41 100 52 29 72 53 29 8" 53 92 7 16 50 38 92 10" 71 111 9 19 45 46 111 MADDEN engineering. inc. CIVIL ENGINEERS 431 E, Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 12" 90 130 10 22 52 54 130 ~ ~ C z o l) ~ ~ Z o o w > ([ ::> o en ... ([ W Z " <( ~ <! o 0::: o .....J l1.. 67 39 14" 83 114 11 22 53 47 114 54 29 cr o LL en '-' Z 0::: (L en 0::: w I- Z 5; l1.. o >- I- o 69 38 96 70 38 o Z 0 o ov <t: N r::: o ~ ~ gs ~ ~ 0 ....J Lt) lL. lL. o (/) w ~ o I X W I- Z W U I- Z W .....J o wuiN :Je" I zZ'- wo:::lD >a..1D <(Ul I lJ}W~ <(1-0 ....lZv e" 0 '-" ::>~ 0<( 01- ....l Lt)<( ex> n ('oJ c::; (;."J N I' ...... I' CD (") :#= I") N ,... ,... o o o I []J w ci z z C F <l " a: c :I !:: ;;; IJ. C IJ. I- .. C. L; F a lJ t e:;~ lLj (L Z W t=l t=l <[ :::E w '-' 0::: 4: I o Z ~::~~ C:) "7" ~,.." :::E (/) W -.J ~ <[ I U 16" 96 128 12 25 59 53 128 0::: W W Z C) Z w (/) I- Z w ::::!! ::::!! 0 U I- 0 CI L LL a::: '" w ( a- t CI w Ul [ :> w ( a::: C'l ~ l CI ~ ~ . Lt'l l CI ..- N I"') ~ L{) (0 I' CO 0'> 0 ..- ..- ..- 76 54 29 NOTES: A. SAND-SILT SOIL (COHESIONLESS SOIL WITH 30' INTERNAL FRICTION ANGLE. PIPE FRICTION/SOIL FRICTION RA TlO= 0.75. SOIL DENSITY 100 PCF). B. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). C. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35%. D. 3 FOOT MINIMUM COVER ON THE PIPE. E, ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS DUCTILE IRON PIPE JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DT-4 SHEET 15 OF 19 2" ...'..,.......,...........,.,.... ........, 30" (MIN,) '::~~.:,' .Y'12':' OVERLA'pl: :'~ .~ ":~~, ;:.::, :,;~: \(. ".. '". ..: - .:: . ~ .- "..- ....... -0"' . .:. . .... . .." ":.... ..". '.. . . ...."oc- .- ": ...-.... ...... :-. ".' : ." - ~.."..., -.. . ".' . '." . 0" ";. . . '". -._. 0- ...... '.... . .:_ _::: .#.., '-0:" ". .:- . ".". . .".. ~:' : - . ."- ..' '. '"0 . :._. ..... ... . :". ".. -:. ... ."-..' .".. ". .". ;.~. .....~:..:..~..~: :.~.~. ~",:..:'-: ~~'.': ~~ . - _:..0- _ ._ _ .:_ . _ '". ....... ~...;:..~:.:::....:.-\... .:.:: .....: :'" '- ,,< 6" .' 6" ~: .: ,-..':.". 4 4 2 4 4 2 NOTE: RAMPS RUNS SHALL HAVE A TACTILE SURFACE, a HANDICAP STRIPING DETAIL - N.T.S. ASPHALTIC CONCRETE UNDERDRAIN CENTERLINE I PROPOSED GRADE NATURAL SOIL SUBGRADE (NOT MORE THAN 7% PASSING THE U.S. NO. 200 SIEVE) SOIL- EMENT B SE ....-...-. - ...... -..... NATURAL SOIL SUBGRADE (NOT MORE THAN 7% PASSING THE U.S. NO. 200 SIEVE) -..................... . ........... .... -....... .................... -.. FOOT 902.4 FILTER SAND ..... -..... .,. -.... -... ..... -.... -....... -.... FILTER SAND SHALL BE ENTIRELY WRAPPED WITH MIRAFI 140N OR APPROVED EQUAL :'>:~ ':~~~,~:,..~.~ER~~~k ~ ~., '.. .::.- .' ..... .: . : _....~.. -. :: :.... ':.:. .' .":- ...... '.. . ...-. ..... .., .... . . .'. .... .... "=. . .:- .::: .'." ...:. '. .:- .' ..' .~. .' . .... . ......Ii. ..... .