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FLS2003-08044 (2)• ~ FLS2003-08044 720 ELDORADO AVE Date Received: 8/20/2003 BOLLEA, LINDA ZONING DISTRICT: LMDR LAND USE : RU ATLAS PAGE: 258A ~~ I I ~Y~I D ~ AUG 2 0 2003 CLWCoverSheet 72U Eldorado Avenue and the distance from street right of way. A. Looki~North on Eldorado Avenue at g chazacteristic neighboring setbacks. C. Neighboring front setback. - See additional photos supplied by applicant 720 Eldorado Avenue FLS2003-08044 ~_~;~, '. t _ .e ~. I I 1 • • • • r~ u • FROM : Architectonics Studi~ FAX N0. 7273196172 .~ s A 5 GED/>,~ 51-1 KL ~~ ~~ I~I~ CEDA£~ 31-1h~.~& p~ ~ G>rDAT.? SNAICE3 Aug. 19 2003 09:52AM P2 A~1ED GABLE a~`pRAtICJnt BY dUtnl)`R 12 Im GARL+GE f~~ ~ CEI7At~ Ss~A1C~8 ~~~~~ -- . ~ ~ ~~ ~1 GEUAR 9F-+AKES ~~~~ FROM,: Architectonics Studi i ' FAX N0. 7273196172 12 a~~ ;~I II • Aug. 19 2003 09:53AM P3 ~~~~ 3GAL~: I/8" a {'-fd" ~~®~ • • SITE DATA TABLE ITEM - E~CISTING REQUIRED PROPOSED I~ sEZe.. , 6;600. , 5;000 6;600 # of dweifings. 1 1 1 # ~f°parl~ing epasee 1 2 2 ISR fl.66 0.65 0.62 W.O. 2982.1 SECTION 5, TWP. 29 S., RGE. 15 E. SPECIAL PURPOSE SURVEY PINELLAS COUNTY„ FLORIDA TO SHOW LOCATION OF PROPOSED CONCRETE DRIVEWAY r~ L LEGAL DESCRIPTION: - LOT 6, BLOCK 2, MANDALAY, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGES 32 THROUGH 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BLOCK CORNER FOUND DRILL HOLE O O (V LOT 7 BLOCK 2 8" CONC. WALL FND. X-CUT 8' CONC. WALL (WITNESS) ~ ~ Q' P ~ t 7s.42'(c) oa75 ~ cOr}~.. 79.83 M 0 ' ~ ~ 56.2 CONC. RAMP ~ . . X a,~ a o LiJ ~ o of _ ~ STEPS CONC ° ~ ' z ~ . a 6.0' #720 ~` ~ ~ v ~ a LOT 6 ~ Q . 2 STORY '` ' 0 z Q o BLOCK 2 ~ MASONRY ° ~ : RESIDENCE w ~ o ° ~° ~~ ~ a~ m c0 az d. a ~ti o ~ 3 18" CONC. SEAWALL ~ ~ r7 2 U' d ~A l G ~ , tS ' 3' PVC FENCE RQ ~ . 50.3 ' ' ' ~ a ' M colvc. ° 181.sa'(c) 12 0 . ° 80.18 " " BEACH LB#4493 8" CONC WALL (WITNESS) . LOT 5 BLOCK 2 LEGEND P.O.C. P.O:B~ (D M {C PG.(_) O.R. R ( ) R fIFIEO TO: ~ C LINDA do TERRY BOLLEA E CIP SMH M.E.S. r.o.B. T.O.S. G = Point of Commencement = Point of Beginning = Dato per Description = Measured Data = Calculated Oata = page (s) = Official Record Book = Plot Book = Radial Line & Direction = Radius = Delta Angle = Top of Curb = Edge of Pavement = Cast Iron Pipe = Storm Sewer Manhole = Mitered End Section = Top of Bonk = Toe of Slope = Gutter - .Q FLOOD STATEMENT: THIS STRUCTURE APPEARS TO BE IN FL000 ZONE "AE"(EL=12') do "VE`(EL=13'), ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 125096 0007 0 MAP REVISED DATE AUGUST 19, 1991, PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DRAWN BY J.V.E. I DATE' Auqust 1B, 200.E CHECKED BY D.J.E. I ~C~`CA4E.