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SUB87-2
SUB87-2 3051 HOMESTEAD CT HOMESTEAD OAKS SUBDIVISION E? TO: Cyndie Goudeau, City Clerk FROM:. John D. Richter, Development Code Admi trator COPIES: See Below 1? r3?) 3 SUBJECT: Certification of Revised Preliminary Plat for;Homestead-Oaks (Sub 87-2) DATE: June 24, 1987 The Development Review Committee at its meeting of June 11 1987, approved the above described preliminary plat subject to the following conditions: 1. Adjustments to be made to the net acreage calculations in order to properly ca culate the required open space and recreation fees. (Net acreage has been adjusted) 2. That the final plat be recorded within six months from date of certification of the preliminary plat. 3. That the prior conditions of approval by the Development Review Committee for the plat be carried forward on revised plat. NOTE; Previous DRC conditions are as follows: 1. That if it is necessary to preserve the 53" oak located at the front of lot 5., that consideration be given to shifting Homestead Oaks Drive and any change be coordinated through Public Works Traffic Engineering Forestry Inspection and Planning and Urban Development. Departments have reviewed and approved) 2. That the conservation and landscape easement areas shown on the preliminary plat must be adjusted to,be part of the adjacent platted lots. (Have been adjusted) 3. That the wall location and the wall height be subject to separate review in the permitting processes. 4. It should be noted that the minimum building setbacks from all rights-of-way is 30'. 5. That a 15' drainage and utility easement be located along the south property line behind lots 29-37. (Approved by Public Works) 6. That lots 23-29 should be more equally drawn in order to more equally divide the maintenance of the retention pond area. (Approved by Public Works) 7. That a 10' utility easement be provided between lots 13 & 14 and between lots 35 & 36,. (Approved by Utilities Dept.) 8. That open space and recreation land fees be paid prior to recording of the final plat. 9. That the final plat be recorded within six months from date of certification of the preliminary plat. Please certify the attached plans subject to the conditions listed above and distribute. JDR/RCW/jf List And Onufer, Building (1) Bill Baker, Public Works (1) Ream Wilson, Parks and Recreation (1) Cecil Henderson, Utilities (2) Keith Crawford, Traffic Engineering (1) Nicholas Lewis Fire Marshal (1) T.aa 1a Ha .,vim ey ?A1_annin Ray Wyland, Zonin (1 Cyndie Goudeau Cg ity Clerk (1) Applicant/Deveioper (2) - William D. Johnson Instrument Transformers, Inc. P.O. BOX 7180 Clearwater, F1 33518 CITY OF CLEARWATER Interdepartment Correspondence Sheet 11 ECEIVED JUN 29 19a 1 CI'T'Y CLERK I DEC-27-1990 10:41 FROM\ CITY OF C:LEARWATER n December 83, 1990 TO PUBLIC WORKS P.04 Z -7 CEPTIFIED MAIL NO z P 