FL01-06-23 (3)
FL 01-06-23
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DRAINAGE CALCULATIONS
SITE AREA X 3/4w '"" X
16.100 SF X 0.0625' = 1.006.25 CF
... Copy
Av.'.ab"
SWALE wAw = 420 CF
SWALE wBw = 320 CF
SWALE wcw = 440 CF
1.180 CF
(PROVIDED)
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SAWCUT AND REMOVE
EXISTING CURB & SIDEWALK
W/NAll
SECTION "A"
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RRS S SIDE
Utp 3530 042835
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SECTION "c"
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SECTION "B"
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EXISTING METAL POLES~
TO BE REMOVED
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DOLPHIN POINT
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WOOO DOCK ANI> PlUNGS
BOAT SUPS TO BE
ClEO BY O!HERS
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SIGHT TRIANGLE
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tllllCATn 'fIIAT .MJ., KCMItO
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'WITHAT COtIITItVCTIOII '1
AUTltOltIZID TO .CO..cIlCI.
PREPARED FOR,
,
............
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I
FLORIDA DESIGN CONSULTANTS, WC.
ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwol.r FL. 331~9
Tel. (121) 124.8422 ' Fax. (121)124-8606
ROGER LARSoN '
c/oJohnson, Blokely, Pope. Bokor. Ruppell 8 BiIt"..
911 Chestnut Sf,.et
Clearwoter. Florida 33757
TEL (727) 461~1818 FAX (727) 441"$617
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I f- I s" DlA. STEEl BOU.ARDS~III- I
I I CONe. FlU.ED (m>,) I
:~ P 12' 'r.:.1
I CLEARANCE lAIN, " II
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~ DROP PIN HOlE (m>)
\.. SYoING GAlE (:)
DUMPSTER ENCLOSURE
P~AN
1. AI.1. IlA1ERIAlS AND CCiN$lR\JCl1ON SHAI.l. BE IN ACCORDNIC( .lH lItE lIOAE
SlRlIIGDtr lEaiNlCAl SPEClflCAllONS F-S FOUND II lHE SlANDAIID SPEClf1CAlKlNS Of
lHE OlY Of CLEARWA lEII OR lHE CONlllACl DClCUlIENlS F-S PMl'MED BY FlORlOA
DESIGN CONSUllANlS. INC. SPEClF1CAlJ.Y I'OR lHIS PRO.ECT,
2. 1HE.AJRlSDICT1ONAl AGENCY I'OR lHIS PRO.ECT IS 1HE OlY Of a.EARWATER.
3, lHE lOCAlION Of EXlSllNG Ul1IJlIES AN: _AlE F-S $HOllIN ON lHE PlAHS AND
IT IS lItE CONlRACTllRS RESPONSIIlIlITY TO "'-,___ lHE EXACT lOCAllON Of lItE
Ul1IJlIES PRIOR TO CONSTRUCllON II lHEJR _lY,
4, lHE CONlRACTOR SHAU. USf: _ I AOPRl" lE IlEASURES TO PAE'otNT EIlOSION AND
lRANSPORT Of SEIlIIIENT IlA 1ERIAI. TO 1NU:lS. SURFACE DR-. lAKES NIO WEllAND
AREAS. lHE CONlRACTOR SHAI.l. USf:.S1RAW BALLS. SLT BAllRlElIS OR 0lHER APPROPRlAlE
IlEASURES TO IIIl1GAlE AD'iIERSE "ACTS TO ElOSllNG SURFACE WAlEII QUAlJlY.
5. lH[ CONlRACTOR IS TO CONlROL AU. fUGlll1of: OUST ORIGINA lING ON lHE PRO.ECT
BY WA1ERING OR 0lHER IolE1HOOS F-S REQIMRED,
S. NO DEIIlIS SHAI.l. BE Al.l.OIIIED TO ENlEII lHE ElOSllNG SANITARY AND STORII S'ISlDIs.
7, AIlatlEClURAl IIlFORIIA liON PROWlED BY SPENCER ARQ4IlECT$.
ll. IlACI<f'UlW PllE'/ENllON ~ IotUST BE INSTAU.ED BY 1HE OlY,
.. lOCAllONS Of lRASH OUIIPSTER TO BE COOROIIAlEO WlH lHE OlY Of a.EARWAlEII
SANlTAllON DEPARnIENT.
10. SIlE lNIlSC^PlNO IIIU. BE IN ACCORDANCE WlH SECllON 42.27 Of lHE aTY Of CLEARWAlEII
lAND OE\'ElOPllENT CODE.
... lHE S1lE IS lOCAlEO lIIlH11 flOOD ZONE N:. BASE flOOD EUYAlION - 12-
PER FlOOD IIISURAHCE RAlE IlAl' COIlIIUNIlY PANEl. NO. ,_ 0007 0, IlAl' RE\lSED AUGUST 1.. .lItl,
12. S1lE UGIll1NG SHAU. BE PROWlED II CQlPUNIC( lIIlH OTY Of <UARWAlEII
CODE REClUIlEIIENlS.
.3, DRAIIlAGE I'OR ,_ l.E1IE1.S UNDER lHE IlUIUllNG IIIU. BE DIR"'l TO lHE
PllOl'06[D ORAl. S'ISlDI TO AOCOIlIIODA lE WA lEII QUAlJTY REQU, ,~lS FOR
lHE PRO.ECT,
'4, TREE REIIOY. PElUT Al'PUCAllON TO BE S\BJIITlED AT 1lIlE Of CONSlRUCllON PUH
SUllIIITTAL. '
15. OUIIPSTER ENa.OSUIlE IlA1ERIAl..S AND lXl.OR TO IlATaI lHOSE Of lHE IIUlJllNG.
LAM) tIE DATA
EXISTIMG
PROI'OS[D
REQUIRED (1IIN/lIAX)
lAND US[ PINl CATEGDIIY
ZOHlNG DISTRICT
lIH
lIIlDR
lIH
IIIIDIl
II/A
II/A
II/A
15.000 Sf IIIN. (I)
USE
VACNIT
COIIIlOIlINlUllS
LOT AREA
11,100 SF
.37 ACRES
'25(11)
120(5)
10.100 SF
.37 ACRES
125(11}
12Il(S)
LOT WIDTH (.)
HID " 1ItN.
IIIPOIYIOUS
SURFACE .
DENSITY
NO. UNIlS (ROOIIS)
..
ss.
ISR"''' IWC.
24 UNITS/ ACRt:
.
3D UNIfS / ACRE (1iIAX)
II (1iIAX)
o
SET1IACKS (3)
_ (NOR'lM) (4)
SID[ (WEST. lAST)
REAR (SOl/lH) (4)
4' (NOR'lM)
10' (WEST) . O' (EAST)
O' (SOl/lH)
25 " 1ItN.
10 "11111.
15 " ....
HlQfT
NO. cw STORIES
50FT
3D"
4
PAYED YEHICUUII AREAS
70112 Sf'
0.1._
MIA
PAIlKlIlG LOT ""t_ UNDSc:_
" CW PAY[l) YDIICIJlNl usa: AREA
SIll Sf'
III
PAIlIClIlO
> TOTAL 17
STMlOMO . "
...\fIDltAP. 1
u SPACE/UNIt
14 SPACES REQUIIlED
lQlEI
(I) y_~ TO LOT WlOnt REClUIIlDIDITS NEEDED.
(2) nooo EI.EY"~ IS 12 "
FllUIl STOllY IIJ.... ALL UlIITS 011 2IlO. 3llD AIlD 41M ft.Oll'l
PAIIICIMO AIlD STC'n:.. 011 GIlOUMD FlllOlI. V__ TO HEIlllff lJIlIT NEEDED.
(3) SPIIIlaCI ,. IlIJIoSUIID TO ,AIllClIlG LOT. POOL DECK. m:.. NOt 1II"'-D11!OS
(4) V_11OIIS TO II'iIlICIC .~_.r..t.nS 1lUIIED.
SHEET DESCRIPTION.
GRA Y DOLPHIN CONDOMINIUMS
PRELIMINARY SITE PLAN
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e{o Johnson, Blakely, Pope, Bokor, Ruppell a Bur''', P.A.
911 Cheslnul SIr eel
Clearwaler, Florida 33757 ,
TEL (727) 461-1818 FAX (727) 441-8417'
DOLPHIN POINT CONDOMINIUMS
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C1I' TWI& JIOUI!~ IT 8l-IALL _ ne 1llE8f'CiN&11S1L.1TY GIP T1-ll! CONlRACTOlIIt TO eel!! TWAT TWE ~ 16 IiINID IN ACCON)ANc::I! u.mI ALL EU!CTRICAL. CODE&.
ALL MATElttAL.& lECl!ee"lf'l' TO WIlllI! TWE ~ 8l-IALL eIE I'OJIIiINI6l-Er:> ISY T1-ll! ~0lIl
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1. ....1IllIl SItAU. lit SUl'I'IJ[JI 10 AU.IlEQUllllO lNIlSCAPED IIEAS IlEtESSAIlT 1'0 PIIDOM THE I.AIlDSl'>>lNG II A HrAL1Hl' _ CllIaIIClIl.
Z. All AIJilllIAllC 1llIlIGo\1lllIl smDI I'IlCMlllIG COIIPLE'IE WA'ltIl CCMIlAllE (100lC) RlIl L1oIIIliscAI'IIIA'ltIlW.S SItAU. IE .....o.u AIIl IlAlNfMIED AS A FW.Y FVNt1lOI.1G smDI.
J. AU. _1lllIl SYSTDIS ...-..,ob 10 THE P\BJC PlIl'AIU WA'ltIl SlI'l'lY smIlI SItAU. IIlCUIll( A lW:lCFlDIl'llMNIEII AT THE $BVItt ~1I011.
4. AU. IIlIlIQA1lllIl SYSTDIS SItAU. IE IlSJALLED so AS 10 IIIIIIIZE SPlAY 11'0II Nf'I lIII'bMOUS SIIIlf'ACE. SUCIl AS ..ALlIS AIIl PAWllIIEAS (lllW VOl.UIIE).
5. AU. 1llIlIGo\1lllIl SYSTDIS SItAU. IIICl.IIIlE A lIAlN SEIISOIl/SIlUf OfF lllVICE 10 AVOIl) 1lIlIllA1IllIlllUlllllG PEIIOO$ III SUFFICIJIY llAINFAU.
6. UIIlOGIOIllID MGATIOlI SItAU. IlOJ' IE IIISTAWD WIIIIIl THE IlIlI'\JNES III DlISlIlll 1IEES UIUSS IlllCJf PIlOJECIlOII llfASUIlES /IIIf. I'IllVIlEI).
7. If AYIiUiIU. 1lECI..... WAlta SItAU. I[ USED F\lll ~TIOlI PIJIlIIOSlS.
8. NO I'IANIING /IIIf.A SItAU. IE IIOIlE 1IWI 50' FROII A WATER lUPlY HOSE ..
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2. e.ACl<I'lLl 1llII!NCIEe lIllTIoI FINE GRANUL.AfIt MATEftlAL lIllTlol NO FOI'IlEIGN MATERIAL L.AIItiER TWAN , 112"_
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L '....IOR TO eACKFll..l.JNG. OPEN fI.E vALlIE ANI:> OI"ERATE EACIoI CflIlCUlT TO o.ECK FOIIl LEAKAGIE AlIliOI.IND F'\;C FITTINCio&. MAKE NECE&&ARY ~CTION& TO &TOP LEq'.6.
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J. \JI'IION COMI"l..ETION. Tl!eT TJ.lE ENTltllE eY6TEM FOIIl OPERATION INCLUDINCi El.ECmfCAL.L. Y ACTUATINCi T!-IE vALve. ....... fI.E eY6TEM LNTIL. W4TER I!I:GIN6 TO I"UDDLE ANl:>IOIlt ....... 0l'F TO DI: II:I'll lINE
THE INITIAL ~LE\lt ....... TIME TO DE1'1:R1N! fI.E IU'eEIIt C1I' I~TION CYCLE6 NECE&&ARY TO MEET u.EEKL. Y EV~TION RATE& FOIIl fI.E f'\..AHT MATERIAL IN6TAU..ED.
Ai8I!llUILT6
L ' tlf"ClN COMI"L.ETION C1I' 'A&-I!lUILT' D!ItAlIJINCi6.I"IIlEPAIIlE ~E1lt CIoIAIItT& - ONE f"ElIt ~ER. INDICATE IN TIolE OlAIIrT EACIoI AIIlEA CGlNTl'OL.L.ED ISY A VALYI!-
Me ~ 6l-lALL ee IIlEDUCED TO A 61ZE T.....T lIllLl FIT lIllT1oI1N TJ.lE CONTllliOlLE\lt DOOllt OR A UTIL.ITY eAeKET W1T101IN T!-IE EN<:LOeUIIIE Th'I! fllEDUCTION ....Al L. ee A I!lL.ACX
'ANr:> \IJ.IlTE COPY TI1AT 1& !-IEt'lI"EtlCAl.L. Y eEAL.er:> eETIIEEN TWO ''''MIL. PlECEe OF CLEAfIt PLA&TIC.
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CGlMPI..ETION ANI:> ACCEl"T ANCE C1I' ACO IlI'tA TEL Y DlltM'Tl!C> . A&-I!lUIL. T' D!ItAlIJINCi6
ACCEl"TANCE C1I' ~L.ER 0lART6 ANI:> PLACEMENT IN fI.E ~L.ER
'.'.'t1ANJAL. FLlJ6I.l vALve& OR FLlJ6I.l-oJT'e..........Q P ee FL\JeIoED TI-lIIlEE (3) TIME& EACIoIIMlGATION eEAeON FOIIl A I"lERlOD OF Jill TO "*' eECONDe OR LNTIL. TI-IE W4TER 1& Vl6II!ll..Y CLEAN. \IJ.IILE TIoIE
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PREPARED FOR.
SHEET DESCRIPTION,
FLORIDA DESIGN CONSUl.. TANTS, NC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 6 PLANNERS
2639 McCormick Dr. Clear.at", FL. 3'159
Tel. (727} 724-8422 - F... (727)124 '606
ROGER LARSON
DOLPHIN POINT CONDOMINIUMS
IRRIGA TION PLAN AND DETAILS
clo Johnson, Blakely, Pope, Bokor, Ruppen 8 811m., P.A.
9/1 Che.tnut Street
Clearwater, Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
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SUBMmAL
JUL 1 8 2001
PE #32231
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SURVEYOR'S REPORT
MAP Of' BOUNDARY AND TOPOGRAPHIC SUR~:
THE MAP AND REPORT ARE NOT FUlL AND COWLETE WITHOUT THE OTHER.