- 1 " j'~2o' /OB NO.: 2982 (SHEET 1 o f 1 1822 D W ,,, CLEARWATER, FL 33765 ~~, PHONE: (727) 734-0929 ~~ F.I.R. =Found Iron Rod & Cap F.P.P. =Found Pinched Pipe F.O.P. =Found Open Pipe de Cop P.C.P. =Permanent Control Point F.C.M. =Found Concrete Monument S.I.R. =Set Iron & Cap L.S. ,~ 2865 LB = Corporate Certificate Number P.L.S. = Professional Lond Surveyor CS =Concrete Slab CONC. =Concrete S/W =Sidewalk ~ ~ =Centerline , R/W =Right-of-Way N/C = No Cap C.B.S. =Concrete Block Structure G.E. =Grate Elevation G.I. =Grate Inlet I.E. =Invert Elevation WM =Water Meter a 0 0 0 N FND. X-CUT cO ~9S~pRlvl ~ ~ e S ,, s.o' 2.5' 20.4' . ~~ Q1dC~ .ORI,~E. ' 10.1' 8.0' ~ 8"Pal' ~~ :n O 1~ FCM 4"x4' N U. ° a i Z O U c~ .. ° m O_ U U Z O U (V 0 (V II w J Q U N c n w ~ . Za Z ~"P d m ~ ~ > ' ~ ~. cc G Q_ °a ~ } ~. a \ O ~ ° - oa . ~ .. U 0 0 'Q O z. c0 ~ ~~° 0 ~ V Q ~I Q, 1.1 ^.. -10 .1°~~ , a e' (] °~ °, D/W =Driveway M.O.L. =More or Less +/- =Plus or Minus (more or less) AC =Air Conditioner C.P.B. =Condominium Plot Book D.B. =Deed Book PP =POWER POLE WV Water Valve SSMH =Sanitary Sewer Manhole FPMH =Florida Power Co. Manhole Pkg. =Parking L/P =Light Pole OHW = Overhead Wires FHA =Fire Hydrant Assembly LA =Landscape Area C/C =Covered Concrete EI =Elevation CMP =Corrugated Metal Pipe RCP =Reinforced Concrete Pipe GV Gote Valve I, DENNIS J. EYRE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFY THAT - THE SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SURVEY- AND SKETCH ` ~~ -.,;- ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTJ<F~Y.:<r•; ~ F! ~ i J, "'jw;., THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN SECTION;R;1~~.027, ,. '%~,, 3~.,,_ FLORIDA STATUTES (OR RULE CHAPTER 61G17 ., F.A.C.) S ' ``T?~~.:~ `~'. ~,a,. UNLESS SEALED WITH AN EMBOSSED SEAL. '~~ • ~~-' ° r'. ' A~,i ~.~, ~ ;,~, • ~ ,~ t= ;, -.c D J. EYRE, P.L. REEG.'No.`2865~ f,,; ,-<o s= ` - ~'~ v t D TE: August 18, 00 ,~ -~ ~ ` `a ~ ~ "' ~`~ ~,,, a ~+ r n) ..0 6,` GEODATA S STEMS ;,~ ~~C:~:~~~~~~~~-~"•~~ RE ST SUITE 8 ~~~`''°`°~~~ :W:O.'