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FL 99-12-24
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CI1.V OF CLEARWATER, PINELlAS
TOWNSHIP 29 SOUTI-~,
COUNPfV, FLORIDA
LOTS 4~-45
SKYU~~E GROVES
(PB .14., PG 22)
SUNSET POINT ROAO(P)
(S.R. No. 588)(P)
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(PB 62, PG 26)
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1. CornrnOrl porking ond b/onket ingress/e9ress eosernen t exists for lots one, two
ond three, subject to being revised (rorn ti,.ne to ti,ne per restrictive convenCJn ts
for PCO Cen ter. . he b/onket ingress/egress eCJsernen t provides occ(~ss to P(]rcel A
(rorn the Sunset Point Hd right-of-woy, should thot occess ever be needed.
2. Moximurn building squQre footoge for lot 1 is 1 J,OOO s. f. per con troct with seller.
MoxinHJrn building square footoge for lot J is '0,000 s. f. per con tract with seller.
THE $i<.NAf1.;RE OF r1iE IJIJAUf'(
CONIRO!.. OfFXER l~ THiS ~Al:E
INOICATES THAT ALL REQUIRED
FERl.tITS HAVE 8EEN OlHAI~EO
AliD THAT CfJNSTitUC TlON "
- AIJTHORIZEO Tf) COM!.tENCE.
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~OA~HMAN LAKES ESr,\fES
(PO 62, PG 26)
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26 .39 Me Cor In i ck 0 r. C Ie l] r ,IV I) t e r F L, 3 3 7 59
reI: (l2l) 124-8422 - Fox, (27)124-8606
..,., . ~..~_..._",.,.."""',.."."',. .'~"'-"'__"_ ','" ,"""'" :~_-.-....,,; ". , . ...........al.."";
pr~EPARED FOR:
PREMIER COMMUNITY
350 EAST BA Y DJ~IVE
LAnGO, FL .33 -'-/0
PHONE. r/27} 585-:3111
FAX. (727) 587-0852
BANK
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FLORIDA DESIGN CONSUL TANTS, INC.
ENGINEEHS, ENVIHONMENT ^LISTS, SURVEYORS 8 PLANNERS
DATE
DA l E,
REV!$IC~S
.\??O 12/20/99
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174,207 S.F.
4.0 AC.
11,100 S.F.
2.,j%
1100 S.F.
F.A.R.. 0.02
N/A
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69.2%
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1'/1,20/ S.F.
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10,000 S.F. MIN.
1/,521 S.F.
10./%
11,O~I S.F.
F.t\.R.. 0.14
NIA
F.A.R., 0.50 MAX.
12l.42' MIN.
113)0' MIN.
166.51' MIN.
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2 S rOHlES MAX.
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5' MIN.
12' MIN.
12' MIN.
15' MIN.
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N/A 11,'30/3 S.F.
113.'3% OF G. 'I.A.
S rANDAHD. 125 SPACES
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50,159 S.F.
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6,500 S.F.
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:4- :f ,',MXjMIJM SQIJAHf FOO rAGE FOI~ LO r .3 IS 10,000 S.F. Pff~ CON nv\c r 'iii rll SELLER.
rHE s~~~n"RE ':f HiE QIJAUry
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PHEPAr~ED FOH.
PRENJ'EF~ COM~AU~J' ~rY BA~,IJ<
~350 EAST SAY DHIVE
LAHGO. FL .33110
PHONE, C/21) 585-:3111
FAX, (12-/) 51.r/-0852
'~I JF"')IO" .\ OF8/("'\1..1 C-"(""A/C'Ul sr "\ A/:>:rC'\ 1"/('
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ENGINEEr~s. ENVIHONMEN r AlISTS. SUHVEYOHS a PLJ.\NNEHS
26.39 McCorlnick Dr. Cle'Juvf)ter FL, .3.3-'59
fel, C!21) -'21-8422 - Fl))(, (127)124-13606
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261.89'
1/9,81'
50.3, 26'
CURVE
LENGTH
2!1.3.l2'
262.22'
181.09'
505.61'
f~ADIUS
1502.10'
1502. to'
11-.3 2. 10'
1502. ,10'
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== Proposed Storm Se'.ver
W/ Cr)ntrol Structure & M.E.S,
Proposed Son itory Se..ver r!i; Services
Existinrj Povernent
E;( 1~:3~-rl (\,1 ()
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let::: ~.~ _lei r
@ == Boy free
@) == Bottle Brush free
@) :::: CfJrnphor free
@ == ChinfJ Berry free
{0 :::: Hkkory free
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Concrete Post 0
Concrete Utility Pole
Droinoqe Monhole
Electric Monhole
Fire Hydront
FloC) Pole
Grote Inlet
Moil Box
Metol Post
Sonitory Se',ver Monhole
SfJnitrJrY C1eonout
Si(Jn
'7' Sprinkler HefJd
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Wood LifJht Pole
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Point of Elevotion
i'IC)-rEf:>
1. i\LL MA TERIALS ,'\ND CONS fRU( J SHALL BE IN ACCORDANCE ''',1 TH THE l\ E
S mlNGEN T TECHNICl\L SPECIFICA liONS AS FOUND IN fHE Sf ANOARD SPECIFICA nONS OF
fHE Clr( OF CLEARWATER OR THE CONtRACf DOCUMENTS AS PREPAr~ED BY FLORIDA
DESIGN CONSUL rAN TS, INC. SPECIFICALLY FOR THIS PRO,...EC r.
fHE ,JURISDIC nONAL AGENCY FOR THIS PROJEC f IS n~E CI TY OF CLEAHWA TER.
2.
.3. ELEVA nONS WERE ES fABLlSHED USING n~E NA nONAL GEODE nc SURVEY CONS mOL S fA nON
"COUR TNEY N." HA v1NG AN ELEVA nON OF 52.625, NA nON,'\L GEODE nc VER nCAL DA rUM, 1 '129.
4. fHE LOCA nON OF EXIS llNG U nLlllES ARE APPROXIMA fE AS SHO'hN ON fl~E PLANS AND
I f IS THE CON TRAC fORS RESPONSIBlLI fY fO DE TERMINE THE EXAC T LOCA nON OF fHE
U fill DES pr~ICR fO CONS muc nON IN I1~Elf~ VICINI TY.
5. THE CON mACfOR SHALL USE APPROPRIA TE MEASURES fO PRE\lEN f EROSION AND
mANSPOR f OF SEDIMEN f MA fERIAL fO INLE rs, SURF ACE DRAINS, LAKES AND 'NE fLAND
AREt\S. HiE CON H~AC fOR SH,'\LL USE STRAW BALES. SlL f BARRIEf~S OR 0 n~Er~ ,\PPROPRIA IE
MEASURES fO \41 nGA IE ,-\D'IERSE IMPAC TS TO EXIS nNG SURFACE WA TER OUALl fY.
6. SPECIAL CM~E IS r~EQUIRED fO PREVEN f DAMAGE fO TREES fHA TARE fO REMAIN,
n~E CON rr~AC fOR SHALL BE LIABLE FOR ALL FINES DUE fO DAMAGE OF mEES THA fARE
DESIGNA fED fO BE SAVED DURING CONS TRUC nON.
7. fHE CON TRAC fOR IS fO CON TROL ALL FUGI fiVE DUS f Or~IGINA flNG ON THE Pf~O,JEC f
BY 'NA TERING OR 0 n~ER ME fHODS AS REQUIRED.
8. NO DEBRIS SHALL BE ALLO\\'f.O fO EN TER fHE EXIS nNG $,'\NI f ARY AND S fORM SYS TEMS.
9. BACKFLOW PREVEN nON DEVICES MUS f BE INS f ALLED BY fliE CI fY.
10. rRAFFle CON mOL DE't1CES SHALL BE INS r,"LLED AND MAIN rAINED A r APPROPRIA TE
LOCA nONS IN ACCORDANCE W1 TIi JliE STANDARDS SE r FOR Hi 8Y THE MANUAL OF UNIFORM
TRAFFIC CON mOL DE't1CES AS ADOP TED 8Y HiE FLORIDA DEP r. OF TRANS. UNDER RULE
RULE 1 '1--15.010, FLORIDA ADMINIS H~A fiVE CODE.