LEGAL DESCRlPl1ON:
(SEE DATA SOURCES 2)
, Loll 10 and II. UNIT S-,A. ISLAND ESTATES OF CLEARWATER. .cc.rdlng fa the pl.t th....f,
r.cord.d In P'I.t B..h 60.,P.g.(.) 51. Public R.c.rd. .t Pin.II.. County. Florid.,
AcaJRACY:
I . THE ACCURACY ST ANDARO USED FOR THE HOR I ZONT AL CON'I'ROL FOR TH I S SURVEY. AS CLASS I F I EO
IN THE MINI..... 1:ECHNICAL STANDARDS (6IGI7-6 FAC). IS "CCMotERCIAL/HIGH RISK", THE MINI.....
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10.000 FEET, THE ACCURACY
OBTAINED BY MEASUREMENT ANO CALCUlATION OF A CLOSED GEOMETRIC FIGURE WAS I FOOT IN 851.473
FEET, '
2. Tl'tE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMAl-ION SHOWN UPON THE SURVEY
MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED WAS
0.022 FEET ERROR IN A 0.366 MILE LOOP LENGTH WH,ICH EXCEEDS THE MINIIMN ACCURACY
REQUIREMENT CALCULATED AT A MAXIIMN MISCLOSURE OF 0,030 FEET.
3. ALL CONTROL, MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE. OR DEVICES WITH
EQUIVALENT OR HIGHER DEGREES OF, ACCURACY,
DATA SOURCES:
I. THE BASIS OF BEARING$,FOR THIS SUlVEY IS .THE SOUTH LINE OF LOTS 6 THROUGH II. UNIT SA
ISLAND ESTATES OF CLEARWATER. (SEE DATA souRCES 4). BEING N67"32'50"W. AS SHOWN ON THE MAP
OF SURVEY.
2, THIS SURVEY WAS PREPA/lEO lI'lTH THE BENEFH OF A TITLE CCMlI'lMENT PREPARED BY FIRST
AMERICAN TITLE INSURANCE COMPANY. COMMI'lMENT NUMBER FA-CC-CW/JH. FILE NUMBER 118912-4-01.
COMMITMENT DATE ,.Y 8. 2001 AT 5:00pm. THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS
IN SAID TITLE COMMITMENT,
3, ELEVATIONS ARE BASED UPON A CITY OF CLEARWATER BENCH MARt< DESIGNATED "DE-3,S". A FOUND
CONCRETE MONIJotENT WITH BRASS DISK. ELEVATION "7,446 FEET,
4, THIS SURVEY WAS PREP~ WITH THE BENEFIT OF UNIT SA ISLAND ESTATES OF CLEARWATER. AS
RECORDED IN PLAr BOOt< 60. PAGE 51 (SHOWN As .lP) ON MAP OF SURVEY). OF THE PUBLIC RECORDS
OF PINELL:'S COUNTY.FLOR,tDA.
~
5, THIS SURVEY WAS PREPARED WitH THE BENEFIT OF THE FOLLOWING CONOOMlNI"" PLAT BOOKS: I.)
DOLPH'N POINT. A CONDOMlpt,llN. AS RECORDED IN CONDOMINIIN PLAT BOOK ,36. PAGE 76 (SHOWN AS
(PIl ON MAP OF SURVEY): (bl OOl.PHIN COVE. A CONOOMINIIN. AS RECORDED IN CONDOMINIUM PLAT
BOOK 20. PAGE 55 (SHOWN AS (PZ) ON MAP OF SURVEY]: (cl DOLPHIN .liPAR'lMENTS ASSOCIATION OF
CLEARWATER INC.. A CONDOMINIUM. ASRECOROEO ,iN CONDOMINI"" PLAT BOOK 2. PAGE 96: (d) ISLE
OF CLEARWATER. A CONDOMI"'''''. AS RECORDED IN CONDOMINIUM PLAT BOOK 52. PAGE 44: (.) ISLAND
MOORINGS CONOOMINI"".ASRECORDED IN CONDOMINIUM PLAT BOOK 39. PAGE 108: ALL OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA.
UMlTAl1ONS:
I. USE OF THIS suRvEy BY. ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO. WILL BE THE
RE-USERS SOLE RISK WITHei\r' LIAB,IL'TY TO THE SURVEYOR,
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THE SUBJECT PROPERTIES
THAT MAY BE f'OUND IN THE,PUBLlC RECllRDS OF tHIS COUNTY. '
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE PERFORMED
BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR
ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED, NO EXCAVATIONS OR
SUBSURFACE WORK EFFORTS OF ANY KINO WERE PERFOIHD BY THE SURVEYOR TO VERIFY THE EXISTENCE
OF ANY UNDERGROUND uT'LI.T1ES AND/OR THEIR APPURTENANCES, THE SUFlVEYOR MAKES NO GUARANTEE
THAT THE UNOERGRouNO UTILITIES AND/OR THEIR APPURTENANCES SHOWN COWRISE ALL SUCH
UTILITIES IN THE AREA. E,ITHER IN SERVICE ORABANOONED,
4, PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS, THERE MAY BE ITEMS
DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION,
5. UNDERGROUND FOUNDAT,ONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED,
6, IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SHOWN ON MAP OF SURVEY. "
7, NON-EXOTIC TREES 4 I"CHES AND LARGER DIAMETER AT CHEST HEIGHT WERE LOCATED,
8, THE SUBJECT PROPERTY LIES WITHIN FLOOO ZONE IlL. BASE FLOOO ELEVATION "12. ACCORDING TO
THE FLOOD iNSURANCE RATE MAP. Cor.MJNITY-PANEL NUMBER: 125096 0007 D. MAP REVISED: AUGUST
19. 1991. THE FLOOD INSURANCE RATE MAP ZONE STATED IS APPROXIMATE, AN ACCURATE ;tONE
DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP. THE FEDERAL EMERGENCY MANAGEMENT
AGENCY. OR THE'LOCAL GOVl::IlNlENTAL AGENCY, HAVING JURISDICTION OVER SUCH MATTERS PRIPR TO
ANY JUDGfEIfTS BEING MADE' FROM THE ZONE AS STATED. THE ABOVE REFERENCED FEDERAL 'EMERGENCY
MANAGEMENT AGENCY:MAP stATES IN THE NOTES TO THE, USER THAT THIS MAP IS FOR INSURANCE
PURPOSES ONLY.', "
9, NO INFOIMITION FOR THE ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THE SURVEYOR,
10, SHOWN ANYWHERE Ofll'THIS SURVEY. THE woRD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION
OF A PROFESSIONAL, OPIN,IOH BASED UPON THE SURVEYOR'S BEST KNOWLEDGE. INFOIMITlON AND
BELIEF. AND THAT ,IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY,
II, CALCULATED (C) GEOMETRY SHOWN ON THE MAP OF SURVEY WAS CALCULATED USING FIELD LOCATED
POINTS,
BOUNDARY INCONSI~
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTlON(S) AND THE
FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY CORNERS WITH !lJLTlPLE BOUNDARY
MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES. ARE SHOWN ON MAP OF
, SURVEY,
2. THE OVERALL DIMENSION FOR THE SOUTH LINE OF LOTS I THROUGH II. UNIT SA ISLAND ESTATES
OF CLEARWATER. (SEE DATA SOURCES 4) IS CALCUl.ATED TO 8E 334,54 FEET, THE FIELD MEASURED
DIMENSION WAS FOUND TO BE 334.70 FEET. THE RESULTING 0,16 FOOT DEFICIENCY WAS PROPORTIONED
AT 1.00047827 FEET PER' FOOT TO PERFORM THE MATHEMATICAL CALCULATIONS NECESSARY TO
DETERMINE 1'HE DIMENSIoNs OF THE PLATTED LOTS AND SUBJECT 80UNDARY,
.
.
. ,
FLORIDA 'DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS
, 2639 IiIcC.rllllck Dr, CI..r.ot.r FL. 33759
T.I. (727) 724-B422 - Fa., (727) 724-8606
Certificate of Authorlzatlom LB 6707
State of florida
'"
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS VACANT.
EASEMENTS/RIGHT-OF-WAY:
I, THE RIGHT-OF-WAY FOR DOLPHIN POINT IS ACCORDING TO THE PLAT OF UNIT SA ISLAND ESTATES
OF CLEARWATER. (SEE DATA SOURCf;S 4)
THE FOLLOWING ARE PER SCHEDULE B-II'OF THE TlTLECOMMI'lMENT REFERENCED IN DATA SOURCES 2:
2. Cov.n.nt.. condlllon.. r..trletlon. ond .o'emlnt. ., r.c.rded In O.R, Booh 1970. P.g.
28. tog.th.r wllh .uch .ddltlon. .nd amendmenta .. fr~ time to time moy be mod.. .nd ony
po.albl. ch.rg.. .nd/or ......ment.. Public Record. .1 Pinel I.. County. Florid.. but
del.tlng .ny cov.n.nt. condltl.n or r..lrletion Indlc.tlng . pr.ter.nc.. limlt.tion .r
d.iter Iminat Ion baaed on race. color. rei Itlon, ..x. handicap, familial .totUI. or not lonol
.rlgln to 'he ..t.nt auch cov.n.nt.. condition. or r..trlctlon. vl.lot. 42USC 3604(C) ,
(SHOWN AS (D) ON THE MAP OF SURVEY)
3. Subject to .11 mott... o. .hown .nd ..t torth at Ihe plot at UNIT, SA. ISLAND ESTATES OF
CLEARWATER. .. record.d In Plot Book 60. P.g'lal 51. ., the Public Recorda 01 Pin."..
C.unly. FI.rldo, (SHOWN AS (PION THE MAP OF SURVEY)
4. Subj.et t. th. r..ldu.1 r.y.lly rlghll at ,'Coott.1 p.troleum C.....ny. or III ...Ign.
r..ulllng tr~ .ny .greement wllh the Tn.t... 01 the Internal Improvement Fund 01 the
Stat. at Florid.; aloo tubj.ct t. oil. got and mlnera' 1.0... tr~ the Tru.te.. 01 the
Intern.' Improv....nt'Fund.I the St.te at Florl~,.. to Coo.tol,p.trol.um C....ony. record.d
In D..d Book 1184. Pogo 399 and .ny moditlc.ll.n. or addition. to any .t .uch I.....
pertaining to, 011. got. tulpher. .nd ." mlner.I.. on .r under oold land.. wllh the
und...t.ndlng thot'the removol:ot .ame will b. d.n. only by me.n. .th.r th.n .nt.rlng up.n
.r u.lng Ih. .url.ce .t ..Id' I.nd.. (A REVIEW OF THIS DOCUMENT REVEALED NO PLOTABLE
EASEMENTS I
CER11FIm TO:
RoGER LARSON
JOHNSON . BLAKELY. POPE. BOKOR. RUPPEL AND BURNS., P ,A,
FIRST AMERICAN TITLE ,INSURANCE COWANY
PREPARED FOR:
ROGER LARSON
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
TERRY D. FERGUSON
PROFESS I ONAL SURVEYOR AND MAPPER
LICENSE NUMBER PaM 4535
STATE OF FLORIDA
(P) "PB 60. PG 51. (SEE DATA SOURCES 4)
(PI) "CPB 36. PG 78 (SEE DATA SOURCES 5)
(P2) "CPB, 20. PG 115 (SEE DATA SOURCES 5)
(01 "OR 1970. PG 28 (SEE EASEMENTS/RIGHT-OF-WAY 21
,
SUBJECT.
SHEET DESCRIPTION.
LOTS 10 AND II
UNIT 5A ISLAND EST A TES
OF C,LEARW ATER
BOUNDARY AND
TOPOGRAPHIC SURVEY
, ,
, .
110.
DATI
"
.
.
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Section 8~ Township 29 South, Range 15 East.
City of Clearwater, County of Pine lias, State of flOrida
AC - - Acres FN .. Found NoD PID
A/C - Air Condlttoner FNO . Found If
ADW - A8pholt DrlveWoy FNti> ";,.found Noll and DIak PLS
ADS - AdllOllce Drolnoge Systems m '~ F'lnished Floor E1ewtlon POB
ASPH - Aspholt ' FN&TT .:. Found NoH CIl\d Tin Tob POC
B/C - Bock of CUrb FOP . Found OpimEild Iron Pipe POI.
BCCM - lloanI 9f CcilInty Cclmm........ 1AIut. Book FP8 -"orldo Power CorporOtlon Box PRII
Blry'O - Bock Flow ,preventloll Device ' FPC - Florldo Power Corporotion PSM
BLOG - BuDding FPP - Found Pinched ,Iron Pipe PT
BHOY .. Boundary , FRR$ - Found RoDroodSplke PVC
BWl'" .. Borb WIre.F ence FT - Feet (R)
(C) - CoIculoted Doto F/T - Fence Tie RCP
C/C - Cowred Concrete FlIC - Found X...,cut RLS
CCCL - Cooatol ConatructlOl) Control Line G/A .. Guy Wire AnchOr RNG
CCR - certified Comer Record GE - Grote E1eYlltlon R/W
COW - Concrete Drlvewoy GI - Gi'ote Inlet S
CI . CUrb Inlet GV - GOa Vol... SCM
t - Center line IE - In_t EleYlltlon SEC
elf - Choln link Fence INV ..In~ SHW
CM - Concrete lIonum!l"t LB - Corporote Certlflcotlon Number SIR
CMP - Corrugated. Metol Pipe LP - Light Pole SlR(W)
CO - Clean out LS - L1l*1eed SU",,")OI' SUH
; CONe - Concrete liAS - Mosonry SNti>
COR - Comer MES - Mitered End Sectlon SN&D(W)
CPB - Condo Plot Book MH .. Monhole SO
CIS - Concrete Slob MHW - Mean High Woter SR
CfT .. CUrb Tie MOl. - More or Len STY
DB - Deed Book N -North S/W
DCVA - Double Check Vol..., Anembly N/C - No Clip lBt.f
DNR - Deportment of Noturol Resources NIF' - Not Found TOB
DEPT - Deportment N~ - ,/lorth Americon Dotum '1RAV
DIA - Dlometer NAW - North American Vejtlcal Dotum (TYP)
DIP - DuctDe Iron, Pipe NGS - Notional Geodetic Su",,"y 1'NP
DMH -. Drolnoge Monhole NGW . Notlonol Geodetic Verllcol Dotum U/l>
E .. Eoet NP, - Normoi Pool E1ewtlon VCP
.