-. '. ::" 30" 18":,>: > >:';<,: : FILTER SAND SHALL BE ENTIRELY WRAPPED WITH MIRAFI 140N OR APPROVED EQUAL FDOT 902.4 FILTER SAND 6" DIA. fULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK 6" DIA. FULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK 1. :: ',." " . '.~ ':'_~~.> INVERT ELEVATION* INVERT EL. * .'. :'1. . ;-. :,:\' >- ':~,:.' ~:;;.,':.:::.;:'.,<. ':. .: .... '. :.. . .~ ~. .;. :. .. . . .... '0" '-. :...... 1-- ...1 18" - ....... :'..:.~ ".: .,.~ .-''-.t_ -:.:..~ .... ... . > ~:.;'::',,:-~: 6.~:':> ..~::.'.-~.,: . .. - .. - ':. . --.-. . "e. ....... ".; "e.. \-4 ...1 18" NOTE * UNDERDRAIN INVERT SHALL BE PLACED 42 INCHES BELOW TOP OF PAVEMENT AT CENTERLINE TYPICAL CROSS-SECTION PAVEMENT UNDERDRAIN TYPICAL CROSS-SECTION YARD CUT-OFF UNDERDRAIN NOT TO SCALE u.. u.. o >- ::J () I o ::J Con.ultlng Engln..... In In. Eorln Science., Geotechnology. Hydrogeology and Conslruetlon Ioiol.rlol. T.otlng e YARD CUT-OFF UNDERDRAIN N. T.S. NOT TO SCALE PAVEMENT UNDERDRAIN REVIEW PROPOSED WAGNER'S CURVE TOWNHOMES CITY OF WINTER SPRINGS, FLORIDA DRAWN : SCALE : JOB NO. : CJC NOTED 01 -153.46 APPROVED : DATE : PLATE: OJY 05/31 /02 3 PAVE~ENT UNDERDRAIN REVIEW PROPOSED WAGNER'S CURVE TOWNHOMES CITY OF WINTER SPRINGS, FLORIDA DRAWN : SCALE : JOB NO. : CJC NOTED 01-153.46 APPROVED: DATE : PLATE: DJY 05/31/02 1 ~ o N "" I o ::J I -' () Con.ulllng Engin..... In Ihl Earln Sollno.., GIollohnology, Hydrog.ology and Con.lrucllan Ioiotorlals Tostlng 6PAVEMENT UNDERDRAIN N.T.S. ~ o .J 00( 0:: F2 00( z w -' <( s: Ul I o ::J ~" 1 8" 1 ~"R NOTE: (HANDICAP SIGN ONLY) ... V ::::::.... .. :::::::j _....::::::::::::::::::::: I':':.:':':':.:':':.:.:':':.:.:':':.:.:':':.:.:.:':':i ....................._.._.. I.:.:':':':':':.:':':':.:':':':.:':':':.:':':':.:':':~ r:::: ::::: :::: :::::: ::::::: :::: :::::::::::::::::::::l [.:':':.:.:':.:.:':':.:-:':':.:.:':':.:.:':':.:.:.:'] f::::::::::::::::::::::::::::::::::::::::::::::::::j j-:':':':':':':':':':.:':-:':.:.:':-:.:':':':.:':':':i V:::::::::::::::::::::::::::::::::::::::::::::::::~ r:::::::::::::::::::::::::::::::::::::::::::::::::::l [.:.:.:.:-:.:.:,:,:.:.:.:,:.:.:,:,:.:.:,~-:,:,:.:.] f::::::::::::::::::::::::::::::::::::::::::::::::::j I':':':':':':-:':':':':.:.:':':':.:':':':.:':':':':':i I::::::::::::::::::::::::::::::::::::::::::::::::::::~ ::::::::: ::::. '::':':-:-:-:':.:':':.l .....-... ........ I..... ""."'] ::: 6"':. ::,6":: I....... .......j ..-.... -...-.. ........ ...... L-~..:.:::.:. PARKING BY DISABLED PERMIT ONLY ~ r- VAN ACCESSIBLE I 7 1/2" 1_ 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. MADDEN engineering, inc, CIVIL ENGINEERS 4. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED, 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 5. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7' FROM PAVEMENT TO BOTTOM OF SIGN), <{ 0 W 0::: 0 -l 6: lJ.... ~ - ~ :J 0 0 Z CI) 0 0:::: b 0 ... LL ([ :::) W ~ Z (/) C) z " 0::: Z (L (/) 0 0::: <C w 0 I- Z 3: ~ lJ.... 0 >- I- U r ~NOTE: PAINT SYMBOL BELOW ONTO PAVED SURFACE W/2 COATS OF TRAFFIC BLUE PAINT, MANUF, PER FLA. DEPT. OF TRANSPORTATION SPECS. eHANDICAP PARKING DETAILS SWALE INVERT ELEV, (VARIES) D::: UJ > """' O~ u:::> u...