11. LOCA flONS CF TRASH DUMPS TERS fO BE COORDINA lED 'M TH HiE CI r( OF CLEARWA TER
S,'\NI fA nON DEPAR TMEN r. ALL DUMPS TERS 'MLL BE SCREENED IN ACCORDANCE WI n~ CI f( OF
CLEAR'NA TEf~ REQUIREMEN TS,
12. SI TE LANDSCAPING 'MLL BE IN ACCORDANCE 'M fH SEC nON 12,2l OF THE CI fY OF CLEARWA fER
LAND DEVELOPMEN f COOE.
1..3. THE SI TE IS LOCA lED 'Nt rHIN FLOOD lONE X
ACCOf~DING TO FLOOD INSURANCE RA IE MAP - PANEL 10 Of 23. COMMUNI TY - PANEL NUMBER
125096 0010 0, MAP f~Ev'SED: AUGUST 19.1991.
14. SI TE UGH TlNG SHALL BE PROVIDED IN COMPLIANCE 'M TH CI fY OF CLEARWA TER
CODE REQUIREMEN fS. ,"LL SITE UGH TlNG fO BE DIREC TED ,'\WAY Ff~OM RESIDEN f1AL AREAS.
15. DE fAILED If~RIGA nON AND LANDSCAPE PLANS fO BE SUBMI T TED 'lvl fH BUILDING CONS TRUC nON PLANS.
16. fREE REMOVAL PERMI f APPLlCA nON ro BE SUBMlf TED A f TIME OF CONS TRUC nON PLAN
SUBMI T fAL.
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LAKES ESTATES
COU~JTY , FLORIDA
(FOUR SHEETS)
29 SOU' of, .p ~GE 16 EA ST
PLAT S
COACHMAN
PINELLAS
SECTION
TOWNSHI P
6,
DESRIPTION:
SB'iINNltG AT THE POINT OF INTERSECTION OF THE SOUT1f RIGHT -OF - WAY LINE OF SUNSET POINT ROAD (~TATE ROAD NO. 588)
W:TH THE wEST BOUNDARY OF T1E W.I/2 OF SE.I/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, SAID POWT BEING
5.1021' 4....W. 50.00' FEET FROM THE NW. CORNER OF SAID W.1/2 OF SE. 1/4 AND BEING 50.00 FEET FROM AND AT RIGHT ANGLE TO
THE CENTER LINE OF SAID ROAD, SAID CENTER LINE BEING THE NORTH BaJNDARY OF SAID W.lt2 OF SE_I/4, 114ENCE N.89049'44"E.,
ALO'IG SAID Saunt RIGHT -OF -WAY LINE AND PilRALLEL WITIt SAID CENTER LINE AND SAID NORTH BOUNDARY, 9J9.10 FEET TO A POINT
THAT IS 400.00 FEET WEST OF AND AT RIGHT ANGLE TO THE EAST BOUNDARY OF SAID W_1/2 OF SE_I/", THF.NCE 5.1013'56" W.,
PARALLE'_ WITH SAID E.\ST BOUNDARY, 450.00 FEET, THENCE N. 89049' 44" E., PARI.LLEL WITH SAID NORm BOlJNMtrr 400.00 FEET
TO SAID EAST BOUNOARY, THENCE S_lol3'56"W.,ALONG SAID EAST 8OUNDARY,1496.68 FEET,THENCE N.78054'37"",. 216.70 FEET,
THENCE I'll. 570oo'00"W. 156.00 FEET, THENCE ".8I035'OO"W. 172_09 FEET, THENCt: 5.460 29'oo"W. 156.00 FF.ET, THENCE 5.680 52'2,3"W_
146.60 FEET, THENCE S.B50I9'06"W. 240, I" FEET" THENCE S.680oo'oo"W. 174.99 FEET, THENCE S.85037'3~'" 'II 202.70 FEET, THENCE
S.67020'CO"W. 143.00 FEET, THENCE S.47000'00 W. 5700 FEET, THENCE N.46059'43"". 268.05 FEET, THENCE~.{)2021''J6''W. 110.00
FEET, THENCE N. 6004'oo"E. 291.05 FEET TO A POINT ON " CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS 'OF 503.17 FEET, THENCE
WESTERLY, ALONG AND Wlnt SAID CURVE, A CHORD BEARING AND DISTANCE OF N.880 37 '49""'. 23.84F.EE~ '10 A POINT THAT IS 345.00
FEET SQVTHERLY OF AND AT RIGHT ANGLE TO THE NORTH BOUNDARY OF THE SE. 1/4 OF SW. 1/" OF SAID SECTION, THENCE ".89059' 16" W.,
PARALLEL WITH THE NORTH BOUNDARY OF SAID SE. 1/" OF SW. 1/", 760.83 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
SQVTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, THENCE SOUTHWESTERLY, ALONG AND "'ITH SAID CURVE, A CHORD BEARING AND
DISTANCE OF S.45004'27"W. 35.32 FEET TO A POINT T~AT IS 22.50 FEET FROM AND AT RIGHT A' ~ Tti T.Hf ~NTER LINE OF
OLD COACHMAN ROAD, THENCE N.0008'10"E.. PARALLEL WI:H THE CENTER LINE OF SAID COACHMAN f, "OO.qo ~,THENCE
S.89051'5O"E., PERPENDICULAR TO SAID CENTER LINE, ".50 FEET. THENCE N. 0008'10" E., 27.00 FEET FROM A.ND PARALLEL WITH
SAID CENTER LINE, 269.95 FEET TO SAID NORTH BOUNDARY OF SE.I/4 OF SW.I/4, TliENCE S. 890 59'16".E., t.LONG SAID NORTH BOUNDARY,
1280.38 FEET TO THE NE. CORNER OF SAID SE.I/4 OF SW.I/4, THENCE N.l02I'44"E., ALONG SAID WEST BOUUOARY OF W.I/2 OF SE.I/..,
A CISTANCE OF 1276.85 FEET TO THE POINT OF BEGINNING.
DESCRIPTION FOR SEWER TREATMENT PLANT SITE:
COMMENCINU AT THE NE. CORNER OF THE SE.I/4 OF SW.I/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, THENCE S.1021'44"W.,
ALONG THE EAST BOUNDARY OF SAID SE.I/4 OF SW.1/4, 620.03 FEET, THENCE S.45025'02"E., 222.29 FEET FOR THE POINT OF BEGINNING,
THENCE 5. 45025'02"E. 73.32 FEET,THENCE S.79040'00"W. 142.14 FEET,THENCE N.10020'OO"W. 60.00 FEET, THENCE N.79040'00"E.,
100.00 FEET TO THE POINT OF BEGINNING.
DEDICATION
,
,
THE UNDERSIGNED HEREBY CERlIFY THAT THEY ARE THE OWNERS OF THE ABOVE DESCRIBED
PROPERTY AND THAT BESIDES ,HEIR INTERESTS THEREIII, THERE AI~E NO OTHER OUTSTANDING
,N'!'(RESIS IN SAID PRCPtt T:f, ,"dICH rROFf-RTY IS riE.~EfjYPLArn~D AS C\lACHMAN LAKES
i:.~iATf.S AND TH.U THEY DEOiU\TE ALL STREETS, ALLEY'S, EASEMENTS ANlJ PUBLIC PLACES
A SHOWN ON THIS PLAT HERE\flTH. THE PARTIES JOINING HEREIN ARE C"4CaMAN
OWNERS, H. M. COAC HMAN, I'll Ii. $.,:
MOORHEAD ENGI~e:ERING. COMPANY
401 S. MAIN ST OCAI_A, FLORIDA
JANUARY H, 1966
-
CENTER LINE CURVE DATA
. 1
~.
l\ RADIUS
44034'14" 528.17'
55029' 46" 425.00'
,.
10803230" I 160.00'
127053'00" 135.00'
a oll:ioo" 313.27'
63045'00" 380.14 ·
5BoOO'00" ; 4.50.00'
39" ' '~r: 34'
93(,.w vO" 42~.u""
32042'00 291.48'
TANGENT
216,46'
223.58'
222.42'
276.28'
273.1z'
236.39'
249.44'
120.44'
449.82'
85.5"
CURVE
A
B
C
D
E
F
G
H
I
J
STATE
COUNTY
OF FLORIDA
OF PINELLAS
!:!QTI. :
ALL BEARINGS ANt) DISTANCES ON CURVES
ARE CHORD BEARINGS ArlO OISTANCES.
. DENOTES CONCRETE MONUMENTS (P. R. M. )
o DENOTES IRON PIPE
ALL CURVES NOT INCl.UDED IN THE ABOVE
TABULATED DATA HAVE 25.00 - FOOT RADII.