139-868-' t 3. MrA Michael Wright, Assistant City Manager CITY OF CLE'ARWATFR Past Office Box 4°749 Clearwater, Florida 34618-4748 Regarding:- Homestead Oaks Subdivision Drainage problem 3051 Homestead Court, Lot 10 Clearwater, Florida 34619-1<S24 Subject Matter: Request for Appointment: with You Derr Mr. Wright I called your office today to reque-*t an appointment ter meet with you concerning the above problem. In as much as both you and your secretary were not in l was told that a message would be left and that I would receive a Cal, l from your secretary probably on Wednesday, December 26, 11-790. Time is of the Essence. Despite the fact that we were clearly told that we would be given the opportunity to ;'i.ew a comprehension plan and that we had the right of appeal, no,. have been advised that work is scheduled to begin on Ja=., ,, y 7, 1991, Ifi in fact, the information sent to us is the City of Clearwater's position, then the issue of discrimination, violation of ordinance, code,) environmental rights, loss of property value, personal damages and negligence on the part of the City of Clearwater must be addressed. By letter hereof, we notify the City of Clearwater that we r°-equest a full and complete hearing on the above referenced Matter-. We further- request that you contact Donaldson Homes, Inc, and advise them that work cannot commence in the easement on Lot 10 as previously granted. DEC-27-1990 10:41 FROM CITY OF CLEARWATER Mr. Wright December 23, 1990 page 2 of 2 TO PUBLIC WORKS P.05 Please be advised that we have NOT GIVEN OUR PERMISSION for anyone to enter our property because there is NO AGREEMENT IN PLACE. Trespass on our property by anyone may result in criminal prosecution. We sincerely hope that your Schedule will allow for us to meet with you, as quickly as possible, in the hopes that we may be able to resolve the matter with out a hearing. Ver truly yours, Erlinde L. Ciaramello S051 Homestead Court Clearwater, Florida 3461V-16a4 Phone: 782-5448 ENCLOSURE: COPY of letter to Mr. Katz TOTAL P.05 DEC-27-1990 10:40 FROr1 CITY OF CLEARWATER December 22, 1990 Mr. Scutt S. Katz SUTLER, BURNETTE & PAPPAS Bayport Plaza- Suite 1100 62200 Courtney Campbell Causeway Tampa, Florida 33607-1455 TO PUBLIC WORKS P.02 CERTIFIED MAIL NO: P 139-268-080 Re: Your File Number: 1547°-901122 (Hinoiosa) Subject Metter t Your Letter dated December 21 7 1990 Drainage Problems - Proposed Plan Hear Mr. Katz; Please be advised that as far as the owners of Lot 10 are concerned, there is no agreement. From inception, which was prior to your appearance in this matter, we stated that a comprehensive plan (Lots 1 thru 12) mast be submitted with appropriate supporting technical documentation for all owners to review. We were told that the report that was being prepared by ANCL©TE ENGINEERING would be all inclusive. It was not. What was submitted on December 20, 1990 was only a partial grading plan. It did not contain: 1. Supporting technical information and documentation; 2. Proposals for implementation. 