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PLT01-05-02 (2) PL T 01-05-02 901 HILLCREST HILLCREST SUBDIVISON CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST 29,8 <::::) C\J II ... ... ~ ~ ~ e.... -.j ~ G lr) GRAPHIC SCALE 20 0 ~ 80 I 20 I 40 I ( IN FEET ) 1 inch = 20 ft. LEGEND: AC = Acres ADD'L = Additional FPC = Florida Power Corporation ASPH = Asphalt FPP = Found Pinched Pipe PP = Power Pole BlDG = BUIlding G.E. = Grate Devotion PSM = Professional Surveyor &- Mapper (C) = Calculated Data G.I. = Grote Inlet PVMT = Pavement C/C = Covered Concrete GV = Gate Val ve (R) = Radial Line CBS = Concrete Block Structure (l) = legal Description Data R = Radius CIP = Cost Iron Pipe lA = landscape Area RCP = Reinforced Concrete Pipe ClF = Chain Link Fence lB = Corporate Certificate Number RGE = Range CMP = Corrugated Metal Pipe I.E. = In vert Devotion R/W = Right-of- Way C/O = Sanitary Clean Out lP = Light Pole S/W = Sidewalk CONC = Concrete (M) = Measured Data SEC Sec t ion CP.B, = Condominium Plat Book MES = Mitered End Section SF = Square Feet CS = Concrete Slob M. 0. L. = More or less SIR&C = Set Iron Rod &- Cap PSM 3747 (D) = Data per Description N/C = No Cop SMH = Storm Sewer Manhole D/W = Driveway OHW = Overhead Wires SNIJdJ = Set Nail &- Disk DB. = Deed Book o.R. = Official Record Book SSMH = Sanitary Sewer Manhole E/P Edge of Povement (P) = Plot Data STY = Story EASM = Easement I = Plus or Minus TOB = Top of Bank EL = Devotion PB. = Plot Book TOS = Toe of Slope FCM = Found Concrete Monument PCP = Perm an en t Con trol Poin t TWP = Township FHA = Fire Hydrant Assembly PC (s) = Page(s) UTll = UltYity FIR = Found Iron Rod &- Cap Pkg. = Parking W/F = Wood Fence FNIJdJ = Found NaIl &- Disk POC = Point of Commencement WM = Water Meter FOP&C = Found Open Pipe &- Cop POB = Point of Beginning WV = Water Valve 29, 6' = Centerline = Cone Monument = Fire Hydrant = Guide mre = Ugh t Pole = Power Pole = Water Meter = Water Valve = Drainage Manhole = Sanitary Manhole = FPC Manhole = GTE Manhole = Utility Manhole LEGEND o x" PINE ~ x" PAU1 1,85'M 2,00' x" 6 OAK . x" CHERRY LAUREl... . x' MULBERRY e x' CYPRESS ~ ~ ...., " atO .0 ;;;~ ....,1") .... ~ I I I I ~______~____~RU~ROAD______________________ I N89.11'30"W 165.00'R - - -- I 0:::: t-~ 1J.A~ . UNP~ATTED WEST 165' OF S/E 1/4 OF S/E SECTION 15- 29S-15E 1/4 AO fl'/-' . bb ~~' 1J.90 589.11' 30"E 589.08'50 E 165.00'R 164.97'M ';),/-,,/-O .fl"l'l / / ) I '" I "'- \I ~ 1\ ~ : \ 24"[;;K"'- "'- I A9"o ~ 1J'fJO ~.., 10 ~ I \,;<2. . 6, ~ "'- .....' . . :J , '6, 16"O(R"'O 24 "OAK t-' ..... I'- I'- 'Bf"- ~ 0 ~ -~--M.~-j-----JL-~~~-------_ "'-~ -------------- -I----\------------~---------------------- -i-----~-~----------~-------------------- ~ \"OAK "'- O'[;;K 26.20' 14 "fAK "'- 24.00' ~ 1 STY \ ~n ~ MASONRY g /1 V" "'- "<t \ 42 "OAK "'- N / 6, 18 "OAK / ~ ~ o o N to N 6, 18 'OAK A~ p,O 6, 26 "OAK 26,50' 14" i4K 38.10' · WELL '0 EI PUMP N N · TANK LOWEST LIVING FLOOR ELEV,= 51.64 22.30' o 14" K r- N 0:: N 0 o -.J If'l LL to , C> a.:i .00 wz,.,.,"<t ~~"'!II o ....o::-.Jo . ,.,., OLLI-If'lW 0 0Cl0l VlIIC>O r- >-w'<i N "It::1-~>0:: "<t Vl 0 ':1 <i .... -.J wC> A9,flO ,20 "a~0 . 15.29' l7.70' f 4.20' I "0 en I rri _ 2~63' _ _ 28.40' _ _ _ _ _ 1 ~ / ------------------_____ -4----~------~---_________ I"' ---_____________ -~-----------~--- I ~ ------------------------- I I MY1?TZ91 I I I I I I -4----------~~~rnurr~~~~-------------------- -i---------------------------------------- -1---------------------------------------- I 6, I 24 "OAK I I I I I I I I SI R &(C 1.&,'1-0 A1rfJ . "a ,/-0 AA,1J A';) 10 . ,,&,10 . S89.11'30"E 165.00'R&M 7 5 89'07'57" E 164.8~ (M) UNPLATTED PARCEL -8 165.00'R FIR&C I RLS 19821 I I I I I LOT 1, BLOCK B P ARKWOOD SUBDIVISION PB. 46 PG. 38 FIR&C # 1982 SIR&C ~ I I I I ~ FNO R/R SPK I N/E CORNER OF S/E 1/4 I OF S/E 1/4 OF SECTION I 15-29S-15E FND PINELLAS COUNTY DISK N/E CORNER OF THE S/E 1/4 OF SEC, 15 -29S-15E I I 0:: ~n I ", U) I N I ...,0 ~J' ';),/-10 x w If'l .... I Vl lL. en 0 N I If'l "<t .... , Z .... 0 l- f=: Vl () <i ~AO W I . l- lL. ::) 0 0 0 Vl "<t , LL ~ 0 I- W Vl Z <i :J w :3 I l- I- Vl ::) 4( 0 0- w Vl Z => ~,,90 . ~ r-- 0:: 0Cl '0 o to N N to N 0 I- - U W --.J --.J 0 if) <C if) 0 cr::: 0 Z <C ... C) Q) 0- W 0 l Q) cr::: 0 "- C) ~ c . 0 NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 SEC ION 15- 29S-15E 010 !)' x ~ : r tOO 01"1 '0 '0 00 bb 00 VlVl o S ...J a.. Z => SYMBOL LEGEND: <l G o c- O 'Th (;iiiI H @ ~ (f) ~ o ......... a W l- I- <i -.J i a... W >- ::) -.J Z Vl ~I ::) 48 "OAK 0 W 5 . I- W 0 Vl ~ ,.,., W a... "0 0:: ......., 0 () ~ b -.J 0 -.J 0 Z I 0:: 0 to A9'oO . ~ A 1.10 . 1.78'M 2.00'R I>> ~ o ..., fIJ ~ I>> E <<~ ~ u .2, o ... a.. NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. LEGAL DESeRIP TION: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Cornerstone Engineering & Su Inc. Sheet No, Ronald L. Hughes Professional Survey'o~ & Mapper No. 3747 State of Florida ' " , , " \r: : '" -,..,", Or' , , Drate of Survey: 1 /22/2001 ,r..:...). . o ~ ...... lC) {I) /I. il') il') .. t),) ~ .~ ~ en ~ I>> a::... lo.I II; ~ ~ Q ~ ~ ~ ~ no CI} o~~ z ~{I) ~ :ol:il') ..I.l iii ~ ~ Il;~ 5~ ~ · u; .~ en I Q ( a:: I il') (' 0 {I) I>> >- {I) /I. I>> lo.I .. ~ ~ ~~ .~ en ~ ~ t),) fI)~ ro> (0., ;:- ~ . IQ~ f.., IQ /I. ""I 11:.... (0.,. en fI) ~ f5 lit lo.I IQ ~ II; C) Cl Z lo.I CII CII q) .. JUL' 1 lPOl :0- lD en c o 'jji '> Q) cr: 2 o o .... 6 z >- W > cr::: => (f) W if) o 0.- cr::: => 0.- --.J <C U W ~O.- i=if) Q; Q) m 6 Z N U I ,2, ~ 0 a.. ->t o o m 1J 'i> L;: ~ o , N Q) N ...., ~ ~ :0- .a 1J Q) ->t U Q) .<: U l;I -.J i 0:: o ... o >. .D 1J Q) C Ot jji II PLAN~~U>~PfNTS CS lid I aqn 101d rid laqn 101d fOOZ 9E :9Z:G'~ OZ Inr nl-upanOId M-JnS8H\lStJ8llIH\SHld\08[f:J ~ I I I I ~FND R/R SPK I N/E CORNER OF S/E 1/4 I OF S/E 1/4 OF SEC'TION I 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST 29,8 <::J C'\J II .. .. ~ ~ Gj e.... -......j ~ ~ V) GRAPHIC SCALE 20 0 ~ 80 I 20 I 40 I ( IN FEET ) 1 inch = 20 ft. LEGEND: AC = Acres ADD'L = Additional FPC = Florido Power Corporation ASPH = Asphalt FPP = Found Pinched Pipe PP = Power Pole BLDG = BU/~ding G.E. = Grote Eleval/on PSM = Professional Surveyor &- Mapper (C) = Calculated Data G.I. = Grote Inlet PVMT = Pavement C/C = Covered Concrete GV = Gate Valve (R) = Radial Line CBS = Concrete Block Structure (L) = Legal Description Data R = Radius CIP = Cast Iron Pipe LA = Landscape Area RCP = Reinforced Concrete Pipe CLF = Chain Link Fence LB = Corporate Certificate Number RGE = Range CMP = Corrugated Metal Pipe I.E. = In vert Elevation R/W = Right-of- Way C/O = Sanitary Clean Out LP = Light Pole S/W Sidewalk CONC = Concrete (M) = Measured Data SEC Sec lion CP.B, = Condominium Plot Book MES = Mitered End Section SF = Square Feet CS = Concrete Slab M. 0. L. = More or Less SIR&C = Set Iron Rod &- Cap PSM 3747 (D) = Data per Description N/C = No Cop SMH = Storm Sewer Manhole D/W = Driveway OHW = Overhead Wires SNMJ = Set Nail &- Disk DB, = Deed Book o.R. = Official Record Book SSMH = Sanitary Sewer Manhole E/P = Edge of Pavement (P) = Plot Data STY = Story EASM = Easement I = Plus or Minus TOB = Top of Bonk EL = Elevation p.8. = Plat Book TOS = Toe of Slope FCM = Found Concrete Monument PCP = Perm an en t Con trol Poin t TWP = Township FHA = Fire Hydrant Assembly Pc. (s) = Pagers) UT/L = Uftlity FIR = Found Iron Rod &- Cop Pkg. = Parking W/F = Wood Fence FNMJ = F ound Na/~ &- Disk POC = Point of Commencement MI = Water Meter FOP&C = Found Open Pipe &- Cap POB = Point of Beginning WV = Water Valve = Cen terline = Cone Monument = Fire Hydrant = Guide Wire = Ligh t Pole = Power Pole = Water Meter = Water Valve = Drainage Manhole = Sanitary Manhole = FPC Manhole = GTE Manhole = UtIlity Manhole LEGEND o x" PINE l,85'M 2,00' ~ x" PAU1 x" 6. OAK . x" O1fRRY LAUREL . x' MULBERRY e x' CYPRESS P= ~ r') - 010 .0 ;;)~ 1"')'" ~ I"') I I I I ~______~____~RU~R~D__________________________ I N89011 30 W 165.00'R I 0::: t~ . .pA9 UNP~ATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E n 40 . ~... '0'0 ~q. ..,0,90 165.00'R 164.97'M ,z,ZO .~~ 589011' 30"E 58900850 E / / ) I "}- I " \ I "" 1\ "" i \ 24.{;;K" " I 49.,,0 ~ <:fJ::P ~ .,",,10 ~ I \;<2. . b. x ..-:"J ..-: I b. f6-O{rAi) 24'OAK e"" r-.. r-.. 'atOAK ~ b ~ _l__~ _ ~_____ ~-_~'L I 26.0'1K\- - .......... ,()--------------- -~----\-----------~~--------------======== -4-----~-6---------~--- ~ \OAK " - - - - - - O'{;;K - - - - - ~6~; - 14.fAK \ "24.00' "" 1 STY a \ "" MASONRY 0 ~~ " ~ \ n~ " N / 6 fS.OAK / ~ Ck:: o o N 10 N b. fS.OAK 4~/~,o x 6 26.0AK 26,50' f4. iAK 38.10' · WELL o EI PUMP N N · TANK LOWEST LIVING FLOOR ELEV.= 51.64 22.30' o ~ 14. K N Ck:: N 0 o ....J If'l u.. 10 , 0 a:i .00 W Z I"") ~ 00 ~~ "'! II ~Ck::--.Jo . I"") Ou..I--If'lW 0 00 en (/)1100 ~ "1t:~~>~ ~ (/)O~<( ~--.JwO 49,..,0 .20 45.60 x 15.29' l7.70' f 4,20' I 0 en I ,.rj 27.63' ~ 28.40' -,----~ /---------------------------- -4-----------~-----------------___________ _J___________:___ I ------------------------- I I 01 M'I1?nE I I I I I I -4----------~~~rnurr~~~-------------------- _J_______________ I ------------------------- -,---------------------------------------- I 6 I 24.0AK I I I I I I I I 51 R &(1: 40Z0 41~ x 45Z0 44'.p 4~ 10 x 10 40' x S89011'30"E 165.00'R&M 7 S 89'07'57" E 164.8.r- (M) UNPLATTED PARCEL -8 16500'R FIR&C I RLS 19821 I I I I I LOT 1, BLOCK B P ARKWOOD SUBDIVISION PB. 46 PO. 38 FIR&C # 1982 SIR&C I I Q: ~ I I'i 10 I N I ~ r-.. ~ co 0 o 10 N N lD N 3: : : 100 01"") .0 a 00 bb 00 (/)(/) @fl FND PINElLAS COON TY DISK N/E CORNER OF IHE S/E 1/4 OF SEC, 15 -29S-15E ...,0 ~J' x ,Z10 x W If'l ~ I (/) lL. en 0 N I If'l ~ .......... Z ~ 0 I-- ~ (/) () <( ~,,,o w I x t- u.. ::> 0 0 0 (/) ~ u.. .......... ~ 0 I-- W (/) Z <( ~ W :3 I t- t- (/) ::> <( 0 0.. W (/) Z => ",gO x 0 f- - U W --.J --.J 0 (f) <( (f) 0 0:::: 0 Z <( ~ C) 0- W 0 l t) 0:::: ~ ... C) t) C ,. 0 NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 SEC ION 15-29S-15E 10 . ~o' 49'cfJ x o S ~ 0.. Z => SYMBOL LEGEND: <t G 6 c- O C"(h ~ H @ ~ () ~ ~ .......... 0 W I-- I-- <( ....J ~ 0- W >- ::> ....J Z (/) ~I ::> 4S.0AK 0 W 5 : I-- W 0 (/) Ck:: r"') W 0- 0 Ck:: '--' 0 U ~ b ....J 0 --.J I 0 Z Ck:: 0 lD 41.10 x 1.78'M 2.00'R I>> ~ o ...., fIJ ~ QI f o I~++ I Sheet No. I I I - U ,2, o ... a. NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. LEGAL OESeRIP T/ON: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Cornerstone Engineerin & Surveying, inc. ~ Ronald L. Hughes Drof.oC"'C"';onaJ c:, 'r".o\lr.r , I....J.J' '......u V \..0 yv' State of Florida , & Mapper t\J r. , ~v. ""1..747 v I I Date of Survey: 1 /22 /2001 , .' .,' , o ~ ~ . 