-
BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED H.M. COACH MAfllI
J.W.CeAcJh~,A"'''' .,,41 , L.,V. CijAPP&Ll-'" '
TO BE KNOWN AND KNOWN TO ME TO BE THE INDIVIDUAL EXECUTING THE FOREGOING AND ·
ACKNOWLEDGE~ TO ME THAT THEY EXEG:UTi:D THE SAME FOR THE PURPOSES SET OUT THEREIN.
"*" \-\.t-\. <:'OAC.I-\t"\A~ A'!Jo t'R,1!S'CI!!"''f''JA'o4,'' .),W, C:O.<.\l"'-AH "", S.c.....'TR...S e~
c.....c.\4'"'...~ ~......e~'~5 '''c, AMP ,-,\.S. c.\,to.,,~.\.,- AS PR.e~,oc.~'t" Owr ""c
p,~~ ~"T'.",.\o ."~'<IC . '" c..'-E". ""'''T''~,A(S M.ft'1"c:r..c. Ct!E
WITNJESS MY HAND AND OFFICIAL SEAL AT PINELLAS COUNTY. FLORIDA I THIS ~ I €"T
DAY OF _ANtlAffY . 1966.
SURVE.YOR'~l CERTIFICATE
I, THE UNDESlJIGNI!D REGISTERED LAND SURVEYOR
HEREBY CERTIFY TH,t. OU OCTOBER 19~ '
THIS PROPERTY WAS,,.wRVEYED AND THIS PLAT 'IS A TRUE
REPRESENTATION OF ,THE Lj~NDS DESCRIBED AND SHOWN AND
THAT PERMANENT "~-ERE[J'~E Mr \4ENTS HAVE BEEN PLACED
AS INDICATED HEF IN \CCOi .CE WITH THE STATUTES
OF THE STATE Of . _ JftltJ 0\ l'HEHWNTO ~r.PEflTAINING.
. ',- \l \. v .!.~ /::~ 11,
" . ....... .' ~~:,:. .
MOORI~..E'NGMe'EBjNG.r~AlNY
'j1-)- .; ,"; ..~: ,i ~, . ~ 'S \1
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"1!~il.P .,'I.,URytYO"
"lQ~', ,~t,,~,,~.A\'~ '.NO.ISTT
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DATE OF SURVEY NO~~4 -OCT. 1965' ,
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CERTIFICATE OF APPROVAL OF COUNTY COMMISSION
STATE OF FLORIDA
COUNTY OF PINELLAS
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY
APPROVED FOR RECORD BY THE BOARD OF COUNTY COMMISSIONERS OF:..
THE COUNTY OF PINELLAS, FLORIDA, THIS a DAY OF rrU"AA~",lt~~'I'~ "'.',:-:.'_
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APPROVED: .<...'-' ....... '"
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CHAIR..AN. ARD 0' . ". '. >-'. ,- ,:_
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COUNTY GINEERIMQ
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CERTIFICATE OF: APPROVAL OF COUNTY CLERK
STATE OF FLORIDA
COUNTY OF PINELLAS
!'..... .
.. .!~ .
.. ".' r,..4 .
o H~IC"L.VMIILI:.",ltDI1R.E r. CLERK OF THE
CIRCUIT COURT OF PINELLAS. COUNTY, FteRIDA, tt'8r:By CERTIFY THAT
THIS PLAT HAS BEEN EXAMINED AND THAT IT COMPilES IN FORM WITH
ALL THE REQUIREMENTS OF THE"'StATUTE5 OF FLOfflDA PERTAINING TO
MAPS AND PLATS, AND THA ": ,&9 PLAT ~.!l,BEEN FILED FOR RECORD
IN PLAT BOO.K. ", .' e. P..U1JL.IC RECORDS QF. PINELLAS
COUNTY, FL?~ID~ , "'~,;'('''i~.:'4~~~''''~1 ,19~ .
AT t:f.:9P~ "1'1 ;;'O.,~<.,: ::r'(..:I',','
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~'f. ,~\\~"! \.j ,'J i" .~\, " ,CLERK.
.~. ...... :~. ".\." "~".. .:. '...' "'~LLAS COUNTY, 'LORIDA
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SHEET 2
LAKES ESTATES
FLORIDA
SOUTH, RANGE 16 EAST
COACHMAN
PINELLAS COUNTY,
TOWNSHIP 29
SEcnON
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NOTE:
SEE PAGE NO. I FOR CENTER LINE CURVE DATA,
ALL BEARINGS AND DISTANCES SHOWN ON
CURVES ARE CHORDS
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COACHMAN LAKES ESTATES
PINELLAS COUNTY, FLORIDA
SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST
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r~ESEf~'/EO fHE r~IGH r FHOM flME ro TIME ro MODIFY. EXP AND or~ AL fEr~ DE'/ELOPMEN r ON
Irs SI fE, USING fHIS F ;\r~. ;\NO MAY 00 SO UNILA fEf~ALL Y SO LONG ;\S SUCH MODIFICA nON.
AL fErV\ nON. EXP ;\NSION OR BUILDING DOES NO r CAUSE fHE DEVELOPMEN rs ON LO rs 1 AND
.5 ro BECOME NONCONFOr~MING UNDER APPLlC;\OLE CODES or~ POLICIES.
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2. Maxirnurn buildir1CJ squore footolje for lot 1 is 1 J,OOO s. f. per con tract with seller.
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01 ... \...... __ ~ I' Bla..I:)N3 , L-(' I ~ ROPOSED ~ 1HRU LANU1( ,. .': l=" . t 0 I
~.,p ~ i " ~"A,",.~ ....+.0;,.. ..C, ..:: :~' ~:>"!bj< ffi
51 \\.....1~30.00.S.F...... ~~:o~.j ~""":")'''J'~la~~.:..... '~''ii\IIa>''~''l,'';) ,t) ~ I
bl .... . EX. SAN,<:" ~-- ~~, ~ . ~o, -~. <, 0 I
.. ~ @)13-\ F, ~~9.6 .' '- , _ '4~~~~'L. CWN~<)., "( ,. ;:,;: .'DRJ 1HlJ.~ ,. ~1~4>(! 8 f!/f,-~ ~ . (L I
\<(J , .,. -- · ~ ::;':!"U -...;: ~ ~ lII!!!U'''-S:TE-SAN~ - '14-@)9- ~ I ~ ~: f. ,
I @ '~;:;:',;i( : __ ___..J~g-~~~-; b; 7~i58~~rr :R.\d~LA RAL, '-',;;i ~ ~3-1: ~~ t .. <(I I
: ,'-~ f,tf....6~ ~~~~~':?~;~'''''"'~'''~I- ~--~- (~TER~f' ~^ S/ ---Wl'~ -----J ~:~mRY r !.~ ~ii , ~:
: ,..-, '.lr~: r' ,~-_~.?~~ ;''''--~-: ~::-.:::; ~ ~J"~' -~"~,-;;;r:.,,. AVE:"'" 0 I ~A~HCLE ~r (' ~:
: ~# b .0% ~,..v'" 01>-' RI; a z ~ I .,. . ~ ;,1b, DUl.PS1ER P~.....""""'" .,o;~J< I Ir ~ :
I ~2- , t\.. SAN~ , , . ' .. -67.39,. "'I ~~ ~'" ' LoeA 11 ON " ~ 10,' I
I 15- ~ I 'MANHOLE ~ FLUME.. :~~: ~~'!Jy b1h : I~, I
.1 I e 15"e \ 0- 15-' f!J 5- ~!t ..' . '",.,t" -DU~TER PAD -- -~- - ~:.. - . " - , , .....",J', , .jL , , - , 1 -. t">-' I J
... I 14" @) , ..'P ~ ...() LOCAll0N x:x . ~~'!J I ~'I . ~ I
~~~+ ~ . . - . . --e . ~ . . -,. . --- rI-~ ~ _ ~ () Q""" .. -e26- 20- + I /::' I J I I
~ ~ ; ,j. .... I e __" ...... . . - , . - , . - 0' - . . e ....... J ~ ~ i: ~ I
I ~ I ~ e, ..!b~..~~ _'- }...y 'O~'). ~~. ~,,~ - ee 8 : t- ~ I
~I I "5" tl1!$~ :. ~..'!T .... .~., "~"'" "- -.- :-;-..,........ I i I .' - /I I
~ I d.0-18~ h14- 0 i::'"'~!"~: ':) +t '. ....~. FLJ;'~E."".""" -;:-. ........../~~P~~tl'). I' io) ~~ : Q II I
101 io) I \:J(9 j !' 12-6.10- :. .' ~"': F.E:S:...". + ~.." 0.94 Au...~ ~'J'!J I If. ~ I
I 6-ee3\ e12, f!J ~'J'). ~..'P~ r: RIP- INV-62.5 ~')., -/..'o"J,r 6" I 'I I
I I " ~ RAP . .' .+..... . ,~';)1 18 ~.20- I ~'^ I
I.:. 1 . ..'J "~ , ...'"