3. Warranties for all phases of the plan; 4. Written agreement from Donaldson and written financial commitment; and 5. Failed to incorporate all a0ove referenced lots. Therefore, a comprehensive plan was not presented. DEC-27-1990 10:40 FROM CIT1' OF CLEARWATER TO PUBLIC WORKS P.03 Mr. Scott Katz December 22, 1990 Your F i l e Number- 1547-?01122 Page 2 of 2 Your letter further states Mr. Maran on behalf of the City of Clearwater stated definitively that the subject drainage easement must he cleared and re-graded." 1. No technical data or plan was submitted that supports that statement; that the full 15 foot wide drainage easement must be cleared and re-graded. 2. The owner of ANCLOTE CNGINEERING, Mr. Marcus Vernon, who presented the partial grading plan, made a statement that if the plan were implemented a5 presented, there would be no -flooding. 3. Mr. Vernon, when asked to give the property owners a letter, warranting his statement, refused. Piecemeal unsupported proposals that only placate one owner are not acceptable to us. Yes, Mr. Katz, it would certainly be nice to be able to say that this matter has now been reiolved, as you stated in your letter, and it would please the owners of Lot 10 more than anyone, but, the fact clearly remains, NO work will be done to Lot 10 until eve have a signed agreement. Very tru y rs, 41 amestead Gaurt Clearwater, Florida 34619-1624 cca Mr. Simon Ager, Agent for Donaldson Homes- Builder/Developer Ms. Katherine Ventura, Agent for Owners of Lot 9 Mr. Bob Maran> Agent for the City of Clearwater Mr. and Mrs. James L. Kirkhuff, Owners of Lot 11 co: Mr. Michael Wright, Assistant City Manager, City of Clearwater n DEc_-27-1994 10:40 FROM CITY OF C:LEARWATER TO FAX MESSAGE City 0 Clearwater, PUBLIC WORKS P.01 Fl0rida FaX No. (813) 462 -- 6 720 TO: LOCATION: FAX NO CCPIPi NTS NUMBER OF PAGES THIS MESSAGE (INCLUDING THIS PACE) ??:. n . • ` ~ C~ ..a,... ! ~ ~ ~ ~ tttttle elHllOrflfl v~ , LEGAL DESCRIPTIO SITE DATA TYPICAL SECTION f`P'` •••t 'G xr G QTE Bain a ortlon of these osrtaln ro erti®a doacrioed in O.R. 285® on ZONING RS-4 d P P P ~n ® •t••*, ® « E1. - pogo .248 end O.R. 2868 on page 351 In the Pub1iL Reoorda of Pinollaa ` fI88 ` CROAOwAY®Rfee k,ve ; ® . « 1N TOTAL SITE AREA IB.36 ACRES Caunky, Flarido and lying ulthln Section 4e Tosrnahip 29 South, Range 1. ALL SANITARY LINES ARE ~ DIA" UNLESS OTHERWISE NOTED. 