~ o~ - ~ 0'-' N I- Z W -l U o :z: 0 o ov <i. N r::: o ~ ~ 0::: o :::>...J 0 ~ (/) La.. 10 LL wviN LL :::> CI I zz~ o ~ oc :g (J') <( l7i .l- w (/)w" """" .... f- 0 ..c. ~zv o ClO'-' I :::> ~ 0<( X 0 ~ W 10<( I- co :z: t<) w o BACKFILL WITH CLEAN BUILDER'S SAND " co I" f" ....... f" I" ~ co c C"') <"-.I # e g w (~ 0.. W Z W 1=1 >~ ~ c') <[ ;z: ~ :E (/) W -.J 0::: <[ I U w C) 0::: <( I U Z 6" DIA, FULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK 0::: W W Z C) Z W PAVEMENT UNDERDRAIN REVIEW PROPOSED WAGNER'S CURVE TOWNHOMES CITY OF WINTER SPRINGS, FLORIDA DRAWN : SCALE : JOB NO, : CJC NOTED 01-153,46 APPROVED : DATE: PLATE: DJY 05/31/02 2 .- N I"') '<t l{) (0 i" 0Cl O'l 0 .- .- .- * NOTE: UNDERDRAIN INVERT SHALL BE PLACED A MINIMUM OF 36 INCHES BELOW THE GROUND SURFACE AND PROVIDE POSITIVE SLOPE TO THE OUTFALL TYPICAL CROSS-SECTION CONVEYANCE SWALE UNDERDRAIN 6 ;~~VEYANCE SWALE UNDERDRAIN NOT TO SCALE ENClNE:!II\IC SCI!MCtS. INC. Con.ulling Engln.... In tho Earth Scl.noll, c.ol.chnology, Hydrag.ology and ConslrucUon Moterrals Te.tlng JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: DT-5 SHEET 16 OF 19 "DOWNSTREAM" LOT LINE x z < - ::IE ::IE ~~~9 6"X ~' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE AS REQUIRED EO cl-- "y" BRANCH WITH~PUR 30. CURVE W h 1))---"- ..... z ::I AS REQUIRED AS REQUIRED TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL -r<\-- r ~ PRECAST '. V MANHOLE INVERT DIP I , ~,:.., .. " ....' ..' ..,. . .. It .. ~ .., 'I" .. 'I, .. .... . _, .. " .... r . . ~ <( 0 W D:::: - 0 ~ ...J > u.. a: c ~ :> () z - a: en a.. n:: CJ) 0 ~ LL a: a: ~ W Z (f) 0 i z 0 D:::: Q.. (f) U. D:::: 0 <( W f- Z 3: ~ ~ u.. 0 >- 0 f- () IIADDEN NOTES: ,. ARTERIAL ROADWAYS- USF RING AND COVER SERIES 170-BJ. HEAVY DUTY LOAD RATING. COVER WEIGHT 2171, TOTAL WEIGHT 3721. 2. RESIDENTIAL ROADWAYS- USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER WEIGHT 1501, TOTAL WEIGHT 3051. engineering, inc, t~ 'lDI ") 1:F ( ) "y" F1TTI~G -- 30- BEND \h- ~h ) J-) ~ p CIVIL ENGINEERS SANITARY,,- SEWER 6" CLEANOUT AT R/W LINE (TYP.) 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 SEWER MAIN ~ 1--_ SIZE VARIES - LOT LINE ~ RAISED 1 1/2" LETTERS FLUSH WITH TOP OF COVER LABELED SANITARY OR STORM AS APPLICABLE PLAN bU EDGE OF PAVEMENT SEWER MAIN~ SIZE VARIES ::::::::1----- I'" 23 3/4. "'I_c 1/4" ~ I MANHOLE COVER TYPE BJ FORCEMAIN CONNECTION PLAN .- (I-- e- Clean Out Is to 13' MIN. be placed at t GROUND LEVEL ground level after TV Inspection &: acceptance by thel~~ utility department. (L-~ NOTE: SERVICE CONNECTION DETAILS SHOWN IS F'OR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE MANHOLE WALL fCLEANOUTS AT R/W LINE (TYP.) INFLUENT SEWER CONCRETE ENCASEMENT OF VERTICAL PIPE -DROP PIPE 90' BEND 1/4" CLEANOUT AT BUILDIN\ol ..... z ::I EDGE OF ~PAVEMENT n ~ ....... tt: 6" MINIMUM .. CONNECTION