I'! I .. 1 11 t. . ~ . . . b' (;j 13"16" ...~. ~ '0'" 1!! I
'0').:'+ I I + ~~8. SA , 8 .. _!' +~').~ + ~').~ .... / All'- '" .... ". ~+ ti + ~1' e I v >:- ~ I
~I I UAIN ) ,14 ~ . : ~:'t t 11- I ..').. ~:' ~~: I ." I
M 15 : ~ : ~..." e I ~ 4. ~ ". . \ I C1 ~
I 8. SAN"" , 15-~-_ r : ". \...BERM / :' CONTROL: .....- ......... ;?J' I
.... ~').~ 1 I N .- , . -:+-. STRUCl1JRE~"', .... , ~ 60 E SE"'ENT AREA I
T' MAl ,,~ : '. ~..':o " lb IE-4r.28'.6"p ~ .
~ I " " " SANITARY ~." ..... . ~'l:,~" IE-62.68',6.PVC~ f~ _ _ _: AI 0 Rlw (04) I
I" " + , . .+ ~'P+-o.~~;' - - - - ;
..~ ~ ~~').!) 101 ~ " " " 10' UJlu;rt' ~D~RAlNAGE ~:~~~D2) ~~..~... ,:,.' ~ ~~~..... . . . . . . . .. . . . . . . . .. ~ ~~~... ...... ...... . ........ ~;: . . . .. . . . . . . . .~~~~~p~I' ...... . . . '.:. ::~~ ! : :
'J~~~" '\ \ ~-------------- -.::: ~~ - - - "7l.~- - - .;:'!t"- ,~ .~ ~~::::-?'_-~ ~ I
'+\ '\\~ \;... L J' WOOD RAIL FENCE 0-0-0-0_0 ~... .,. "J' lIIIVYI ~AI~ ~.,..,. -"7 - , -- --6,- ~- 'b J'.'ftOfiJ'::::~ !'O').').-;" ,
" 0_0_0_0_,,_0_0_- 0 =:-.r-:: !...~- _A, ,A. " ~':o. . ...... RAI' =..,..,. V' ~ 48- lJ E S
\ '). . . . I- - =i: 0 M. . . I
fo~'!Jt<.f- \\ '\, . !'r-'"r 12-~~ ao9.95'(F) ~~~ ()+ / r\ o~~-; 0-0-04, CLtSS9=S()'11-V(F) 0 4' CLF t~:! ~~,' :
-, ... '\~, \' BERM ELEVA~~N MAyJ
..' ~.~ ~ + ADJUST TO REFLECT " ,
.p. ~'f>.'!. ~~~\ \t~ ~g::EASEIAENT DRAINA~O~A~~LAllONS \ JUN 20 20Jbl !
(). ~ '\ \}.')." \ "'^ SEE PLAT RECORDED COACHMAN LAKES ESTATES I
\"l A_ ~ ,.: IN PLAT BOOK 62, '. I
"to-~'\ ').() \ T'{h PAGE 26 PINELLAS tPB 62. PG 26) SPECIAL NOTE;
~" ::I, J'() 'J~' ~~. COUNTY I I
'JCb....- "'Z .~ /PER RESTRIC110NS SET FORTH IN THE DECLARA 110N OF CONVENANTS. CONDI110NS AND
~. ~ ~ RESTRIC110NS FILED INCIDENT TO DEVELOPMENT OF LOTS 1 THRU 3. THE MAXIMUM FAR I
"Y\J) \~ AVAILABLE TO LOT 1 IS 13,OOO/SQ.FT.; LOT 3 IS 10,OOO/SQ.FT.. AND ALL REMAINING FAR
'J~':o~ ~.J- A TTRIBUT ABLE TO THE EN11RE PARCEL, LOTS 1 THRU 3, AND PARCEL A, ARE RESERVED TO.
~ ~ \ AND ALLOCATED TO LOT 2. AS SHOWN ON THIS SITE PLAN. THE OWNER OF LOT 2 HAS
<.?z 0 \ RESERVED THE RIGHT FROM 11ME TO 11ME TO MODIFY. EXPAND OR ALTER DEVELOPMENT ON
~ ~ ITS SITE. USING THIS FAR. AND MAY DO SO UNILA TERALL Y SO LONG AS SUCH MODIFICATION.
~ \ ALTERATION. EXPANSION OR BUILDING DOES NOT CAUSE THE DEVELOPMENTS ON LOTS 1 AND
~ 3 TO BECOME NONCONFORMING UNDER APPUCABLE CODES OR POUCIES.
EI.U ~q~-12-Z;
'. 'o' .
.. .
-
10
Q
0:
~
a::
~~~"J'
'f! 2 0 20J1
'/
~
NTS
~
-
t
o 15
~
30
~
60
I
f.1L.I
ft U]1 '/l ~cf
CAMP~ELL
COURTNEY
CAUSEVI A Y
DELTA
09'17'00.
10'00'00.
19'17'00.
19'17' 00.
LEGEND
LAND USE SUMMARY
EXISTING
o
RESIDENTIAL-
OFFICE-LIMITED
174,207 S.F.
4.0 AC.
BUILDING COVERAGE.
4.100 S.F.
2.3%
4100 S.F.
F.A.R.. 0.02
GROSS FLOOR AREA AND F.A.R..
SETBACKS.
FRONT.
SIDE.
REAR.
HEIGHT.
N/A
N/A
NIA
I STORY
PA VED VEHICULAR AREAS.
46.143 S.F.
TOTAL IMPERVIOUS AREA.
53.679 S.F.
OPEN SPACE.
TOTAL FOR THE LOT.
120.605 SF
69.2%
EXTERIOR PERIMETER BUFFERS.
NORTH.
EAST.
SOUTH.
WEST.
N/A
N/A
N/A
N/A
PARKING LOT INTERIOR LANDSCAPING.
PARKING.
LOT AREA.
N/A
Pr,OPOSjD
TOTAL
REOUIRED
MIN. OR MAX.
8-
,......
.
J.
r---,
L.___-'
- Proposed Sanitary Sewer & Services
.. Existing Pavement
-..-..
- . . - . . - = Lot Line
~.Ii .. Proposed Water Line & Valve
.. Existing Water (City Atlas)
- Propos.d Storm Sewer
WI Control Structur. & M.E.S.
.
o
N/A
~
RES/DENTIAL-
OFFICE-LIMITED
N/A
174,207 S.F.
4.0 AC.
10.000 S.F. MIN.
17,521 S.F.
10.1%
24.021 S.F.
F .A.R.. 0.14
EXISTING
TREE LEGEND
8 - Boy Tr.e
@) - Bottle Brush Tree
~ - Camphor Tree
@ - Chino Berry Tre.
8 - Hickory Tree
e.. Magnolia Tre.
e - M)'rtl. Tr..
@) - Oak Tree
8 = Palm Tree
@) - Pin. Tree
8 - Unknown Tr.. T}1).
IfimI = "'ail Box
ED - ....tal Post
<ID - Sanitary Sewer Manhol.
e - Sanitary Clean out
-,,- - Sign
'" - Sprinkler Head
ImI - Traffic Signal Box
[i) - Water Meter
~ - Water Valve
C""(L .. Wood Utility Pole
~ .. Wood Light Pole
<>> - Wood Post
....
~f;),
+ - Point of Elevation
N/A
EXISTING SYMBOL LEGEND
~ = Coble T.V. Point Stripe
raJ - Coble T.V. Box
. - Concrete Light Pol.
. - Concr.te Post
'1L = Concr.te Utility Pole
@ - Drainage Manhol.
~ - Electric Manhole
~ - Fir. Hydrant
() - Flog Pol.
IftJ - Grot. Inlet
@ = GTE Manhole
~ - GTE Pedestal
pm - GTE "'arker
-) - Guy Wire
x:x - Light Pole
F.A.R.. 0.50 MAX.
127.42" MIN.
11.00' MIN.
166.54' MIN.
25' MIN.
10' MIN.
20' MIN.