0) ~ .~ ~ In ~ I>> a:... ~ ~ ~ ~ ~ ~ ~ 0- V) o~.. z ~ CD j ~ t) J" ~ .. '1.l II:~ 5" ~ .~; .~ In 10 t a: I t) <' 0 CD I>> >- CD I\. I>> ~ .. ~ ~ ~~ .~ In:;) .. 0) 11): ~ hI\. ~ . Ill'- r~, III I\. ""I ll;'-- (,.;. In II) ~ ei lit ~ III ~ II: ~ Cl z ~ IIiI IIiI CD .. >. al ltl C o 'jfj '5O Q) 0:: ~ o o ~ 6 z >- W > 0:::: =:) (f) W (f) o (l 0:::: =:) (l --.J <( U W ~(l i=(f) i) t) ~ ll) CD I\. t) t) 6 Z N U I .2, ~ 0 .>t- o o al "0 "ii G: o .......... N t) N -.......... 8 ~ >. .D "0 t) .>t- CJ t) .c U ~I ....J i Ck:: o ... o I~ ~~ 10 Ird [aqn 10[d ,rr1 raq8110fr1 f OOG 9( '8G 'Gf OG [nr nLU :pGnOT d MJnSJH\lStJJllIH\SlVld\O :GTI j ~ FND PINELLAS COUN TY DISK I I I I ~-~4 010 .0 ;;:; ;;:; FND R/R SPK ~ ~ I N/E CORNER OF S/E 1/4 I OF S/E 1/4 OF SECTION 1 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST 29.8 <::::> C\J ..II .. ""-. ~ Gj &.. -...J ~ ~ lr) GRAPHIC SCALE 20 0 ~ 80 I 20 I 40 I ( IN FEET ) 1 inch = 20 ft. LEGEND: AC = Acres ADD'L = Additional FPC = Florida Power Corporation ASPH = Asphalt FPP = Found Pinched Pipe PP = Power Pole BLDG = Building G.E. = Grate Elevation PSM = Professional Surveyor &- Mapper (C) = Calculated Data G.I. = Grate Inlet PVMT = Pavement C/C = Covered Concrete GV = Cote Valve (R) = Radial Line CBS = Concrete Block Structure (L) = Legal Description Data R = Radius CIP = Cast Iron Pipe LA = Landscape Area RCP = Reinforced Concrete Pipe CLF = Chain Link Fence LB = Corporate Certificate Number RGE = Range CMP = Corrugated Metal Pipe I.E. = In vert Elevation R/W Right-of-Way C/O = Sanitary Clean Out LP = Light Pole S/W Sidewalk CONC = Concrete (M) = Measured Data SEC = Section C. p. 8. = Condominium Plat Book MES = Mitered End Section SF = Square Feet CS = Concrete Slab M. 0. L. = More or Less SIR&C = Set Iron Rod &- Cap PSM 3747 (D) = Data per Description N/C = No Cap SMH = Storm Sewer Manhole D/W = Driveway OHW = Overhead Wires SN&D = Set Nail &- Disk DB. = Deed Book o.R. = Official Record Book SSMH = Sanitary Sewer Manhole E/P = Edge of Pavement (P) = Plat Data STY = Story EASM = E asemen t ~ = Plus or Minus TOB = Top of Bank EL = Elevation p.B. = Plat Book TOS = Toe of Slope FCM = Found Concrete Monument PCP = Perm an en t Con trol Pain t TWP = Township FHA = Fire Hydrant Assembly PC. (s) = Pagers) UT/L = Utility FIR = Found Iron Rod &- Cap Pkg. = Parking W/F = Wood Fence FN&D = Found NalY &- Disk POC = Point of Commencement u.u = Water Meter FOP&C = Found Open Pipe &- Cap POB = Point of Beginning WV = Water Valve = Centerline = Cone Monument = Fire Hydrant = Cuide mre = Light Pole = Power Pole = Water Meter = Water Valve = Drainage Manhole = Sanitary Manhole = FPC Manhole = CTE Manhole = UtIlity Manhole LEGeND .. o x PINE ~ x" PAl11 l,85'M 2.00' x. ~ OAK . x" Q1ERRY LAUREL e x' MUl..BfRRY e x' CYPRESS I I I I ~______~____~RU~ROAD__________________ I N89.11'30"W 165.00'R - - - - - - -- 1 0:::: t~ ) I 1-- I " \1 ~ 1\ ~ i \ 24 "(;;K " " I 1.9,,,0 ~ _n,rfJ ~ 0 ~ I \4 . I::::. .4" '- . ?" ,...: . ~,.1 , II::::. 16-O(tr-{) 24 "OAK t;' '- ,....,.... fBf'OAK ~ a ~ -~--M.~-j-----j~~~~------------------____ " Js-, -I----\------------~-- -4-----T-~---------~-------------------- ~ \~K -" --------o~ -----~~;- f4"fAK "24.00' ~ 0 1 STY \ ~ MASONRY g ~~ " ~ \ u~ " N x rfJ.1.9 UNP~ATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E ..0 x';)'/-' ~b ~9' rfJ.90 589.11' 30"E 589.08'50 E 165.00'R 164.97'M ~,/-.7-0 / / / l:::. f8"OAK / ~ a:: o o N 10 N I::::. f8"OAK ..6 y,o x I::::. 26 "OAK f4" iAK 38.10' · WELL .0 EI PUMP N N · TANK LOWEST LIVING FLOOR ELEV,= 51.64 o f4" K ~ a:: N 0 o .J L() lL. 10 , 0 oci .00 wz I")~ '0 ~~ "'! II ~a::.J0 I") OlL.I-L()w 0 lX)0) UlIIOO ~ "-=~ w :> <( N Ul~ ~~ ~ ~.J wO ..9.f:JJ x ,20 ,;060 . ..6.'/-0 ..1 gO . ,;0 ,/-0 . ....,f:JJ x ..~ 10 10 "c. x 15.29' S89.11'30"E 165.00'R&M 7 5 891lTS7" E 164.8.f (M) UNPLATTED PARCEL -8 165.00'R LOT 1, BLOCK B P ARKWOOD SUBDIVISION PB. 46 PO. 38 .fl"l'l 26,50' FIR&C 1 RLS 19821 I 1 1 1 1 FIR&C # 1982 SIR&C I I 0:: i1 1 ,..., \0 1 N 1 ~ ,.... a:: lX) '0 ~ 0 10 N N to N :t : t 100 01") .0 a 00 00 00 UlUl ~ N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E ...,0 7J' ~ 10 x~v w L() ..... I Ul lL. 01 0 N I L() ~ ~ , Z ~ 0 l- f=. Ul () <( ~,1.0 W I x l- lL. :::> 0 0 0 lI) ~ lL. , ~ 0 I- W Ul Z <( :::i w :3 I l- I- lI) :::> <( 0 0.. w Ul Z => ~"gO . 0 I- - U W --.J --.J 0 (j) <C (j) 0 cr:: 0 Z <C ... C) t) Q. W 0 l t) cr:: ~ ~ C) c . 0 NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 SEC ION 15-29S-15E 10 <:10, x rfJ ..9 . o ~ ..J 0.. Z => SYMBOL LEGEND: <l El o c- o 'U.> ~ ... @ ~ (t) ~ o ........ a w l- I- <( .J ~ a.. w >- :::> .J z Ul ~I :::> 48 "OAK 0 w 5 . I- W 0 Ul a:: I") w a.. 0 a:: '-" 0 () ~ 0 .J 0 .J d z I a:: 0 to h7.70' f 4.20' I a I ~ 1n.63' 28.40' =1=_-_-_- ;ri .f --------------------------- 4 ------~---_____________ I"' -___________ -~-----------:------- I --------------------- I I MY1?1l9 : I I I I I -4----------~~~rnnrr~~~~-------------------- -i---------------------------------------- -1---------------------------------------- I I::::. I 24 "OAK I I I I I I I I SIR&lt ..1.10 . 1. 78'M 2.00'R I>> ~ o 10l rIJ ~ l>> t ~~ ~ - u ,2, o ... D.. NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. LEGAL DESeRIP TION: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Cornerstone Engineering & Surveying, Inc. ~~ Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida Sheet No. \. Date of Survey: 1 /22 /2001 . Q ~ """ . t)) ~ '(Ol ;::l) en ~ I>> 0::... ..... II: ~ ~ Q ~ ~ ~ ~ (L. CI) 0 Ii.. z ~ q) ~ ~~ ~ It" ~ II:~ ~.. t)) .~.. ~ ~II: '(Ol en I Q l 0:: I 00) (' 0 q) l>> >- q) '" I>> ..... ... t.> ~ ~ I ~ ::>...~ '(Ol en ~.. t)) fI)", ~ . ~ '" ~ 1lI~ Ill" 11:..... (.; . en fI) ~ ~ It ..... III ~ II: ~ q z ..... eo.! eo.! q) ... >- m III C o 'ii) '> Q) Q: ~ o o o ~ z >- W > cr:: ~ (j) w (j) o 0.- cr:: ~ 0.- --.J <( U w ~O.- i=(j) t) t) 6\ lQ q) '" 00) 00) o Z N "0 I .I!.. ~ 0 D.. ~ o o m " G> G: o , N t) N -, ~ ..... >- .a " II ~ U II .s::. U ];I .J i a:: o ... o >- .a " II C 01 ii) II lid [aq8l ~O[d T!c1[aqel ~o[c1 ~ 002 9t:g22~ 02 [nr nlupanO[ d MmSJH\lStJJllIH\SlVld\00T'-' ,----------------------------------------------------------------------------------------------------------------------------------------------------1 I I I I I I I HILLCREST GARDENS CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST COUNTY OF PINELLAS ( IN FEET ) 1 inch = 30 fl. Ie; I-- I-- <! -l 0... >- -l (/) ::::> w 0 60 :> I ::::) z w w 0::: > 0... w "\( ........... '0 I--I~ r') (/) . SIR&:C 0 wO 0::: . b u 0::: 0 ~ . Z -l 0 I lO I I L _ _ _ _~ DRUID ROAD I - -N89-;;-'-':36"W - - - - -'65.00'- - - - - - - t~ '" FND PINELLAS COUNTY DISK I N/E CORNER OF THE S/E 1/4 .fl::~ I OF SEC. 15 -29S-15E ~to+ 00 ~....: ~r') FND R/R SPK ...... ';? NVE CORNER OF S/E 1/4 10 S/E 1/4 OF SECTION 15-29S-15E ACKNOWLEDGMENT LEGAL DESCRIP T/ON: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA STATE OF FLORIDA ) ) SS COUNTY OF PINELLAS ) THE ABOVE PARCEL IS DESCRIBED AS FOLLOWS: COMMENCE A T THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 15. TOWNSHIP 295. RANGE 15 EAST. THENCE PROCEED SOUTH 0000'03" WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 15. 1595.03 FEET TO THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING CONTINUE SOUTH O' 00 '03" WES T. 262.00 FEET.' THENCE NOR TH 89'11 '30" WES T. 165. 00 FEE T TO THE EAST RIGHT OF WA Y LINE OF HILLCREST A VENUE. SAID BEING A 60.00 FEET RIGHT OF WA Y,' THENCE ALONG SAID EAST RIGHT OF WA Y LINE. NORTH 0'00'30" EAST. 262.00 FEET.' THENCE PROCEED SOUTH 89'11'30" EAST. 165.00 FEET TO THE POIN T OF BEGINNING. I SCM UNPLATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E I hereby certify that on this _ day of , 2001 A.D" before me a Notary Public in and for said County, personally appeared, GREG SOLLECITO AND ROSA SOLLECITO, to me known to be the persons described in ond who executed the foregoing dedication and they acknowledge the execution thereof to be their own free act and deed. My Commission Expires: 165.00' ------------ o w 5 ~ z :::> Notary Public State of Florida at Lorge o o o lO NOTE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEDICATION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, WHETHER GRAPHIC OR DIGITAL. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLA T THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, CERTIFICA TION OF APPROVAL OF CITY COMMISSION STATE OF FLORIDA ) ) ) SS JO 0 ~ 120 I .. C) I'r) ~II ......... ::t:: ~ e.... -.....J Cl:: ~ ~ V) SCALE JO I It is hereby certified that this plot has been officially approved by the City of Clearwater, Pinellas County, Florida this day of 2001 r A.D, NOTE: THIS IS A SINGLE FAMILY DEVELOPMENT. o LOT 2 o o N lO N City Manager o o N o o o N o NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 SECTION 15- 29S-15E CERTIFICA TE OF APPROVAL OF COUNTY CLERK GRAPHIC DEDICA TION I - - - - - - -5;-DRAINAGE EASEMENT - - - - - - - - - SIR&:C S89'11 30 E 5' DRAINAGE EASEMENT 165 00 r-----------------~-------- g I 0 I - b 8 I LOT 3 ~ ~ ~ I ~ I I r-------~DRAINAGE~SEME~---------sm&:C N89"11' 30 W 5 DRAINAGE EASEMENT I--------------------~----- I I 8 I o I Lf'l I I eM, -S8911~CY'E -. -I AG -EASEMENT- -165"])CY - - - - - -SCM FCM S 89'07'57V' E 164.84' (M) FIR&C UNPLATTED PARCEL RLS 1982: I LOT 1, BLOCK B I P ARKWOOD SUBDIVISION I PB. 46 PO. 38 o w ~ ...J ~ Z ::> SURVEYOR'S CERTIFICATE I. Karleen F, DeBlaker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this Plot has been examined and that it complies in form with 011 the requirements of the Statutes of the State of Florida pertaining to mops and plats, and that this Plot has been filed for record in Plot Book page of the Public Records of Pinellas County, Florida, this day of , 2001, A.D.. at a.m./p.m. LOT 4 o o o Lf'l I, Ronald L. Hughes, of Cornerstone Engineering & Surveying, Inc, maker of this plot, do certify that it is a true and correct represen tation of the land plotted and this plot complies with the requirements of Chapter 177 of the Florida Statutes, and I further certify that this plot meets all material, in composition, required by Florida Statute 177.091,subsection 10 & 1 b and that on the ---It::!. day of , 2001 the Permanent Reference Monuments (P.R,M,'s) were in place, os shown hereon, and Permanent Control Points (P.C.P.'s) will be placed within one year, os required by low, and that the survey data complies with 011 requirements of Chapter 177. SIR&:C Karleen F, DeBlaker, Clerk Pinellas Coun ty, Florida By: Deputy Clerk Signed this ----1h day of , 2001 1.86'M 2.00'R The undersigned hereby certifies that it is the owner of the above described tract of land hereby platted as HILLCREST GARDENS and that it grants to the City of Clearwater, a political subdivision of the State of Florida the right to use the utility and drainage easements os shown, l,79'M 2.00'R Cornerstone Engineering & Surveying, Inc. Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida Dote of Survey: 1 /22/2001 Print Name Greg Sollecito LEGEND: G = FOUND CONCRETE MONUMENT (FCM) . = SET CONCRETE MONUMENT (SCM) . = SET IRON ROD & CAP (SIR&C) Witness Owner: Greg and Rosa Sollecita Witness I I I I I I I I I L____________________________________________________________________________________________________________________________________________________~ PRELIMINARY PLAT PREPARED BY: ~ "or-nersto-ne E-ngi-neeri-ng & S-urveyi-ng, ~ ENGINEERS. SURVEYORS · LAND PLANNERS ~ '822 DREW STREET SUITE 6 -- CLEARWATER. FLORIDA 33765 PH. (727) 447-'763 OR 446-4364 REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES. Print Nome Rosa Sollecito DATE I'nc. Florida Registered Surveyor and Mapper Registration Number _______ SHEET 1 OF 1 JUL 2 1 2001 ~ NING & oeVH ENT svcs CITY OF CLEARWATER U'd laqe I ~Old ~ooz 90C;Z .Z~ oz Tnr nlU :panOTd t1)llIH\lStJ8llIH\SlVld\O :8TI~ r----------------------------------------------------------------------------------------------------------------------------------------------------, HILLCREST GARDENS CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA I I L _ _ _ _~ DRUID ROAD I - -N89-;;-'-'36"W - - - - - 165.00'- - - - - - - t~ '" FND PINELLAS COUNTY DISK I N/E CORNER OF THE S/E 1/4 .~~ I OF SEC. 15 -29S-15E ~~+ ........: ~", FND R/R SPK ..... ~ NVE CORNER OF S/E 1/4 10 S/E 1/4 OF SECTION 15-29S-15E ACKNOWLEDGMENT LEGAL DESCRIP T/ON: STATE OF FLORIDA ) ) ss ) COUNTY OF PINELLAS THE ABOVE PARCEL IS DESCRIBED AS FOLLOWS: COMMENCE A T THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 295. RANGE 15 EAST. THENCE PROCEED SOUTH OVO'03" WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 15, 1595.03 FEET TO THE POIN T OF BEGINNING. FROM SAID POINT OF BEGINNING CONTINUE SOU TH O' 00 '03" WES T. 262.00 FEET.' THENCE NOR TH 89'" '.30" WES T. 165. 00 FEET TO THE EAST RIGHT OF WA Y LINE OF HILLCREST A VENUE, SAID BEING A 60.00 FEET RIGHT OF WA >';. THENCE ALONG SAID EAST RIGHT OF WA Y LINE, NORTH OVO'30" EAST. 262.00 FEET.' THENCE PROCEED SOUTH 89''''30'' EAST. 165.00 FEET TO THE POIN T OF BEGINNING I SCM . w ~~ ~ ~ (/) I"") l.J...~ "'; 0 I "'1 l.O U) V"- , N , ,_______~DRAINAG~EASEMENT__________~M :9 I (/)~ <(u I WW I(/) I ~l.J... o I LOT 1 60 ~ I (/)~ to I ~..- ~ , I W (/) ~I ~<( <( ~w w r - - - - - - - -'-RINA - A M NT- - - - - - - - - SIR&C ~ S d - - N89'1.t30"W _ ~ E..RAINAG~ EASEMENT_ _ _ ..J 65.00~ _ _ _ _ ~ ~ :::> UNPLATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15-29S-15E I hereby certify that on this _ day of A.D., before me a Notary Public in and for said County, personally appeared. GREG SOLLECITO AND ROSA SOLLECITO, to me known to be the persons described in ond who executed the foregoing dedication and they acknowledge the execution thereof to be their own free act and deed. , 2001 My Commission Expires: ST ATE OF FLORIDA ) ) ) SS JO 0 ~ 120 I .. C) "'J ~II ........ ::t:: Gj e... -......J ct: ~ ~ V) SCALE JO I ~ o w 1= :) n.. z ::> Notary Public State of Florida at Large NOTE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEDICATION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, WHETHER GRAPHIC OR DIGITAL. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLA T THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, CERTIFICATION OF APPROVAL OF CITY COMMISSION COUNTY OF PINELLAS ( IN FEET ) 1 inch = 3D fl. 18' ~ ~ <( --l 0... >- --l (/) :::> w 0 60 :> I :::> z w w ~ > 0... w <( .......... 0 ~I~ ", (/) . SIR&C .0 w 0 0:: ' b u 0:: 0 ~ - Z ~ 0 I to w c:> <( z <( 0:: o It is hereby certified that this plat has been officially approved by the City of Clearwater, Pinellas County, Florida this day of 2001, A,D. NOTE: THIS IS A SINGLE FAMILY DEVELOPMENT, o LOT 2 o o N to N City Manager o o N o o o N o NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 SECTION 15- 29S-15E CERTIFICA TE OF APPROVAL OF COUNTY CLERK GRAPHIC DEDICA TION r- - - - - - - -5~RAINAGE EASEMENT - - - - - - - - - SIR&C S89'11 30 E 5' DRAINAGE EASEMENT 165 00 r-----------------~-------- 0 I") I 0 I . ~ 8 I LOT 3 ~ ~ ~ I ~ I I r-------~DRAINAGE~SEMEm---------sm&C N89'11'30 W 5 DRAINAGE EASEMENT I--------------------~----- I I 8 I o I l.O I I CM, -S89"11'30"[ -. -I A EEASEMENT- -165.0iY' - - - - - -SCM FCM S 89'07'57'Jr E 164.84' (M) FIR&C UNPLATTED PARCEL RLS 1982: I LOT 1, BLOCK B I P ARKWOOD SUBDIVISION I PB. 46 PO. 38 o w ~ ...J Q.. Z ::> SURVEYOR'S CERTIFICATE I. Karleen F. DeBlaker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this Plat has been examined and that it complies in form with all the requirements of the Statutes of the State of Florida pertaining to maps and plats, and that this Plat has been filed for record in Plat Book page of the Public Records of Pinellas County, Florida, this day of , 2001, A.D.. at a.m.jp.m. LOT 4 o o o lJ) I, Ronald L. Hughes, of Cornerstone Engineering & Surveying, Inc. maker of this plat, do certify that it is a true and correct representation of the land platted and this plat complies with the requirements of Chapter 177 of the Florida Statutes, and I further certify that this plat meets all material, in composition, required by Florida Statute 177.091,subsection 1 a & 1 b and that on the ---It:!. day of , 2001 the Permanent Reference Monuments (P.R.M.'s) were in place, as shown hereon, and Permanent Control Points (P.C.P.'s) will be placed within one year, as required by law, and that the survey data complies with all requirements of Chapter 177. SIR&(; Karleen F. DeBlaker, Clerk Pinellas Coun ty, Florida By: Deputy Clerk Signed this ----1h day of , 2001 1.86'M 2.00'R The undersigned hereby certifies that it is the owner of the above described tract of land hereby platted as HILLCREST GARDENS and that it grants to the City of Clearwater, a political subdivision of the State of Florida the right to use the utility and drainage easements as shown, 1.79'M 2.00'R Cornerstone Engineering & Surveying. Inc. Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida I I I I I I I I I I I I I I I I I I I I I I I I I I L____________________________________________________________________________________________________________________________________________________~ Date of Survey: 1 /22 /2001 Witness Owner: Greg and Rosa Sollecito LEGEND: G = FOUND CONCRETE MONUMENT (FCM) . = SET CONCRETE MONUMENT (SCM) . = SET IRON ROD & CAP (SIR&C) Print Name Greg Sollecito Witness PRELIMINARY PLAT PREPARED BY: A "or-nersto-ne E-ng-i-neeri-ng &:- Su..rvey-i-ng, ~ ~ ENGINEERS. SURVEYORS · LAND PLANNERS ~ 1822 DREW STREET SUITE 6 -- CLEARWATER, FLORIDA 33765 PH. (727) 447-1763 OR 446-4364 REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES. Print Name Rosa Sollecito DATE Inc. SHEET 1 OF 1 Florida Registered Surveyor and Mapper Registration Number _______ Irdlaqel 10Id fOOZ 90 :gZZf OZ Inr nLU :penOld tl8llIH\lStl8TlIH\SHld\:0 'epj r----------------------------------------------------------------------------------------------------------------------------------------------------, I I I I I HILLCREST GARDENS CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST ST ATE OF FLORIDA ) ) ) SS JO 0 ~ 120 I , ~ ::1' ......... J:: Gj ~ -......J Q:: (j ~ V) SCALE JO I I I L _ _ _ _~ DRUID ROAD I - -N891''-':36''W - - - - - 165.00" - - - - - - t~ , FND PINELLAS COUNTY DISK I N/E CORNER OF THE S/E 1/4 p:::~ I OF SEC. 15 -29S-15E ~~+ ~~ ~I') FND R/R SPK .- ~ NVE CORNER OF S/E 1/4 10 S/E 1/4 OF SECTION 15-29S-15E ACKNOWLEDGMEN T STATE OF FLORIDA ) ) SS COUNTY OF PINELLAS ) LEGAL DESCRIP T/ON: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA THE ABOVE PARCEL IS DESCRIBED AS FOLLOWS: COMMENCE A T THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 15. TOWNSHIP 295, RANGE 15 EAST. THENCE PROCEED SOUTH 0000'03" WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION IS, 1595.03 FEET TO THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING CONTINUE SOUTH 00 00'03" WEST. 262.00 FEET.' THENCE NORTH 890" '30" WEST. 165.00 FEET TO THE EAST RIGHT OF WA Y LINE OF HILLCREST A VENUE, SAID BEING A 60.00 FEET RIGHT OF WA Y,' THENCE ALONG SAID EAST RIGHT OF WA Y LINE, NORTH 0000'30" EAST. 262.00 FEET.' THENCE PROCEED SOUTH 890"'30" EAST. 165.00 FEET TO THE POIN T OF BEGINNING. I SCM UNPLATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15-29S-15E I hereby certify that on this _ day of , 2001 A.D., before me a Notary Public in and for said County, personally appeared, GREG SOLLECITO AND ROSA SOLLECITO, to me known to be the persons described in and who executed the foregoing dedication and they acknowledge the execution thereof to be their own free act and deed. My Commission Expires: o o o (() o w 1= :) 0... Z ::> Notary Public State of Florida at Lorge NOTE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEDICATION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, WHETHER GRAPHIC OR DIGITAL. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLA T THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, CERTIFICA TION OF APPROVAL OF CITY COMMISSION ~ It is hereby certified that this plat has been officially approved by the City of Clearwater, Pinellas County, Florida this day of 2001, A.D. COUNTY OF PINELLAS ( IN FEET ) 1 inch = 30 fl. 18' l- I- <( -.J CL >- -.J (/) ::::> w 0 60 5 I ::::> z w w a::: > CL w <( .......... '0 I-I~ I") (/) . SIR&C 0 w 0 a::: . b u a::: 0 -.J . Z -.J 0 I (() w C) <( z <( a::: o o LOT 2 o o N (() N City Manager NOTE: THIS IS A SINGLE FAMILY DEVELOPMENT, o o N o o o N o NORTH 526,00' OF THE S/E 1/4 OF THE S/E 1/4 SECTION 15-29S-15E CERTIFICA TE OF APPROVAL OF COUNTY CLERK GRAPHIC The undersigned hereby certifies that it is the owner of the above described tract of land hereby platted as HILLCREST GARDENS and that it grants to the City of Clearwater, a political subdivision of the State of Florida the right to use the utility and drainage easements as shown, r- - - - - - - -5;-ORAINAGE EASEMENT - - - - - - - - - SIR&C S89011 30 E 5' DRAINAGE EASEMENT 165 00 r-----------------~-------- 0 I") I 0 I . b g I LOT 3 ~ ~ ~ I ~ I I r-------~DRAINAGEbSEME~---------sm&C _ _ N8901,[30 W 5 DRAINAGE EASEMENT . I -------------------- I I g I o I Lf) I I CM, -S891,'30"'[ -. -'NAG -EASEMENT- -165.0~ - - - - - -SCM FCM S 89.07'57'Jr' E 164.84' (M) FIR&C UNPLATTED PARCEL RLS 1982: I LOT 1, BLOCK B I P ARKWOOD SUBDIVISION I PB. 46 PO. 38 o w ~ ...J 0... Z ::> SURVEYOR'S CERTIFICATE I. Karleen F. DeBlaker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this Plat has been examined and that it complies in form with 011 the requirements of the Statutes of the State of Florida pertaining to maps and plats, and that this Plat has been filed for record in Plat Book page of the Public Records of Pinellas County, Florida, this day of , 2001, A.D.. at a.m./p.m. LOT 4 o o o l/) I, Ronald L. Hughes, of Cornerstone Engineering & Surveying, Inc. maker of this plat, do certify that it is a true and correct represen tation of the land platted and this plat complies with the requirements of Chapter 177 of the Florida Statutes, and I further certify that this plat meets all material, in composition, required by Florida Statute 177.091,subsection 1 a & 1 b and that on the ---It:!. day of , 2001 the Permanent Reference Monuments (P.R.M.'s) were in place, as shown hereon, and Permanent Control Points (P.C.P.'s) will be placed within one year, as required by law, and that the survey data complies with all requirements of Chapter 177. SIR&C Karleen F, DeBlaker, Clerk Pinellas Coun ty, Florida By: Depu ty Clerk DEDICA TION Signed this ---1b. day of . 2001 1.86'M 2.00'R 1.79'M 2.00'R Cornerstone Engineering & Surveying, Inc. Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida Date of Survey: 1 /22/2001 Print Name Greg Sollecito LEGEND: G = FOUND CONCRETE MONUMENT (FCM) . = SET CONCRETE MONUMENT (SCM) . = SET IRON ROD & CAP (SIR&C) Witness Owner: Greg and Rosa Sollecito Witness PRELIMINARY PLAT PREPARED BY: ~ "or-nersto-ne E-ng-i-neer-i-ng &;- Su.rvey-i-ng, I-nc. ~ ENGINEERS. SURVEYORS · LAND PLANNERS ~ 1822 DREW' STREET SUITE 6 -- CLEARWATER. FLORIDA 33765 PH. (727) 447-1763 OR 446-4364 REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES. Print Name Rosa Sollecito DATE Florida Registered Surveyor and Mapper Registration Number _______ SHEET 1 OF 1 L___________________________________________________________________________________________________________--_______________________________________~ IidTaqel :)OTd fOOG 90 :9G :Gf OG Inl' mH 'panOId tJ)llIH\lStJ)llIH\SlVld\ :oapj I ...I 0:: >. m (f) w w 0:: I- ~ I I I I ~24 1"')- ~~ ;;; ...: f'ND R/R SPK ~ g I N/E CORNER OF S/E 1/4 I Of' S/E 1/4 Of' SECTION I 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST f'ND PINELLAS COON TV DISK N/E CORNER OF THE S/E 1/4 Of' SEC. 15 -29S-15E (f) ;> lLJ ...I lLJ o lLJ o o <( I I I I ~______~____~RU~~~D__________________________ I ,p N89." 30 W '65.00'R .~. ~ a::: ~~ 1--- I .4> l.p 11Jr2, 23' .~. FIR " ;> ~ w.- 0:: .~ tl ex: o ro.! o ,....0 1. t1r .. o. ~. .. I j~ I I"') \0 I N I .... <> z UNP~.A TIED ~..o " " WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E ,p."'} " ~,o " 29.8 g o W ..J ..J o C/) <{ C/) o a: o z <{ o w a: o .~~ S89.,,'30"E rJ>.rP 165.00'R ,,~.~o S89"08'50"E ,. 164.97 M - _ _ _ _ _ _ _ _ _ _ _ _ ,. FIR& --------------------------- II 1982 'l-b ~. .. ~ .~ ., 10 ".., " -+ l- I" \~ ~ I ~ 1\ ", "- .,. t1J~'), I 24.OAK ~';J~ I l' ,,9..0 .x;:.~ I \4.. " ~". '/)1 I ~t1"6-0(~ 24-0AK @~ "- far-OAK ~ _ ~ I ~ ~. ~ _ 1 _ _ -1L _ ~ ~ Q f8-0AK I 26.0AK ----- ~----'-.,...:~,.()~.~,---- ~ ------28-01:~----- -~----\----- ------ ------~------- -+ ~ ------- - -----T-~---------- ----- ~ ~~ \OAK "- ------ -----~~;- H~ "- : ..rP \ ~ ~ ,. I "\ M'" "- t1r I u~ 1,..0 ~~: I 38.10' I I I " I .1 I I I I I ~7.70' I a en I ...; _ ~7.63' _ _..... 28.40' --+1___1~_____~-----------~-------------- .. ~------------~-------------- _.J.___________~ I ~---------------------------- I J'),~ ~,. NtRTl; : I I I I ~'), I ~ 0 --+----------~~ ~-~~)-~ _.J.__________~-mDrr~~~~=~:~_~-------------- I --------------- -,------F--------------------------------- I ~4f I 24-0AK o I 18-~NE I I I I I I ~~----------: w l() .... I (/) u... en 0 N I If) 'Ot .... " z .... 0 I- i= (/) u <( ~..o w I " I- ~ :::> 0 0 (f) 'Ot ........ u... .... ~ 0 I- W (/) Z ~ ~ w J: I- :::> <( 0 w (f) z ::> / / tt- I .. .1, 'j.' / sf f8-OAK / .1. 16 f8.0AK PROPOSED F.F. ELEv.= 52.0 ~ N a N op,,p . .10 ~" " .... ,.... .... ,.... <::J C\J \I ... ... l o 1 ~ ... C) c . o "- b o 'Ct N ~ 32-0AK F.J,4J " ~ ~ ~ CJ lr) 0" .1, .. ~b tP' .. '/). tP' 26.50' .1 t1J" .":i. " 0:: CD '0 .... 0 ~ N to N LOWEST LIVING FLOOR ELEV.= 51.64 · WELL -0 s PUMP N N · TANK 14- lo4K .. z <( ~ ..J a.. ..J C a.. z ~ - 0 W <( a: a::: () C ...J I- ...J 0 - I ~ ..J - i= l ti 0 C) ... m a.. o GRAPHIC SCALE .... N 0:: N 0 o ...I u... ~ JrOAK .20 ~ 0 ~ 10 I ~ I 40 I If) to . 0 a::i . 00 lLJ Z I"') 'Ot ~~"!II '0 '-0::...10 P"') 0 u... I- l()lLJ a ex) en (/)1100 .... ,..~w;><( N (f)~~ei v .... ...I wO 14. NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 ........ o lLJ l- I- e( ...I Q. ~ ~~ Z.(f) ~r ~ I- lLJ V> 0:: W 0- 0:: '-" ~ ~ ~ d 0:: a to ( IN FEET ) 1 inch = 20 ft. SEC ION 15-29S-15E fP,10 " ~ JO.OAK ~ 24 "OAK ~ ""'N-,,&~.OAK " ,,&.'P " ~f ..J~." '~.... 4lJ"OAK lLJ . o P"') '0 o " o Z ,,~ ~ 42.0AK LEGEND: (5OJD :r; f tOO I"') '0'0 pp 0 00 00 ~ (/)(/) "g.rfJ 11 D... Z ::> ~ AC ADD'/. ASPH BLDG (C) C/C CBS CIP CLF CMP C/O CONC c.p.e CS (D) D/W D.B. E/P EASM EL FCM FHA FIR FN&:D FOP&:C = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plat Book = Concrete Slab = Data per Description = Driveway = Deed Book = Edge of Pavement = E asemen t = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod ct Cap = Found Nail &- Disk = Found Open Pipe &- Cap FPC FPP G.E. G.I. GV (L) LA LB I.E. LP (M) MES M. 0. L. N/C OHW O.R. (P) :t P.B. PCP PG. (s) Pkg. POC POB = Florida Power Corporation = Found Pinched Pipe = Crate Elevation = Crate Inlet = Cote Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = In vert Elevation = Ligh t Pole = Measured Data = Mitered End Section = More or Less = No Cap = Overhead Wires = Official Record Book = Plat Data = Plus or Minus = Plat Book = Permanen t Con trol Poin t = Pagers) = Parking = Point of Commencement = Point of Beginning = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of-Way = Sidewalk = SQction = Square Feet = Set Iron Rod &- Cap PSM 3747 = Storm Sewer Manhole = Set Nail &- Disk = Sanitary Sewer Manhole = Story = Top of Bank = Toe of Slope = Township = UtI7ity = Wood Fence = Water Meter = Water Valve PP PSM PVMT (R) R RCP RGE R/W S/W SEC SF SIR&:C SMH SN&:D SSMH STY TOB TOS TWP UTlL W/F W WV 1!1''].O " ,,1rP " ,,&.~O " PROPOSED F.F. ELEV.= 49.0 .~ .:> o Z N U I .R, ~ 0 10 CD tIo ~ , t) ~ 1 "",,p " "".10 " ti ~ ~ en~~ .~ Cl' ~ CD ~ ~ ~ I>> Z "I I>> :s~~ ~ 0.. ~ ~ 0 ~ '~ Z Il;ll: ~ :s:":o ~ ~: ~ . It ..., I~ '~ CIIl ~ ~ en ~ .~ ~ ~~ ~ zS" (5 ,. tIo Z WI.... I>> .......:.; ~ =~ o f "10) fIJ OJ ~ at I>> = f : o = ~ ... +++ ,,&.10 " ,,1.10 " '0 'Ii i: PROPOSED F.F. ELEV.= 47.0 o " l() " .! ,.... o o NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. - ~;.~'30"E - - - - -,,~ -,65.00'R&M - - - - - - -SIRc!tC ~ 75 89.0757" E-'64,84'" (M) - FIR&C I UNPLATTED PARCEL 165.00'R RLS 1982: I I I I 1'). ." SYMBOL LEGEND: <i = Centerline 8 = Cone Monumen t () = Fire Hydrant (- == Guide mre x) = Light Pole ~ = Power Pole I;;jjI == Water Meter ~ = Water Valve o = Drainage Manhole S = Sanitary Manhole ([) = FPC Manhole C = GTE: Manhole ([D == UftYity Manhole 10 " "", - EXIST, GRADES ,.~ - PROPOSED GRADES I.' eM " I I I I I J'),~ LEGEND 1. 78'M 2.00'R o x" PK 1.85'M 2.00' >. .0 ~ x" PAU1 1: .>0: ~ ~ u LEGAL DESCRIP nON: x" b:. OAK . x" Q1ERRY LAUREL . x' MULBERRY ex' CYPRESS LOT 1, BLOCK B PARKWOOD SUBDMSION PB. 46 PO. 38 ~o" .. ').~ .0' .. THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA ~J: ...I i a:: o ... o rn ~ & ~ 0 TilL.? ~n"\1 - iI/ii AUG " 'lom I PLANNING & DEVE - " I CITY OF ct.J~--- - ~,.. ~ . >. .0 Sheet No. . ~/-----; tj/ ../ / - ,//1// /1.;::;~~ .~ / 8" .'ft, '0./ WIt J. ,McCANN, FL P.f:. UC# 50252 1563 TURNeR5TReeT CLI:ARWATt:R. iFL 33756 rrd :Ieqfn ~O[d ~ooz vv :~z :Z~ 60 5nV paM :pa:nold d88H\lS!:J8llIH\SlVld\:0 :ap::l :r: -l ~ >- CXl III W W ~ I- ~ I I I I ~2~ ~ " ~8 ;;; ;;i FND R /R SPK ~ ~ I N/E CORNER or S/E 1/4 I OF S/E 1 14 OF SECTION I 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST FND PINELLAS COON TV DISK N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E Vl :> w -l w o l.lJ o o <( .. c; .i a:: 'S tl a:: I I I I ~______~____~RU~ROA~_________ . t .. ------------____ I ~ N8911 30 W 165.00'R .~' ~ a::: t~ o ooo! o ,,0 1. ~ b. .1J' .. I ~rl I rr'i CO I N I .. .... 0 z UNPL",A TIED W WEST 165t OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E 1J,,,9 . " ,,0 !J'" . ~,O . 29.8 g () W -.J -.J o rn <{ rn o a: o z <{ o w a: o I .4) l.p M'2.23' .~' FIR bb .q, 589"11' 30"E 1J.rj) 165. OO'R ~~.tJ S89'08'50"E " 164.97 M ---__________ " FIR& -------------------------il~2 ~~ tiJ .~tl " 10 ~'" W II -+ '}. I' '~ ~ I ~ '\ ~' , .. ~'cJ'I- I 24 "OAK ""YftJ I l' ,,9.,,0 .x:~~ I 'filw ~' ~ I ~~.pf6-~--o 24 "OAK @~, ,srOAK ~ A ~ I ~ ~ ~~ ~ _ 1 _ _ ....L. ~ ~ Q f8.0AK I 26.0AK - --- - - - - -...- -~~,()- - -,- - - - - - - - - - - - - tEoff- - - -- -"t - - - - ,- - - - - ~- - _ _ ~~_ 2.9'_ _ _ _~ _ _ _ _ _ _2a-~ _ _ _ _ __ --+-----~-ff----------~-- ~ ~~ \OAK , -------- -----~~;- u~ ' : , 1 ~ "t;tP .~ ~ I w, ~: ~ ~ u~ 2L~t' ..... ,1 .'tr II w IJ') .... I Vl La.. m 0 N I It) .q- .... " z .... 0 l- f: Vl (,),,0 <( w ~. J: . I- La.. ::> 0 0 0 Vl .q- " La.. .... ~ 0 I- W Vl Z <( ~ w iE ::> <( 0 D... w III Z ::::> / / PROPOSED F.F, ELEV.= 52.0 fI' Il' ~ N o N <j>.1J . .10 ~.. w .... " .... " '1-' .1J' ~ f8.OAK / / .. <::) ~ II .. .. .1, 16 f8"OAK ~ 8- 1 tl ~ ~ c ~ ~ o o -i N ~ J2-0AK 'J,.r:fJ . ~ 8 ~ (3 V) , 0'" .1. .. ~b tP' .. .; tfJ. 26.50' :i ;... ~ 000 .... 0 co N N co N 38.10' LOWEST LIVING FLOOR ELEV.= 51.64 · WELL o s PUMP ~ . TANK u. 22.30' Z <C ~ ...J <C (L ...J (J a... z ~ - 0 W <C a: c::: () (J ...J ~ ...J 0 - I tl ...J :;:; i j:: i 0 .. m Q. o .... ('oj a:: N 0 o -l IJ') La.. co . 