I TO ADJOINING PROPERTY SHELF TO BE INTEGRAL WITH PRE -CAST BASE I ~ 23 3/4. dJ1 l%~~ ~ I MANHOLE COVER TYPE J ~ I ==========n-w 0" "'N'"U"~ ROTATE 30- ~ (TYPICAL) · bJ7 SEWER MAIN~ SIZE VARIES PVC OR DIP SEWER MAIN SIZE VARIES ~~ ~ ))) ... STAINLESS STELL PI PE CLAMP 22 1/4. / f ~ 6. ~ I. I ~ 24 1/2. .1 .1 30 1/4. USF 170 MANHOLE RING PRECAST MANHOLE WALL ^ \':-. . . STAINLESS STEEL BOUND"""""" :::. FILL WITH GROUT L ""1' I' MANHOLE INVERT WSSOOl 11-17-97 09-24-98 NOTES: 1. PENETRATION TO EXISTING MANHOLES SHALL BE CORE BORED 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL TYPICAL CONNECTION PROFILE NOTE: SERVICE CONNECTION DETAILS FOR P.V.C. PIPE PROFILE :::~":':::~':: :::'::;, \';'~:.l < ..".,,".... " ".. "...".. , . " " " " ".. .. RESILIENT CONNECTOR CITY OF WINTER SPRINGS TYPICAL SEWER CONNECTION CITY OF WINTER SPRINGS DOUBLE SERVICE SEWER LATERAL CONNECTION W.S. Detail 6-9-00 MANHOLE FRAME & COVER TYPICAL MANHOLE CONNECTIONS WIRE SPLICE BACK OF PAVEMENT RECLAIMED WATER MAIN ~' SINGLE rc SERVICE LINE ~ "'-- 1" CORPORATION STOP cj Z 0 - 0 0.\0 (/) c( Ul A. W Ul~1"'- ~ c( 0 0 --.Jz"<l" e"o""" I :r: :::l~ oc( X 01- W --.J f- LOc( Z I- oa w Z I') ...J W U 0 ~ '4 GAUGE THNN TRACING WIRE / I") N I' ..... ~, II A ..... ..... I' 0 0 CD 0 ~ (") I X N # OJ w , c:> '-,,, (...-:l LL! c:i l~ Z W Q.. OR 1 1/2" z w z 0 CURB STOP F <..? W -< D:::: > c:::::l N <( C) f=l a: I :z <[ 0 ~ :I: U I- ::::l Z ~ -< u. CI') 0 D:::: w W w ...J I- W -< Z D:::: u <[ i:i:: <..? :r: F Z U 0:: W W U METER BOX TO BE SUPPLIED BY CITY I:-.:-~ ~~~:~-1 ~"'~ i'--. COILED TRACING WIRE \ (TYPICAL) ,~Q ]J- ---l , \ ~ ~ ~ '\ ,. THHN SOLID COPPER CITY OF WINTER SPRINGS TRACING WIRE CONNECTION 'T>..y).V l'>: , ~ I ~ // I I I I J / I / / - - TAPE TRACING WIRE GENERAL NOTES: 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS-TRACING WIRE SHALL ALLOW TRACABILlTY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 10 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 12 GAUGE~ C THNN WIRE .. 1\ \ \ \ \ \ \ \ '" ~TAPE ---- '--- R.O.W, OR BACK OF SIDEWALK RIGHT OF WAY PLAN EDGE OF PAVEMENT VJ Z 0 (f) 5 w D:::: W f- <( 0 ~ N I"') '<t L!l (0 I' 00 O'l 0 ~ ~ .- - 2" PVC CASING MAINTAIN l' MIN DEPTH OF COVER 1 1/2" X 1" "y" BRANCH ASSY. /SIDEWALK 1'_0" MIN I LJ ~._,., M:-~~"v $-~ / ~ ......v""....~ .~ 1'~ ... - METER BOX TO BE SUPPLIED BY CITY ,,--- w- BY CONTRACTOR ON ALL RECLAIMED SERVICE LINES 1" RECLAIMED WATER CURB STOP TO BE INSTALLED EDGE OF PAVEMENT , rBACK OF CURB f'; :1 <, ..,1. ~ ,..,_,,':~ "'~ '"1 F'ORD NO. BRW~I-<<~W ," SINGLE SERVICE LINE . Oz 1- ::IE --, ~ .x '~ ~ c---- - ( - -IT -{<V~~<-~- ..... l.o.J 0 ~'" l~-- - - I-{~ ~ /0 h::~- \) U \ Y ~ 0 ~ - - -~. ~- ~- ~ 0 NOTES: 1. METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 2. DOUBLE SERVICE LINES SHALL BE 1 1/2" PURPLE P.E TUBING WITH 1 '/2" X 1" Y BRANCH 3. ALL LINES UNDER PAVEMENT SHALL BE ENCASED IN 2" PVC PIPE JOB # DATE: SCALE: DESIGNED BY: DRA WN BY: APPROVED BY: 