2 STORIES MAX,
30 FEET
NOTE:
OVERH
WILL B
SUPPO
63.908 S.F.
36.7%
N/A
84.059 S.F.
ISR. 0.48
ISR. 0.75 MAX.
90.148 S.F.
51.7%
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "'ORE
STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF
THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FlORIDA
DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY Of CLEARWATER. ,
3. ELEVATIONS WERE ESTABUSHED USING THE NATIONAL GEODETIC SURVEY CONSTROL STATION'
-COURTNEY N; HAVING AN ELEVATION OF 52.625. NATIONAL GEODETIC VERTICAL DATUM, 1929.
4, THE LOCATION Of EXISTING UTIUTIES ARE APPROXI...ATE AS SHOWN ON THE PLANS AND
IT IS THE CONTRACTORS RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION Of THE
UTIUTIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
@) - Existing Tree to be RemoYed
e - Existing Tree to Remain
10% MIN.
NOTES
15' MIN.
5' MIN.
12' MIN.
12' MIN.
15' MIN.
5' MIN.
12' MIN.
12" MIN.
\"
f;)+
~f;).
/-.......
I
20-e
\ "
"
11.908 S.F.
18.6% OF G. V.A.
12% OF G. V.A.
~
.
STANDARD. 38 SPACES
HANDICAP. 2 SPACE
TOTAL. 40 SPACES PROVIDED
2/.000 S.F. .
3 SPIIOOO S.F. FOR
STANDARD. 11I8 SPACES OFFICE (21,221 S.F.).64
HANDICAP. 6 SPACE PLUS 5 SP/lOOO S.F. FOR
TOTAL. 124 SPACES PROVIDED BANK (4,100 S.F.).21
85 SPACES REOWRED
o 1
Z I
1
5, THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDI"'ENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND WETLAND
AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
"'EASURES TO ...ITIGATE ADVERSE I...PACTS TO EXISTING SURFACE WATER QUAUTY.
6. SPECIAL CARE IS REQUIRED TO PREVENT DA"'AGE TO TREES THAT ARE TO REMAIN.
THE CONTRACTOR SHALL BE LIABLE FOR All FINES DUE TO DAMAGE Of TREES THAT ARE
DESIGNATED TO BE SAVED DURING CONSTRUCTION,
7. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER METHODS AS REQUIRED.
8. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
9, BACK FLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
10, TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND ...AINTAlNED AT APPROPRIATE
LOCATIONS IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES AS ADOPTED BY THE FlORIDA DEPT. OF TRANS. UNDER RULE
RULE 14-15.010, FLORIDA ADMINISTRATIVE CODE.
11, LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE CITY OF CLEARWATER
SANITATION DEPARTMENT. ALL DUMPSTERS WILL BE SCREENED IN ACCORDANCE WITH CITY OF
CLEARWATER REQUIREMENTS,
12. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF CLEARWATER
LAND DEVELOPMENT CODE. .
13, THE SITE IS LOCATED WITHIN FLOOD ZONE X
ACCORDING TO FlOOD INSURANCE RATE MAP - PANEL 10 OF 23, COM...UNITY - PANEL NUMBER
125096 0010 D. MAP REVISED: AUGUST 19.1991,
14. SITE UGHTING SHALL BE PROVIDED IN COMPUANCE WITH OTY OF CLEARWATER
CODE REQUIRE...ENTS, ALL SITE UGHTING TO BE DIRECTED AWAY FROM RESIDENTIAL AREAS.
LAND USE EACH LOT
LOT ONE
50,159 S.F.
1.15 AC.
BUILDING COVERAGE.
6,500 S.F.
13.0%
13,000 S.F.*
F.A.R.. 0.26
GROSS FLOOR AREA AND F.A.R..
SETBACKS.
FRONT.
SIDE.
REAR.
HEIGHT,
196.5'
19.0'
66.7'
2 STORIES
PA VED VEHICULAR AREAS.
22.602 S.F.
45.1%
TOTAL IMPERVIOUS AREA.
30.427 S.f~
ISR. 0.61
OPEN SPACE.
TOTAL FOR THE LOT.
19,732 S.F.
39.3%
EXTERIOR PERIMETER BUFFERS.
NORTH.
EAST.
SOUTH.
WEST.
15' MIN.
N/A
N/A
12' MIN.
PARKING LOT INTERIOR LANDSCAPING.
3,934 S.F.
17.4" / P. V.A.
PROPOSED
LOT TWO
LOT THREE
LOT FOUR
48.866 S.F.
1.12 AC.
34.447 S.F.
0.79 AC.
40.735 S.F.
0.94 AC.
4.100 S.F.
8.4%
4,100 S.F.
F .A.R.. 0.08
6,921 S.F.
20.1%
6.921 S.F. **
F.A.R.. 0.20
N/A
N/A
~
178.1'
34.2'
82.6'
119.07'
11.00'
205.14 .
N/A
N/A
N/A
I STORY
15. DETAILED IRRIGATION AND LANDSCAPE PLANS TO BE SUBMITTED WITH BUILDING CONSTRUCTION PLANS.
I STORY
N/A
31.367 S.F.
64.2%
16, TREE RE"'OVAL PER...,T APPUCATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN
SUBMITTAL.
9.939 S.F.
28.9%
"8:'2;9' S~'F.'
ISR. 0.53
o
17. DRIVE THRU CANOPY TO BE MODIFIED TO COVER THREE LANES ONLY. IT CAN NOT ENCROACH
INTO OR RESTRICT THE TRAFFIC FLOW IN THE PROPOSED THRU LANE.
36.197 S.F.
ISR. 0.74
o
Common parking and blanket ingress/egress easement exists for
lots one, two and three, subject to being revis~from time to time
per restrictive covenants for PCB Center. The blanket ingress/ egriiS$l
easement provides access to Parcel A from th, Sunset Point Rd I
. I!
right-of-way, should that access ever be nee ,d. ,. i
12,669 S.F.
25.9%
16.228 S.F.
47.1%
40,735 S.F.
100.0%
..~
\ 'JCb'
\ SWH
S RIM a-59.56'
IE N-54.22 'PVC
IE E-55.02', VC
IE 50054.21',8. YC
15' MIN.
N/A
N/A
N/A
15' MIN.
5' MIN.
N/A
N/A
N/A
5' MIN.
12' MIN.
12' MIN.
6.586 S.F.
21.0" / P. V.A.
\
\
\
1.388 S.F.
14.0" / P.V.A.
N/A
iUfAX/MUM SOUARE FOOTAGE FOR LOT I IS 13.000 S.F. PER CONTRACT WITH SELLER.
**MAX/MUM S~UARE FOOTAGE FOR LOT ,3 IS 10,000 S.F. PER CONTRACT WITH SELLER.
THE SIGNATURE OF THE OUAUTY
CONTROl OFFICER IN THIS SPACE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
~
,m
..
PREPARED FOR,
SHEET DESCRIPTION,
PREMIER COMMUNITY BANK
350 EAST BAY DRIVE
LARGO, FL 33770
PHONE. (727) 585-311I
FAX. (727) 587-0852
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727)724~8606
PCB CENTER
PRELIMINARY SITE PLAN
,4 6/18/01 REVISED LOT I WEST SETBACK
3 2/07/00 REVISED SPECIAL NOTE PER DRC MEETING
2 1/28/00 REVISED PER DEVELOPMENT REVIEW COMMITTEE
r 1/26/00 REVISED BUILDING FOOTPRINT 8 ADDED NOTE
,
.
..
D~TE,
NO.
~
AT 12/ 8/99 OF
DATE
c
o
'iii
III
E
....
CD
a.
c
~
~
'i:
~
~
~
o
.J;
~
"i
"0
CD
o
~
"0
o
....
a.
CD
....
....
o
"0
CD
III
~
CD
D
~
o
C
>0
o
E
III
~
a.
CD
o
c
o
o
"0
C
o
III
01
c
.i
o
....
a
U
E
~
.J;
01
.~
a.
o
U
@
..
o
;;;
..
~
I
E
~
o
Iii
o
o
o
N
o
N
C
"
-.
'"
.
"0
:i
::;
....
IX
~
"'
C
o
~
"'
5
J-
",
N
I
:;; o.c,
,.
G!
DE8lGHED
JA
DRAWN
WA
CHECKED
EM
EM
21,000 S.F. .
3 SPIIOOO S.F. FOR
STANDARD. 11I8 SPACES OFFICE (21,221 S.F.).64
HANDICAP. 6 SPACE PLUS 5 SPIIOOO S.F. FOR
TOTAL. 124 SPACES PROVIDED BANK (4,100 S.F.).2f
85 SPACES REOUIRED
"'.