~2982.1 SECTION 5, TWP. 29 S., RGE. 15 E. SPECIAL PURPOSE SURVEY PINELLAS COUNTY, FLORIDA TO DETERMINE ADJACENT HOUSE TIES TO PROPERTY LINE LEGAL DESCRIPTION: LOT 6, BLOCK 2, MANDALAY, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGES 32 THROUGH 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 9.9' RESIDENCE 10.0' N M 10.2' RESIDENCE .10.2' LOT 7 BLOCK 2 w ~- J FND. X-CUT ~ s" CONCO WALLA FND. X-CUT (WITNESS) ~ ~ Q' P ~ 175.42'(C) .. ~ ~ cord.. 9.83 M ~:~ ~9. ~ r ~ h 56 2' co k e~pRIVE U CONC. RAMP ~ . ° ~6'• W ~ o ~ :. - °' s.o' _ ~ STEPS CONC ° ~~ z ~ . ~ a 6.0' #720 7"Palm ~ ~ ~ ~ a LOT 6 ~ ~ ° ~ 2 STORY '` O ~ z Q BLOCK 2 ~ MASONRY °' W ~ o a ~ RESIDENCE 10 1' LL a k m ~ cG e ~ ~ . °. 0 . 8.0' . j ¢ 3 18" CONC. SEAWALL ~. "~ ~ 8"P lrr - a ?6 ' ~~ 3' PVC FENCE S7 ~ 50.3 ,~~ 181.s8'(c Q o?12' d ~ ~ ~ Q 80.18' M coNC. ° u' ~O FN&D /" ~ ~ OA(P) "BEACH L8#4493" (WITNESS) e" CONC. WALL FCM 4"x4' LOT 5 BLOCK 2 i f~r~~nin w z J ~- I- 0' W 0_ O_ ~. U.~ Z 'O c.5 ifT ° a c °I e d z ° .o'. °~ ~ a °~ o_ ~ . °~ © a. , O ~ ct~ ~ ? . o • b d: -10.1° ' ° ~~d' a n° a. 0 N u w J Q U m o- U U Z 0 U (V WI W Q O ~ Q o ~ ~ O OI LLJ f P.O.C. ~ Point of Commencement F.I.R. =found Iron Rod do Cop D/W M O L =Driveway - Mare or Less P.0.8. = Paint of Be innin G e F.P.P. = Found Pinched Pipe . . +/- =Plus or Minus (more or less) ((D)) saip an ~ Data pu D F.O.P. -Found Open Pipe & Cop AC =Air Conditioner (M) =Measured Data P.C.P. =Permanent Control Paint P B C = Condominium Plot Book (C =Calculated Data F.C.M. =Found Concrete Monument . . . D B =Deed Book pG s ( -Page (s) S.I.R. -Set Iron k Cop L.S. B 2865 . . , ~ 0 =Official Record Book L8 =Corporate Certificate Number PP =POWER POLE . P B Plot Book P.L.S. = Professional Land Surveyor ~ = Water Valve . . (R) -Radial Line do Direction CS =Concrete Slab SSMH Sonitory Sewer Manhole R CER11FlE0 TO =Radius CONC. =Concrete FPMH =Florida Power Co. Manhoe : a =Delta Angle S/W a Sidewalk Pkq. L Porkmg -Light Pole LINDA & TERRY BOLLEA C =Top of Curb ~ =Centerline d~W =Overhead Wires E =Edge of Pavement R/W =Right-of-way FHA =fire Hydrant Assembly CIP =Coat Iron Pipe N/C = No Cop LA =Landscape Area SMH =Storm Sewer Manhole C.B.S. = Concrete Block Structure C/C =Covered Concrete M.E.S. =Mitered End Section G.E. =Grate Elewtion EI =Elevation T.0.8. T of Bank = oP G.I. ~ Grote Inlet CMP =Corrugated Metal Pipe ~ y _ ~ " ` T.O.S. =Toe of Slope LE. =Invert Elewtion RCP =Reinforced Concrete Pie ~ , ; ` , ; P ~ G 'Gutter WM =Water Meter GV . , , ,,' ~ '..,M - Gote Valve ;ir.