1-- CORPORATION STOP~ ~.0.w7 ~ l ? ," CURB STOP FORD COM PRESION BY FEMALE 45. WITH LOCKING WING STAMPED MAr -RECLAIMED WATER" 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- 1FED PVC VALVE BOX AT THE END OF THE RUN, DOUBLE SERVICE DET AIL A (( '\'L. ~~ AWWA C901-B8 PE 3408 POLYETHYLENE TUBING I" RECLAIMED WATER CURB STOP TO BE INSTALLED BY CONTRACTOR ON ALL RECLAIMED SERVICE LINES PROFILE NOTES: 1. METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS _ NCI. _.1-_ - ..~~- ~: .. B-II. - ," ~~ ...c. ~_ I:=H: _"'..'1" - "'.CQJ- - 0 "'"---- A~A C901-88 PE 3~08 POLYETHYLENE TUBING 12-15-98 WSRW01A 05-22-95 CITY OF WINTER SPRINGS RECLAIMED WATER SERVICE CONNECTION OPPOSITE SIDE OF MAIN CD-1 CITY OF WINTER SPRINGS RECLAIMED WATER SINGLE SERVICE CONNECTION CITY OF WINTER SPRINGS REUSE CURB STOP SHEET 17 OF 19 2" DOUBLE CHECK VAL VE ASSY, \ 2" W'ATER METER ~ L"'r L"'r 11 1r .~ ~ II II rT lfTI rT 1LJ:UL = ~ 2" GAL VANIZED 12" MINIMUM PIPE r- 6" STANDARD HYDRANT / WITH 5 1/4" OPENING ~o~~~n~/ CAP CHAINS I- BREAKABLE rnnnr x BARREL COUPLING ~ ONE PUMPER OUTLET NOZZEL 8 OR FLANGE~I~~ ON STREET SIDE ~ ~ FINISHED ~PROVIDE CONCRETE COLLAR ~ ~ GRADE IN PAVED AND UNPAVED AREAS I 'it, .... K 1S"X1S"X4" CONCRETE t COLLAR WITH #4 REBAR ~INISHED GRADE I, I ~ _~. '.1- '.' . ., -... -. ~ '" . , r--T 2" 90' ELBOW ( f\ I /""11 = r;1 o ~ooooooo uooooo )c 000 000 00 0 ggoooggogggoggo< 6" OF GRAVEL OR = ~ '1 ~ 0 -" 0 ~ ",- CRUSHED ROCK BEDDING II' . - - - - - -.. -. - -- - - - -.. - - - - --- . - - - - - - - - - - - -- - - - - -. - - - - _.- h ~ m '- 2" 90. ELBOW ~ liT 01' L..r m UJ' 'W' 2" CORP, STOPS \~ o ~l..l NOTE: b ALL PIPE AND FITTINGS MUST BE SCHEDULE SO P.V.C. WSW005 12-15-93 CITY OF WINTER SPRINGS BLOWOFF VALVE rc Straight U Branch a: Curb Stop assembly with 7 1/2" spacing Ford Catalog No. U4S-43 ..IIIl IT n u 'U \(r 2 1/2" HOSE NOZZLES ~ y 1" Brass corporation '-stop Curb stop with Lr1. n...ID.m meter coupling u locking type Ford Catalog No. B13-332W b-- Tie service to a 2X4 - PLAN Edge of pavement ~ \ Back of curb Right of way II.!!.!.. Sidewalk ~ "- , ' ('~~~~~~~""Hm'Hm' 'u,",~~~~ ~~~~, -':'.,', J .,',',',',',',',',',',','~ 7.,', ',',',' ,',','.-,',' ,',', ',',' ,',', ','.' ,'.. ,.,','...',',',', "- ~ 'J I\.. 2" CORP, STOPS -r o ...Lt:::..J.. ~ - CITY OF WINTER SPRINGS TEMPORARY BYPASS .:....:..:., ~ ~ I:;':::: I CAST IRON BOX 3'-0" MIN COVER 6" MECHANICAL JOINT GATE VALVE ~ DRAIN VALVE SHALL BE PLUGGED -.............. < - Brass corporation stop ~ ~rvrce line Blue 1" ASTM 02737 PE340S Tubing ~L r( ~ ~d>-Y 45. rax PROFILE NOTES: VIII \ III (] = / \1 "l.U" LLOCKING 6" HYDRANP ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE.-J I ~ w NOTES: 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALlON AMERICAN DARLING B84B, OR THE MUELLER A-423. 