0 ex) .00 l.lJZ~.q- ~~<"!II o ....a::...Jo I"") OLa..I-IJ')l.lJO ex) m>-1Il 110 0 .... "It:1-~:>~ .q- III 0 ~<( .... ...J wO GRAPHIC SCALE ~ J2'OAK .20 " .1 {4" K 20 0 ~ 80 I 20 I 40 I NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 ..-.. o ~ l- e( -l a.. l.lJ ~ :J .~.:.J Z III ~r ~ I- l.lJ III a:: l.lJ a.. a:: ......... ~ ~ -l 0 :r: Ii b co ( IN FEET ) 1 inch = 20 ft. SEC ION 15-29S-15E <j>.10 w ~ .JO .OAK L::,. 24.0AK 6 TKtN-,,&~.OAK w ,.5-60 w ~~ }." · '~""48.0AK l.lJ . o I"") o o b o Z ~7.70' I I _ 27.63' _ _ 28.40' --+I-__J~_____~-----------~-------------- ~ II ~-----------_~______________ ~ -~-----------:------------ > I ---------------- ~ I ~~ ~ ag ~ 8~ M~nEI 00 III ,p.'/.o A1.r:fJ .o.Jo I. x .1rV I PROPOSED F.F. ELEV.= 49.0 I I ~'I- I ~ 0 --+----------~~rnnrr~~~-~~---------------- -~----------~------------~-------------- ~ -f------~--------------- I ~ ------------------ I 24 "OAK o I '8~NE I I I I I I ~~----------: "It 6 42"OAK LEGEND: AC ADD'L ASPH BlDG (C) C/C C8S CIP ClF CMP C/O CONC C.P.S CS (D) D/W 0.8. E/P EASM El FCM FHA FIR FNMJ FOP&:C = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cost Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plot Book = Concrete Slob = Data per Description = Driveway = Deed Book = Edge of Pavement = E asemen t = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod ct Cop = Found NafY ct Disk = Found Open Pipe ct Cop = Florida Power Corporation = Found Pinched Pipe = Grote Elevation = Grote Inlet = Gate Valve = Legal Description Data = landscape Area = Corporate Certificate Number = In vert Elevation = Ligh t Pole = Measured 00 to = Mitered End Section = More or less = No Cop = Overhead Wires = Official Record Book = Plot Data = Plus or Minus = Plat Book = Permanent Control Point = Page(s} = Parking = Poin t of Commen cem en t = Poin t of Beginning FPC FPP G.E. G.I. GV (l) lA lB I.E. lP (M) MES MOL N/C OHW O.R. (P) :t PB. PCP PG.(s} Pkg. POC P08 PP PSM PVMT (R) R RCP RGE R/W S/W SEC SF SIR&:C SMH SNMJ SSMH STY TOB TOS TWP UTll W/F KM WV = Power Pole = Professional Surveyor ct Mapper = Po vem en t = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of- Way = Sidewalk = Section = Square Feet = Set Iron Rod ct Cap PSM 3747 = Storm Sewer Manhole = Set NalY ct Disk = Sanitary Sewer Manhole = Story = Top of Bank = Toe of Slope = Township = UtJYity = Wood Fence = Water Meter = Water Valve o S ..J D... Z ::) "g,rP . ..l o Z N U 'I .Il., f 0 10 4ll ... ~ . ~ ~ "8 CXl '0 W iZ "".1J w ,,!:J10 . ti ~ ,~ ~ ~i ~ Z ~ C>> z..: I j ;4ll C>> IL. Eo; ~ ~ 0 ~~ .~ .... t)) zQ:o ~ j~., ~ ~: . I" Ooot) I~ '~ 4ll ~ ~ ~ ~ '~ e t t:' CJ ~~~ ~ II) '" C>> w"'~ ~ S' o Eo; 100) II) OJ I- ~ C>> = f ~ o = CJ .. +++ ,p .10 w 110 " . w PROPOSED F.F. ELEV.= 47.0 o " It) " .! " o o NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. - ~;'~'30':- - - - - - ~ -165.00'R&:M - - - - - - -SIR&C ~ 7-5 89'07'57" E-164.84"" (M) - FIR&C I UNPLATTED PARCEL 165,OO'R RLS 1982: I I I I 1'). ". SYMBOL LEGEND: ~ = Cen terline G = Cone Monument () = Fire Hydran t (- = Cuide m"re x) = Light Pole '"U> = Power Pole (.;iiI = Water Meter H = Water Valve C = Drainage Manhole ~ = Sanitary Manhole (> = FPC Manhole C = C TE Manhole o -= ut/1ify Monhole 10 w,,!:J. .. EXIST. GRADES ,,~.. PROPOSED GRADES LEGEND 1.78'M 2.00'R o xR PN: ~ xR PAU1 l,85'M 2,00' >- .0 "i ...: ~ .c LEGAL DESCRIP nON: xR b. OAK . x R Q1ERRY LAURfl. . x' MULBERRY e x' C'1'PRESS LOT 1, BLOCK B PARKWOOD SUBDMSION PB. 46 PO. 38 4> .0' .. .0" II THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA >-:1: .0 -l ; ~ o .. o /{D) ~ (& ~ D \Y1 IT; ,rnl UUI AUG" 290t I ~ I, Pl.ANNC'N1TYG & DEVELOP; :rr s~1 OF ClEARV::g ----. >- .0 Sheet No. '1/ ' / />. c/ :.( I~-'/J...'----' 8'! It:' I! UAM J. McCANN, fL P.E. UC# 50252 1563 TURNER ,5TREET CLEARWATER. fL :33756 Ird :IaQ8l 10[d ~OOG \7V :fG :Gf 60 5nV paM :penold d88H\lSl:J8llIH\SlVld\:0 :ep:J :r: -l Q: >. m (I) w w Q: ~ ~ I I I I ~~~ ,..., " C?8 :;; ~ f"ND R/R SPK ::? ::? I N/E CORNER Of' S/E 1/4 I Of" S/E 1/4 Of" SECTION I 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST f"ND PINELLAS COON TY DISK N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E (I) -> w -' w o w o o 4( ., -> ~ w .~ Q: '> tI a: I I I I ~______~____~RU~R~~_________________________ I ~ N89.,1 30 W 165.00'R .~' ~ a:: t.~ o oo.! o .....0 1. ~ .. fJ. ~ " I I ~ ~~ I ~ CD I N I .... 0 Z UNP4.A TIED . WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E fP.lg . ,,0 fJ'J,. . p,O . 29.8 g o W ....I ....I o en <{ en o a: o z <( C w a: C I .4) l.p 1r'bf2, 23' .0,. FIR fJfJ ..~. S89.11'30"E rf>'~ 165.00'R ~'J,,'J,o S89.08'50"E .. 164,97 M --_________ .. FIR& ----------------------------- # 1982 ~~ ."J .~ ~,10 . " 4 l- I" \~ ~ I d'.. I \ B:!' "- ~ 9 ..tP' I 201 "OAK "-vi'~' I l' 19."o ~~~ I vit: &'1-' tJ I ~0,~'6"~-(> 24 "OAK ~~ "- 1Bf"OAK ~ _ ~ I ~~ C! b. _ 1 _ _ --L ~ ~ Q 18 "OAK I 26"OAK - -.....- - - - - --- --....:~,()- - -,- - - - - - - - - - - - - J}:~- - - -- -1- - - - ,- - -,p- - ~- -- - 2-~_ ~- - - -~ - - - - - - ~ - - - - -- - I~----~~----------~----------~--------- ~1' \ " 26.20' 100"fAK " " "'" lV;&O \ ~ "'" ~ I · \ ~~ ~ ~ u~ l' 2~~ w If) .... I (/) l4- en 0 N I If) ~ .... "'- Z .... 0 ~ i= (/) 0,,0 4( w ~. J: . ~ l4- ::::> 0 0 C (/) ~ l4- "'- ~ 0 ~ w (/) Z 4( ~ w J: ~ ::::> 4( 0 0... w (/) Z ::) / / PROPOSED F.F. ELEV.= 52.0 ~ I ...1, ....,. N '0 N rj).fP . ~,,10 . .... ..... .... ..... '}., ~. $5. 18 "OAK / / ... CJ C'\J II .. ... .1. ~ 18"OAK i 8- 1 tI ~ i c . o ~ '0 o ~ N b. J2"OAK ~, ,rfJ . ~ Gj Eo-. -......J ~ C; V) "- ~ .1. .. rI' .p' fJ" .p' 26.50' " .1 .'b- .. .. =t ;..... Q: 00'0 .... 0 <0 N N <0 N 38.10' LOWEST LIVING FLOOR ELEV,= 51.64 · WELL .0 8 PUMP N N · TANK 14" ~ 22.30' z <( I- ..J <( a... ..J C a.. z ~ - 0 W <( a: a: () C ..J I- ..J 0 - I tI ..J ~ u j:: .2, i 0 ... ll. .0 GRAPHIC SCALE .... N Q: N 0 o -' It'l lJ... <0 . " IX> .00 WZ,...,~ .0 ~~"'!H ....Q:-lo _ ,..., OlJ...~IOW 0 a:i O'l >- (/) II" 0 .... ...~~->~ ~ (/) 0 ~4( 0' .... -' w" b. JrOAK " .1. 14" K .20 20 0 ~ 80 I 20 I 40 I NORTH 526.00' OF THE SIE 1/4 OF THE SIE 1/4 - o w ~ ~ 4( -' Q.. ~ ~~ Z.(f) ~r ~ ~ w (/) Q: w Q.. Q: '--' ~ ~ -l d :r: Q: '0 <0 ( IN FEET ) 1 inch = 20 ft. SEC ION 15-29S-15E !p,10 . b. .JO"OAK b. 201 "OAK b. ""'N-.~~"OAK ,,&- rP . ~~ J., ~ ."T '~". 48 "OAK W t o ,..., '0 P o o z ~7.70' I I _ ~7.63' _ _ " 28.40' --+I___J~_____~-----------~-------------- ~ .. ~------------~-------------- ~ -~-----------:---------------------------- I l'}.fJ ~,. Mt1?1l; : I I I I "J'l. I ~ 0 --+----------~~mnrr~~~-~~~---------------- -~I----------~------------~--- ~ ----------- ~ -I------~--------------------------------- I ~.,. I 24 "OAK I I I I I I I ~L---------- ~ I .. - ~;_.~.30"~ - - - - - " . ~65.00'R&M - - - - - - -SIR3tC ~ II".. CM 7-S 89.o"r57" E-164,84"" (M) - FIR&C I : UNPLATTED PARCEL 165.00'R RLS 1982: I I I I J'I-~ LOT 1, BLOCK B : PARKWOOD SUBDMSION PB. 46 PG. 38 b. 4rOAK LEGEND: AC ADDL ASPH BLDG (C) C/C CBS C/P CLF CMP C/O CONC C.P.B CS (D) D/W D.B. E/P EASM EL FCM FHA FIR FNt!dJ FOPtltC = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cost Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plot Book = Concrete Slob = Data per Description = Driveway = Deed Book = Edge of Pavement = Easement = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod tt Cop = Found Nail tt Disk = Found Open Pipe tt Cop FPC FPP G.E. G.I. GV (L) LA LB I.E. LP (M) MES M. 0. L. N/C OHW O.R. (P) :r PB. PCP PG.(s) Pkg. POC POB = Florida Power Corporation = Found Pinched Pipe = Grafe Elevation = Grote Inlet = Gate Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = In vert Elevation = Light Pole = Measured Data = Mitered End Section = More or Less = No Cop = Overhead Wires = Official Record Book = Plot Data = Plus or Minus = Plot Book = Permanen t Con trol Poin t = Pagers) = Parking = Point of Commencement = Point of Beginning PP PSM PVMT (R) R RCP RGE R/W s/w SEC SF SIRtltC SMH SNt!dJ SSMH STY TOB TOS TWP unL W/F KM WV = Power Pole = Professional Surveyor tt Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of- Way = Sidewalk = Section = Square Feet = Set Iron Rod tt Cop PSM 3747 = Storm Sewer Manhole = Set Nail tt Disk = Sanitary Sewer Manhole = Story = Top of Bonk = Toe of Slope = Township = Utility = Wood Fence = Water Meter = Water Valve c S ...J 0... Z ::) ,,&,~ . l1'~ . I,&,ZO . "g,ifJ . PROPOSED F.F. ELEV,= 49.0 ..')-.> 0 Z N - ~ .i I o .... ... 0 . 10 () e ~ ~ f) f) .. ~ ~ ~ ... m II: 'l) cno.. 1i '~ ~ ~ lD ~ lo.l I') Z .. Q) Z . I Q) :S=lD CL~" ~ o ~.. .... ~ '~ Z 11:11: ~ :5 ~ 0 It'l "'- ~: .! ..... 0 ~ ~ 0 . ,'" ~ I~ .~ It cne.. ~ IS t '" >. .~ lo.l ~ .D I;J !: S ~ 'i ~ CIJ.... oX Q) ~ 1&.1 "'!Ii ~ ~ S' 0 10) ~ tJ CIJ ~ lit Q) .. ~J: f ~ -l i Q: III 0 ... 0 = 0 I;J '" +++ >. Sheet No. o 18"pfNE ll.rf> . .s,10 . ,,6.10 II l1.10 . PROPOSED F,F. ELEV.= 47.0 NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. 1'). .,. SYMBOL LEGEND: Cf. = Cen terline G :=I Cone Monument o = Fire Hydrant (- = Guide Wire x:x = Light Pole C'Q., = Power Pole ~ = Water Meter H = Water Valve o = Drainage Manhole S = Sanitary Manhole ([) = FPC Manhole C = eTE Manhole <<) = UtIlity Manhole 10 ..s. _ EXIST. GRADES ..~- PROPOSED GRADES LEGEND 1.78'M 2.00'R o x" PH:: ~ x" PAU1 1.85'M 2.00' LEGAL DESCRIP TlON: x" [). OAK . x" CrtRRY LAUREL . x' MULflfRRY e x' C'l'f'RfSS .01> .of .. THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA " 00 ~ @ ~ 0 ill C€JnI1 AUC i. ZOO1 II ~ JI '..-' ! PlANNING & DEVELOPt,.~; 1>Jl. svcsl CITY OF CLEARW ,- R .0 ?J;:1;;;~),-- ,lj ~,., 31y?~ C.(', WILUAM' J. McGANN,FL P.f.. UC# 50252 1563 TURNfR STRff.T CLfARWATf.R.fL ,33756 Ird :IBqel ~OId ~ooz ~~ :~z :Z~ 60 onV paM :panold d88H\lStl8llIH\SlVld\:0 :ap:l AC ADD'L ASPH BLDG (C) C/C CBS CIP CLF CMP C/O CONC CP.B, CS (D) D/W DB. E/P EASM EL FCM FHA FIR FN&D FOP&C LEGEND: = Acres = Additional = Asphalt = BUIlding = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plot Book = Concrete Slob Data per Description Driveway = Deed Book = Edge of Pavement = Easement = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod &- Cop = Found NaIl &- Disk = Found Open Pipe &- Cop 29.8 I I I I ~______~____~RU~ROAD__ I N89.11' 30"W I 0::: t-~ ~ :::2: ,..., - 010 .0 ~~ ,...,~ .... ~ 1 1 1 1 ~FND R/R SPK 1 N/E CORNER OF S/E 1/4 1 OF S/E 1/4 OF SECTION 1 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST / .6.d / :::!: .:c:! a::: 0 0 c:i 10 <:::) .6.~' C"J II :: ~ ~ Gj e.... -.........J ~ (3 ~ VJ GRAPHIC SCALE 20 0 ~ FPC FPP G.E. C.I. cv (L) LA LB I.E. LP (M) MES M. 0. L. N/C OHW o.R. (P) :t PB. PCP PC.