ECMP - E1llptlcol Corrugated Meto! Pipe (NR) - Non Rodlol W
EL - E1eYOtlon O/A - Overoll w/
EOW . Edge of Water ' OHW . Overtleod WIre WIF'
E/l> - Edge of povement OR - OffIclol Record Book WM
ERCP - Elllptlcol Reinforced Concrete Pipe (F>A) - Property Approl_a Mop Doto WUP
ESMT .. Eoeement' PB - Plot Book W/T
(F) - Reid Doto PC - Point of CUrvature WV
FCM - Found Concrete Monument PCEO - Plnelloe County Engineering, Deportment xx'
FOOT - Rorldo Deportment of Tron8portotlon PCP - Permonent Control Point )()(.
FH - FIre Hydrant PG(S) -Pogee )()( "
FIR - Found Iron Rod ond Cap PI .. Point of Inteniectlon .
xx
+ - Aerial Target
. - Bench Mork
.sn. - Coble TV Point Stripe
ICIII .. Coble TV Box'
Cl - Communlcatlona Monhole
. - Concrete light Pole
. - Concrete Poat
'" - Concrete Utftlty Pole
G>> -, Dralnoge Manhole
Ell . E3ectrlc Box
(l . Electric Manhole
!eCP..!" f'PC Point Stripe
~ .. f'PC Pedestal
:Jit .. FIre Hydrant
t) .. Flog Pole
,.. Goe Line Marker
~ .. Goe FIller Cop
~ .. Goe Vol...
BIll - Goa Meter Box
~ - GOa Une Point Strlpe
ffII . Grote Inlet
(CJ .. GlE Manhole '
R<. .. GTE Pedestol,
F - GTE Morl<er
-) .. Guy WIre
I) - Light Pole
III .. liloA Box
.
.. Permonent Ideritl,fIcotlon Number
- Property line '
- Profenlonol Lond Sur...)Ol'
- pOInt of BeginnIng
- Point of CommenCement
- Potnt on Une
- Permanent Reference Manument
- Profealonol Su"';)Ol' and Mapper
- Point of Tongency \ Point'
- Polyvln)l Chloride Pipe
- Recorded Qoto '
... Reinforced Concrete Pipe
- Reglatered Land Su",,")'OI'
... Range
-Right of Way
- South
_ Set Concrete Monument, 4"x4". PRM LB 6707
- Section
- Seoeonol High Woter E1eYOtlon
- Set 5/8"lron Rod ond Cop. roc LB 6707
- Set SIB"lron Rod CI1ld Cop. FOC LB 6707 WllNESS PT
- Sanitary Manhol.
- Set NoR ond 01.... roc LB 6707
- Set Naft and DIak, roc LB 6707 WITNESS PT
-Square
- State Rood
... Story
- SIdewalk
... T emporory Benchmorlt
- Top of Bank
- Tra_
- T)plcol
- Township
- UtRlty Pole
- Vitrified Cloy Pipe
- West
- With
- Wood Fence
- Woter Meter
... Wood Utntty Pole
... Wall Tie
- Water Volve
-Deg...
- Minutes (BeorInIJ8)
- Seconds (Bearing)
- Feet (Olatonces)
I
I,
,
. - Metol Poet
. ... Monitoring Well
, - Parking Meter
!!!I!B. Reclaimed Water Point Stripe
D .. Reclolmed Water Box
6li . ReclCllmed Water Vol...
~ .. Sanitary S_ lIonhole
<!> .. Sanitary, ,Cleonout
!!!"'S - Soriltary $ewer Point Stripe
~ . Sectllln> ec,mer '
t( - SIorn- Connection
,-"-. SIgn
Ell .. SprInkler~trol BOll
".. .. SprInkler Htod
nWfI. Storm Water Point Stripe
e . Traffic Slgnal Box
II!I . Trafflc Slgnol Pole
~ .. Water Line Point Stripe
IlII - Water Meter
~ .; Water Volw'
<1l> - Wood UtDlty Pole
Q! ;. Wood L1ght,Pole
ct .. Wood Poet
~
-t>~
i- .. Point of EIeYIItlon
25.2' - Calculated' Dlmenslon from Structure
-=to Boundor)' I Rlght-of","Woy Une '
. Boundary Line
.. Center Line
- .. Eosement line
... Edge of Woter
. Jurledlctlonol Une
. Rl9ht-Of- Woy Line
.,; Section Line
. Top Bonk ct Top of Berm
.. Toe of Slape or Grode Breok
A
....
A
........................................
.IBEE..J.EGEWl
e.. Australian Pine Tree
8 - ,Bonana Tree
8. Boy Tree
8 - Bottle Brush Tree
,e.. BrozDIon Pepper'
8 - Bush
8" Coctus
~'* Camphor Tree
@... Cedar Tree
@l - CItrus Tree
8';' CherTY /AlIre! Tree
8. Chino BerTY Tree
@l.. C)Pf'e8S Tree
@.. Deod Tree
@ - Eor Tree
8. E~ Tree
@ - Eucal)ptus Tree
\
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NONE ,
ICAUo
',,;
8 - Hlckcty Tree
8. Holly Tree
@. Jocorondo Tree
@.. Loquot Tree,
8.. Magnolia Tree
, @ . MlIpIe Tree
@l.. MIm080 Tree
8" Mullberry Tree
@. Myrtle Tree
8" Oak Tree
8 - Palm Tree
@ .. Plntt Tree
8" Punk Tree
8" ,Sweet Gum Tree
@>.. ~y(:omore Tree
8" Unknown Tree T
@.YMo. Tree ~TE @ [rom'~~
I ~ i
U JUN 2 1 2001 u i
EI.L.E
, ' By
S!IIWEY,' _ AllD'Siilln"OlI'.,DJ',, THE lIEOf' ARE NOT
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.FLORIDA DES/GNCOf1ISULTANTS, ,INC.
, ' ENGINEERS. ENVlff9~E~TALISTS. "URVEYORS 8 ,PLANNERS
2639' 'M~CCl'mlck Dr,,' cr."rwClt.. FL, 33159
. 1'.1. (12,1) 124-11422 - r"x, (121) 124-8606,
Certificate, of Authorlzdtlon: LB 6707
, State of Florida
,', LOTS 10 AND II' ,
UNIT 5A' ISL~Nt> E.STAT.ES
, OF CLEARW A TtR
. . .. '.
"BOUNb~8Y'~MI), ,.
TOPO'GR'~RHJ~'.'$UR"~'Y
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CURIIE TABlE DELTA
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SectIOf),.8. Township 29 South. Range 15 Ea~t,
City of Clearwater. County of'f)lnellos. state of ,Florida
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A CONDOMINIUM
CPB 36. PG 76
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, A CONDOMINIUM
CPB 20. PG 55
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Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Plnellas, State of Florida
Ik. ' C':opy
All'" 1''-'--
.. e",..e
"
AC
AlC
/>DW
ADS
ASPH
BIC
BCCM
BFPD
BlDG
BNDY
BWI'
(C)
CIC
CCCL
CCR
CDW
Cl
t
a.F
eN
CMP
co
CONC
COR
CPO
CIS
CIT
DB
DCVA
DNR
DEPT
DlA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
- Acr_
. Air Condition...
. Aophalt Drl_y
. Achonce Draln09. S)IlItems
. Aaphalt
. Bock of curt>
. Board 01 CGunty Commllolanera l6lut. ~
. Boclc Flow Pr.wntlon Devlc.
. Bulcllng
. Boundary
. Barb WIre F enc.
. Calculated Data
. Co_ed Concret.
. Coastal Construction Control Lin.
. Certified Com... Record
. Concret. DrI_ay
. CUrt> Inl.t
. Cent... Un.
. Chain link Fence
. Concr.te Monument
. Corrugated Metal Pipe
. Cleon out
. Concrete
. Com...
. Condo Plot Book
. Concr.t. Slob
- Curb Ti.
. Deed Book
. Doubl. Check Val.. A..."bly
. o.portment of Natural Resourc.s
. Deportment
. DIam.t...
. Duen. Iron Pipe
. Drainage lItonhol.
. Eoat
. Elliptical Corrugated M.tal Pipe
. Elfiatlon
. E. of Wat...
. E. of PaWJment
. Elliptical R.lnforced Concr.t. Pip.
. Easement
. FIeld Dota
. Found Concr.t. Monument
. florida Deportment of Tronsportatlon
. FIr. H)drant
. Found Iran Rod and Cop
FN
FND
FNacD
FFE
FN.tTT
FOP
FPB
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
Gl
GV
IE
INV
LB
LP
LS
MAS
MES
MH
IItHW
MOl
N
NIC
N,It
N/>D
NAW
NGS
NGW
NP
(NR)
OIA
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
. Found NoH
. Found
. Found Noll and Olak
. FInished Floor EICMrtIon
. Found NoH ond TIn T Db
. Found Open End Iron Pip.
. Flarldo Pow... Corporation Box
. florida Power Corporation
. Found Pinched Iron Pip.
. Found RaBroad Splc.
. Feet
. Fence Ti.
. Found X-cut
. Guy WIre Anchor
. Grote El.wtlon
. Grot. Inl.t
. Gos Val..
. In~ E1ewtlon
.In~
. Corporate Certification Numb...
. Light Pol.
. Licensed Surw)Cll'
. Masonry
. Mlt....d End Section
. Manhole
. Mean High Water
- More OT Leas
. North
. No Cop
. Not Found
. North American Datum
. North American Vertical Datum
. Notional Geod.tlc Surwy
. Notional Geod.tlc V...tlcal Datum
. Normal Pool Elevation
. Non Rodlol
. 0_011
. o-head WIr.
. Offlclal Record Book
- Property Approl_s Mop Data
. Plot Book
. Point of CUrwture
. Plnellos County Engineering Deportment
. Permanent Control Point
. Pages
. Point of Intersection
PID
t
PLS
POB
POC
POl
PRM
PSM
PT
P\IC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SlR(W)
SMH
SNacD
SNaco(W)
SO
SR
STY
S/W
TIlM
TOB
TRAV
(TYP)
T'M"
U/p
vel'
W
WI
W,It
Ml
WUP
WIT
WV
. Permonent Identification Number
. Property Line
- Prof-'onol Lond Sur..)ClI'
. Point of Beginning
. Point of Commencement
- Point on Line
. Permonent R.ferenc. Monument
- Profealonal Surw)Cll' ond Mapp...
- Point of Tangency \ Point
. PalyWl)l Chloride PIpe
- Recorded Dota
- Relnfarced Concrete Pipe
- Registered Land Sur..)ClI'
-Range
- RIght of Way
. South
. Set Concr.te Monument, 4"x4-, PRM LB 6707
. Section
. s.a.onol High Water Elewtlon
- Set 5/8"lran Rod and Cop, FOe LB 6707
- Set S/B"lron Rod and Cop. FOe LB 6707 W1lNESS PT
- Sanitary Manhol.
. Set Noll ond Dlalc. FOe LB 6707
- Set NoH ond DI8Ic, FOe LB 6707 W1lNESS PT
. Square
. Stat. Rood
. Story
. SId.walk
. T emporory BenchmOl1c
,- Top of Bonk
- TrovenM
- Tjplcal
. Township
. UtHlty Pole
. Vltrllled Cloy Pipe
- Weat
- WIth
- Wood Fence
. Water Meter
- Wood Utility Pole
- WoIl Ti.
. Water Val..
. Degrees
. Minutes (Bearings)
. Seconds (Bearing)
. Fest (Distances)
SUR~'S REPORT
MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY:
APPARENT PHYSICAL USE:
THE _ AND REPORT ARE NOT FUlL AND C<M'LETE WITHOUT THE OTHER,
THE SUBJECT PROPERTY IS VACANT,
LEGAL DESCRIP11ON:
I SEE DATA SOURCES 2)
EAf)EMENlSjraGHT-OF-WA Y:
I, THE RIGHT-OF-WAY FOR DOLPHIN POINT IS ACCORDING TO THE PLAT OF UNIT 5A ISLAND ESTATES
OF CLEARWATER, ISEE DATA SOURCES 4)
THE FOlLOWING ARE PER SCHEDU.E B'II OF THE TITLE CCMoIITIoIENT REFERENCED IN DATA SOURCES 2:
Lata 10 .nd II, UNIT 5-A, ISLAND ESTATES OF CLEARWATER. .cco'ding to the pl.t thor.ot,
,.c.'ded In PI.t Book 60, P.g.I.) 51, Publ ic R.co,d. at Pin.1 10. County, Florid.,
ACCURACY:
2. Covlnanta. condition.. r..frlctlonl and .al~nt. a. recorded in O.R. Book 1970. Peg.
28. together with luch addition. Gnd amen"nl. a. from time to time may be mad.. and ony
pO'libla charge. and/or .....ament.. Public Rlcord, 0' Pinel I.. County. Florida. but
deleting any covenont. condifion or ,..trlction Indicating a preferencI. I imitation or
dilcrlminotion baaed on rocI. color, rlll,lon. ,,1.. handlcop. tamllial .totUI. or notional
ori,ln to .hl ..tent luch coyenentt. conditio". or r..trlctlona violate 42USC 3604(C).
(SHOWN AS I D) ON THE MAP OF SURVEY)
I. THE ACCURACY ST ANDARO USED FOR THE HOR I ZONT AL CONTROL FOR TH I S SURVEY, AS CLASS I F I ED
IN THE MINIMUM TECHNICAL STANDARDS 161GI7'6 FAC) , IS 'COMMERCIAL/HIGH RISK", THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10.000 FEET, THE ACCURACY
OBTAINED BY MEASUREMENT AND CALCUlATION OF A CLOSED GEIKTRIC FIGURE WAS I FOOT IN 851,473
FEET,
2, THE FIELO MEASURED VERTICAL CONTROL FOR ELEVATION INF~TION SHOWN UPON THE SURVEY
_ IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES, CLOSURE ACHIEVED WAS
0.022 FEET ERROR IN A 0,366 MILE LOOP LENGTH WHICH EXCEEOS THE MINIMUM ACCURACY
REOIIIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0,030 FEET,
3, ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH
EOIIIVALENT OR HIGHER DEGREES OF ACCURACY,
3, Subj.ct to .11 mall... .. .hown ond lOt torth at tho pl.t .t UNIT 5A. ISLAND ESTATES OF
CLEARWATER. 01 rec.orded in Pial Book 60. Poge(l) 51. of Ihe Publ ic Recordl of Pi"ello..