1. Meter and meter box furnished by the city of Winter Springs 2. Service lines crossing under pavement shall be encased In 2" PVC pipe 3. For single service use 1" tubing with a 1" pack joint by 3/4" meter coupling Ford catalog No. B43-342W 2. THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE CITY OF WINTER SPRINGS Potable Water Service Line 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS RevIled 8-28-18 FIRE HYDRANT ASSEMBLY 2,5" - 4" PIPE DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE., ~7\ , ;,%,/,/;' /.////,?7//,_%:%~'/_'%'/,/,-~, /,/,_'%,/,-/;%~'/_~'//~' /, /y/ h;/"%:'%'/'%'l."'/;%~* ~ ,0~ .~ POTABLE WATER MAIN POTABLE WATER MAIN ~ , //;%'/'/;%'/'/;%'%'/'-%'%'/'/;~' h/'_~' /;'%'%'/'%'l."'/'-%'l."'/;%'l."'/'%'l."'/'%'l."'/'-%~ 'QAJ 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 MADDEN engineering, inc, CIVIL ENGINEERS 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIP~ ..67,7\ / NIYft I13!YM 31B'f'!Od NIY.. ID!YM 31l1'f'!Od NIWI 1D1YM 31B'f'l~ '" @ ,%%,/,/;%,/,/,%:,/,/,%:,%,/,%,%,/,%,%,/,%'%'/,%'l."'/,%'l."'/,%'l."'/,%'l."'/'-%'%' /'/'_Y;' /, ~0 : \ //:/~ , POTABLE WAlER IlAJN POTABU: WATER MAIN POTABLE WAlER IlAJN /;%/ ,'/, "'<.U.u ~ <( 0 W 0::: - 0 m ---l > lL. 0: c ~ :J 0 z - a: CI) 0.. 0:::: CJ) 0 ~ LL 0: a: ~ W Z (/) C> ~ Z " 0::: D... (/) LL 0::: 0 ~ W I- Z 3: ~ ~ LL 0 >- 0 I- 0 &00 ~~ ~ 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES or THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ~ ~ NI'f''' mYM 31l1'f'lOd NIYII 1D1YM 31BYlOd \\."' /" "/" / " NIWI mYM 31l1'f'lOd ~ '~ / ~~ :%'~ ~ \' , , a , f/1 POTABLE WAlER IlAJN POTABLE WATER MAIN POTABLE WATER IlAIN POTABLE WATER MAIN POTAILE WATER lIAIN 18'" .. ~ minimum POTABLE WAlER IlAJN .' ..' '.... . .." .00. ..' . .'.". '. ". ..' ..' .... ._.. .,. . 0" .... ._' ...' ,.0..... .... ...~." 0' 0' ........ . .., .' .'..,. .., ..0......0'.....0'.... o' 00.. ." 0"... ,',' .',.' [L........ ~!lY$~l1~~120~t~i~;lgitI~~}1?11B~1~~~stft~;~~~i1~(f%1rifl~t' CAUTION BUIRED WATER LINE BELOW CAUTION BUIRED WATER LINE BELOW I .~_::~,__"'';'....-,,",-'l't":::'''.1I''''''''V' llt. :.::a..c--~.....- '" "I....v~T'...s.."- ,..........J'I:..-,-,;>o,;.:............-..y '\. "".......,.~-- - ......~"._...%"'_~-......_........:A._J,....-.-.,p- ~~1ili~~~~l~1~~~;~il~~~~~~~~~f~~w ~i :>.. "",-,--" -." . .~.-,~', _ . ..: -- i.-#-'16 ABOVE PIPE ','" ~__--~', ~ ,,-' ,;.,l...~.-' s .' -- "'.;-: -~-, -- ' /; 1~~!~11!r~~jt~I!f.jli!;.~~~~l t~..:>-'l "" '>~.~"" "', " '_ ,,:,.<_",', ,. > ...._,..-.'''. ~:"h ~#,_,_.", ~ ,,,,_,__~ " "- ~.~ _"-_..',..., ,~.~ ,,~~, ~~~ "l._.~..___.._... 1:--...JF>..-... .';. :,,-. ......_*"':.. .___0 to': ........."..... "" ...-.~......-...~; .0. .oor'"';"_-....".. ":l5JZ:!".;. ::..... .....::; ." ...._.....". "- ........... ...,.. _" .. "l -. ........ .. .....-"--. ........ ... 1lo .... .;;.:r. ........... .. -.. .... ..... () Q NOTE; Standard Non-Detectable Warning Tape Water Line Tape Is 3" Wide and Blue With Black Lettering Sewer Line Tape is 3" Wide and Green With Black Lettering Force Main Tape Is 3" Wide and Brown Wlth Black Lettering W.S. DETAIL 6-9-00 BY DT CITY OF WINTER SPRINGS DOUBLE CHECK VALVE ASSEMBLY PIPE IDENTIFICATION AND WARNING TAPE o Z 0 o O~ <( N" Cl I=! ~ 0::: o ::>..J 0 --l Ul lL. LO LL.. w ui N LL.. ::> ~ I zZ'- o w(i::\O >0..