16 seat, and being mare particularly described as foliose; 4 Iso'•o suPansopl tso-a wAnns~oH! ~ ~ . ^ a NET AREA MINUS R/W 14.87 ACRES ae~t uo-o"wlroms(oa1 Ilo.a susomsrowi ~ ~~j 2, ALL WATER MAINS ARE 6'° DIA. UNLESS OTHERWISE NOTED. c4mm®nce at the Nartheaat ~arnar of the sa~,thueat 1!4 of the Narthcaeat SINGLE FAMILY (90'x135" MIN. LOT} .r4 of Saotion 4, Tounahip 29 South, Range i6 East: thence C'9 BfICB I NOTEx BAEX M CURB TO AtW 1 " 7+ 500.04'30'°W, along the Eaat line of the Southv®st 1/4 of the Northveat 3. EASEMENTS REQUIRED FOR ANY PUBLIC OtJNED UTILITIES OR SERVICES UNITS 3!4 of said saatian 4 teams else b®1ng the basis of bearings), far rest To ~ oRASSfa .ao pEACxo 1 ' r~ ° y'`~' ` \VI a QA 3' QF fOa NE%T 40 F16 « C"}o ' CUl104. SOa PEACCMENA TQ w ~P.` fCt$ ~ 1 TAAE PLACC 5 w0acW0 WTS ? ""•r , ••rA PROPOSED IN CONNECTION WITH THE DEVELOPMENT TO BE PROVIDED 672.32 feet; thanes N89"41'58"°w, along the South line of the North 1!2 1~1 ~ AOE REFEWS AFTER fb1('JIINO THlT AAEA. P®bp® ~~~}~5'®~$a, NET DENSITY 2.56 DU/ACRE of the Soutteaaeat 1!4 of the Northereat 1!4 of said Section 4, also UPON DETERMINATION OF FINAL DESIGN' GROSS N TY being the easterly extension of tho North line of the Plat of FOREST lEAO 3'-6" S'-8" bP6 5'-5 TO TH15 POWs t P7"' ,`,"t et e P l6t+f{Ntl F1tF1. YXp(N. t4 Y•t1AJt. -1 SR" PARABfkiG 2%MN N7. MAX. 02F7/fL DE SI 2.07 OUfAGRE WOOD ESTATES FIRST ADDITION as recorded in Plat Baok 70 on a s ?8 BUILDING TABULATION P g , 4. WATER AND SANITARY SEtJER SYSTEMS SHALL BE OWNED AND MAIN- far 139.79 f®®t to the POINT OF BEGINNING; theme continua GRASS AREA N89.41"58"'W, along said 21nea far 117A.98 feet; thence N00'04°48°'E, ETl~tA F"CORC.S16EdvAt% 4°CONC f(~WAI% ®°f SLaPE l8a01 pEAfl YAEOLHFT CURB YCAL~6+EY CtAB I4T aTHEAS! ,f~ ~n~• Tb YECT 7O MEET TATNED BY THE CITY OF CLEARWATERm TYPE TOTAL No. PER BUILDING slang a 31ne 20.0o feet Eaat of and parallel to the west line of the the FFftrrH® 8~~2 TYPE PC°t ASPHALTIC CONCRETE EXIS7W0 f %ISTIpO OR W HO p'~)` Southueat 1!4 of tho Northuaat 1!4 of said Section 4, for 669.87 {eek: 5, MINIMUM BUILDING SETBACKS FROM ALL RIGHT OF WAYS ARE TO 3-~ BDRM. ~e 2,7aa sF thence s+z9.4s•22°°E, along the Narth line of th® Sauthweat 1!4 of the 38t: 6 BASE~COURSC (PRWEO{ $467. T 1071 t}t® A"fU00ASC (70FB.Y{ (48%TIAOI', BE ~Q FEET. Northarest 1/4 of acid Section 4, for 1207.00 feet; thence, along khe SETBACKS propoaod ueaterly right-of-sray line of Hcttullen Booth Road the follouing tuo t2) courses: (13 thenc® southerly slang the arc of a trhte LANE STREET _ 60° E! 60' R/W B-3 A-4•RI ry 6 ® UNDERDRAIN LOCATION TO BE DETERMINED BY SOILS LAB DURING FRONT 3a" carve ~ancav® to the peat and having n radius of 11,359.16 feet. n d °~r'{" FINAL DESIGN. SIDE 1a° central angle of 02.26'39'°, an arc length of 484.29 feet and a chord bearing S02.48°24°'W, for 484.25 foot to the point of tangency: C21 ®ra O 50 100 (I v REAR za' thenoa S04.O1"41'°W, far 188.73 feet ko the POINT OF BEGINNING, and c~~ acfd 7 , ALL UTILITIES SHALL BE UNDERGROUND. w cantaln~.,g 10.36 scree, aar® ar leas. FROM PUBLIC RfW 3a ° SCALE FEET 8. ALL WATER VALVES TO BE OUT OF ROADWAY. ~ NORTH EAST CHURCH r~ ~ OF CHRIST Cork, ~~LASN NC, SPLASH PAD~X.