County, Florid., (SHOWN AS IP) ON THE MAP OF SURVEY)
4. Subject to the r.alduol ro,alt, rlghta of Cooatal P.trol.um Compan,. or It. a..I,nl
r.lultln, from an, a9r.~nt with the Trult.ea of the tnternal Improyem.nt Fund of the
State 01 Florida: allo .ubject to oil. gal and mln.re. lea... hom the Tru.t.e. 01 the
Irdernal Improv......nt Fund of the Stat. of Florida. to Cooltol p.troleum Company. recorded
in D..d B.ok 1184, P.g. 399 .nd any maditlc.tlon. or .ddltl.n. t. .ny at luch I.....
p.rtalning to 011. gal. aulph.r. and all mineroll. on or und.r laid londl. with the
under'tandlng that the r~Yol of lame wi I I b. done onl, by ~.nl oth.r thon entering upon
or u.lng tho .urfaco of ..Id I.nd.. (A REVIEW OF THIS DOClIIIENT REVEALED NO PLOTABLE
EASEMENTS)
DATA SOURCES:
I, THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF LOTS 6 THROUGH II, UNIT 5A
ISLAND ESTATES OF CLEARWATER, (SEE DATA SOURCES 4), BEING N67032'50'W, AS SHOWN ON THE MAP
OF SURVEY,
2, THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE CCMoIITIoIENT PREPAREO BY FIRST
AMERICAN TITLE INSURANCE COMPANY. COMMITMENT NUMBER FA-CC-CW/JH, FILE NUMBER 118912-4-01,
CCMoIITMEHT DATE MAY B, 2001 AT 5:OOllm, THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS
IN SAIO TITLE CCMoIITIoIENT,
CER11FIED TO:
ROGER LARSON
JOHNSON, BLAKELY, POPE, BOKOR, RUPPEL AND BURNS, p, A ,
FIRST AMERICAN TITLE INSURANCE COMPANY
3, ELEVATIONS ARE BASED UPON A CITY OF CLEARWATER 8ENCH MARK DESIGNATED 'DE-3,5'. A FOUND
CONCRETE MONUIItENT WITH BRASS DISK, ELEVATION "7,446 FEET.
4, THIS SURVEY WAS PREPARED WITH THE BENEFIT OF UNIT 5A ISLAND ESTATES OF CLEARWATER, AS
RECORDEO IN PLAT BOOK 60, PME 51 (SHOWN AS IP) ON MAP OF SURVEY). OF THE PUBLIC RECORDS
OF P I NELLAS COUNTY, FLOR I DA ,
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOlLOWING CONDOMINIUM PLAT BOOKS: (.)
DOLPHIN POINT, A CONDOMINIUM. AS RECORDED IN CONDOMINIUM PLAT BOOK 36. PAGE 76 [SHOWN AS
(PI) ON _ OF SURVEY): Ib) DOLPHIN COVE, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT
BOOK 20, PAGE 55 (SHOWN AS IP2) ON MAP OF SURVEY); Ic) DOLPHIN APARTIoIENTS ASSOCIATION OF
ClEARWATER INC" A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 2, PAGE 96; (d) ISLE
OF CLEARWATER, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT 800K 52, PAGE 44; I.J ISLAND
MOORINGS CONDOMINIUM. Aill RECORDEO IN CONDOMINIUM PLAT BOOK 39, PAGE 108; ALL OF THE PUBLIC
RECORDS OF PINELLAS C( Y, FLORIDA,
PREPARED FOR:
ROGER LARSON
xx'
SUR\flCR AND MAPPER IN RESPONSIBlE CHARGE:
"
xx
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xx
xx'
TERRY D, FERGUSON
PROFESS IONAL SURVEYOR AND MAPPER
LICENSE NUMBER PSM 4535
STATE OF FLORIDA
UMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO. WILL BE THE
RE-USERS SOlE RISK WIT""T LIABILITY TO THE SURVEYOR,
2, THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THE SUBJECT PROPERTIES
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY,
3, THE LOCATIONS OF THE UNOERGROUNO UTILITIES ANO/OR THEIR APPURTENANCES WERE PERFOAIItEO
BY A FIELD SURVEY AND ONlY LOCATED AS SHOWN ON THE _ OF SURVEY. ONlY THE UNDERGROUND
UT I LIT I ES AND/OR THE I R APPURTENANCES WH I CH WERE V I SIBLE FROM GROUND LEVEL TO THE SURVEYOR
ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATEO AND MAPPED, NO EXCAVAT I ONS OR
SVBSURf' ACE WORK EFFORTS OF ANY KIND WERE PERFOAIItED BY THE SURVEYOR TO VER I FY THE EX I STENCE
OF ANY UIIlER8AOUND UT I L I TI ES AND/OR TIlE I R APPURTENANCES, THE SURVEYOR MAKES NO GUARANTEE
THAT THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED,
. Boundary line
- c..t... line
- Easement Line
- Edge of Water
- Jurladlctlonal Line
- Right-Of-Way LIn.
- Section LIn.
- Top Bonk or Top of Berm
- T os of Slope or Grode Break
4. PRINTED DIMENSIONS SHOWN ON TIlE SURVEY SUPERSEDE SCALED OIMENSIONS, THERE MAY BE ITEMS
DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION,
+ . Aerial Target
.. . Bench Mark
.!n. - Coble TV Point Stripe
ICIII - Coble TV 80x
~ - Communications Manhol.
. - Concrete Light Pole
. - Concrete poat
.... - Cancr.te Utility Pole
G>> - Drainage Manhol.
Ell . Electric Box
lE> - Electric Monhol.
FPCPS - FPC Point Stripe
~ - FPC Pedeetal
1;( . Fir. Hydrant
f) - Flag Pole
r-. Gas LIn. Marker
it- . GaS Filer Cop
~ - Gas Vol..
IlII . Gas M.ter Box
~ - Gas Line Point Stripe
lDl - Grot. Inl.t
@ . GlE Manhole
~ - GlE Pede8tal
F - GlE MOI1cer
-) - Guy WIr.
1) - Light Pol.
. . Man Box
. . Metal Post
. - Monitoring Well
~ - Parking lIteter
!!..~ - Reclaimed Water Point Stripe
DI - Reclaimed Wat... Box
6ll - Reclaimed Water Vol..
$ - Sanitary Sewer Manhol.
o - Sorlltory Cleonout
S""f1! - Sonltary Se_ Point Strip.
~ . Section Comer
11 - Slam_ Connection
~ - Sign
EI . Sprinkler Control Box
". - Sprlnklor Head
Llllfi - Storm Water Point Strip.
IllII - Traffic Slgnol Box
lm - TraffIC Slgnol Pole
~ - Water L1n. Point Stripe
iii - Water Meter
IlilJ . Water Vol..
'1L - Wood UtHlty Pol.
* - Wood Light Pol.
ct - Wood Poet
~
'J-.;y
'i- - Point of Elewtlon
25.2' - Colculated Dimension from Structur.
= to Boundary I Right-of-Way Line
5, UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT 8EEN DETERMINED,
6. IRRIGATION EOUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SHOWN ON _ OF SURVEY,
7, NON-EXOTIC TREES 4 INCHES AND LARGER OIAMETER AT CHEST HEIGHT WERE LOCATED,
8, THE SUBJECT PROPERTY LIES WITHIN FLooo ZONE AE, BASE FLOOD ELEVATION -12, ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY-PANEL NUMBER: 125096 OOD7 0, MAP REVISED: AUGUST
19, 1991, THE FLOOD INSURANCE RATE _ ZONE STATED IS APPROXIMATE, AN ACCURATE ZONE
DETERMINATION SHOUlD BE IilADE BY THE PREPARER OF THE _, THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, OR THE LOCAL GOVERNlENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO
ANY JUDGMENTS BEING IIW)E FRCJII THE ZONE AS STATEO, THE ABOVE REFERENCED FEDERAL EMERGENCY
MANAGEMENT AGENCY _ STATES IN THE NOTES TO THE USER THAT THIS _ IS FOR INSURANCE
PURPOSES ONlY,
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IP) "PB 60, PG 51 (SEE DATA SOURCES 4)
(PI) "CPB 36, PG 76 lSEE DATA SOURCES 5)
(P21 "CPB 20. PG 55 lSEE DATA SOURCES 5)
IDJ "OR 19TO, PG 28 (SEE EASEMENTS/RIGHT-OF-WAY 2)
9, NO INFOlWATION FOR THE ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THE SURVEYOR,
10. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY' IS UNOERSTooo TO BE AN EXPRESSION
OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEOGE, INF~TlON AND
BEL I EF, AND THAT I T THUS CONST I TUTES NE I THER A GUARANTEE _ A WARRANTY,
II, CALCUlATED IC) GEIKTRY SHOWN ON THE MAP OF SURVEY WAS CALCULATED USING FIELD LOCATED
POINTS,
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8. Hickory Tree
@>. Hally Tree
@ - Jacoronda Tree
o - Loquat Tree
8 - Magnolia Tree
@ - Maple Tree
@ - Mlmoso Tree
@ - Mullberry Tree
@ - Myrtl. Tree
8 - Oolc Tree
8. Palm Tree
@ - PIne Tree
8 - Punk Tree
8 - Sweet Gum Tree
@ - Sycamore Tree
@ - Unknown Tree T)PtI
@ - W1Haw Tree
e - Australlon Pin. Tree
8 - Banana Tree
@ - Bay Tree
8 - Bottle Brush Tree
@ - BrazUIan Pepper
8 - Bush
@ - Coctus
@J - Comphor Tree
@. Cedar T 'ee
€I. Citrus Tree
@. Cherry Laurel Tree
~ - Chino Berry Tree
€I - C)Pl'eaa Tree
@ - Dead Tree
@. Eor Tree
@I- E_gr.en Tree
@. Eucoljptus Tree
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BOUNDARY INCONSIS1ENCIES
q
I, ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES 8ETWEEN THE LEGAL DESCRIPTlONI$) AND THE
FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH IiU.TlPLE BOUNDARY
IoIONlJIENTS ALONG WITH THEIl! CORRESPONDING OIIADRANT DIRECTIONAL MISSES, ARE SHOWN ON _ OF
SURVEY,
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2, THE OVERALL OIMENSION FOR THE SOUTH LINE OF LOTS 6 THROUGH II. UNIT 5A ISLAND ESTATES
OF CLEARWATER. (SEE DATA SOURCES 4) IS CALCULATED TO 'BE 334.54 FEET, THE FIELD MEASURED
DIMENSION WAS FOUND TO BE 534.70 FEET, THE RESULTING 0,16 FOOT DEFICIENCY WAS PROPORTIONED
AT 1,00047827 FEET PER FOOT TO PERFORM THE MATHEMATICAL CALCULAT'ONS NECESSARY TO
DETERMINE THE DIMENSIONS OF THE PLATTED LOTS AND SUBJECT BOUNDARY,
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SHEET DESCRIPTION,
....-
1187-143
.....CT -..TA MIl.
1187-143
P1EU ... ___ . "...
7111 I 1.....20
UIT' IrA'" . -. Pal ...
5/21/2001
.uT_
1. ~ REPORl
2. WAP OF SUIM:Y
FLORf)A DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
BOUNDARY AND
TOPOGRAPHIC SURVEY
LOTS 10 AND II
UNIT 5A ISLAND EST A TES
OF CLEARWATER
I
2639 McCormick Dr, Cle.rw.l.r FL, 33759
T.t, (727) 724-B422 . Fa.. (727) 724-8606
Cer1lflCOt. of Authorization: L8 6707
State of FlorIclo
AIlDlllONS OR lll!lEllONS 10 SUR\'EY WN'S
OR REPORlS BY 01HIR lMAN lHE SlGNINC
PARTY OR PM1U IS PROl.1fJ).
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FLORfJA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Cleorwotor FL, 33759
Tol, (727) 724-8422 - Fo., (727) 724-8606
Certificate of Authorization: LB 6707
State of Florida
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A CONDOMINIUM
CPB 36, PG 76
2-STY MAS BLOG I 205
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A CONDOMINIUM
CPB 20, PG 55
ria lEA WML CAP(TlP)
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DETAIL
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S'6':>-.J2'
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SUBJECT.
SHEET DESCRIPTION,
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1. SURVE'/CR'S REPClRT
2. MAP OIF ~
LOTS 10 AND "
UNIT 5A ISLAND EST A TES
OF CLEARWATER
BOUNDARY AND
TOPOGRAPHIC SURVEY
ADOlllONS OR DE1.EllONS TO ~ IilAPS
OR ftU\lI'll'$ BY OlHER ntAN ntE SIGNINO
PMTY OR PARllES IS PlKIl..c.IW.
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Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas. State of florida
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11II7-143
NO.I[CT MT. MIL
11II7-143
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718 / 14-20
LMT IA" C'fII -. NLD ...
5/28/2001
IC.ILL
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THf IIlMtATUM 0# THf OUAUTY
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INDICAn, THAT AU. REOUIRED
ItERMITS HAVE IIEEN OBTAINED
AND THAT CONSTRUCTION "
AUTHO'!:Il[O TO CO....[..C[.
----.
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8
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
ROGER LARSON
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724,8422 ' Fox, (727)724.8606
c/o Johnson, Blakely, Pope, Bokor, Ruppell 8 Burns, P.A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
ZONING
STREET
SIDE
REAR
It';JJ!.
A......
HJ..
10" WM
--flU
--.
....---
fr1 HP 1&
MINIMUM
BUILDING SETBACK, I ''''' if...
_ FROM -~, A+J.,~" '/...~ ' /1.
$'-,;" U'.o' I~-t(
tlS'......, '():/o'
l ' . IO'-tf'
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I Sill'
I oW'"
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lANO uS[ PlAN CATEGORY
ZONING DtSTRICT
uS[
LOT AREA
LOT WIDTH (I)
IIIPERVIOUS
SURFACE "
DENSITY
NO. UNITS (ROOI/S)
SETBACKS (3)
FRONT (NORTH) (4)
SIDE (WEST, EAST)
REAR (SOIITH) (4)
HEIGHT
NO, OF STORIES
PAVED VEHICUUR AREAS
PARKING LOT INTERIOR LANDSCAPING
" OF PAVED VEHICUUR US[ AREA
PARKING
lQlES
~
[::> - EXlSllNG SANITARY (CITY ATlAS)
- EXlSl1NG WA TDl (CITY ATlAS)
- PROPOSED WAlER LINE .t VALlIE
r
- PROPOSED SANITARY Sl'WER .t Sl'RI.1CES
~ - PROPOSED FIRE HYDRANT
~ - SURFACE FLOW DlRECl10N
~,:y,
?~'1 - PROPOSED SPOT GRADE
~)
x
- EXISl1NG SPOT ELEVA liON
D
- INTDlIQR LANDSCAPE AREA
-
- FLOOD ~N BOUNDARY
10
- NUIIllER or PARKING SPACES
It,,,;{:~ - INDICAlES PROPOSED PARKING (ASPHALT)
~ - INDlCAlES PALW lREE TO BE REMOIlED
t(~
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$ .....'"