\0 (/) <Ul I W Ul w r::- """'" -- I- 0 ~ ::i z ~ o ~ 0 '-"" :r: ::>::E 0< X Cl ~ w LO< I- IX) Z I") w o I- Z W ---l U ~~u~~~~uu~~ ~ - ~~~~~~~~~ .~. ~~~~~ ~~~~~~~~~ J ~~~~~~~ ~~~~~~~ ~~[~ir]~~ [~IjJr ( ~~r~~J~~ ) ~~ WATEll ~~ ~~ ~~ - ~~~~~~~~~ \ ~~2:(2:(2:(2:(2:( 2:(2:(2:(2:(2:(2:(~ ~~2:(~~~2:(2:(~ 2:(2:(~2:(2:( 2:(2:(2:(2:(~ ~~~~~~2:(2:(~ ~ 2:( - RECLAIMED WATER SEWER POTABLE WATER I L~ I L~ L, L~ , , , TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED I") N I' ,.. ...... ,.. I' 0 \ 0 CD 0 ('oJ (") I 0 :#: CD L'J W N d "(.0 L1.! z D... ~I z w 0 :;>> F C> . C) < 0::: N <( :z ~ ~ :r: <[ 0 0 ::E ~ ::l Z ::E < - u. V? 0 0::: w W w ..J I- W < Z ~ CJ <:[ [i: C> :r: F Z U 0: W W CJ TYPICAL VALVE BOX COVER DETAILS [SET TOP OF VALVE BOX TO FINISHED GRADE EXTENSION STEM WITH 1 r _ I... 3" CLEAR 2" S,O. WRENCH NUT ~~4""":,[r-- :to AND UPPER GUIDE..-........... . T~~ ~ 1S"x18"x4" CONCRETE ~~~~IR:'D D~~~H MORE "'" COLLAR WITH 14 REBAR ~ ADJUSTABLE VALVE BOX (CAST IRON) MECHANICAL JOINT GATE VALVE (/) Z 0 (f) 5 w 0::: W I- <( 0 ..- N I"') ~ If) CD I' CXJ 0) 0 .- ..- .- z ~ BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) & A 1 ----i~~~ " r ll~ I co .., ~ ~ TYPICAL VALVE AND VALVE BOX DETAIL WSWOOl 12-07-93 JOB # DATE: SCALE: DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF WINTER SPRINGS VALVE. VALVE BOX AND COVER CD-2 SHEET 18 OF 19 4" PVC FORCE MAIN y CONTROL PANEL WITH SCADA SYSTEN BYPASS PUMP CONNECTION NETER AND DISCONNECT o LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT, PUNP POWER CABLES TO BE IN SEPARATE CONDUIT \ SEALED PULL BOX 4" PVC WATER MAIN ~ ALUNINU~ ACCESS HATCH W/LOCKSET AND RECESSED HANDLE HOSE BIBB WITH APPROVED BACKFLOW PREVENTER '" EXISTING GRADE SEE LIFT STATION VALVE PIT a: BYPASS DETAIL 4" 0,1, VENT WITH ZURN VENT CAP ALUNINUN ACCESS HATCH W/LOCKSET AND RECESSED HANDLE VALVE VAULT " , I .. I 8" : HEAVY DUTY StAINLESS , I STEEL . LIFTING I CHAIN ~ . ~OWER ABLE . LIFT . I .. , , , , ,~' DUCTILE IRON . ~ . . \ ALL NJ JOINTS NUST BE RESTRAINED 2-14 BARS GALVANIZED IRON 3" fLOOR PRECAST CONCRETE fLOOR DRAIN JOSAN 38353-92, WITH 6" X 6" WWN SLOPE OUTLET PIPE 1/2" PER rOOT SCALE 1 "=1 0' 2" DIA. 5CH 40 STAINLESS STEEL Pump GuIde Ralls . ELEV. 20.42 I . I I ~. I I . E4EV. 21.92 . . I . I I ~. I I I I . I I" I I I ELEV. 21.92 AUDIBLE ALARN a: ALARN LIGHT LAG PU~P ON . , a: ALAR~ LIGHT z . .. LEAD PUNP ON 0 !!: w ...J ~ . (.) " , ::3 Q . .. , , . "' INI}UENT PIPE (8 MIN. OIA.) ELEV. 21.42 NINI~UN 2' j LEV . z lIQ- :2 ELEV. 17.42 . 1'-6" $ ELEV. 15.92 ~ . , t-( -< 4 . . N~ -:2 16-12" O.C.E.W. 3/4 X 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE Precast Manufacturer to Provide Additional Concrete in Slab AS Required to Compensate for Bouyancy of Wet Well. Apply Coal Tar Epoxy to Interior of Wet Well W.S. DETAIL 6-9-00 DT LIFT STATION DETAILS PUMPS SHALL BE: MANUFACTURER: __~'=-~!