~L 996 i kn f a t.f P! /a ~ °~. I, DENNIS J. EYRE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFY; ~FIAT~' - I ~''~ " ~ ` fsE~ A[d!~ S GCIMay, -%~ ~ •, THE SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SURVEY' " '' ' ~' FLOOD sTATT_MENT: •~ ~•. EA_ ~Y : ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER.:~ER1~FY t ~ ~ THIS STRUCTURE APPEARS TO BE IN FL000 ZONE 'AE"(EL=12') ' "47'~~02~'; ,;; r s~, '^.. THAT THIS SURVEY MEETS THE MINIMUM TE ICAL STANDARDS IN„SECfi "' ~ VA~f t `°" 'i U ), ACCORDING TO THE FLOOD INSURANCE RATE MAP do "VE"(EL=13 P REVISED z e D M`n y. FLORIDA STATUTES (OR RULE CHAPTER 6 17- 6..., F.A.C.) SURVEY• ~ -=- `'~ ~ COMMUNITY PANEL NUMBER 125096 0007 D MA PROVIDED BY THE FEDERAL DATE AUGUST 19 1991 UNLESS SEALED WITH AN EMBOSSED SE wW ~ `• ~~. L~J F'~ "fa , , EMERGENCY MANAGEMENT AGENCY. w ~, y ~, . . t r,,~„ ~~ r~~ ~`L No~~~S~T~ F~' ~~a" `'~ P.L. FL ,EG ~ D S J. EYRE , , ''~y,~r. '' o a~~' ,~/ ., s ATE: August 18 003 ~'~ f~ V E J GEODATA SYSTEMS INC~:~"°~`~~~~.'~``:~~ . . . DRAWN BY DATE.. A~9~st ~B 200.3 1822 DREW ST. SUITE 8 CHECKED BY D.J.E. scacE.• ~° = 20' ,,, r ~ ; FL 33765 CLEARWATER , , • sHEEr, ar, PHONE: (727) 734-0929 ~~ ./oa No. 2se2 W.O. 2982.1 SECTION 5, TWP. 29 S., RCE. 15 E. SPECIAL PURPOSE SURVEY PINELLAS COUNTY, FLORIDA TO SHOW LOCATION OF PROPOSED CONCRETE DRIVEWAY LEGAL DESCRIPTION: LOT 6, BLOCK 2, MANDALAY, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGES 32 THROUGH 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. sTr~ ~~~ O U W LL. J !~ V Cz7 O 2 ~ z W N ~ -- ~w ~ J Q~ Q_ ~ Q Q3 175.42'(C) _ ~ U `~ Q o W m FND. X-CUT (WITNESS) ~~~~ ~~. ~p~ CONC. RAMP CONC. STEPS LOT 6 ~ } BLOCK 2 ~ o 18" CONC. SEAWALL 3' PVC FENCE 181.68'(1 x•:!,4.(1 ,-''i "BEACH LB#4493' (WITNESS) } 1 1 (1' / ~ j i 8" CONC. WALL LOT 5 BLOCK 2 LEGEND ~ FCM 4"x4" N U.a Z 'n a a b e Za 7"P rrl ~ ' 'a ~ . . • ~ o_° ' b. y ~ ~1a.Q ° oa . - ~ ..U ~ Z. ~ ~ < U `Q d: -10. ~': I ., "° q an e, m O_ U U Z O v CV 0 (V II w J Q U v7 ~I (.1.~ Q ?~ O ~ Q o LLJ P.O.C. =Point of. Commencement F.I.R. =Found Iron Rod & Cop D/W M O L =Driveway =More or Less P.0.8. D) =Point of Beginning = Doto per Description F.P.P. F.O.P. =Found Pinched Pipe =Found Open Pipe 6t Cop . . . +/- =Plus or Minus (more or less) ~M) =Measured Dato P.C.P. = Permanent Control Point AC =Air Conditioner (C =Calculated Data F.C.M. =Found. Concrete Monument C.P.B. =Condominium Plot Book PG s ( = Poge (s) S.I.R. =Set Iron & Cap L.S. ~ 2865 D.B. =Deed Book . 