, , fooff
~()' lY
')k.,,,...
LAM) IE DATA
EXISTING
PROPOSED REQUIRED (II'N/IIAX)
RH NIA
IIHDR N/A
CONDOlIINIUIIS NIA
16,100 SF 15,000 SF IItN. (1)
,37 ACRES
l~N) 150 fT WIN,
12O(S)
63" ISR=85" IIAX,
24 UNITSI ACRE 30 UNITS I ACRE (IIAX)
9 11 (IIAX)
RH
IIHDR
VACANT
18,100 SF
,37 ACRES
125(N)
120(S)
ox
o
4' (NORTH)
10' (WEST) 10' (EAST)
0' (SOUTH)
25 fT W'N,
10 fT IIIN,
15 fT IIIN,
SOrT
30fT
4
7,038 SF
0,16 ACRES
N/A
573 SF
8lI
TOTAL 17
STANDARD = 16
HANDICAP:: 1
1,5 SPACE/UNIT
14 SPACES REOUIRED
(1) VARIATION TO LOT WIDTH REOUIREIIENTS NEEDED,
(2) FLOOD ELEVAT10N IS 12 fT
FOUR STORY BUtlDlMG. AU UNITS ON 2ND, 3RO AND 4TH FlOOR
PARKING AND STORAGE ON GROUND FLOOR, VARlAllON TO HEIGHT UIIIT NEEDED.
(3) SETBACKS ARE IlEASURED TO PARKING LOT. POOl. DECK, ETC.. NOT BUIlDINGS
(4) VARlAllONS TO SETlACK REQUIREIIENTS NEEDED,
SHEET DESCRIPTION,
GRA Y DOLPHIN
PRELIMINARY
CONDOMINIUMS
SITE PLAN
LOCATION MA
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PROJECT
LOCA TlON
.,. E~A11!R
HANIOI..
" All WA lERIAlS AND CONSlRUClION SHAll BE IN ACCORDANCE lIITH THE MORE
STRINGENT lECHNICAl. SPECIflCAl10NS AS FOUND IN THE STANDARD SPEaFlCAlIONS or
THE CITY or ClEARWATDl OR THE CONlRACT DOCUIIENlS AS PREPARED BY FLORIDA
OCSlCN CONSll. TANTS, INC. SPECIF1CAll Y FOR llIS PRO.ECT,
2, THE .MllSDIClIONAL AGENCY FOR THIS PRQ.ECT IS THE CITY or Q.EARWATDl,
J, THE lOCA lION or EXISTING UTI.lllES ARE APPROXIIIA lE AS _ ON THE PlANS AND
illS THE CONlRACTORS Rt:~TY TO ~'".-... THE EXACT lOCAlION or THE
Ul1l1l1ES PRIOR TO CONSlRUClION IN THEIR I.1C1N1TY,
4, THE CONlRAClOII $HAl!. USE APPROPR1AlE lIEASURES TO PIlE\lENT EROSION AND
lRANSPORT or SEOIIIENT WATERlAI. TO INLETS, SURFACE ORAINS, l.AICES AND WETlAND
AREAS. THE CONlRAClOII SHAll USE SlRAW BALES, 51. T BARRIERS OR OTHER APPROPRIA lE
WEASURES TO IIllGAlE AD\IERSE ...AClS TO [XISllNC SURFACE WATDl DUALITY,
5, THE CONlRACTOR IS TO CONlROL All FUGll1\IE DUST ORIGINA liNG ON THE PRO.ECT
BY WA lERING OR OTHER IIETHOOS AS REQIMlED,
6, NO DE/lRIS SHAll BE AIJ.OIjI[[) TO ENTDl THE EXlSlING SANITARY AND STORM S'tSlE\Is,
7, ARCHllECllJRAL INFORMA lION PROWlED BY SPENCER ARCHIlECTS,
8, BACKflOW PIlE\lENlION DE\1CES WUST BE INSTALlED BY THE CITY,
9, lOCA lIONS or lRASH ~TDl TO BE COORDINATED WITH THE CITY or Q.EARWA TDl
SANlTAlION OEPARlIIENT,
10, S1lE lANDSCAPING lIIU BE IN ACCORDANCE lIITH Sl'Cl1ON 42,27 or THE CITY or Q.EARWA
LAND DE\nOPUENT COO[.
,1. THE S1lE IS lOCATED lIITHIN FLOOD ZONE lIE. BASE FLOOD ELEVAlION - 12,
PER FLOOD INSURANCE RAlE WAP C<*IIUNTY PANEL NO, 125Ol1ll 0007 D. WAP REVISED AUGU
t 2, SOlE lIGHl1NG SHAll BE PROI.1DED IN COIlPUANCE 'MTH CITY or Q.EARWA TDl
CODE REOUlREIIENTS,
13, DRAINAGE FOR All PARK1MG lE\IElS UNDER THE IlUIlDIMG lIIll BE DIRECTED TO THE
PRCf'O:otO DRAINAGE =101 TO ACCOIIIIooAlE WATDl DUALITY REOUIREIIENlS FOR
THE PRO.ECT,
14, TREE REMOVAL PERIIIT APPUCA lION TO BE SUIlIITlED AT l1IIE or CONSlRUClION PlAN
SUIlIIlTTAL
P.E. #32231
~2m
1-
.... NO,
997-143
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WOOD DOCK AND PILINGS
FOR BOAT SLIPS TO BE
CONSTRUCTED BY OTHERS
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PREPARED FOR,
FLORIDA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
ROGER LARSON
~
1. TH[ WOlIK CONSISTS OF THE COllPlETE PUNT IlATEIIlAl INSTAI.lJ.TION AS SHOWN ON THE DRAWINGS AIlD
AS IO(1M Sl'EClfl[D. THIS WOlIK SIW.l. 1NCllJll[, IlUT IS NOT UIlITED TO, THE SUPPl YlNG OF AU. PlANT
IlATEllIAl. Sl'ECf1DI, TIl[ FUIlIISHIlG OF WOR. [QUlPIIDlT, APPlJAIlCES AND AU. IlATERWS CAW:D rOR,
AND II I'EllFOlIIIIlG AU. OPOATIONS II CONNECTION WITH THE LANIISCAPE INSTAI.lJ.TION AS SHOWN ON
THIS PUll. fIJlTID. TIl[ WOlIK SIW.l. IIlCI.UIlE THE IlAlNTAIlIlG Of AU. PlNIlS AIlD PWlTlllG AREAS UNTIl.
FlW. ACCO'fANC[ IIY THE 0WllER, AND THE FUI.Il.UNG Of AU. GU.WIITEE PllCMSlOHS AS HEREIl SPEaRED.
2. THE COIlTRAC1OIl SIW.l. AlU.Y ACQUAIIlT IIIISEIF WITH THE Il[1ATED PAWIG, SITE 0IWllIlG, WATER SUPPlY,
EI.ECT1IlCAL SIIl'PLY, AND OTHER untJTlES 10 PIlECWDE Nff IIISUIIlERSTAIlllIIlG AND TO rAClUTATE A
TROU8U I1EE IlSTAI.lJ.11OIl. CAI.L THE SUIlSHlllE STATE ONE CAI.L ll1OO-m-4no PIllOR TO Nff
CONST1lUCTION f'Oll UT1U1Y COOlIIlINAllON.
3. THE COlllRACTOR IS RESl'OIlSaE f'Oll IlEPAIRIIlG Nff lWIA<<S TO ElOST1NG rACIUTIES THAT IlAY OCCUR
AS A RESUlT Of TIl[ WOllk DONE IIY THE COIlTRAC1OIl CAUED F'OR II THIS COlllRACT. TIl[ WORK
PERf'ORIj[D UNDER THIS COlllRACT WI.I: INTEIIfACE WITH OTHER WOlIK IIEING I'ERfORIII[D BY OTHER
COlllRACTOllS. It WILL IE NECESSARY roT TIl[ COIlTRAC1OIl 10 COORllIlATE AND SClIEDUl.E ACT1Vl11ES,
WHERE NECESSARY. WITH OTHER CON11IACTOllS AND THOR SUIICOIIlIACTOI
4. AU. IlATERWS AND EQUI'IiIEIIT SIW.l. IE IlSTAUm IN A IlEAT AIlD WOIlCIIANUKE IlANNER. THE OWNER
OR lIS IlEPtlESENTATlVE IIDERm tHE RIGHT 10 DIRECT THE IlDIOVAL AND IlEPlACEIlENT OF ANY
ITEIIS WIICH, II lIS OI'lNIOll, DO IIOT PII[5ENT AN ORDERlY AIlD IlE1SOHoll.[ NEAT OR WOllKIIANUKE
APl'fARANCE, PRCMIlOl SUCH ITEIIS CAlI IE PROPERLY INSTAUm IN SUCH ORDERlY WAY BY THE USUAL
IIETHOOS Of SUCH WOlIK.
5. THE COIlTRAC1OIl SIW.l. IIOTIfY THE 0WlD'S REPtlESENTATlVE OF Nff CONf1JCT OR DISCREPANCY IN PlANS
PRlOlI TO 1'Of\llLlNCl Nff WOlIK II THE AF1ECTED AREA.
a. COIlTRAC1OIl SIW.l. CWN UP AIlD IlEIlOYE FIOII THE PRDIISES AU. SURPlUS AND IMSCAROED IlATERIALS
AND .-sH FIOII HIS CONSTRUCllON.
7. lit THE E'mlT Of VARIATION IE1WEEN THE PUNT UST AND THE ACTUAL NUll8ER OF PlANTS SHOWN ON
THE PUlIS, THE PUNS SIW.l. COlITROI..
8. COIlTRACTOIlIS TO PllEI'ARE AU. AREAS THAT HAVE BEEN DISTURBED (DUE TO CONSTRUCTlON)
TO ITS 0RlGIlAl. STATE.
c:N.DEB lID srNlWlDl
1. AU. PUNT IlATEIIALS SlW.I. II: GRADE FlllRlDA NO. 1 OR IlETTEIl AS OUTLINED UNDER r.ll_~ AND
('''- FOR III_IV PUNTS. PAIITS I AIlD n, STATE PlANT BOARD OF rLORlOA, SIW.l. CONf'ORIj
TO ANSI STANIlAllOS F'OR NURSERY STOCK (AHSl ZSD.1-198O).
IIl8I11fUnCHI
1. NO SU8ST1TUT1ONS SHALl. II: IIADE WITHOUT WRItTEN PERIIISSION or THE OWNER'S REJlR[SENTATIVE.
PLANT LIST
PC 1
QV 4
SR 11
All 3
LI 11
CANARY ISLAND DATE PALlI
LIVE OAK
QUEEN PALlI
CHRISTIIAS PALlI
Tu.carora Crape lIyrtle
, "
fG, 10' CT. 'Z tr~
30 GAL., 10'-12' X 5'-6', 2" CAL. IIIN., 6' CT.
30 GAL., 10' -14', GREEN TRUNK
fG, 10'-12' DBL
30 gal., S'-10' x 4'-5', 3 stem. min.
Phoenix canarlensls
Quercu. vlrglnlana
Syagru. romanzofflana
Adonldla merrlllll
logentroemla Indica
OND
RI
PS
Zf
LEG
Nerlum oleander
Raphlolep.ls Indica
Pennl.etum Mtaceum
Zamla lurluroceo
L1r1ope muscarl
DWf OLEANDER 'PINK PETITE'
INDIAN HAWTHORN
WHITE fOUNTAIN GRASS
CARDBOARD PALlI
EVERGREEN GIANT L1RIOPE
3 GAL., 36" HT., 3' D.C.
3 GAL, 20"-22", 2.5' O.C.
3 GAL, 30" X 16", 3' O.C.
7 GAL, 20" X 30", 3' O.C.
1 GAL., 12" HT, 2' O.C.
104
103
11
16
123
3800 Sf
ST. AUGUSTINE flORATAII
~
1, IRRIGATION SIW.l. BE SUPPUED TO AU. REQUIRED UNDSCAPED AREAS NECESSARY TO PRESUVE 1'H[ lANOSCAPING IN A HEALTHY GROWING CONDIllON.
2, AN AUTOIIATlC IRItGATlON SYSTEII PROVIDING COIIPl[TE WATER COVERAGE (100ll) rOR UNOSCAPE IlATERIALS SHAll. II: PROVIDED AND IIAlNTAlNED AS A FUllY FUNCTIONING SYSTEW,
3. AU. IRRIGATION SYSTElIS CONNECTED TO THE PUIUC POTAIlU WATER SUPI'lY SYSTEW SHAll INClUDE A IIACKA..OW PREVENTER AT THE SEIlVIC[ CONNECTION.
4. AU. IRRIGATION SYSTElIS SIW.l. BE INSTALLED SO AS TO 1ollNl1llZE SPRAY UPON Nff IIlPERV10US SURfAC[, SUCH AS SlDEWAU<S AND PAVED AREAS (LOW VOlUIIE).
5. AU. IRRIGATION SYSTElIS SIW.l. INCLUDE A RAIN SENSOR/SHUT orr DEVICE TO AVOIO IRRIGATION DURING PERIODS Of SUmaENT RAlNrALL
6, UNDERGROUND IRItGATION SIW.l. NOT BE INSTALLED WITHIN THE ORIPUNES OF EXIST1NG TREES UNLESS ROOT PROTECTION WEASURES ARE PROVIDED.
7, Ir AVAlI.Alll.E, RECLAlIIED WATER SHAll BE USED rOR IRRlCATION PURPOSES.
8. NO PLANTING AREA SHALl. II: WORE THAN SO' FROW A WATER SUPPLY HOSE BIB.
W.QoI
1. AU. PUNTING IEDS SIW.l. BE WUlCHED WITH 3" WELALElICA WULCH,
~.... MJlC1\IIE
1. Pl.ANTlNG SOIl. FOR TH[ TREES, SHRUBS, AND GROUND COVER SHAll COlISIST Of SOX NEW TOPSOIL, 25. PEAT WOSS,
WITH 25ll Of NATlVE SOIl., PLUS THE AI'PROPRlATE AIlOUNT OF FERnUZER.