(s) Pkg. POC POB 80 20 I I 40 I ( IN FEET ) inch = 20 ft. = Florida Power Corporation = Found Pinched Pipe = Grate Elevation = Crate Inlet = Cote Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = Invert Elevation = Light Pole = Measured Data = Mitered End Section = More or Less = No Cop = Overhead Wires = Official Record Book = Plot Data = Plus or Minus = Plot Book = Permanent Control Point = Page(s) = Parking = Point of Commencement = Point of Beginning SYMBOL LEGEND: <t G 6 c- O ~ ~ .... @ ~ (() ~ ~ = Centerline = Cone Monument = Fire Hydront = Guide mre = Ugh t Pole = Power Pole = Woter Meter = Water Volve = Oroinoge Monhole = Sonitary Manhole = FPC Manhole = GTE Manhole = Utility Manhole PP PSM PVMT (R) R RCP RGE R/W S/W SEC SF SIR&C SMH SN&D SSMH STY TOB TOS TWP UTlL W/F WM WV Ql ~ o 'to) ~ ~ Ql E o ~~ ~ FND PINELLAS COON TY DISK N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E --------'65.00'R------------ 1 1 a::: ~ I ,.., 10 I N 1 0 f-- - U W ---.J ---.J 0 (f) <( (f) 0 0::::: 0 ~ 0 Z j <( 0... C) Z .... <<> ::> a. W 0 l <<> 0::::: ~ ~ C) c . 0 UNPLATTED WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E 589.11' 30"E 165.00'R ,flI'l'I ) S89.08'50"E 164.97'M "- "- \ ~ \ \ )... .6.'1.'; "- ~ 'v 0 N N ,\ (~/ .6.'1.'1. fiJ "- "- .... .... r--.. r--.. .6.'~ \ ~ ~ 0 ~ , N .6.,'1. N N " "- 0..<,- 0 0 .6.,9'.6.'1.1' .... .... ..0 '" ~fl FIR&C # 1982 .6.'1.) w L{) .... I (/) lL. O'l o N I L{) v .... ;- z o I- ~ (/) u <( w w (/) I I- lL. :J 0 o (/) v , lL. .... o I- W (/) Z <( ~ w I I- l- (/) :J <( 0 w (/) / / .6.1 4' \ .6.'1.'; .6.1-';' \ "- "- 24.00' .6. 4i ~ 1 STY \ 0 MASONRY 0 0 0 "- v v \ N N "- 24.00' 26.50' 26,20' .6.';0' .6.'1.) :::!: r--.. a::: 00 '0 O'l 0 L{) 0 N 10 N I';' 38.10' · WELL 22.30' o EI PUMP 0 N 0 N · TANK .... N ,20 N ALUMINUM SHED .00' w :::!: 0 <( I"') a::: 0 lL. 00 0 .... >-.... N 1-0 V (/)O'l :20' .... "It: .6.,;9' 0 O'l r-ri 1 .... 28.40' ALUMINUM SHED ~CTION 15-29S-15E = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of- Way = Sidewalk = See tion = Square Feet = Set Iron Rod &- Cap PSM 3747 = Storm Sewer Manhole = Set NaIl &- Disk = Sanitary Sewer Manhole = Story = Tap of Bank = Toe of Slope = Township = Uftlity = Wood Fence = Water Meter = Water Valve 14 ,...., 0 W l- I- <( ...J 27.70' a... w >- .6.,;o,:to. :J ....J Z (/) ~I :J 0 w 5 . 27.63' I- w 0 (/) a::: I"') w a... 0 a::: '--' 0 u ~ 0 ....J 0 ....J 0 Z I a::: 0 to 90.58' 3=3= : . \00 01"') '00 00 00 00 (/)(/) NORTH 524.00' OF THE S/E 1/4 OF THE S/E 1/4 .6.,& , .6.,/-0 .6.,i .6.'; .6.'{ o ~ ...J 0... Z ::> u ,il, 0 .... Q. . 0 ~ ~ .. O:l ~ .<-> ~ Ql ~ ~ CI} ~ O:l ~ .~ ~ Ql Ql ~ .~ tl) ~ ~ 011' 0,9' 0'0' od LEGEND 15.29' SIR&C S89.,1'30"E 165.00'R&M SIR&C ~FCM- - - - -S-~07'57"E-,64Jj.f(...)- - - - - - - - - -Ai. - - - - - - - - - - - FIR&C-f 1 / 165,OO'R RLS 19821 1 1 1 UNPLA TIED PARCEL 1 1 1 : LOT 1, BLOCK B : P ARKWOOD SUBDIVISION PB. 46 PG. 38 NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. 3.78'M 4,OO'R o x~ PINE ~ x" PAU'1 3.85'M 4.00 x~ LEGAL DESCRIP TlON: 6 OAK . x" CHERRY LAUREL ex' MULBERRY e x' CYPRESS THE SOUTH 260.00 FEET OF THE NORTH 524.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA FILE u: I ()1-t7~ ~ Sheet No. urveYlng, Inc. Ronald L. Hughe$, . Professional Suryeyor:' & Mapper No. 3747 State of Florida . Date of Survey: 1 /22 /2001 en ~ a:: ... ..... II: ~ Q :s ~ Cl. o Ii ~ Z ~lll :s ~ to) It~ II:~ ~~ . ... ~ ~II: en I Q a:: I to) o III >- III r-. ..... .. ~ ~ I ::> ... r-. en ~ ~ II)~ "" hr-. · lQev 1lQr-. Il;\.. h. en II) ~ f5 lk ..... IlQ ~ II: C> Cl z ..... ev ev - .. >- m 0'1 C o 'in '> Ql a= ~ o o o z >- W > 0::::: ~ (f) W (f) 0 0.- 0::::: ~ 0.- ---.J <( - U w <<> 0.- :;:; t= (f) 4) t> .s:. VI 1O III ~ to) to) o Z N "0 I .il, ~ 0 Q. .>t- o o m v 'ii ~ .... o , N <<> N ..., ~ .... >- .0 V Ql .>t- U <<> .s:. U ~I ....J i a::: o .... o >- .i:J V <<> C 0- in <<> Iid 'Ieq8l ~O[d r002 172 :017 :LO 80 A8f'i UO~ 'penOld M-JnSJH\SlVld\G8P::J AC ADD'L AsPH BLOG (C) C/C CBS CIP CLF CMP C/O CONC C.P.B. CS (D) D/W D.B. E/P EAsM EL FCM FHA FIR FN&D FOP&C LEGEND: = Acres = Additional = Asphalt = BUIlding = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plat Book = Concrete Slob = Data per Description = Driveway = Deed Book = Edge of Po vemen t = Easement = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod &- Cap = Found NaIl &- Disk = Found Open Pipe &- Cap ~ FND PINELLAS COUN TY DISK 1 1 1 I ~FND R/R SPK I N/E CORNER OF S/E 1/4 I OF S/E 1/4 OF SECTION l,5-29S-,5E ..., I I a:: ~ri I ~ I N I CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST I I CJ C'\J II ... ... "'- ~ LJ e.... -.j j ~ ~ GRAPHIC SCALE 20 0 ~ FPC FPP G.E. G.I. GV (L) LA LB I.E. LP (M) MEs M.OL N/C OHW OR. (P) ~ PB. PCP PG.(s) Pkg. POC POB 80 I 20 I 40 I ( IN FEET ) .neh = 20 ft. = Florida Power Corporation = Found Pinched Pipe = Grote Elevation = Grote Inlet = Gate Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = Invert Elevation = Light Pole = Measured Dato = Mitered End Section = More or Less = No Cop = Overhead Wires = Official Record Book = Plat Data = Plus or Minus = Pia t Book = Perm an en t Con trol Poin t = Pagers) = Parking = Point of Commencement = Point of Beginning SYMBOL LEGEND: <l EI () c- O 'lli [jjjI ~ @ ~ ~ ~ <0> = Centerline = Cone Monument = Fire Hydrant = Guide mre = Ugh t Pole = Power Pole = Water Meter = Water Valve = Drainage Manhole = Sanitary Manhole = FPC Manhole = GTE Manhole = Utl7ity Monhole PP PSM PVMT (R) R RCP RGE R/W S/W sEC SF sIR&C SMH SN&D ssMH STY TOB TOS TWP UT/L W/F UM WV = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of- Way = Sidewalk = Section = Square Feet = Set irOn Rad &- Cap PsM 3747 = Storm Sewer Manhole = Set Noil &- Disk = Sanitary Sewer Monhole = Story = Top of Bank = Toe of Slope = Township = UtlYity = Wood Fence = Water Meter = Water Valve '"' o W t- t- <( ...J 0- w >- ::> ...J Z Vl ~I ~ t- w Vl a:: w 0- a:: '-" u ...J ...J I (;:11-I 29.66' LEGEND o x" PINE ~ x" PAU1 3,8S'M 4,00 x" 6 OAK . x" Q1ERR'r' LAUREL . x' MULBERRY e x' CYPRESS 29,8 I ~ o 0::: o (0 ~ ~ ,..,' 010 .0 .... ~ ,..,,.., ,..,,., .... .... I 1 1 1 ~______~____~RU~ROAD___________________ 1 N89'11'30"W 16S.00'R - - - - - -- I 0::: t-~ UNPLATTED 1 1 12,23' FIR I)~ ;) b.Z)'/ 1 \ "" / \ ~ / \ ~ \ WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E . 1.i'~1'l ~- S89'11'30"E 589'08 SO"E 16S.00'R 164.97'M FIR&C # 1982 / ')." b.Z) " ~ , \ <&,. b.ZZ~" "- b.''J \ ~ t'" .... ~ ~ ~ ~ ~ d b.'\ ~ ~" 0..<,- A:> A ,9'b.Z1' " ~ ~ -------\:~~-------~~----------~;---------- b.,4' \ "II 26.20' " 24.00' ~ Ai b.4z' a 1 STY ~ \ 0 MASONRY g \ ,,~~ " ~ N o N I / .- r-.... r-.... b.,i / ~ .:d 0::: o o ci (0 b.~' b.Z) \ "'" 24.00' 26,SO' · WELL .0 EI PUMP ~ . TANK o ~ r-.... 0::: IX) a Ol 0 If) ci N (0 N J. ,). 38.10' - 22.30' o -.- N N r-- , .20 ALUMINUM SHED I.~,. o b..;} b.,e , b.zo b.'z' 27.70' IT b.)O,,:t6' ,.00' w ~ o <( ,., ~ IX) ~ >-.- t-O VlOl o o N V , .20' o Ol b 27.63' ~ ~ I") ..... '-- a ---------- o o o z .... "It: b.)9' 28. 41~\ /- / ALUMINUM SHED .. ~_~1l~-------~ ~--------------~ ~ 90.S8' 1 .00 :10 b ~~/ t / .~ ~ ~) (I( uur~ ~ n ! ! I o'{ _ PROPOSED LOT LINE (TYP) ------------------------------------------- 0,9' 0,6' od lS.29' SIR&C S89'11'30"E 16S.00'R&M SIR&C ~FCM- - - - -ql~7'57-E-1648~ (M)- - - - - - - - - -Ai. - - - - - - - - - - - FIR&tf I / 16S.00'R RLS 19821 I 1 : UNPLA TIED PARCEL : ! LOT 1. BLOCK B : P ARKWOOD SUBDIVISION PB. 46 PG. 38 N/E CORNER OF THE S/E 1/4 OF SEC, 15 -29S-15E w If) .... I Vl u.... Ol o N I If) '<t ~ )- z o t- ~ Vl U <( w ~ Vl t- u.... ::> 0 o Vl '<t u.... )- o t- W Vl Z <( ...J w I t- t- Vl ::> <( 0 w Vl o ~ :3 a... z => NORTH 524.00' OF THE S/E 1/4 OF THE S/E 1/4 b.'{ ..jECTION 15-29S-15E o ~ ...J a... Z => 3.78'M 4.00'R o z <( ~ C) a. l W ~ 0:::: ....... ~ C) c it o u .2, o a: NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. LEGAL DESCRIP TION: THE SOUTH 260.00 FEET OF THE NORTH 524.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Cornerstone Engineering & Surveying, Inc. C1~f_JJ. Q..... ~i,. Ronald L. Hugnes ~, ", "/ Professional Surveyor & Mapper N'o'. 13'747 State of Florida I., (, ,\\ . Date of Survey: 1 /22 /2001 o I- U W ---.J ---.J o (f) <( (f) o 0:::: . CJ ~ ...... lO ~ ~ '2 '2 .. t)) ~ .~ ;:J) l/) ~ Ql 0::... 10.1 la: ~ ~ Q ~ ~ ~ ~ Il. C1) o~.. z ~~ ~ ~ ~ _\I lli .. ~ la:~ ~.. . ~.. ~la: l/) I Q 0:: I ~ o CD >- CD1\. 10.1 .. ~ ~ I :> ... ~ l/) :::... fI) ..... E..1\. . III ~ Ill1\. 11:.... ~ . l/) fI) ~ f5 ~ 10.1 III ~ la: C) q Z 10.1 ~ ~ ~ .. t)) ~ .~ ~ Ql Ql ~ .~ t)) ~ ~ Ql ~ o '400) ~ ~ Ql E ~~ ~ ~~QL Sheet No, >. m en c o 'iii 'j> Q) 0:: Q) o o o z >- W > 0:::: ~ (f) w (f) o CL 0:::: ~ CL ---.J <( U W :!CL i=(f) <<I Cl ~ o Z N .... .... .~ I o .... a: 0 -" o o lD '0 Q; i;: .- o ......... N Cl N ............. ~ .... >. .a '0 Q) -" u Cl .s= U ~I ...J i 0::: o ... o >-. .a '0 Q) C C7' iii ~ Ird 'Iaqel :jOld ~002 C;V :90 :C;~ 90 il8f'j uo~panOld MJnS8H\SlItld\08P::J :r: -I 0:: >- m t/) w W 0:: ~ ~ I I I I ~2~ ,.., - ~8 ;;; ;;:; F"ND R/R SPK ~ ~ I N/E CORNER OF" S/E 1/4 I OF" S/E 1/4 OF" SECTION I 15-29S-15E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST F"ND PINEllAS COUN TV DISK N/E CORNER OF" THE S/E 1/4 or SEC. 15 -29S-15E t/) :> w -I LU o W o o <( I I I I ~______~____~RU2ROA~_________________ 1-" N89""30"W ,-------- OJ'!1' 165.00 R l ~ 0::: t~ ., :> 3 W 'in 0:: 'S Q) ~ o CX)~ o ,,0 1. t:b' .. '0. tfJ. I I ~ ~n I ,..; CO I N I .. .... ci z UNP~.A TIED . WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15- 29S-15E ~."O " Ffl,,,9 . ~,o . 29.8 g () W -l -l o C/) <{ C/) o a: o z <{ C w a: C I . tP l.,fJ M2.23' .OJ FIR '0'0 .OJ. S89'11' 30"E rp,~ 165. OO'R ':J~.'J.o S89'08'50"E ., 164.97 M __________ " FIR& ------------------------------ 1/ 1982 ",'0 .fr .. ~ -1-t' " 10 ~..' " -\. l- I " '~ ~ I tP-... I \ ~. " .. tfJ~'" I 24 "OAK ~~Oj I l' "9,,,0 ~~~ I '/it.. " is'),' 'b" I ~1:41'f6.D(-(} 24.0AK @~" 18f'OAK ~. ~ I ~ ~ ~ ~ _ 1 _ _ -1L _ ~ ~ Q 18.0Al< I 26"OAl< --- - - - - --- - -......: ~.()- - -,. - - - - - - - - - - - - 'b;o/;- - - - - - "t - - - - ,- - -.0- - ~- - - - 2..~_ .:.-1:4'_ _ _ _~ _ _ _ _ _ _28.~ _ _ _ _ __ --\.-----~-~----------~ ~ ~~ \~ -,,--------- -----~~;- 14"fAl< " " ~ I "I,f;tP' ~ ~ , 42 "OAK W II) .... I (/) I..L. m 0 N I I/') '<t .... " Z .... 0 ~ r= (/) () <( ~,,,o W :r: " ~ I..L. :::> 0 0 C (/) '<t I..L. " ~ 0 ~ W (/) Z <( - W ~~ 0.. W (/) Z ::> / / PROPOSED F.F. ELEV.