~ND. ROBERT McMULLEN 1974McMULLEN ®OOTH RD. N WICINITY MAP D.G.McMULLEN 2044 McMULLEN 600TH RD. CLW. FL. tS? P.O.60X 91 CLW. FL. C~NCRE°T CLW. FL. CQNCF~~~'E WEiR t~.. ~ ~ ~ ~ ~ ~ ~ ~n~ w+o bf d ° C~R~1 9 t j Pr ~ ~ N ~ ~t~ p t~9 ~ t g w. ° ZONED AE ~ o d'd' N ~ to w:~ Gf ~ ~ a ~F ~C. 4-~.~-ICn ZONED AE DRAINA EA~Er~ r~T ^ N tb OD ~ E N ! ~ r pM ~ ZONED AE ~ ~x. ~~~,~.r P~I~, V E/.. JUP63C31Ct1anQl Sa ~i9 4~ 4? 4c:~ 44 4~ LII 4Q 3$ ST ~`letto,nd Area 3l a ACS t 45 ~}3 39 ~ A~ t 42 43 ~q. A~ a~ 4 4~ ~ ~ Q (.1 ~ TaWwwrlr t l:: 4/CGOQVI E LOCATION~~~~"' , fi EX.Ground S $9 D 2 E;x. >;3arbed wire Fence , „ " } CAMP SOU h... 6 p{z,~ f~;,~„ 12®7.® O~aa" 14 ~ SAFETYA&'°~ I®° h~fl 0 013° I~~?I ^~-~-~«f.av»Fi t ian_... ~s 6 r (C • L ~HSR6QR± t I nor ~o ~a~ ~ s° h 4° I~ , oPTIOIVA E cE aE~r~ a . ~ EL. - ~ Q~.. l {S,s If p, ^ S" rts° ~4-'. i KroMM~.'t f®~~tB V p 0.nc P pq o~~ x.- ~ TT 04 , \ • \ ®Co" 07" ~ I~4°J 14" ~V" ®~"Q ~9. ~4" Ser~A A5~ p~--~ 6 ! ~~t5n~ ° ~ 0 TO ~ als" s° ~ ~ o~..fn«it~p `a p 2 _ P 4.. i 04" 0 s" Os„ (}z4 Oq" ~ r ~ s wru"cf' SB8« «M 0 ~ ~ 011' ~ Os" 0 p ~ ~a !a7 w 4 r. ~ I ~ ~ Os" " II al ate" (~(1° I ~s ~,~8 ~ $ ~ 8 ~ ~ ~ "~C?` 13lJIL.[~fN f 7"~ SET ~>~cx ~ ~ uNctyP Lt~J slti fi ~ ~ pp4°,~ z~'o~ °d ~ tP O e° REM IN ~ R EST'OI ®q. alp" ~ ®.,~f~~pa-'~~5 s (a° ~ ~c~ awn w(« ° ~M a f~,°~~, :M INO~ ~ ' Ut pe" ~ '"bo+,~,n'*~~ ,~~f ~ ~ 'E.; E•:a,~ . ~ a 2 2 6 2O 19 I~ o 23 r~ 17 ~ N ~ ? 5• apB„ 3.1 14' 3.~ 15 14 ~ ~ ~T~~ f~ 4 ~ aq® FN~+ ~ ~ 'Q d Cpb1 PI,..IJ~a ~C7 BUIL.~I Ct r°" QP3;fo" ~ u° T ` o o , _P ~ L BE P~MEN ~ _ a .s" {L 0 .3 . 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'4~• ~ti9 fL° 1Qr ' t.0 G ~ !e T~ pwe4tt G ~PenSS COTUOt ' EIL ' ° 5 gyp'" Fy~P ~ + psct CUtF TO BAT OIVO c b0 C p NE AM A I N Sid fS4` ~ 9`5` ~s°~ g+~" ~c T Ica° - ~ Co` 9+7 Qe G8` ~ 4„ S;tr Ql(.DWDF" & nEf4WATIR 's ~e.~' ,w' s° to° Qa aid, ~~u° ( a,4" al 0 N o~~ ,x~ a' ti cX1 1~" ®t4° 4a lo' a (HP z a._.._.___ t~" ~ Igo f azz IT" ~Q' alp $sA af4° ~t LEGEND r l_~T rip pi ; ~ U p iz" 4°s° " z„ 9" b~Z~~ ~ PICAL SERV{CE e s' Os° o^ ~ PROPOSED ' all„ . a X ~ G" d 12"~ Cn" .r ~ i J :(1 L4CA'T~?ON5 PAR b ® arT ~ ~ Q .a CI`T`Y QF= 4aes"~3, ® a'T a a9" a~ a alp-" a ~ s" DIRECTION OF DRAINf GE FLOW ~ CL.EARWATER ~ , ~ 9 ~ 24 P 2 5 26 r~ 27 ~ 7 I I 12 30` ®s" ® G' STORM SEWER W/INLE°~ ~ _ as„ Q ts" F3UILDfI~ICi a~~" a w ~~Q Q • ~ ~ 0 S 5" al$o, ai4" ~ SETBACK LIPdIE as" FLARED END SECTION N/A dd' W e ~ ~ ~ ~M ~o !3~ ~ Q2S` Q Os„OS" r ~®a.~„ _ ,s" afl„ , SANITARY SEWER W/MANHOLE ~ W DRAINA C EASEMENT 111 Qa I®CtiT L.1 N 4° Q R TY ~Z p . Q5M~" ate" Q~ Q13"° ~ af°7' ~a Qiz" $z" WkTER MAIN W/GV & REDUCER azo " ®6" ~w Q I ~C.'