~
1. THE TRUNK IIIWlCHES AND liVES FOR AU. OAKS AIlD lIYRTI!s, AND THE rRONDS AND BUDS OF AU. PAUlS
SlIAl.l. IE S!'RAYID WITH AN ANTI-DESICCANT JUST PRIOR TO TRANSPORTING TO SITE.
1_.1. <<
1. AI'Pl.Y"caoco RONSTAR G" WITH A PROPERLY CAU8RATED GIWIUW APPl.ICATOR THAT WlU. APPLY THE
GRAMUU:S UNIF'ORIIl.Y AFTER INlTIAL PI.ANT1NGS HAVE BEEN COlIPLETEll. APPLY AT A RATE OF 3 1/2 LIS.
PER 1000 s.r. Of PlANTED AREA SPEClRED. DO NOT APPLY JlR[-EIlERGENT CHElIICAL ON liVES.
5/1' IlIA. .,.. _
lIILn-51Dl _
FBrIIJZIR
TJl[E$ . 10-10-10 AT 2L8S/TREE
SIIlUIIS AND GIlOUIlDCOYERS = 8-8-8 AT 10L8S/1000 sr
SOD . 10-10-10 AT 10L1S/1000 SF
DOUaI _ 11011
_llM.Y._
5 M ~ EllUAU.Y
5l'oao___
s. ME1AL.EUtA -...eM
5'-" EAIlll SAUClII
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1. All. TJl[E$ SIW.l. II: STAKED AND GUYED WITH VERTICAL 2"X2" PINE STAKES OR 3" DlAWETER
POST AS SHOWM IN DETAIlS. 110 DEVIATIONS UNl1SS APPROVED IN WRITING.
WA.__D
1. AU. PUNT IlATERWS SIW.l. BE WATERED IIY THE CONTRACTOR THOROUGHlY WHEN PUNTED AND DURING
THE PUNTING TIllE PERIOD uP TO rnw. ACCEPTANCE IIY OWNER.
m PIC rM.
DI5TIIl _
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1. GRASS SOD SIW.l. IE ST. AUGUSTINE FtORATAII AND SIW.l. IE WELL IlAmD WITH GRASS ROOTS.
THE SOD SIlAU. IE TAKEN UP II RECTANGUS I'IlUDAILY ,2"X14", SlIAl.l. IE A lIINlIlUIJI Of 2"
II T1llCICIlESS AMD SIW.l. IE UVE, FIlESII AND UIIIUJREO AT THE T1IlE Of PlNmNG. It SlIAl.l.
IE IIL\SllIItW FIl& Of WEEDS AIlD 0IIlEIl GRASS AIlD SIW.l. 1fA'tE A SOIL IlAT Of stmClEIlT THICKNESS
AIlHlIIlO Ml.Y 10 TIl[ IlOOTS to wmtSTAIlD AU. NECDSAIlY HAIlDIJNG. THE SOD SHAll. BE SIWlEO
AIlD Km IIOlST UllTI. It IS PlANTED. DUIll'lIIG ITlOII VEHICllS W1l.L IIOT IE PEJlIIITTED. DAIIAGED
SOD WILL IE RUCTEIl. REPUNT1NC SlW.I. IE DONE WITHIN 411 HOURS AFTER TIllE Of HARVESTING OR
SOD SIW.l. IE Km IlAIIP UNTIL PlANTED.
2, SOODIlG~
1. son SPOTS AND IIlEClUlTIES IN GRADE SlW.I. BE CORRECTED 1lET0RE BEGINlIlNG SOD WORK,
2. GROUND SlW.I. IE SUFFlClENTlY IIOlST PIllOR TO LAYING OF SOD.
3. LAY SOD WlTIlOUT YOIDS, TAMP OR ROU.. SOD SIW.l. IE THOROUGHLY WATERED. THE SUMAC[ SHALL
BE TRIJ[ 10 F1IlISHED GRADE LINES, EYDl AIlD FIRII AT AU. POIlTS.
4. PlACE SOD WITH STAGGERED JOIlTS CI.OSEI.Y IIUTTED, TAllPED OR IlOULD TO AN EVEN SURrACE TO
THE REQUIRED FINISHED GRADE. A'IOID CONTINUOUS SEAII ALONG UNE Of WATER FLOW IN SWAl!S.
PlACE SOD II ROWS AT RIGHT ANGLES TO SLOPE.
5, FERllUZE.
. ~.:
TYPICAL MULTI-STEM TREE PLANTING DETAIL
N.Y.S.
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1. F1IlAL IIlSI'ECTlON WlU. NOT TAl([ PlACE UNT1L AU. IlATERWS ARE PUNTED/INSTALLED CORRECTLY. CONTRACTOR
W1l.L REQUEST A nNAI. IlSPECTION BY WRITTEN IDTER TO OWNER.
2, UPON F1IfAI. IlOTlCE Of F1IlAL ACCEPTANCE, THE OWNER Wll.L ASSUWE lWNTENANCE AND THE GUARANTEEI
WARRANTY PERIOD II:GINS.
5" IlD.ALEUCA
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1. AU. SIIlUBS, GROUND COVER AND SOD SIW.l. BE GUARANTEED FROW NINETY (90) DAYS AFTER RNAL ACCEPTANCE
IIY OWNER. AU. PAUlS AND TREES SHALL BE GUARANTEED rOR ONE (1) YEAR AFTER RNAL ACCEPTANCE BY OWNER,
DaST1NG SOL
DRM 2 . 2 11M $TAlC[
oe 5" 1M. POrT A'
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GlY. _ ' 2 GUY WIllS ON
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TYPICAL SHRUB PLANTING DETAIL
N.T.S.
TWIC[ tIlO1IIIl.
IIWlE1DI
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TYPICAL TREE PLANTING Del AIL
N.T.S.
GAOUNDCOVER PLANTING DETAIL
N.T,$.
SHEET DESCRIPTION,
2639 McCormick Dr, Cloarwoler FL. 33759
Tel, (727) 724,8422 . Fax, (727)724.8606
clo Johnson, Blokely, Pope, Bokor. Ruppell 8 Burns, P.A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
GRA Y DOLPHIN CONDOMINIUMS
LANDSCAPE PLAN
NO,
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BARIit""
JUN 20 2001
P.E,#32231 ~
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1. IIltllGATION SIW.I. BE stJIlPUEIl TO AIJ. REQUIll[D WlOSCAI'l:D AREAS NECESSARY TO PRESERVE THE WlIlSCN'lNG IN A HOlM GROWING CONDITION.
2. AN AUTOIIATlC IIltllGATION SYSTEII I'tlOY1DING COIWUTE WATER COVERAGE (tOOll) FOR lANDSCAPE MATERlALS SIW.I. BE fltKMD[D AlllIIAINTAINED AS A nJU.Y f'UNC'TlONlNG SYSTEII.
3. AIJ. 1lllllGATION SYSTDIS CONNECTED TO THE PUIUC POTAIl! WATER SUPPlY SYSTEII SIW.I. INCLUDE A IIAClCfl.OW ~ AT THE SEIMC[ CONNECTION.
4. AIJ. IIllIlGATION SYSTDIS SIW.I. BE IHSTALUD SO AS TO lIINllIIZE SPRAY UPON Nff IIlPEIMOUS SURfACE, SUCH AS SIDEWALKS AND PAYDl AREAS (LOW VOLUIIE).
5. AIJ. IRRIGATION SYSTDIS SIW.I. INCLUDE A RAIII SDISOR/5Il11T OfF D€VICE TO AVOID IRRIGATION DUllING PERIOOS or sumctf:NT IWNFAU.
6. UNDERGROUND IIltllGATlON SHAll NOT BE INSTALUD WITHIN THE DRtPUllES or EXmlNG TREES UNLESS ROOT PROTECTION lI[ASIJRES ARE PROVlll[D,
7, IF AVAlLAIlLE, RECl.AIW[D WATER SHAll BE usm FOR IRRIGATION PURPOSES.
8, NO PLANTING AREA SHAll BE llORE THAN SO' FROIl A WATER SUPPLY HOSE BIB.
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GENERAl.
L TI-II! c::oNTIUCT~ &l4AU.. IlII!I'eIlt TO TIoE L~ .-LAN ~ TN!NCI-lINCio TO LAY pDIl'"!! TO AVOIP Nl!!W AND !XI&TINCio TIllEE&. L~ &l-1!IIe& AND UTILITII!&,
2, ALL WIltING ~".. IMlGATION ~1!1It TO TI-II! ~ CONTltOL VALV!!& &l4Al..L eI! lI'-I~11 PlleCT eulItll!P CAel.!, ALL WIN! 6Pt.ICE& &l4ALL I5E MAP\! 110I
VALV!! 1!IOXI!6 ONLY U6INCio ~IN 81fItP &NApo.TITE COl+lI!CTo.- AND &l!ALANT,
" TH! c::oNTIUCT~ &HALL V!!""" ALL CGlNPITI0N6 AND PIMl!N6I0N6 &I-lOIIN ON TIoE I"L_ AT TI-lE &ITE F!It101lt TO COM1ENCEMENT OF ~ lNPEIIt TIolI& CONT1IlACT,
~, ALL I~TION IN6TAU..ATION 6I-IALL CON"OIlM TO LOCAL COPI!& AND IltEGULATI0N6,
!, TI-II! c::oNTIUCT~ &l4ALL ee 1ltE6I"ON&1eu! I'OIlt TIolI! I'1NAl. ADJU&'Tl'1ENT TO ALL lli"IItAY& TO A&&UIItE IIN) FEI'ICENT COVEIItAGI! AND TO MINIMIZE OII'CJlIlllI"IItAY,
6, NO LINE& AN! TO ee LOCATEP WfTIolIN TIoI! ~TE:CTIV!! 1ltAD1u& CIfI TIItI!I!&
" CONT1IlACT~ 1& TO MATOlI"N!CII"ITATION ~TE& FOIIt TIolE l-IlINTI!lIt IolI!AD&,
e, TI4E ~~ &HALL CONTACT TI-II! L.ANP&c:AI"l! ~ITI!CT IN TIoE 1!\o1!NT TIolAT ANY P1!&1<iN Cl-IANGoE& AN! PEl!MEP NECE~ elY TI-II! CONT1IlACTOIIt. TIoE&I! CIolANGE& CAN Tf.lEN eI! MAPE
WITH TI-II! Ao , ~"'AL 01' TI-II! LAND6CAP"I! ~ITI!CT,
~ THE c::oNTIUCT~ 16 N!&I"ON6l81.1! IN MAIClPG 6UIIlI! TI-II! 1'"(;._ O&EP &Y&TEM 1& IN GOOD UJON(JNG OIItPER
~, TIoll! c::oNTIUCT~ 1& TO IN6TALL A MA/o&lAL ~ GAll! VALV!! 1"I'tI0Ilt TO I!ACI-I ELl!CTRIC vALV!!,
II, TI-II! c::ONTIItACT~ 1& TO &lI!IMIT IMIGATION I"l.AN6 TO ueF I'OIlt AI"I"IllOYAL 1"'IItI0lIIt TO TIolI! &T AIIfT OF WOIllK.
12. CONTIItACT~ TO ~ I!XI6TiNCIII"N!6UIIlI!AOW 1"'IItI~ TO IN6TALLATION IN CA6I! ADJU6lM1!NT& TO TIolI! P1!&1<iN NEEP TO ee MAP\!,
P'f"I!
L ALL IMIGATION POll'"!! INCLUDING MAINI.I1'f! AND CONPUIT& 1& TO I5E &oEPULE ..., I"\;C, ALL WlfUolG TO I5E IN CONDUIT IF NOT WITIolIN TI-lE MAINI.INE TfllENC+1,
ALL 6L1!EYINCio lNPSIIt poAYEMI!IoIT TO I5E &oePUl.E ..., AND TWO TIMI!& TI-II! DIAMETEIIt OF TI-II! POll'"!! 6lJI"P"l.. YING.
2. ALL P"lP"INCio ON TIoE I"l.AN6 1& PIAGlItAI11ATICALL Y ~ I'OIt Cl..AlltfTY AND &l4AU.. eE ~ TO AVOIP AelOYE AND I5ELOW ~ I'EATUN!&, P1!&1<iN MOPIFICATI0N6 &l4ALL ONLY ee MADE A&
NECE&eNn' TO I"&T FIELD CGlNPITI0N6 AND ONLY l.PCIN AI"I"IllOYAL OF TH! LANP6CAPE ~ITECT,
3, DUCT TAP'l! AND ~ R..UClr ALl.. ~ CONN!!CTI0N6 TO,..,..\oIENT PEI!llItI& CONTAMINATION DlJIltING IN&TALI..ATION.
CON~Lellt
I. CON'llUCTOlIt TO I'IUol ON!! &TATION AT A TIME LlNLI!&6 TWO 1& ALLOUEO, CONTlltACTOlIt &f.lALL I"I'iIOYIPE A CON~LLER &cl-EDUI..E TO MINIMIZE PRE~ Lo&&E& TI-lROUCroI-lOUT TI-lE elTE,
2, TI-II! ~1!1It TO ee LOCATI!P A& &I-lOIIN ON T....-LAN. CONTltOLLI!Ilt TO I5E
~1N8111tP I!....x, CONTlUCT~ &I4AL..l. IN6TALL I"I!IIt ~ACTI.N" IeCGII"M!NPATION. CONTlltACTOlIIt TO COOIllPINATE EXACT LOCATION WlTIol TIolE AI'ICI-lITECT F!It101lt TO
IN&TAU..ATION. ~ ~& 6I-IAU. ee IN6TAU..1!P elY TI-II! c::oNTIUCTOIIt.
3, 121> \IOLT, &1NCloU! ~ IL.I!CTIIttCAL. .-ov.ellt 1& IeQUlleP TO OI"I!~lI! ".. IMIGATION ~EIIt. TIoE CONTIUCT~ &l4ALL ee N!6I-ON&181.1! I'Ollt COOfItPINATING TI-II! LOCATION
OF TIolI& ~ IT &HALL I5E ".. N!6I"ON&I81LITY 01' TI-lE CONTIItACT~ TO &l!1! TIolAT TI-lE ~EIIt 1& WIIltEP IN A.CCOR:>ANCE WlTIol ALL ELECTRICAL COPEe,
ALL MATEIItIAL& N1!CI!&&AfIn" TO WIN! TIoE CONTlllOLLI!IIt &I4Al.L ee I'IJIIlNI&I4I!P elY TI-II! CONTIItACTOIIt.
eAexFlLL
I. ALL MAIN LINE I"11'"tNG &HALL I5E !SUIt1!P TO IolAYl!! A MINIMU1 COY!!IIt OF 21>", ALL LATEIItAl. poll"1NG POUN&TlltEAM OF TI-lE MAINI.INE &l4ALL I5E I!lUIItIEP TO
IolAV!! A MINIMU1 COY!!IIt 01' 12',
2, eAClQ'II..1.. ~& WlTIol FINE GoRAI'ollL.AR MATERIAL WITIol NO FOREJ<:iN MATERIAL I..A"","ER TI-lAN 2 112".