LOCATION MAP
SR 580
C1'
-
MAIN
w
>
<[
(I)
W
-1
::J
U
~
W
J:
GULF
TO
BAY
o
z
<[
-1
J:
l.:)
.....
LAND USE SUMMARY
EXISTING
PROPOS:?
TOTAL
ZONING DISTRICT,
o
o
!&ft
RESIDENTIAL-
OFFICE-LIMITED
RESIDENTIAL-
OFFICE-LIMITED
LOT AREA.
174.207 S.F.
4.0 AC.
174,207 S.F.
4.0 AC.
BUILDING COVERAGE.
4.100 S.F.
2.3%
4100 S.F.
F.A.R.. 0.02
17,521 S.F.
10.1%
24,021 S.F.
F.A.R.. 0.14
GROSS FLOOR AREA AND F.A.R..
SETBACKS.
FRONT.
SIDE.
REAR.
N/A
N/A
NIA
127.42' MIN.
11.00' MIN.
166.54' MIN.
HEIGHT.
I STORY
2 STORIES MAX.
PAVED VEHICULAR AREAS.
46,143 S.F.
63,908 S.F.
36.7%
TOTAL IMPERVIOUS AREA.
53,679 S.F.
84,059 S.F.
ISR. 0.48
OPEN SPACE.
TOTAL FOR THE LOT.
120.605 SF
69.2%
90,148 S.F.
51.7%
EXTERIOR PERIMETER BUFFERS.
NORTH.
EAST.
SOUTH.
WEST.
NIA
N/A
N/A
N/A
15' MIN.
5' MIN.
12' MIN.
12' MIN.
PARKING LOT INTERIOR LANDSCAPING.
N/A
11,908 S.F.
18.6% OF G.V.A.
PARKING.
STANDARD. 38 SPACES
HANDICAP. 2 SPACE
TOTAL. 40 SPACES PROVIDED
LAND USE EACH LOT
PROPOSED
LOT ONE
LOT TWO
LOT AREA.
50./59 S.F.
1.15 A(;.
48,866 S.F.
'.'2 AC.
BUILDING COVERAGE.
6.500 S.F.
13.0%
13,000 S.F.*
F.A.R.. 0.26
4.100 S.F.
8.4%
4,100 S.F.
F.A.R.. 0.08
GROSS FLOOR AREA AND F.A.R..
SETBACKS.
FRONT.
SIDE.
REAR.
196.5'
'9.0'
66.7'
'78."
34.2'
82.6'
H~/~tlI,
2 STORIES
I STORY
PAVED VEHICULAR AREAS.
22,602 S.F.
45.'%
31,367 S.F.
64.2%
TOTAL IMPERV'OUS AREA.
30,427 S.FA
'SR. 0.61
36,'97 S.F.
'SR. 0.74
OPEN SPACE.
TOTAL FOR THE LOT.
'9,732 S.F.
39.3%
'2,669 S.F.
25.9%
EXTERIOR PERIMETER BUFFERS.
NORTH.
EAST.
SOUTH.
WEST.
'5' M'N.
N/A
N/A
'2' MIN.
15' MIN.
N/A
N/A
N/A
PARKING LOT INTERIOR LANDSCAPING.
3,934 S.F.
17.4% / P. V.A.
6,586 S.F.
21.0% I P. V.A.
EXIST N Rlt.t 1="1 _ 74.'\1\ .,
"STOP" 1."~~
..... N IE (24 RCP) - 68.14. .-4--1."t)
ASP HAL T P A V E t.t E N T SIGN ~ ~ E IE (24a Ra:') - 68.22 ,,~!:'').~2'. COl'!C. ....IR~. . ~"~1.
( ) N Rlt.t EL - 72.85 0 ~ ~."~'::I _ . ~. ~ ....,..,.. :.<.1....
WIDTH VARIES N IE S~ PIP~} _ 65.49 ~ 1.;~:", .......... ~. .<....~~' ~
'b~ 1~ 1').~'::I l' fU~E~~CEJEm:~~~ ... ~ ..' . .........~,:~~lei~()N~ I~'ci'
1()' 2' CONC CURB 1" 1.').~ PIPE t.tATERIAL) 'b' ..- .~ :--:-:'-,'.."c, '. ~\..~ ci
,,,- a?'. ,'" __ ............ 1').' S"'" / ",.iI; 1;"........... -no 1 ,.. C
"". ~,. L. ft'J-' .,,'1..' ,. . :::::w.......... ()'::I 1').:<''6 ~~ i> 1":--' -- X ~ ____
1~'~1()'''' -,- ~,-:Jl'l"tp I 4' CONC, S/W ~;~I' _ff'" ').:l..r~').. 1').l F1 ~t) _ 8" --ElI.'Sr"lE~"'(03) 0 ~I-
,). ~w .....- . ...... ~':o'O,. () . 1 ,ti ~'). /I::.a.... 1 . - " ,("....." '\,... = 6 "Of\'H
-M()!)"""~~~22~ 8F " OHIII 'I\, 1 -/1'>' -I ~ a'k' 'I 1 5' S\OEWAU< I
. ~n OO'~ 6 OHW "I').;''?> "<< OHW ': cr -;J3 OHW 1').'. \ \ ~ i i 6 QHW ' 6 QHW '- - 't1>
T 'O~'!o".J r.. ~ ~ .. ~ '18 LtOHf2 --, ,t;bV " ~(. -.... . J. - - ;;-------1 i--f.1()' ~C:J I
I I J ~~9-SO'~~ 4"& ~'(~ ~~~CJ"" BFPD 1()':o'~1~ STRIPE H.:8-.... ~~ _.~ _- _---,--- ()<;p _f- --l.1()' ,
\' L 2.~-Z-4l- I. ~_ ~~'---- ---- ,~~. ~:CONNECT TO Ie' ~CS C1\ 'i' "
I -r - - - - - - - - ~~'O\J1 I'O~' - ::rr 1 r 1()' " . / EXIST. PAVEMENT, q,'O ,
, I L 5' SIDEWAlK EASEMENT(D.3) 6 I 1-/4' CONC 'O~'I I I OUTLET 1()' ,\Q' 1()'!o'O />0 1()'~ ()~ ().'" 1()' I'" I
II I --r S/W . (rrP) (),'O "B!-~~ I 1
'~~~:1rrP) , , =0 . I I =0 n 1 . J 4f~~ I 1 'OIT -n..IDI::I:: ,
'- ,/ /. /' I ~').J I 'O'b~f) 'Oro'fb() ~fI, I I ~~ 9"17~'" ,,0:"". ()~ ,,0' 1..:' 1 1 ~ I I
- _ - / I '0 ...... f:.'b -+ - - - ~ - --+6 - U III . 1 6"6"7"e" nJ9 ACRES I
ft n _ - -+- - 1 -1- -i <ft., ~ _9> ~ 1 '1()'"
- - - ,:t I + v r I-:+-_ i>o010'~ ~ ... B,p,..... I \7 I \ + I
/ \ I "'7 A ~~ ift:\ . ~ E: ~ ' fct~ It) ~o , I~ ~ I
\ , ,/ ~.' ~ , _ti ~ _ _ _I...., ~~ ~f!J ~ ti . ~ .. . CONC *. I ~) (';;\ 0 I
~ 19" II .~/~- PVC ___,,~'c.:;;I - t ~'~~\ ,,~ - - r--_. - _~~rIi 51 ~':o~l :u~~ I\; , ~ I ~
-/'" \ _ _ ~ ,,4.~ r7/T WATEFV~ ~',\ RIM EL,-J ~loPV~UTY ~S!MEN~ ~ ~ I ,() +ti ~~* I' ,--I /.... 50' i~~E~;~T(t~EA I
APPROXIMATE/, '" / I) y~"( I 'I ~~ 0.85% :'\ \ . \ -66 96 "<,:=1 iiRE LINE _.... 'O'btJ; r>J~~ IO~' o~,
DRIP LINE (TYP) )\ f1>'Y F'O'b' · i>t;b ~.. . ~. '0 -4- I-- 5' ..1.4~ 6 ..J... Ill' '10 LF - 2" PVC ~~ I ~
/" _ _ ".,. / I / / ~~\......'O'b<:F r'O'b' . _ loa 1_ -1_ <pq,-:F '''''''it~ ti I '6" DOUBLE WATER ..0.5% I1p~ o~ ,
',/ .:v" I / I 'O'b' \ ~.p '::I'). ~1"l - - - -.,.. - - - ~ ~ I YELLOW IIX
, 6"7"."." /8 - - "1, I ~ I \ I I ti I ~. ~ ~~ ~ ~ I ~ 'b" rjr1tJ, I ~ I 1+ 8 I