______; MODEL: ---~.!~~71r--; IMP: __~~3____; DIA: 2~~~~__; MM, SPEED: ___lI~~__ RPM; DISCHARGE SIZE: ___1.____ IN.; VOLTAGE: --"?~Q----; HZ.: ___~Q.___; PHASE: ____~_____; H.P.: ___!i______; MIN, SOLID SIZE: _____~___ IN.; CURVE: ~~::.i~~_=_Q.Q._=_~~...9__, NOM'B ~-v 39.73' ~ro f),ro' ro~O VALVE PIT 6' DIAMETER WET WELL (\J ~ VI CD CONCRETE DRIVEWAY 9JCl '1;)0. I~ l 10' ~\ REDUCED PRESSURE BACK FLOW PREVENTER 3/4" WATER I SERVICE \ I \ I \ STATION SITE PLAN 120V DRI CCI F'1 CR4 7 2 9 ~~ I ~7' ~ 12 H-D-A ~: + CR4 10 ASI -.l CR5 DPDT TI19 TB20 5 AMP HIGH TI12 -.!'L~ R / "- 13 CR4 14 4PDT PL1 A TI13 IFF' TB14 2 CR1 7 DPDT '~~' PROVIDE A 4" CA~ LOCK at CAP MADDEN A engineering, inc. CIVIL ENGINEERS 431 E. Horatio Avenue Su ite 260 Maitland, Florida 32751 (407) 629-8330 CONCRETE BOX WITH SOLID ALUhotlNUhot COVER .IYElCAL VALVE PIT BY-PASS PUMP CONNECTION TOP VIEW <! 0 W !Y: 0 -.J > LL ~ ([ - ::> ~ 0 C Z 0::: CI) 0 0 ~ LL ([ ~ w ti z (f) ~ z ti: " !Y: Q.. (f) - !Y: ..J <( W I- Z ~ ~ LL 0 >- I- () EXISTING GRADE BY-PASS PUMP CONNECTION SIDE VIEW "A" NOTES: 1. 1 c!c 2 ARE CHECK VALVES 2. 3, 4, at 5 ARE PLUG VALVES 3, VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" X 18" X 4" REBAR 4. hotJ JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR hotEG A LUG RESTRAINTS WSLS02 03-20-95 CITY OF WINTER SPRINGS LIFT STATION VALVE PIT AND BY-PASS f~Sl WIRING DETAILS IN DRAWING I- Z W ---l () () Z 0 o ov <( N r::: o ~ ~ 0::: o :J -l 0 ---l Vl lL. L() l.L.. w en N l.L.. :J" I zz~ o wc::lO >a...lO V> <Vl I w Vl w r:::- ""'" -- I- 0 .::::. :J Z v o "0'-' I ::J~ 0< X 0 ~ W Lt'l < I- IX) Z n W () I') N l"- f'. ..... f'. I"- 0 0 l~ CD 0 (") I ~ m w l.J..j 0 z 6~ 0... z W Z 0 ~' W F !Y: '>' <( ~ N <( 0 ~ ~ :r: :z <[ 0 I U ~ I- ::J Z ~ <( - U- ti) 0 0:: w w w ---l I- W <( Z (k: (.) <[ G: C> :r: F z U Q: W W U TB TB TB TB TB TB TB TB TB TB TB TB TB TB B TB TB TB TB TB ~~~~~~~~~WU~13~~~V~~~ P P P P P H 0 P P S U U U U H I F U U I M M M M A G F M M L P P P P S H P P E # E F N # # It F L It It C 1 1 2 2 M L 0 1 2 E 0 0 A R A R A N A T S S A U U U U I T T T L N T N T T A A A 0 0 0 R R R R T T M H 0 R N (f) Z 0 (f) 5 w !Y: w I- <! 0 ..- N I") v L() CD I"- m m 0 ..- ..- ..- TO SCADA TERMINAL BLOCKS NOTE #1 PUMP CONTROL PANEL MUST PROVIDE 10 AMP BREAKERC120VAC), NEUTRAL, AND GROUND FOR SCADA PANEL NOTE #2 PUMP CONTROL PANEL MUST LEAVE 21" X 21" SPACE FOR SCADA PANEL TO MOUNT NOTE #3 RELAYS NUMBERS ~ERE GENERATED ~ITH THE FOLLO~ING RELAYS: DPDT RELAY IS AAL 3PDT RELAY IS AAE, 4PDT RELAY IS OMRON JOB # 21121 DATE: 04/01/02 SCALE: NTS DESIGNED BY: KSB DRA WN BY: PWR APPROVED BY: CMM NO, REVISION DATE APPROVED B II!:\. CURRY CONTROLS COMPANY ~ LAKELAND, FLORIDA DATE DRA....N BY EN~EER SCALE 6/22/01 P,E,N, t-'.E,N. NONE TITLE - DESCRIPTIDN NEW LIFT STATION WIRING SCHEMATIC SCADA READY PUMP CONTROL PANEL PROJECT DRA....ING NUMBER CITY OF WINTER SPRINGS, FLoR rrJ~~-6182-PHELPS LS-1 SHEET 19 OF 19