TE&TING
I. PIIt1~ TO eACKFILLING. ~ THE vALvt! AND OPE~TE EAOl CII'lICUIT TO CI-lECK FOIIt LEAKAGE AAOUolD PYC FITTIN6&, MAKE NECE&6ARY COIItRECTION& TO eTOP LEAIC:&,
2, RI!TE&T TJ.lO&l! &Y&TEM& Wf.lE~ LEAI<.& IlERE CORRI!CTEP eEI'OIlIE COM'ENCING eACKFlLLING OPE~TI0N6,
3, Ul"'ON COMfDl.ETION. TE&T TIoE ENTI~ &'T'&TEM FOR OPEIltATION INCI..UDING EI..I!CTRlCALL'T' ACTUATING TIoE VALvt!, I'IUol TIoE &Y&TEM UNTIL WATER eEGlN& TO I"UPPLE AND/OlIt JllLIN OI'F TO PETEIllMINE
TIoE INITIAL ~LER I'IUol TIME TO PETEIllMINE TIoE I'U1ElER OF IRR1CiATION C'T'CLE& NECE&6ARY TO MEET IlEEI(L Y EvAf"OTRAN6PI~TION ~TEe FOR TI-lE PL.ANT MATERIAL IN6TALLEP,
AeeUfL T&
I. Ul"'ON COI'1P"l.ETION OF "Ae.euIL T" PIltAWIN6&, I"tllI!fDAM CONTfIIlOU.I!IIt OlAIIt'T& . ON!! I"I!I'It CON~LER INPICATE IN TI-lE OlAI'ItT I!ACIol AlltEA ~LEP ey A VAL vt!,
TIolI& ~ &f.lALI.. I!E REDUCEP TO A 61ZE TIoIAT WILL FIT WlTIolIN TIoI! CONTI'OL.LEI'It POOI'It 0lIt A UTILITY eA6KET WITHIN TI-lE ENCL06UI'ItE, TI-lE IltEDUCTION SI-lALL I!E A eL.ACK
ANP WI-IITE COI"Y TIolAT 16 IolElIlMETICALI.. Y 6EALED I!ETIlEEN TWO 21>MIL I"IECE6 OF CLEAI'It PL.AeTIC,
IN&f"ECTION
I. 1!lEI'0IIlI! ACCEPTANCE CIfI TIoE IIllI'ItI6ATION &Y6TEM, TIolE FOU.OWING POCI.MENT& SI-lALL I!E &ueMITTED FOR AI"I"ROYAL,
FINAL. WALI<..~ AND COlllIllECTION OF ANY I"\.NCI-I.LI6T ITEM&
COMfDl.ETION AND ACCEPTANCE CIF ACCUI'tA TEL Y ~P "Ae-eull.. T" PI'ItAUJIN6&
ACCEPTANCE CIF CONTI'OL.LER Cl-IAI'ItT& AND I"L.ACEMENT IN TIoE CONTI'OL.LER
2, MANUAL FL.lJ6I.I VALvt!6 0lIt FLlJ6I.I.0IJT'6 6I-lOUl...P eE FLiJ6I.EP TI-IIlIEE (3) TIME& EAOl IIllI'ItI6ATION 6EA6ON FOR A I"I!IItIOO OF W TO 61> 6ECOND& OR UNTIL TIoE WATER 1& VI&leL Y CLEAN, WI-III..E TIoE
VAL vt! 16 ACTIVATEP, Tf.I! 6Y6TEM &I-lOULP I!E l'I..iJ6I.EO MONTI4L Y 0lIt MORI! FREQlJENTL Y. FLlJ6I.IlNG 1& AL60 ~COMMENDEP ANY TIME TIolE eY&TEM Ie REI"AIREP,
PWlT llATDlIAl
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WOOD DDCK AND PILINGS 8
FOR BOAT SLIPS TO BE
CONSTRUCTED BY OTHERS
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THE MNATU"[ OIF THE OUAUTY
CONTROl OF'FlCU IN TN' SPACE:
INOfCAUI THAT ALL uou."ro
PERMITS HAV[ IUN OBTAINED
AN D THAT CONSTftUCTtON /I
AUTHORIZEO TO COMMENCE.
-,
PREPARED FOR,
1=
-
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
ROGER LARSON
HY.c CONTIlOU[Jl,
IWNlIIIDtsI'SEIlItS
0U11)()C)R WALL WOUNT
RAJeAD PESB SERES VALVE
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6HAU. I!lI! ... ~~ at' 1'1<< IH6TAl.LATICIN _CI'tCAT\GIN6,
2, ALL TIIlI!NCIl Dt!l"'TIol AN[) IlIOTW 6IW.l I!lI! ....
~ IN 1'1<< ~.ICATIGlN6.
" 2_ I"8l CONC:IeTe 0.- ~ III TO I!lI! U6I!C>
1'0.- TIAl6T 1!lL00000,
4, 1'0.- 4&' JW' ~TT_. MINIM.I1 at' 2 cueIC ...,. at' Cc:lNCNTI! TO I!lI! ueeP,
'--- CONTIlACTOIl TO _ ON WAU.
1.&-1NCH fI'YC SCH ~ CONOUfT
AND F1TTINClS
JUNCT10N lOX
II, 1'0.- 22-112' pm_. MINIMJ<1 at' 11>,& ...,. at' c:<::JNCMTI TO _ ueeP,
II, 1'0.- T9!1I, MINII"LM at' 2 CI.eIC "'T at' c:<::JNCMTI TO I!lI! ueeP,
1-1NCH I'YC SCH 40 COHDUJT
TO I'OWD SUl'l'l.V
W1Il[STO_COIlTIlOI.
VAl.YES
NT6
BARRY M, BY f\
JUN 20 2001
P.E, #32231
TYPICAL TtRJST BLOCK DETALS
RAteR) ESP-Me 8 STATION SA TEWTE
N.T.&,
SHEET DESCRIPTION,
_lID,
997-143
,.. . N.
"T.
DATE.
lID, DATE ....... 6119/01 M
BY
DOLPHIN CONDOMINIUMS
PLAN AND DET AILS
2639 McCormick Dr, Cleorwoter FL, 33759
Tel, (727) 724.6422 . Fo.. (727)724.6606
cia Johnson, Blakely, Pope, Bokor. Ruppell 8 Burns. P.A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
GRAY
IRRIGA TION
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SUR~'S REPORT
MAP OF BOUNDARY AND TOPOGRAPHIC SUR~:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER,
LEGAL DESCRlP11ON:
(SfE DATA SOURCES 21
, Loh 10 and II. UNIT 5-,A. ISLAND ESTATES OF CLEARWATER. occordlno fo fhe plof Ih.r.ol.
,.cord.d In 1"101 B.ok 10.,1"00'(') 5" Public R.co,d. 01 Pln.llo. Counly. Flo'ido,
ACCURACY:
I , THE ACClItACY ST ANDARO USED FOR THE HOR I ZDNT Al CONTROL FOR TH I S SURVEY. AS ClASS I F I ED
IN THE MINIMlIII TECHNICAL STANDARDS (6IGI7-6 FAC). IS 'CClMMERCIAL/HIOH RISK', THE MINI_
RELATlIIE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10.000 FEET, THE ACCURACY
OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS I FOOT IN 851.473
FEET, '
2. TRE FIELD MEASURED Vf:RTICAl CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE SURVEY
MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES, CLOSURE ACHIEVED WAS
0.022 FEET ERROR IN A D,3&6 MILE LOOP LENGTH WHICH EXCEEDS THE MINI_ ACCURACY
REQUIREMENT CALCULATED AT A MAXIMlIII MISCLOSURE OF 0,050 FEET,
5, ALL CONTROL MEASUREMENTS llEAE MADE WITH A TRANSIT AND STE,EL TAPE. OR DEVICES WITH
EQUIVAlENT OR HIIHER DEGREES OF ACCURACY.
DATA SOURCES:
I, THE BASIS OF BEARINCIS FOR THtS StJlVEY IS .THE SOUTH LINE OF LOTS 6 THROUGH II. UNIT 5A
ISLAND ESTATES OF CLEARWATER. (SEE DATA souRCES 41. SEING N67'5Z'50'W. AS SHOWN ON THE MAP
OF SURVEY,
2. THIS SUIlII!Y WAS pREp~ WiTH THE BENEF'IT OF A TITLE CClIIIlITM::NT PREPARED BY FIRST
AaERICAN TtTLE INSURANCE CGif'AHr. COIlMITMENT NUlIIER FA-CC-CWNH. FILE NUlIIER 118912-4,01.
CCIiIIIITMENT DATE MAY 8. 2001 AT 5:00pm,' THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS
IN SAID TITLE CClIIIlITMENT.
5. ELEVATHINS ARE BASfD UPON A ,CITY OF CLEARWATER BENCH MARK DESIGNATED 'DE-5,5'. A FOUND
CONCRETE ~ WITH BRASS D18II. ELEVATION "7,446 FEET,
4, THIS SURVEY WAS PREP_D WITH THE BENEFIT OF UNIT 5A ISlAND ESTATES OF CLEARWATER. AS
RECORDED IN PlAr IIODK 60. PAGE 51 ISHOWN AS (I") ON MAP OF SURIlEY). OF THE pU8I.IC RECORDS
OF plNELLAS cOuNTY. FLORl'ilA,
, '
~
5, THIS SURVEY WAS PREPARED WitH THE BENEFIT OF THE FOLLOWING CONDOMINIW PLAT BOOKS: (01
DOLJ'HIN POINT. A COND<lMIN,IW. AS RECORDED IN CONDOMINIW PLAT BOoK ,56. PAGE 76 ISHOWN AS
(PilON MAP OF SURVEY): (b) DOLPHIN COVE. A COND<lMINIW. AS RECORDED IN CONDOMINIW PLAT
BOOK 20. PAGE 55 (SHOWN AS (ptl ON MAP OF SURVEY): (cl DOLPHIN ,ff>ARTMENTS ASSOCIATIOIl OF
CLEARWATER INC.. A COND<IIIINIW. AS RECORDED IN COND<lMINIW PLAT Boot< 2. PAGE 96: (dl ISLE
OF CLEARWATER. A CONIlCINI"IW, AS RECORDED IN COND<lMINIW PLAT BOOK 52. PAGE 44: (.) ISLAND
MOORINGS CONDOMINIW. AS .CORDED IN COND<IIIINIW PlAT BOOK 59. p~ 108: ALL OF THE PUBLIC
RECOROI OF "I NELLAS COUNTY. FLOR IDA,
LMTAlIONS:
I, USE OF THII suRVEy BY ANYONE OTHER THAN tHOSE PREPARED FOR/CERTIFIED TO. WILL BE, THE
RE-USERS SOLE RISK WITHO\JT LIABILITY TO THE SURVEYOR,
2. THERE MAY BE AllOITlOHAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THE SUBJECT PROPERTIES
THAT MAY BE FOUND IN '!'HE pU8LIC RECORDS OF THIS COUNTY.
5, THE LOCATIONS OF THE UNIlEflGROUND UTILITIES AND/OR THEIR APPURTENANCES llEAE PERFORMED
BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY; ONLY THE UNDERGROUND
UT I LIT I ES AND/OR THE I R APl'URTENANCES WH I CH llEAE V I SIBLE FROM GROUND LEVEL TO THE SURVEYOR
ON THE ACTUAl DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED, NO EXCAVATIONS OR
SUBSURFACE WORK EFFORTS OF AN'( KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE
OF /lilY UNDERGROUND UTILITIES AND/OR THEtR APl'URTENANCES. THE SURVEYOR MAKES NO GUARANTEE
THAT THE UNilERGROUCl UT I L I TI ES AND/OR THE I R APpURTENANCEI SHOWN C<M'R I SE AlL SUCH
UT IL I TIES I N THE AREA. E,I THEA IN SERVI CE OR ABANDONED,
4, PRINTED DllENSlOHS SHO'Ml ON THE SURVEY SUPERSEDE SCALED DIMENSIONS, THERE MAY BE ITEMS
DRAWN OUT OF 8CALE TO ClIlAPHICALLY flHOW THEIR LOCATION,
5, UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED,
&, IRRIGATION EQUIPMENT NID/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SHOItI ON MAP OF SURVEy, "
7, NON-EXOTIC TREES " I~S NID LARGER DIAaETER AT CHEST HEIGHT WERE LOCATED,
B, THE SUBJECT PROPERTY LIES WITHIN FLooo ZONE AE. lASE FLooo ELEVATION "12. ACCORDING TO
THE FLOOD iNSURANCE RATE MAP. CCMIlNITY-PANEI. NLIIlER: 125095 OOD7 D. MAP REVISED: AUGUST
19. 1991, THE FlOOD INSURAHCE RATE MAP ZONE STATED IS APPROXIMATE. /Ill ACCURATE ZONE
DETEIIMINATION SHOUUI BE MADE BY THE PREPARER OF THE MAP. THE FEDERAL EMERGENCY MANAGEMENT
AGENCY. OR THE 'LOCAL GOVERltKNTAl AGENCY HAVING JURISDICTIOIl OVER SUCH MAnERS PRIOR TO
AN'( JUDClNEIlTS BEING MIlDf; FROM THE ZONE: AS STATED, THE ABOVE REFERENCED FEDERAL EMERGENCY
MANlfWJIENT AGt/ICY,"" ".TES IN THE NOTEB TO THE, USER THAT THIS MAP IS FOR INSURANCE
PURPOSES ONLY. ' "
9. NO INFONMTION FOR THE ADJ"CENT PROPERTY OWNERS WAS SUPPliED TO THE SURVEYOR,
10, SHOWN ANYWHERE oN THIS SURVEY. THE WORD 'CERTIFY' II IN>ERSTOOD TO BE /Ill EXPRESSION
OF A PROFESSIONAL, OPINI-DH BASED ~ THE SURVEYOR'S BEST KNOWlEDGE. INF~TION AND
BELIEF. AND THAT I T THUS CONSTITUTES NEITHER A GUARANTEE _ A WARRANTY,
II, CALCUlATED (CI GElMTRY SHOWN ON THE MAP OF SURVEY WAS CAlCULATED USING FIELD LOCATED
POINTS,
IlCUiDNtY ~
I, IMY ANGULAR ,AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAl DESCRlpTlONlS) AND THE
FIELD LOCATED OCCUPATION IIOlINDARY CORNERS. AND BOUNDARY CORNERS WITH IU.TlpLE BOUNDARY
~NTI ALONG WITH Milt CORRESPONDING QUADRANT DIRECTIOHAL MISSES. ARE SHOIN ON"" OF
SURVEY,
2, THE OVERALL DIMENSION FOR THE SOUTH LINE OF LOTS 1 THROUGH II. UNIT SA ISLAND ESTATES
OF ('.U~ATER. (SEE DATA eoURCES 41 IS CALCUlATED ,TO BE 334,54 FEET, THE FIELD IilEA8IJRED
DIMENSION WAS FOUND TO III 334.70 FEET, THE RE,SULTlNG 0,16 FOOT DEFICIENCY WAS pltOl'ORTlOHED
AT 1.00047827 FEET PER' FOOT TO PERFORM THE MATHOIATICAL CALCUlATIONS NECES6ARY TO
IlETElIMfNE lHE DllENSlONS OF THE "LATTED LOTS AND SUBJECT BOUNDARY.