0 .R. =Official Record Book LH =Corporate Certificate Number PP =POWER POLE '` P B '"~' = Plot Book P.L.S. = Professional Land Surveyor WV = Water Valve (R) Rodiol Line & Direction CS =Concrete Slab SSMH = Sonitar Sewer Manhole Y ' ' R =Radius CONC. =Concrete FPMH =Florida Power Co. Manhole 0 =Delta Angle S/W =Sidewalk ~ L nP r RTiFF iFD T0: C =Top of Curb ~ =Centerline L = ight ole LINDA do TERRY BOLLEA E =Edge of Pavement R/W =Right-of-Way OHW =Overhead Wires CIP =Cost Iron Pipe N/C = No Cap FHA =Fire Hydrant Assembly SMH =Storm Sewer Manhole C.B.S. =Concrete Block Structure LA C/C = Landsca a Area =C dpC t M E S =Mitered End Section G E = Grote Elevation overe oncre e . . . T.0.8. =Top of Bonk . . G.I. = Grote Inlet EI CMP =Elevation =Corrugated Metal Pipe T.O.S. =Toe of Slope I.E. =Invert Elevation RCP =Reinforced Concrete Pipe G =Gutter WM =Water Meter GV =Gate Valve 1, OENNIS J. EYRE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTI,F'~'''THAT - a •,~ '~=; ` THE SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SUR~Y;`~iNO SKETCH-f .:~ ';-, FLOOD STATEMENT: ARE .ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER, CERTIFY '~ ~~~ '':; ' - THIS STRUCTURE APPEARS TO BE IN FLOOD ZONE "AE"(EL=t2') " " ' 'F» -, ' THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN SECTIODh3~472.;027w M~ " ' ~~ ), ACCORDING TO THE FLOOD INSURANCE RATE MAP de VE (EL=13 . FLORIDA STATUTES (OR RULE CHAPTER 61G17 .., F.A.C.) S ~ ~ ~' ~ F '`'` s COMMUNITY PANEL NUMBER 125096 0007 0 MAP REVISED PROVIDED BY THE FEDERAL DATE AUGUST 19 1991 ~, ., ~ h. UNLESS SEALED WITH AN EMBOSSED SEAL. , ', ._ k ~s ,. ; :. 4 , , EMERGENCY MANAGEMENT AGENCY. ,r _ .r, rte. "'' '-M1s . t ¢. s k~.S,; . a f ^ r a.i D J. EYRE, P.L. R,EG = No ~ ,2, 865 i~~` ,~ t,~ , ~ , D TE: August 18, 00 ~ ~ ~ ~~ 5 ^ f' ..~'y .s .y; J V E .. ,'j"V~L ~., r.. "1~ . GEODATA S STEMS IN~~~ ~ ~~~~~~~'~ . . . DRArYIVBY.• DATE' August 18, 200.E : 1822 DREW ST. SUITE 8 CHECKED BY.• D.J.E. SCALE.• 1" = 20' r ~ ~ CLEARWATER FL 33765 ; , , 2982 /OB NO SHEET 1 of ~ PHONE: (727) 734-0929 ~~ .: g ~~ e V 56.2 a ,~ ~j~.a cD ~ of a ' ~ 6.0' a LOT 7 a BLOCK 2 ~ 0 0 (V 8` CONC. WALL FND. X-CUT 1 ~ O~~P 1 " CONC. WALL~~ r !1 ~ BLOCK CORNER FOUND DRILL HOLE O O CV ' o . _. , - ri #720 . p•~ofsOSEn ` 2 STORY ~ grv~.;DRwE. MASONRY °' ~' ~~ ~ ~ ~ " RESIDENCE 10.1' 8.0' ~ ~8"Palrr ~~ 50.3' a cn ~ ~Q' U uZ d '° a0 ~ O M U' n AR ~