= 52.0 ~ I ...1, ;,. N rp,rp . o N .10 ~1' " .... " - " ",' tfJ. Gl fa "OAK / / ... .1, ~ 18"OAl< C:J C'\J II ... ... i ~ 1 Q) ~ i c ~ "- '0 o ..,.: N 6 ,]2"OAK ':J"rfJ . ::t: Gj ~ -.J ~ G lr) " 0'" .1, .. r!> .p' fl .p' ,. tfr .0 1. 25r~t 26.50' " .1 ." " .. .2 " 0:: IX) '0 .... 0 CO N N CO N 38.10' LOWEST LIVING FLOOR ELEV.= 51.64 · WELL '0 8 PUMP ~ . TANK u. z <( I- ..J <( a.. ..J C 0... Z t- - 0 rt) u.J <( a: a: () C ..J I- ..J 0 - I .!! ..J i ~ i 0 .. m 0.. '0 .... N 0:: N 0 o -I I/') I..L. 10 , C ex:) .00 LU Z ,.., '<t ~~"!II '0 ....0::-10 I") OI..L.~I/')LU '0 cO Ol (/)" C 0 .... ....~ ~:>~ ~ (/) 0 ~<( 0' .... -l wC GRAPHIC SCALE 6 .JrOAK .20 " .1 20 0 ~ eo 1 20 I 40 I 14' NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 ....... o 1LI ~ ~ <( -I a.. ~ ~~ Z~(/) ~f ~ ~ LU (/) 0:: LU a.. 0:: 'ooJ ~ ~ ~ 0 :r: 0:: '0 10 SEC ION 15-29S-15E Ffl,10 " 6 JO'OAK ~ 24.0AK ( IN FEET ) 1 inch = 20 ft. 6 11+fN-~?AO"OAK " ,.Pr60 . ~., 'i ~ .'?- ...t{/' . .... 4IJ"0AJ( LU . o I") '0 o b o Z 7.70' 4. '0 m I rri _ 27.63' _ _.- 28.40' --+I___J~_____~------------~-------------- " ~------------~-------------- _..l___________: I ---------------------------- I 1 "'') ~fI;' N~Tl; : I I I I "''), I ~ 0 --+----------A~murr~~~-~~---------------- _..l_________ ~_ ~ I - -------------~-------------- -I------~------------------------- I ~ -------- I 24.0AK I I I I I I I ~L__________ ~ I ., - ~89'~'30"- - - - - -., _ -165.00'R&M - - - - - - -SIR&:C ~ 7 S 89'07'57" E-164.84'"' (M) - FIR&C I UNPLATlED PARCEL 165,00'R RLS 1982: I I I I 6 42.0Al< LEGEND: ~ ~ r coo 01") DC 00 C . , 00 00 t/)(/) S "g,rfJ " ..J 0.. Z :;) ~ AC ADD'L ASPH BLDG (C) C/C CBS CIP ClF CMP C/O CONC C.PB CS (0) D/W D.B. E/P EASM El FCM FHA FIR FN&:O FOPt!tC = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plat Book = Concrete Slab = Data per Description = Driveway = Deed Book = Edge of Pavement = Easement = Elevation = Found Concrete Monumen t = Fire Hydrant Assembly = Found Iron Rod &- Cap = Found Na/~ &- Disk = Found Open Pipe &- Cap = Florida Power Corporation = Found Pinched Pipe = Grate Elevation = Crate Inlet = Cote Valve = legal Description Data = landscape Area = Corporate Certificate Number = In vert Elevation = Light Pole = Measured Data = Mitered End Section = More or less = No Cap = Overhead mres = Official Record Book = Plat Data = Plus or Minus = Plat Book = Permanent Control Point = Pagers) = Parking = Point of Commencement = Point of Beginning FPC FPP G.E. G.I. GV (l) lA lB I.E. lP (M) MES M. 0. L. N/C OHW o.R. (P) :t PB. PCP PG.(s) Pkg. POC POB PP PSM PVMT (R) R RCP RGE R/W s/w SEC SF SIRt!tC SMH SN&:O SSMH STY TOB TOS TWP unl W/F w wv = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of-Way = Sidewalk = Section = Square Feet = Set Iron Rod &- Cap PSM 3747 = Storm Sewer Manhole = Set Na/~ &- Disk = Sanitary Sewer Manhole = Story = Top of Bank = Toe of Slope = Township = UMity = Wood Fence = Water Meter = Water Valve ,p,rf) ,,1.if> . ,,&,~O . PROPOSED F.F. ELEV.= 49.0 ....,.~ ci Z N U I' .1., ~ 0 10 co to. ., ., . () ~ o la"PlNE J "".rp " ~ ~ .~ : ~= I .'t Ql j~~ Ql A." 't ~ o~'t '~ -,.. """ z 11:0 ~ j3., ~ tI: ~ . I" -..,) I~ 'S ~ co; .~ 10.1 !'II"" 10.1"" ~ zS" (3 'A" Z .,'-' Ql W"':a: ~ S' o .. "to) II) OJ ... lit Ql = f It o = ~ .. +++ "",10 " ,,6,10 " ,,1.10 " '0 V G: PROPOSED F.F. ELEV.= 47.0 - o " II) " .! " o o NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. 1'" .,. SYMBOL LEGEND: ct = Cen ter/ine G = Cone Monument o = Fire Hydrant (- = Cuide mre 10 = Ugh t Pole C'th = Power Pole [jjI = Water Meter H = Water Valve o = Drainage Manhole S = Sanitary Manhole () = FPC Manhole C = C TE Manhole o = Utility Manhole 10 " "", - EXIST. GRADES ~~- PROPOSED GRADES LEGEND 1. 78'M 2.00'R o x. PI'E ~ x. PAU1 1.85'M 2.00' >- .D i: ~ ~ ~ LEGAL DESCRIP nON: x. /:). OAK . x" CtfRRY LAlffi. . x' MULBERRY e x' C'1'f'RfSS LOT 1, BLOCK B PARK WOOD SUBDMSION PB. 46 PG, 38 4> .0' " .0" .. THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA l;:r: -I ~ 0:: o .. o >- AUG 2 n 2001 PLANNING & DEVELOP/v:ENT SVCS CITYOFClEARW^,TER Sheet No. . '~~ "-Y?/:./ // / // ~> / .J' ./ / L'?# ~",''--- ,y;/~ f I . UAM J. McCANN, FL. P.f., UC# 50252 1563 TURNeR STReeT' CLEARWATf.R, FL 33756 rrd :t9Q8l 40Id ~OOZ vv :~z :Z'f 60 5nV paM :panold d8JH\lStlJllIH\SHld\:0 :ap::i r----------------------------------------------------------------------------------------------------------------------------------------------------, I I I I HILLCREST GARDENS LEGAL DESCRIP TION: THE SOUTH 260.00 FEET OF THE NORTH 524.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUN TY, FLORIDA NOTE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEDICATION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, WHETHER GRAPHIC OR DIGITAL, THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THA T MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. NOTE: THIS IS A SINGLE FAMILY DEVELOPMENT. CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST 18' l- I- <( -I a... >- -I (/) => W 0 60 :> I => z w w a:: > a... w <('-" 0 I-I~ I") (/) . w 0 0 a:: . 0 U a:: 0 -.J - Z -.J 0 I <D .. c:::> ~ ::11 ......... Gj -.....J ~ V) CERTIFICA TE OF APPROVAL OF COUNTY CLERK GRAPHIC SCALE ST ATE L,. FLORIDA ) ) ) JO 0 ~ SS COUNTY OF PINELLAS I. Karleen F, DeBlaker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this Plat has been examined and that it complies in form with all the requirements of the Statutes of the State of Florida pertaining to maps and plats, and that this Plat has been filed for record in Plot Book page€) of the Public Records of Pinellas County. Florida, this day of , 2001, A.D.. at a.m./p.m. Karleen F, DeBlaker, Clerk Pinellas Coun ty, Florida By: Deputy Clerk DEDICA TION The undersigned hereby certifies that it is the owner of the above described tract of land hereby platted as HILLCREST GARDENS and that it grants to the City of Clearwater, a political subdivision of the State of Florida the right to use the utility and drainage easements as shown, III ~ ( IN FEET ) 1 inch = 30 It. Witness Owner: Greg and Rosa Sollectio Print Name Rosa Sollectio Witness Print Nome Rosa Sollectio PRELIMINARY PLAT PREPARED BY: <6. ~or-nersto-ne E-ng'i-neer'i-ng & S-urvey'i-ng, ~ ENGINEERS. SURVEYORS · LAND PLANNERS ~ 1822 DREW STREET SUITE 6 -- CLEARWATER, FLORIDA 33765 PH. (727) 447-1763 OR 446-4364 JO I 3.85'M , FND PINELLAS COUNTY DISK 1 N/E CORNER OF THE S/E 1/4 .fl:::~ 1 OF SEC. 15 -29S-15E ~~+ ~....; ~I") FND R/R SPK .....~ NVE CORNER OF S/E 1/4 10 S/E 1/4 OF SECTION 15-29S-15E ACKNOWLEDGMENT I 1 L _ _ _ _~ DRUID ROAD 1 - -N8911~6"W - - - - - 165.00r- - - - - - - t~ STA TE OF FLORIDA ) ) SS ) 1 L____________________________________________________________________________________________________________________________________________________~ COUNTY OF PINELLAS UNPLATTED I hereby certify that on this _ day of A.D" before me a Notary Public in and for said County, personally appeared, GREG SOLLECITO AND ROSA SOLLECITO. to me known to be the persons described in and who executed the foregoing dedication and they acknowledge the execution thereof to be their own free act and deed. , 2001 - w ~~ ~ ~ (/) ,.., lL.~ r-; 0 I 1")1 Ui <D ~..... , N , r_______~DRAINAG~EASEMENT___________ :Q I (/)1- <(u I Ww I(/) I 1-lL. o I LOT 1 60 ~ ~\(I q I Ofa:;tf C7 V (/) ~ <D I ~..... I- , I w (/) ~I ~<( o <( -.J~ o w r--------'-RAINA-AMNT----------- ~s ~ d ,- N89'1~30"W _ ~ E.RAINAG~ EASEMENT_ _ _ -.J 65.00_ _ _ _ _ ~ ~ => ~I wi 01 ~I ~I 01 .0 I .....1 ~,Jv o I I I I I I WEST 165' OF S/E 1/4 OF S/E 1/4 SECTION 15-29S-15E My Commission Expires: Notary Public State of Florida at Lorge o w ~ :) n.. z :::> CERTIFICA TION OF APPROVAL OF CITY COMMISSION t/' I',~-~ It is hereby certified that this plat has been officially approved by the City of Clearwater, Pinellas County, Florida this day of 2001, A.D. LOT 2 o o o <D N City Manager o o o o NORTH 524.00' OF THE S/E 1/4 OF THE S/E 1/4 SECTION 15-?QS-15E o w ~ -I 0- Z :::> I, Ronald L. Hughes, of Cornerstone Engineering & Surveying, Inc, maker of this plat, do certify that it is 0 true and correct representation of the land platted and this plat complies with the requirements of Chapter 177 of the Florida Statutes, and I further certify that this plat meets all material, in composition, required by Florida Statute 177.091,subsection 1a & 1b and that on the 26TH day of APRIL, 2001 the Permanent Reference Monuments (P.R.M.'s) were in place, as shown hereon, and Permanent Control Points (P.C.P.'s) will be placed within one year, as required by law, and that the survey data complies with all requirements of Chapter 177. - - - - - - - -50-DRAINAGE EASEMENT - - - - - - - - - -- L _ S89i..!. 30!. _5' DRAINAGE EASEMENT 165.00 ------------------- I I I o ~O~ Ui I L o I"') o o .0 00 ~(/) o Ui SURVEYOR'S CERTIFICATE LOT 3 ([ ~5t>tf o ( o/r -------~DRAINAGE~SEME~----------- ~ _N89'1~30"W _S~DRAINAGE~ASEME~ _ 165.00 ---------- I I I ~tJ o I Ui I L ~ &$rJ~ V \ o o o Ui LOT 4 - - 9'11' 0,0- ~ DRAINAGEEASEMENT-,- -.- - - - - - - - FCM - -7- -S-89'07'57'Jr E 164 84;-IM)- - - - - - - -- 1 . \M FIR&C 4.00'R 1 UNPLATTED PARCEL RLS 19821 1 I 1 LOT 1, BLOCK B : I P ARKWOOD SUBDIVISION I PB. 46 PO. 38 Signed this 26th day of APRIL, 2001 3.78'M 4,OO'R Cornerstone Engineering & Surveying. Inc. Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida Date of Survey: 1 /22 /2001 LEGEND: G = FOUND CONCRETE MONUMENT (FCM) . = SET CONCRETE MONUMENT (SCM) . = SET IRON ROD & CAP (SIR&C) REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES. DATE I'nc. Florida Registered Surveyor and Mapper Registration Number _______ SHEET 1 OF ZONING LI'l1 J) (1, MINIMUM BUILDING SETBACK - FROM - z.~r_o~ > '- t7~ (1~CJ~ Clq'.o"'/ STREET SIDE REAR L,. ~ ",,;tI)t. - f cJ ' 4,). """-'. 510'/ =rdI8q8l ~or ~002 2~ :20 :90 gO t\8f'j u0f'1P8~~oId l:J8llIH\SlVld\:0 .81 AC ADD'L ASPH BLDG (C) C/C CBS CIP CLF CMP C/O CONC CP. B. CS (D) D/W DB. E/P EASM EL FCM FHA FIR FN&D FOP&C LEGEND: = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out Concrete = Condominium Plat Book = Concrete Slab = Data per Description = Driveway = Deed Book = Edge of Pavement = Easement = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod &- Cap = Found NOI~ &- Disk = Found Open Pipe &- Cap CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST CJ C\J II .. .. -- ~ G.j h -...j ~ Cj V) GRAPHIC SCALE 20 0 ~ FPC FPP G.E. G./. GV (L) LA LB I.E. LP (M) MES M. 0. L. N/C OHW OR. (P) I PB. PCP Pc. (s) Pkg. POC POB 80 1 20 I 40 I ( IN FEET ) ch = 20 ft. = Florida Power Corporation = Found Pinched Pipe = Grate Elevation = Grate Inlet = Gate Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = In vert Elevation = Light Pole = Measured Data = Mitered End Section = More or Less = No Cap = Overhead Wires = Official Record Book = Plat Data = Plus or Minus = Plat Book = Perm an en t Con trol Poin t = Page(s) = Parking = Poin t of Commen cem en t = Point of Beginning SYMBOL LEGEND: <t El () c- O '0..