° EX.GROUND ° ~ ~ ~"tz m M I ` '3Q I 1 I~ ~ ~T , ti a ~G, r ~4, 4ea a' 0 ie" ~ ~ I oo' t Ito 9~ 9~° (?5'• Os al~'~Sf 95, ats"Q13" ~ ,y„ ~ ~ a FIRE HYDRANT ASSEMBLY C? ~ ~ GCv° Cat4° i4` t_CM-f" ~ t N ~~j ~ q.: l ~ L.OT t.I N E i3" pair" ~ z." n" Is" °4 s afo" 14" a8" 0~„ 1~„ tt" ~"o„ a a ®(o' a,z" N/A CONTOUR a ado, ®®13'• p~O~;~T,a _ i 3Q a(z° 44 5 44. ~ ~ ~ EDGE of o CO ~ eaP ® aro° (3` ~ TOB N/A PAVEMENT ~ ~~3" I~' U ITY If° age„ a," I~p a~" alp„ A ~ ~ ~:r 2~ Q a nn ~aT SWALE @~° a'"" X23 13° ~ W RCMP. R~W LOT 4:1 ~ 5, o" o o~ 4-4.5 LINE 4~ W.M. ~ t 04" Ix" afz°, Og 0 a,a,L1 fo" i W 44.5 ~ o~~" 0 CJ t ~ 4 3 04 ~pp~®~5~'g'° 6' Os" !~„ate„ ®sw~" af5" " ~5, ® at g" zo ~ ToEi@ k.GRO 5.. ~ PROP ~ 5~, e" 04.0~='f~" ~ a a~•I p4,. az(" ~Qa~„ tia 0® 1 ai2.° _I Q~„ ~ 0¢. LANDSCAPE 4 ~ A~ Cc°' ~1 PAV T x ~ 29" [ae~ at Alt*I~ENANCE Q1" 9" ~ ~.caT Ltt~aE ~NP 4.6. P®NCz ~?Q "~Ca~ 13UILDIN 4c~ 0. ~I ~z~' '~aETBAC IN e ro^ ,i,,l ~ ~ m j! C9 ~ ~ ~ GL _ _ ~ ~ - ;I C?4~~ IfJ` TiI.ITY EASEMENT TYR 4 } PTI A,l. ~E.NC ~ 5' .Z°, ~ 29 m 1 ° °2 1~ s o°, pAK T P. Q~,a ~o, ~p ~ °4("0.0 85 9ra OA ~ 9, ~ 42.E TACK 05'3„ ~ MO~.TYPE T-b INLET q.2.0 •::C;:;: " 14''~ 15 ~ ^:1: ~Q~ I 4.1 (t~P WOSt61MMER OUT~AI.L NP\ e' s , 5 S p- ^g^ p~y p- 6 ~^y ply t~~f p ~ L ~ ~~'t r. ~Ll I ~'S'1C tu.{MI 9 .2 C~1" i'IG' t'IULL~6'^t 1~~®1 [°'t 3:' ~ 1 g' S°°~e, q ~ I~.T~~ ~,...4 . LP x HQT QAK ° C~~) ~ > o ~ (LP) a{¢°, a~s~, P) K~,~J ~f ROAD PNA~~ I L ~tPR~~I~Nt~NT~ 5"~° f, „5.,~ ~.~~-.lay ~ ~ 3" ASPHALT ~"YPIs PC-i ~ J ~ TAE EL C?~" ~.tr.tE C', ~ ~ iVA 15" l®i MERC3CK ~AS~ ; 14` a i ' ~ 4,3 LOT LINE S~' 9Ca IC?C} FHA 1C~0 9C3 CJ I ..o ~e f_ Qom!!„ "~1?' 0 Ou" c~.'".i~ i9" _ ~~f ...__.~1L`~ f u° It" Qia^ ® To 4ROUNT~ Q e+" *cr QOs" ail" Igo a~ fl 'i z f~~ q" \ ~ x i s-F ~ n9 Pa.~`t ~ ~7 I~G I 6 if ~ q {s,! , o rd1 E c~°r° I ra RE D U C ~ R ~ ~ p ~y 1 ° UT1 L h ustcr f N 3~ 3A,J "4" 4~~ 1 °UTILiT1( ~ 0~'° 413® f ~ t'i Q, ~ W M~T. ~ ~ 4R ~o', 3a"', ~c°° ~ E MT.~„~¢. T„ s»~„ al," 5E~'~,ACKt~ ~o` tX? a"z" j ~ f ® ',s"s°° ~ Is" ®~s° at Z„ [is i4" 1~"xC~"TAPPINC,~ SI~SE,V~ ~ VALVE ~ ~ ~ ~ alp°` 0 4 ® s"s. BY: CITY C?~ CL~AP.WA~T°ER ~ ~ ~ • .---MO . TYP T®Or~~ INLET W IMh1 t0 c~ tri f,~~ Ng aT~. ®1°T" Is"° ~ ~ FAL STRIJC.TUFtE ,--Ex.Caround dl ~t} Q ® DRAI E SEME~NT r ~ 4" y"awe Q C~ Q4 5" r+" ~IG°° _ a. 38 ~ ~ 139 ~ 5 R ItJAC4 ~RAI <°'; 5" 0 0 i . (J. 9;9i~"° S~. ENT' efuAn. ,~,4t .5;,5°;(~,.~ 0 oss°!a' ~X.z~°'FM. TREE LEGEN MT. ® ®PTIC~r~AI F~~C s~, oil°f (lll° X + ~-~~O Ilat ~ cn o aAK Cha~ L.~nK enee Ex. It?' Dr4tP5 e ~ Utill I ~ 0 4 d 58 W a 9 9~ e Utild ~d,sS1TlCn+ R. 117a.9~' as a PINE ~ ~ CONN °C W. ~ FOREST WOOD ESTATES W a a~- ~ r ~ fix. ~JF d I ST. ADD JOHN L,HAM R. wz Ex. E R~~~~E r Q a ~ ~ ' G.STANLEY McMULLEN~~ PR~~e~S~D t3 MYRTLE Pl.,"ti1Cs p N p d ~ 3062 PRESTI E DR. vat z ZON DRS-6 E/P z ~ CLW. FL. n E DR. I ~ 3090 S.R. 5 6 I SIDSWALK ~ ASH ` x CLW. FL I g(ry ~^,~y t~^~7j~~. PALM, y oz RvRA ~IvC-rloN ~ o Q~ M~' M LLEN ~~--Ex. 1°L Cta.s t~lne F~ BANA~I,~,f ~ LE u ZONED RS-6 CONNECT To Ex. Rte T~2AP Era~wA~~ E f3C~® C7AD ~ " iO EX. Co (~-i-e, REV.SAN.9WR.:LclTAJo5.,5iTEDaTA;A~D{Lafi~swa,tE PHASE I IMP~M~. TS -P`t ~.1~c~~a'~.lN~.cR,~r,~~FS,AD~ECy~o gu1~.