.
.
;~ PioRDADESlGNCONSLL rANTs, INC.
, ENGINEER&. 'ENVIRONMENT ALlSTS, SURVEYORS a PLANNERS
2639 McCorlftick Dr, CI.o'....I.r FL. 3375$
T.I, (72") 724-8422 - FGI. (727) 724,B606
Ctlrtlflcot. of Authorlzotrom LB 6707
Statl of Flortda '
APPARENT PtMiICAL USE:
THE SUBJECT PROPERTY IS VACANT.
EASEMENTS/RIOHT-OF-WAY:
I, THE RIGHT-OF-WAY FOR DOLPHIN POINT IS ACCORDING TO THE PLAT OF UNIT 5A ISLAND ESTATES
OF ClEARWATER, (SEE DATA SOURC~S 4)
THE FOLLOWING ARE PER SCHEDULE .-11 'OF THE TITLE ClMI1TMENT REFERENCED IN DATA SOURCES 2:
2. C.,.nont.. condition.. r...rletlon. and .a.~nt. a. record.d In O.R. Book 1970. PI'.
28. lOO'Ih.r with .uch oddlllon. ond ...n"'nl. o' Irom lime 10 limo mer b. med.. .nd .ny
p.'tibl. chart.. and/or al...~nt.. Public Recordl ~'Plnellol County. Florida. but
d.l.flno ooy cov.nonl. CGndlllon 0' r..lrlcll.n 10dlcolloO . p,.I.,.nc.. I ImllGllon or
"I.crlmlnatlon bo..d on race. color. relltlon. .... handleo" familial .tatu.. or national
orloln 10 I~. .11.nl .uch cov.n.nl.. condlllon. or ,..I,lcllon. vlolol. 42USC 3&Q4(CI,
ISHOWN AS (D) ON THE MAP aF SURVEY)
5, SubJ,cI 10011 mafl.,. o. .hown ond ..f lorlh GI Ih. plol 01 UNIT 5A. ISLAND ESTATES OF
ClEARWATER. 01 record.d In Plot 800k 60. POtt(l) 51. 0' the Pu'lic R.cordl 0' Pin,llal
Counfy. Florldo, (SHOWN AS (PION THE MAP OF SURVEY)
4, SubJ,cl 10 lhe r..lduol royolly rlOhh 01 'Co..lol ".1'01.... C_ony. or 110 oulon.
r,.ulting from any a,re~nt .Itb fhe Tru.t,.. of the Inf,rnal Impro~~nt Fund Of the
51010 01 Florldo: 0100 tubj,cl to 011. ,.. ond mln.rol I..... tr.... fh. Truaf... 01 lhe
Inl.,nOI Imp'Oy_ol'Fund 01 Ih. Slolo 01 Flor Id,o. 10 C.o.lol p.trol.... C_ony. r.cord.d
In o..d Book 1184. 1"00.599 ond any ....dillcoflon. or od"".n. loony 01 .uc~ I.....
p.rlalnlno 10 011. 0". .ulphor. o.doll mln.,ol.. on or u.d.r .old lond.. wllh lhe
und...loodlno fhol' Ih. romevol,ol .... will b. don. only by n.on. olh.r Ihoo .nl.rloo upon
0' u.lnO Ih. .u,loo. 01 .old' lond.. (A REVIEW aF THIS DOCUMENT REVEAlED NO PLOTABLE
EASEMENTS)
CERmm 10:
ROGER LARSON
JOHNSON. BL~EL Y, POPE. IlOI<OR. RUPPEL NID BURNS., I" ,A.
F lAST AaER I C/IIl TITLE ,I NSURAItCE C<M'/IIlY
PREPARED FOR:
ROClER LARSON
SURVEYOR AND MAPPER IN RESPONSl81 [ atARGE:
TERRY D, FERGUSON
PROFESSiONAl SURVEYOR AND MAPPER
LICENSE NlIIlER pSM 4555
STATE OF FLORIDA
1
(PI "PI 60. pG 51. (SEE DATA SOURCES 4)
(I" II "CP8 56. "6 71 (SEE DATA SOIJRC[S 51
(1"21 "CpB, 20. pG 55 (SEE DATA SOURCES 51
(0) "OR 1970. "6 28 (SEE DSEMEIlTlIRIGHT'OF-WAY 2)
SUBJECT.
SHf:ET DESc;RIPTION.
LOTS 10 AND It
UNIT 5A ISLAND ESTATES
OFC,LEARW ATER
BOUNDARY AND
TOPOGRAPHIC'SURVEY
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Section 8. Town.shlp 29 South. ~ange 15 East, " '
City of, Clearwater, County of Plnellas, State of Florida
,^
AC - Acree f')j . Found No. PlD
A/C . AIr Conditioner F1CI . Found (
/llDW - Aephalt Drl_oy FNarD - found NoR ...d O'-k PI.S
/lIDS . ~ DraIn. S)M_ FFE .rJnl""ed Floor E1ewtlon P08
ASPH - Aephalt f')j.en . Found NoH and TIn Tob POC
B/C - Bock of CUrb FOP . Found Open End Iron Pipe POI.
IlCCM - Ilolrd 01 Caunty Cclmnlu' .~ 1InuI. 800Ic FPB - horldo p_ Corporation Box PAM
Bfl>D . Bock Flo... Prewntlon o..tce FPC - florldo P_ Corporation PSM
Bl.DG - 8uIdIng FPP . Found PInched Iron ~ PT
BHOY - Boundary FMS - Found RoIrood IIp.e PVC
.... - Borb WIre ,Fence FT . reet (R)
(C) . CoIculoted Dato FIT . r_ 11. RCP
C/C - Co\lWed Concrete FXC - found X-cut Rl.S
CCCl - Coo.tot Con.tructlot! Control L1n. G/A - Guy WIre AnchOr RNG
CCR - Certlfled Comer Record GE - Grote E1ewtlon R/W
COW - Concrete OrI_oy GI - Grote Inlet S
Cl - Curb Inlet CV . Call Valw sew
t - Center un. IE - In~ Elewtlon SEC
eLF - Choln Link F.-.ce INV - In~ SHW
eM - Concrete Monument t.8 - Corporate Certlftcotlon Number SIR
CMP - Corrugated Metal Pipe LP - Ught Pole S1R(W)
CO - C1_ out lS - Uceneed Surwyor SMH
,CONe - Concrete MAS - Masonry SHarD
COR - Comer YES .. MItered End Section SHar:D(W)
CPB - Condo Plat Book litH . Manhole SO
CIS - Concret. Slob MHW . ...... High Water SR
CfT - Curb r.. MOl. - Mor. or L_ STY
DB - Deed Book N - North S/W
DCVA - Double ChecIt VoIw, Alllmbly N/C - No Cap TIlM
DNR - Deportment of Noturol R_rcoe NIY" . Not Found TOB
DEPT - Deportment NAQ - .North American Dotum TRAV
OIA - DIometer HAW - North American VertlcoI Dotum (m>)
OIP - Duotle Iron Pipe NOS - Notlonol Geodetic !urwy TWP
OMH .. DrClInogo MontIoIe NOVO . Notlonol Geodetic Vwtlcol Datum U/p
E -Eost NP, - Normal Pool Elewtlon VCP
EeMP - Elliptical CorruVOted M.tol PIpe (HA) - Non RodIol W
EL - Elewtlon O/A - Owroll WI
EOW - EcIge of Water OHW - o-tleod WIre WIY"
Ell' - Edge of Pavement OR - 0ffIcl0l Record Book WN
ERCP - Elliptical ReInforced Concrete Pipe (I'A) '. Property Approl..... Mop Doto WJP
ESMT - Eo.......t, P9 . Plot Book WIT
(F) - FIeld Doto PC - Paint of CUrwture WV
FeM - Found Concrete Monument PCED - Plnelloe County EnvJneerfnll l)ep<l. bhent Ill'
FOOT - Florido Depor".n_t of Transportotlon PCP - Permanent Control Point .
xx
f'H - fire H )ldront PG(S) -PCIIJOlI Ill"
FIR - Found Iron Rod ond Cap PI . Paint of Intersection .
xx
- Permanent ldentlflcotlon Number
- Property Une
- Profeealonol Lond Sur..yor
- PoInt of B....~
- Paint of eomm_t
- Polht on line
- Permanent Ref~ Monument
- Profeealonol ~ and Mapper
- Paint of T...lIeflOY \ Point'
- PoIyW'o)l Chloride PIpe
- Recanted Ooto
- Reinforced Concrete PIpe
- ROlIletered I.ond Surwyor
. RonQO
. Right of Way
- South
- Set Concrete Monument. ."x"", PAM t.8 6707
- Section
- Seoeonol High Water E1ewtlon
- Set 5/8"lron Rod ...d Cop, FOe UI 6707
- Set 5/S"lron Rod ...d Cap, FOe t.8 6707 WITNESS PT
- Sanitary MonIlole
- Set Noll ...d 0..... FOe t.8 &707
- Set NoR ond Olalc, Fl)C t.8 6707 Wlll'IESS PT
-Square
- Stote Rood
- Story
- SIdewalk
- Temporary BenchmClltt
. Top of Bonk
- Travw.
- T)PIc:oI
- T.-IIhlp
- Utllty Pole
- VItrified Cloy Pipe
- West
- With
- Wood Fence
- Water Meter
- Wood UtDlty Pole
- WoII 11e
- Water VoIve
- Oecyees
- Minut.. (BeorIn9a)
- Seconde (Bearing)
- Feet (DIetanc..)
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+ - AerfoI T orQat ,
. - Bench Mort<
.sn. - Cable TV Paint Stripe
Ell - Cable TV Box
C - Communlcotlon. Monh....
. - Concrete UgIlt Pole
. - Concrete Post
...... . Concret. Utility Pole
(Q) . Oroin. Monhol.
EI - E1ec:trlc Box
f) . E1ec:trlc Manllole
~ - PpC Paint Stripe
~ - J'Pc Pedeetol
lit - fire H)'drant
f) - flIoo Pole
fII. Gas line ~'er
J;}. - Gas FIler Cop
~ . Call Vol..
IlII . Call Meter Box
~ . Cas line Point Stripe
III . Grote Inlet
~ - ~1E MCIIllIoIe '
i(.. . em: Pedestol,
ram - G1E MClltter
~ - Guy WIre
1) - lItht Pole
. . Moll Box
. - Metal Poet
. - ManltorlnQ Well
, - PCIItt~ Meter
!!l'P.$. Reclolmed Water Paint Stripe
.. . Reclaimed Water Box
A - RecIcIlmecI Water Vol..
~ - Sanitary Sner MonIloIe
e - SonItoryO_t
~ - Sanitary $ewer Paint Stripe
. . Section c-.
)!( - Slam_ ConMctIon
,-..-. SlcJn
a - Sprlnldw Cllntrol Box
~ - SprinIdOI HIod
DlfI. storm Water Point Strlpe
III - Traffic SlQnoI Box
II!! - Traffic SlQnol Pole
!"! - Water I.Ine Point Stripe
IJD - Water Meter
~ . Water VoIW
...... . Wood Utllty,PoIe
ItI - Wood I.IQllt Pole
. . Wood Post
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... . Paint of Devotion
~ - ColouIoted Dlmenelon from Structure
to Boundary I ftlght-of,..Woy Une
A
A
A
@). AuatroIIon Pine Tree
8. Bonono Tree
t!> - 80y T....
8 - Bottl. ,8ru"" T....
@. 8rozllon Popper
8. Bu""
8. Coctu.
e. Comp/lor Tree
@ - Cedor T....
@J - Cltrue Tree
@ - Cherry ,.....".. Tree
8 - Chino llorry T....
@J. C)pr_ Tree
8. Deod Tree
9 - Eer T,...
@ - E.wgreen Tree
8- Eucal)PU Tree
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8 - Hickory Tree
8. Holly Tree
@ - Jacarando Tree
{9 ~ Loquot Treit,
8. "'0110 T....
, e. MOpIe T....
@ - M~ T....
8 - Mulberry Tree
8 - M)lrtle Tree
8- Oak Tree
8. Palm Tree
@ - PlM Tree
8. Punk T....
8 - s-t Gum T.... !.ILl
8 - ~ore Tree ('1'~IC "i.
8 - UnknOMl T.... T 6
8-.... ~ m~~ ~ ~~o~ W ~
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- Boundory I.IM
. Center Une
. Eoaement Une
. EdIJO of Water
. Jurledlctlollal une
- Rl9lIt-Of- Wl1Y line
. Section Une
. Top Bonk Off Top of Berm "
. Toe of Slope or Grode Bnak
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DOLPHlr~POINT
A CONDOMINIUM
CPB 36, PG 16
2-STY MAS BlDG , 205
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SUBJECT,
FLORfJA DE$IGN CONSULTANTS, INC.
ENGINEERS. ENVfR9NME~T ALlSTS'fURVEYORS 8 PLANNERS
, 2639 "McCormick Dr,. CI.arwat.r FL. 3~ 759
'Tel, (727) 724-8422 . Fa., (727) 724-8606
Certlftcat. of Authorization: LB 6707
State of Florida
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City of Clearwater. County of. Pinellas, State of ,Florida
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. A CONDOMINIUM
CPB 20, PG 55
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