> ~ ~ @ ~ It> ~ (Q) = Centerline = Cone Monument = Fire Hydrant = Guide Wire = Ugh t Pole = Power Pole = Water Meter = Water Valve = Drainage Manhole = Sanitary Manhole = FPC Manhole = GTE Manhole = UtIlity Manhole PP PSM PVMT (R) R RCP RGE R/W S/W SEC SF SIR&C SMH SN&D SSMH STY TOB TOS TWP UT/L W/F WM WV 29.8 = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of- Way = Sidewalk = Section = Square Feet = Set Iron Rod &- Cap PSM 3747 = Storm Sewer Manhole = Set Nail &- Disk = Sanitary Sewer Manhole = Story = Top of Bank = Toe of Slope = Township = Utility = Wood Fence = Water Meter = Water Valve LEGEND .. 0 x PINE .. ~x PAlM .. x 6- OAK 1.85'M 2.00' . x" CHERRY LAUREl . x' MULBERRY ex' CYPRESS .~ ~ ,.., - 0\0 .~ ;;;..... ,..,~ I I I I ~______~____~RU~ROAD____________ I N89'11'30"W 165.00'R - - - - - - - - - - -- I (Y: t~ . ffJ49 UNP~.A TIED . WEST 165' OF S/E 1/4 OF S/E SECTION 15- 29S-15E 1/4 040 . ..,v '0'0 ~q. ~.(p 165.00'R 164.97'M o '},.o ..,... .~~ S89'11' 30"E S89'08'50 E / / ) I l- I "- \1 ~ 1\ ~ i \ 24 -[;;K "- "- I 49.,,0 ~ d\.~ ~ 0 ~ I \4 x 6 .:J"- " x 7" ~ x ..".1 . 16 16-0(t''''O 24-0AK t" " "" 18j"OAK ~ a ~ ~~~-M.~-j-----j~~~~------------------____ _ ____ "-~.6. ~ ~------------~~ -------- I \ --___________ -~-----~-~---------- I \ ~ --------------------- ~ \-OAK "- O-[;;K 26.20' 14-fAK "- 24.00' I ~ 1 STY I roO \ ~ MASONRY g ~ ~~ I \ 42 "OAK "- ~ I "- 61 26"OAK I I 38.10' I I I I I I I I I l7.70' f 4.20' I a I ~ tn.63' ..... 28.40' -,---- ~ / --------------------------- =~====~======~============================ I I 01 M't1?TlE I I I I I I -4----------~~~rnurr~~~~-------------------- -~---------------------------------------- -1---------------------------------------- I 6 I 24 "OAK I I I I I I I I SIR&Q: / 6 18 "OAK / ~ 0:: o o N \0 N 6 18 "OAK 14- iAK 26.50' 22.30' · WELL "0 D PUMP N N · TANK LOWEST LIVING FLOOR ELEV.= 51.64 o 14" K ...... N 0:: N 0 o ...J lL. .20 Lf'l to , () lXi .00 W Z rr)o<t- ~~"'!II o ~0::...J0 ,..., OlL.l--lOw 0 OOOl V)II()O ~ >-w.<( N ~I-- 3: >0:: v V) 0 ~<( ~...J w() ~60 x 49...,0 4D'ZO . 41 gO . ~'},.o . 44.~ 4'j.10 x 10 "D' 15.29' S89'11 '30"E 165.00'R&M 7 S 89'07'57" E UNPLATTED PARCEL 164.84"" (M) -8 165.00'R FIR&C I RLS 1982' I I I I I LOT 1, BLOCK B P ARKWOOD SUBDIVISION PB. 46 PO. 38 FIR&C # 1982 SIR&C ~ I I I I ~FNO R/R SPK I N/E CORNER OF S/E 1/4 I OF S/E 1/4 OF SECTION I 15-29S-15E FND PINELLAS COUNTY DISK N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E I jrl I ,.., \0 I N I ...,0 IjJ' . 'jZ10 x W Lf'l ..... I (/) lL. Ol 0 N I Lf'l v ..... .......... Z ~ 0 I-- ~ (/) () <( ~.AD w I I-- lL. :J 0 0 0 V) V lL. .......... ~ 0 I-- W V) Z <( :J w I I-- I-- V) ::> <( 0 Q.. w V) Z => ..".90 . ~ " 0:: 00 0 o \0 N N to N NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 'j0. x ~rc ION 15- 29S-15E 3: : . \00 9!"l 00 00 bb 00 V) V) o ~ ...J Q.. Z => '" 0 W I-- I-- <( ...J ~ CL W >- :J ...J Z V) ~I ::> 8"OAK 0 w 5 . I-- W 0 V) ~ ,..., W CL 0 0:: "--" 0 () ~ b ...J 0 ...J 0 Z I 0:: a to 49~ x ~ 41.10 x 1.78'M 2.00'R NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. LEGAL DESCRIP TlON: THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Cor~one ~Engineering & Surveying, Inc. ~4(.-cf< Ronald L. Hughes Professional Surveyor & Mapper No. 3747 State of Florida 0 I- - U W --.J ~ 0 (f) <C (f) 0 0:::: 0 Z <C .. C) t> 0. W 0 ~ t> 0:::: 0 "'- C) .. t> C . 0 - o .2, o .. a. , o ~ ..... . t)) ~ .~ ~ en ~ ~ 0::... ~ ~ ~ ~ ~ ~ ~ ll. CI) o~.. z ~ lD j ~ "'.. ~ lit ~ II;~ ;:!:.. ,..,. .... .. ~J ~ II; '~ en I I) l 0:: I I'l (' 0 lD ~ >- lD" ~ ..... .. ~ ~ ~~ '~ en S" t)) fI)~ ~ ~" ~ . fIIl~ r~l fill " "" 11:.... (.; . en fI) ~ 15 ~ ..... fill ~ II; C) ~ z ..... '" = .. ~ ~ o ;.l OJ ~ ~ f ~~ ~ Sheet No. ,.; m It) c o 'in 'j; CD 0:: -.! o o 6 ~z >- W > 0:::: => (f) w (f) o 0.- 0:::: => 0.- --.J <C U w ~O.- i=(f) t> t> m o Z N lC) lD " '" '" - ~ o I .~ ~ .. 0 a. .>< o o m '0 1) i;: ~ o .......... N t> N -.......... 8 ..... >. .D '0 CD .>< o II .c U J;I ...J i 0:: o o >. .D ( - (7l -n ~Aft... - 'll' J ,~_ Date of Survey: 1 /22 /2001 ~~~~~~Qf.~NTSVCS ~WATER lid [eqel '40[d IrdI8q8l 'lord ~002 9E '92 '21 02 Inr n~lP8'l'lOId ^8nSOH\lS80llIH\SlVld\ :oaI[~ J LEGEND: AC ADD'L ASPH BLDG (C) C/C CBS CIP CLF CMP C/O CONC CP. B. CS (D) D/W DB. E/P EASM EL FCM FHA FIR FN&D FOP&C = = Acres = Additional = Asphalt = Building = Calculated Data = Covered Concrete = Concrete Block Structure = Cast Iron Pipe = Chain Link Fence = Corrugated Metal Pipe = Sanitary Clean Out = Concrete = Condominium Plat Book = Concrete Slab = Data per Description = Driveway = Deed Book = Edge of Pavement = Easement = Elevation = Found Concrete Monument = Fire Hydrant Assembly = Found Iron Rod &- Cap = Found Na/~ &- Disk Found Open Pipe &- Cap CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST CJ C\J II .. .. -- ~ G.j h -...j ~ Cj V) GRAPHIC SCALE 20 0 ~ FPC FPP G.E. G.I. GV (L) LA LB I.E. LP (M) MES M. 0. L. N/C OHW o.R. (P) I PB. PCP PG.(s) Pkg. POC POB 80 I 20 I 40 I ( IN FEET ) ~ h = 20 ft. = Florida Power Corporation = Found Pinched Pipe = Grate Elevation = Grote Inlet = Gate Valve = Legal Description Data = Landscape Area = Corporate Certificate Number = In vert Elevation = Light Pole = Measured Data = Mitered End Section = More or Less = No Cap = Overhead Wires = Official Record Book = Plat Data = Plus or Minus = Plat Book = Permanen t Con trol Poin t = Page(s) = Parking = Poin t of Commen cem en t = Point of Beginning SYMBOL LEGEND: <t = Cen ter/ine El = Cone Monument () = Fire Hydrant C- = Guide mre o = Ught Pole '0..> = Power Pole ~ = Water Meter ~ = Water Valve @ = Drainage Manhole ~ = Sanitary Manhole It> = FPC Manhole ~ = GTE Manhole (Q) = Utility Manhole 10 x 4!'1. = EXIST. GRADES ~~= PROPOSED GRADES PP PSM PVMT (R) R RCP RGE R/W S/W SEC SF SIR&C SMH SN&D SSMH STY TOB TOS TWP UT/L W/F WM WV 'o~ ~'b' ~ 29.8 ",'0 ~'b' ~ 'b~ ~1. ~ 0" ~1 ~ 0,'0 ~'O. ~ ,..... o W l- I- 4: ...J 0... ~ ~~ Z~(/) ~f ~ I- W (/) ~ W 0... a::: '-" u ...J ...J I = Power Pole = Professional Surveyor &- Mapper = Pavement = Radial Line = Radius = Reinforced Concrete Pipe = Range = Right-of-Way = Sidewalk Section = Square Feet = Set Iron Rod &- Cap PSM 3747 = Storm Sewer Manhole = Set Na/~ &- Disk = Sanitary Sewer Manhole = Story = Top of Bank = Toe of Slope = Township = UflYity = Wood Fence = Water Meter = Water Valve 3i o a::: a 1.0 1'" ~,. LEGEND o x" PINE ~ x" PAlM 1.85'M 2.00' x" 6- OAK . x" CHERRY LAUREl . x' MULBERRY ex' CYPRESS ~o1' ~ I I I I ~______~____~RU~ROAD________ I '0'0 N89'11'30"W - - -165.00'R - - - - - - - - - - -- !~9' (Y: t~ I .gi l- ~ I "- \1 ~ 1\ ~ I \ 'b~ I d "- V 9 .. ~'b I 24 "OAK ~')ry I l' 4940 3~~~~ I ~? \d'x il l I d,o, 16"~"'O 24 "OAK ~~ "- 18j"OAK ~ a ~ I ~'O ~ ~~ 6 -t,~---~\~---------- -,-------. ~-----~~;- 14rK \ "- 24.00' I A'rP \ J, ~ I ~. "- \ 42~AK l7.70' f 4.20' I .0 Ol I t') tn.63' " 28.40' =:===J~___ ~------------~-------------- I .. --~---_________~______________ -~-----------~---------------------------- I ~~? ~ M't1?Tl; : I I I I "", I ':J. ')~ 0 -4----------A~rnurr~~~~-~~~---------------- -~----------~- ~ I ------------~-------------- -,------~------------------ I Y>~ --------------- I d" I 24"OAK I I I I I I I I I 1~ ~'b' ~ x ffJ49 UNP~ATIED WEST 165) OF S/E 1/4 OF S/E SECTION 15- 29S-15E 1/4 40 ..,Z. x I () 1 ~ ~rof2.23' FIR '0'0 ~o,. ~., 090 ~. .OO'R 164.97'M o ZO ..,v S89'11' 30"E S89.08'50"E / / PROPOSED F.F. ElEv.= 52.0 ':q. N ~.ffJ x .10 x". / ",' ~'b' g. 18 "OAK ~ " / ~ ~ o o N \0 ~ ~1 ~ 18 "OAK 'b~ ~'O. ,~ ~'b' ~o 1 2~~t "- ~1 ~'lr .. 14" io'IK 38.10' · WELL a EI PUMP N N · TANK LOWEST LIVING FLOOR ELEV.= 51.64 22.30' o \\ ~1 u" K ~ N a::: N 0 o ...J U"'l lL. \0 , 0 oj 00 W Z I"") '<t ~~NII o ~a:::....J0 . I"") OlL.I-U"'lw 0 IX)0l (/)1100 ~ "'I::~w::>4: N (/)~~~ '<t ~....JWO 6 42-0AK .20 6 32"OAK ~fP . Tk 6 ffi-,AO"OAK . J J Iei'" ). .. a"OAK W . o I"") a o o o Z 4D'ZO . 41rP . "aZO PROPOSED F.F. ELEV.= 49.0 ~') ~".> .. o 18f>INE 44.~ x 4~10 x 1,610 x PROPOSED F.F. ELEV.= 47.0 S89' 1'30"E 165.00'R&M '!.o, ~o. I ~. .. 1 1 I I I }~ 7 S 89'07'57" E"'648"'-(M) UNPLA TIED PARCEL -- 165.00'R .. LOT 1, BLOCK B P ARKWOOD SUBDMSION PB. 46 PO. 38 ~~ I"") - 0\0 .0 ;;;~ ,..,~ ..... ..... ~~ '.\~f. o N " a o '<t N 6 32"OAK 26.50' 6 30 "OAK 6 24-0AK FIR&C 1 RLS 19821 1 I 1 I 1 ~ FND PINELLAS COUN TY DISK 1 I 1 1 ~FNO R/R SPK 1 N/E CORNER OF S/E 1/4 1 OF S/E 1/4 OF SECTION 1 15-29S-15E N/E CORNER OF THE S/E 1/4 OF SEC. 15 -29S-15E I ~~ I ", \0 1 N I ,:} ,0 ..,Z10 x f2 - o W ...J ...J o CJ) <( CJ) o a: o z <( CJ w a: CJ FIR&C # 1982 W U"'l ~ I (/) lL. Ol o N I U"'l '<t ~ , ~ Z o I- ~ (/) U ~ t*40 I- lL. ::> 0 o (/) '<t lL. ' o I- W (/) Z 4: ~~ 4: 0 W (/) o ~ j 0... Z => ~ Q. o l t) ~ ~ c . o ,\.rP . ::E " ~ IX) a ..... 0 \0 N N 1.0 N NORTH 526.00' OF THE S/E 1/4 OF THE S/E 1/4 ~ <C ..J a.. ~ en w a: () ...J ...J - I S~C ION 15-29S-15E ~v x ~ ~ : . \00 01"") '0'0 00 00 00 (/)(/) o ~ ...J 0... Z => u .2, o ... a. 49.rfJ x ~ 41.10 NOTE: THE PURPOSE OF THIS SURVEY IS TO PROVIDE A SUPPLEMENTAL SHEET SHOWING EXISTING CONDITIONS FOR PLATTING OF THE ABOVE PROPERTY. SIR&C 1.78'M 2.00'R LEGAL DESCRIP TlON: . o ~ .. ~ ~ ~ ~ en 0-. '~ ~ ~~ ~ Z 't Ql Z II! I '\\ <IIIC.. 10 ... -l i:-. ~ Q..:"'I:'t '~ 0 Ilill: ~ ~ 11:0 ~ ~ l'- ~o, ~ u~ · I" I~ 't en 10-. ~ ~"" L..I "" ~ ~~ ~ 11)'- L..I "':t =ll, ~ II) lit ill II: c:. "" "" III .. ~ '~ ~ .~ ~ Ql ~ o 10l rI) ~ Ql t o f.J +++ THE SOUTH 262.00 FEET OF THE NORTH 526.00 FEET OF THE EAST 165.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Sheet No. UC# 50252 1')1 I. ~,~ I ... ) illl Uj PLAN, I ....J a::: >- lD (/) W W a::: I- (/) ::> W ....J W o W o o 4: en . c > 0 W 'Vi a::: '5O CD Q: o IX).! o ,,0 ~ 6 z z <C ..J a.. o z - o <C a: o ~ o ~..J i= t) ., Gi 6 Z N U I .2, ~ 0 a. lQ 10 tI- 0, 0, '" o o lD '0 'i1 i;: ~ o , U"'l , t) " '0 o >- .0 '0 CD '" U CD .s::. U ~I ....J i a::: o ... o >- .0 '0 ., c 2- en ., Ird[aq8l ~O[d fOO( 6E :aOf O( Inr nlHpanOId d88H\lStJJllIH\SlVld\oap::i