~ 1~! ':~.A: r rti ~ Q. d.. ~...o, ~ ~ ~ ..s ~ ~ E ~ . cn"' W. Nt. ~ C o N t~,i EST T O EX. uF-d_ f _ SANITARY SEWER x SEW~P. x a 4 Z3 1 ADDED 30' BU9LDI1J4 SETBACK MINE 3 -6`3 Aaoed~," ~v aar~ofH®rnEST~AaeauR~, JP'DB EM®vPAPtJOB N0.REVISED a55-oI. DESIGNS NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BOX Nrc ti MhtSTE D 0 A Ko" F.B. N0. • DRAWN / B10"t"Y'D & ' 1"' T w FOR Z 3-IZ-8`i ADDED TRACTS A B PIONEER DEVELOPMENT GROUP, INC, C ckEg + Cl 1neerin and Surve in PRELIMINARY SUBDIVISI®N PLAT i 2-27-87 CHANC;ebTITLE,L>IMEN-.101'lEDLoT~,DIVDATE FEB.I,19 g 5770 ROOSEVELT BOULEVARD PC?NDJ, LABEEED l ANDMARK,App dQ° UT1C1T Y SCALE ° 2165 SUNNYDALE BLVD,SUITE D, CLEARWATER, FLORIDA 33575 (613)446.2600 o.c. CLEARWATER, FLORIDA 33520(813)531-5095 , IDA 33520 (813)531 5095 -4 m N0. DATE REVISION I"= 50' S 0 F i P . . r s . bbl ``Z PeWBP. ifI'Ill lllnulll it Fl'Certified as a true and correct copy- Revised preliminary plat approved by the iew Committee: June 119t41987. Witness my hand and the seal of bile Development Rev r? -- of Clearwater this sixth day of July, 1987. City ..' v?? t? r V7'+` ttt att. / PY IPf A" Deput .• t 'CONDI? to be made to the net acreage calculat?ons'oin;orde?'to properly 1. Adjustments d recreation fees., (N ?,oa?reage has been calculatethe required open space an adjusted) 2. That the final plat be recorded within six months from date of certification of the preliminary plat. 3. That the prior conditions of approval by the Development Review Committee for the plat be carried forward on reviised plat. NOTE: Previous DRC conditions are as follows: 1. That if it is necessary. to preserve the 53" oak located at the front of lot 5; that consideration be given to shifting Homestead Oaks Drive and any change be coordinated through Public Works rf is ts gine e ring, Forestry Inspection and Planning and Urban Development. Depa reviewed and approved) 2. That the conservation and landscape easement areas shown on the preliminary plat must be adjusted to be part of the adjacent platted lots. (Have been adjuste ) 3. That the wall location and the wall height be subject to separate review in the permitting processes. - 4. It'should be noted that the minimum building setbacks from all rights=of-way is 30'. 5. That a 15' drainage and utility easement be located along the south property line hind lots 29-37. (Approved by Public Works) 64,' That lots 23-29 should be more aqwally drawn in order to more equally divide the maintenance of the retention pond area. (Approved by Public Works) 7. That a"10' utility easement be provided between lots 13 & 14 and between lots 35 & ,36. (Approved by Utilities Dept) 8. That open space and recreation land fees be paid prior to recording of the final plat. 9. That the final plat be recorded within six months from date of certification of the preliminary plat.