\ / + , ,I ,~~.. ~ rjrtc r " '- ~5 IF. \ R ~-. ~ r oi I
, , 12"~/ 1 +''01':1' I.~ .~-' . & O,&:~C ~5- UOUI~ t-- ~ (\\. (;\"Q /'"Q I : I;., ~ ,
· r\T '>,,, \ /--;r........ u.~ tl..... II"""'" - YEll OW ~ 11' -- ~ ~ 1 /' 1 ....eo I 'r 1<1' ,
L.V . "-':II.:. -l.. ,/ i' 10'" ~"O' ~...... .-0' 6'~ >'0 I
\'" +- _ /. 101'~ f\'...... "'~ ~ I
:;o;.~~i"';<)UJ<J~ ~:~12. ,~:-~- \- ;),o'O'f&....~ ,'i'~ ...(o'i' . S P HAL T P.:~. ... .. II'" (J ~ ~~~-iI't::"..1J~~J'*'t-",'E, : <1-; ~....~ I
" "-,' ,,:;II , - -, R fil (;;'\ f ~ "'\. $1' r--- ~ .. . :-'Y"!IV !3' ~I~: J I
\..- - - - -).... I ~ /'0\\ ~;~. t"':;\ \V -R GHl TU ~N. ~ r\.. '\ .\ -.. TI L ~ ~~:'t~. ~ - -, 2 " Ir '
/,/ "........ _ _ ~ ~" I "'-1"..."L~lz;4 ~ 1 ~~ Ot<l L Y' SIGN ~ GO;" i>~.p+ '\ 'Oro'!> \q,I.R~"),,~], I I f'-r".:: I
/ i: I \ \ ~-r'~ I '. ~ I I HANOR ~,'). i f/i ~ LiS T E R ~ 'O~. I I L\a ,
/ ~ f' i '01':0'). " 'O'b-'~ - - - -bO~1:>>E_- _ _ _ _ ~,,'O I I E... ~o' 1.0% ~y I ~ ~FFIC~ + , 'O'b ~ i,,-?'!>~ I
I '61- .. ....., \ >>")'0" ~~"..J... 6' CONC S/W +j - .--,- -:t.- ~- - ~.tV _I "DO NOT . ~\t 'O'b' I II~ TV I
I 'O'Oi' ~~I ;.fQc>>1~~o-~- ~L'1J:;tACFES-----:thJ '-'-r HYDRANT~~ ."....J!~-r~~.~ ENTER-' BlLDt<<) 'ol~; 1
I 5"22"25" ~ : I I .~" RIt.t'P'EL ~ r-"J:.;f- '"' Jtj...~ - .... ~ . ""1' '7 I ' ~.
\ d ~ I' \ I _ 4.~.~ 67.39 10\"",, vO\,...~ tS1~t~~ ~ T v- ,.';'!J SIGN f1>'tPC)'l-. ,\?" ONE STORY I I ~ ; :J: ~ ,
S! I I /' ~ ~ 1'::11 /' '::I-J I ~I L"'r~~'O'b + tltJ.~ ft~ Ib,\ 6 921 SF I~: U I I
\ ~: IJ. ~ ....,d '9;:; '9 0 ~~ ., -.., :::;~'~!:::'~ I" · S P.. T~ 1 \ F.F.=69:9' I I -,i : ~ :
" I / r~>.. ___ ~t'...6'., ~1 ~:'!r'::'~.,. "#':':'...'-. . ...._.:...,.....~..... P A V E.. E N T ~.~ A~~AN ' .
, 'N'.. .....1 1~ o' ''i8WU~ .>!..~:;}....i..:~i>V',.,.~._.7': ~.,.nc~ J I
NOTE:- , - -~r ;..~I.~..(i:;;lt';~.~r.\:~':.;,;JIffi~_~.'b;;.'~."'.:.f.f~\.~;~i;..:::.~,;..:~ I ..: #1--- _ - q I; :$LOT TWO - IJ::::ICrI\ CROSS' '.' 2;" ~ :'O?!)~ot 3: I
~'i1R~r~~~JR~~? :.,:- \ ~: \ ~~,p\"." Jiff ...(0' · ....' ,I .." --..1--:,~ fi~A9lE! ~t -- ...11> e~ . : >>:;.' : 'O'b' .... ci ~ (? ,
SUPPORTED '" I ~II 'o'O~\ ~ \ t~~: ,. ?Jlr" ",I ~_ L -%$;~'~"",:~ ~ J" I.~~E"'R~~D :: ~~ 1 \ :
_ _ ~ .c. ,'~,_ e" 7r ~I.~ r~' ~. 10" i>"J. ~ ,,$' . J I o:~ ,
~ I I \ \ : @ /' BAN<' 6 ,t-" ~ ~ENERA TO~ ,~ . . .,,,. - : ~ 1 II 0 I
~ I 8"6"7" \ \ , I '" 'O'b- 10"' ~k ~'.' .;'. ~ . ~ I
0'&:\23- \'0'0..... ~ "- ~9 I' BlLDt<<) '1~ '" ROPOSEDlTHRULANE;t~:.<:~ POI
~ ,6 1; -~.........., fI1r J.,j SEE N01E '17 ~..:: '::' t.. f5 /'7
< 119' \ '. . lONE STORY ,.s _ ~~~ p'b:~.... 'O'b"J. ...~ .. '... ...h ...;:? ~ ....;.:: 'O"~j< CC :
51 \ +'O~tJ:J'STORY +101~ @ I' ~~ II :i: 4,100 S.F. I'~ ~ ftf ft ~6 ~ . .'''''' .'I'I~ !l':'~:....~.. ~;~ 'i.1 ".' ~~, Li,1' W I
51 \ -~13!:\ 000 S F ~ lq'~ . f1> I II" ~12._C!U t5 ~ I
. \~. ~ : ~.j EX. $AN. r.:;- - -::. ~ b!~ ~ ~~" pi ~ g,'} I <
~ 13- \. F. ,~9.6 4"Q. a..EANOUlS i~~ tAte LAN: ~ ~ r;.~e" OJ ~2f~ ~ I 0 I
~ - G> ..#1 - I - ~ L I ~~ TfftI TtftJ 11ftJ 1HIJ. I / 4' \:; ~ 1 n::, lL I
\ I \'" '0 I. ----tJ aM: DfWE DfWE p~ -~AN....I'"- -.Ji::"" 9" ......~ 0 -: i ,
15 ,- 1"" -s: _i~ .~---~ LATER ;~ G> ~ ,o~. t
I,' (Pi) '\ '" : _ _ _ _ ~<s- SAN - - - ~ ~~i ci5B...,~~N\:~ AL , -., .5tf ~ 3" I ~ ~i <( I
I : ~:.,f?-20.~:,i~k;~~'~'."~,."::~;~ --1- r' I ~~~~~;=/_--'_s-l~ -,--,: f~:~ITARY r ! ~ ~~i , ~ i
I I t.':l:"~ ~''ll'''' q.'fi'", ,__~'.-- __- -- T ~:.,).' o.5'~1'!o" AVE."E~ T 17', MANHCLE I ~-~ t.''O'" -.J I
I :I~~ I \.l... IO'::I~ _.::::: _ ... .t\ -- \ < \!..J , ~I LL'
\:;ro.~ I . ".~ - ...1--- - -- ~ ~ _ - - ~. >.J9\~ . q,1 I:
I : !T~~ b .0% G> ~'",,'Of)~ + 'O'::I~~ R~ "EL~ ~, . ~:-1h DUiAPSTER PAD,,".of- . g,1?J< I' It ~ ~ :
l' ~2" \ SANIT~ -67.3911. 'I .,of)o....~" .,L'... ~.~ LO~ATlO~,," ~ , ~I ~ <1', I
I I (6)15" .....,.." Ie" I MANHOLE -- ').1 FWt.tE'J :I;~?I -~. <0'0;, 'O'O:l'1r\:1 I I~: ,
118Q e" It!' P11~ -- --..... !..' 7." .""":" "7'i> . .\..~t I ,X '~It. I '
I 1~..8 \ 0" \ 15" ".,1'5 .... .~---+=------ ti~' b'bI--JL~ :'O~:l
. 15''(5r I 15" @ ~ 1'1 ~'::I' .'~'. :;\. DUMPSTER PAD - - - - - ~ - - b' .. - . . -... . . - . . - . 1 ~o .... I
... , 14" G> I ..'!> =- () LOCATION x:x !O~, ~'I '
? + m . . - . . -e . ---1 . . -I' . --fie" -+~ _ lei? () '0'::1' 26" .. + 6 ~. J I I
'O~. D ~ , ~" 24" I 9 9 .. ~ '0'" ..t;b' . -e . . - . . - . . - . . - . . (6)20 I ~ P/'I ::J: ~ I
I 01 e ~ P: to 0 24"23'" IX ~ . U 0
· ~ I I I 19,p #'1'.;.; ..~. =:-::- -- ~.."......., A\ ee I S I :... ~ I
I 8 I 10" I 5A'O'::I'!o~ ....- .' '0'" .... . -" '. ..~ADt"CI '). ,. . - ,
i I A le~ ~14- ~ i: :....!.~. ? +l; '. FLUME ".... ~ ~.-:-~.~ 6' "'> : Cl J I
I ;., I ~ e J 12"6"10":' ." t"':, . . . . . . 'O~. 0, ftA A I "L. I
83 F.E:S:...... + ~ "'C~....... .f-~ ,
6'~ PI \ 12 ~ ~"'b'); . ~~:~.,.. c.i" I
I ~ e I ti '0'" r: RIP- INV-62.5 'O').'!> -1:'0 . '" I I
I I \ I ~ RAP , . . .+. . . . . . . i ~!)-+ Ie ~i20" II I; I
.:. ;Y I .' ..? , . '0 " . ...() t
u, ' ~." (6)17" t :~~ 'O').~ :' ~ " ','0'0' 'O1~ 8'3-16", 'O~';. t,' 'OJ' 11 I
'O').:l + I + '0 8" S let "." + i> + ;. / ~ ". \, q,+ + 1 >: 1
~ I MAIN ) I 14': fI,:l, t 17-, ..'" fI,:l ti :
I 15" : ti : '0..... (6) r'O + ti . . . . \ ,~ l.> I
,~, 8" SAN"" I 15-~" r : ". "BERt.t / :' CONTROL: .....- ........ ,: I
'0').., I uAIN __ " . . -:+--. STRUCTURE~""', " ~ ~ 60' E SEMENT AREA ~I
+ M ~ : '. 'O..'!o /' 'b IE-lJ1.28,.6"Pj: i . AI D Rlw (D4)
I " " " SANITARY ~').... . . . . . ~'l;'~ .' IE-62.68'.6"PVC~ '0-:'" _ : I '; I
" " + ' "'+ fI,'!>-I-",'O"'1c - - = =.r#- ~
I
I
...~.~ \ ~______________ _ ~ .......... - .-r - -=-".JIf- ~---- -~^ I
." ':S,\ \' ~.,.- ..... .... .......n - - - ::~~
~~ \ \ ,,/L o_o_o2:-~:'~~'=--o-o-o_o_o-o-o 'O..'!o"7<o. 0 0 0'" ~ ~Al~ ~_C,f:__ __-L-. - t -- - - ~'!o.. Y .....'!> ~~~rr-;;;; '0').": ..... 48" I
\ .-0' '). . . . I" ,~ ~ 0 0- ! ~fI, ''b < M.E.S. 1
'::I~~"+ ~ \\ ,. ~" 12-:'0 atf9.95'(F) 'O~, 'O..~+ ro 'OJ> 0-0-0...-a:F-DS89:SO'11-W(F) - 4' C\.F i~~. + '0"
~.~' _6'<' .so. fI,!) BERM ELEVATION MAY. \ '
~~'~~'\ ~ + ADJUST TO REFLECT 0 ~ I
S ~'(' 9k. @, DRAINAGE CALCULATIONS \ : I I
..~ ~ ~ ~~\\ \ ~e~ NOTE: 1 ,
\ ?~. D. '~~, \ 't. FOR EASEMENT LOT 23 I
\ 59SU56H, ~:.. -P L ~ \).n.'.. \ ~'^ SEE PLAT RECORDED ""'A "H...). A"" · A KEC: EC:T. ~T. EC: I
SRI" EL- \ \.~ 7' ,,_ ~" ,-..: IN PLAT BOOK 62 ""v",,,,, " "'I" LJ"" ..., ...,. , ..., I
:~ ~:~~~.~"P~ ~~ ~~~ ?q,"() \"Y'{b PAGE 26 PINELLAS CPB 62, PG 26) SPECIAL NOTE: I
IE 50054.21',8" :vc ~ ....+Cl ~~ COUNTY
'::I~' ~ ~ PER RESTRICTIONS SET FORTH IN THE DECLARATION OF CON VEN AN TS, CPNDITlONS AND I
"b. <e ~ RESTRICTIONS FILED INCIDENT TO DEVELOPMENT OF LOTS 1 THRU 3, THE MAXIMUM FAR 1
\ f)~'!of:. -v, ~ ~~~B~B~ ~gT~~sE~~2~ot~~{lc t8fs311~10uog?1N%f}AR~~~ ~~A~~M~~~~~Jt~TO,
\ ~ ~ \ AND ALLOCATED TO LOT 2, AS SHOWN ON THIS SITE PLAN. THE OWNER OF LOT 2 HAS
% 0 \ RESERVED THE RIGHT FROM TIME TO TIME TO MODIFY, EXPAND OR ALTER DEVELOPMENT ON
~ \ ITS SITE, USING THIS FAR. AND MAY DO SO UNILATERALLY SO LONG AS SUCH MODIFICATION,
~ ALTERATION. EXPANSION OR BUILDING DOES NOT CAUSE THE DEVELOPMENTS ON LOTS 1 AND
~ 3 TO BECOME NONCONFORMING UNDER APPUCABLE CODES OR POLICIES.
RD
NTS
CAMPBELL
COUR1NE~ .
CAUSE'JA'l
REOUIRED
M'N. OR MAX.
N/A
N/A
10,000 S.F. MIN.
NIA
F.A.R.. 0.50 MAX.
25' MIN.
10' M'N.
20' MIN.
30 FEET
N/A
'SR. 0.75 MAX.
10% M'N.
15' MIN.
5' M'N.
'2' MIN.
'2' MIN.
'2% OF G. V.A.
LOT THREE
LOT FOUR
34,447 S.F.
0.79 AC.
40.735 S.F.
0.94 AC.
6,921 S.F.
20.1%
6,921 S.F. **
F.A.R., 0.20
N/A
N/A
119.07'
11.00'
205.14 .
N/A
N/A
N/A
I STORY
N/A
9,939 S.F.
28.9%
o
'8,219 S.F.
ISR. 0.53
o
16,228 S.F.
47.1%
40,735 S.F.
100.0%
'5' MIN.
5' MIN.
N/A
N/A
N/A
5' M'N.
'2' M'N.
12' M'N.
1,388 S.F.
14.0% / P. V.A.
N/A
*MAXIMUM SOUARE FOOTAGE FOR LOT I IS 13,000 S.F. PER CONTRACT WITH SELLER.
**t.fAXIMUt.f SOUARE FOOTAGE FOR LOT 3 'S '0.000 S.F. PER CONTRACT W'TH SELLER.
THE SIGNATURE Of THE OUAUTY
CONTROL OFFICER IN THIS lIl'ACE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
.
\
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P'
SUNSET POINT ROAD(P)
(S.R. No.' 588)(P)
1""~ ':',()<;p
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PREPARED FOR.
SHEET DESCRIPTION.
PREMIER COMMUNITY BANK
350 EAST BAY DRIVE
LARGO. FL 33770
PHONE. (727) 585-311I
FAX. (727) 587-0852
PCB CENTER
PRELIMINARY SITE PLAN
4 6/18/01 REVISED LOT I WEST SETBACK
3 2/07/00 REVISED SPECIAL NOTE PER DRC MEETING
2 1/28/00 REVISED PER DEVELOPMENT REVIEW COMMITTEE
I 1/26/00 REVISED BUILDING FOOTPRINT 8 ADDED NOTE
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwater FL. 33759
Tel, (727) 72'4-8422 - Fax. (727)724-8606
NO.
\
N
-- ,,~\ ~
~'V
-
o 15
~
30
II
60
I
CURVE TABLE
LENGTH CHORD
24.3.42' 243.16' C F
262.22' 261.89'
482.09' 479.81'
505.64' 50.3.26'
DELTA
09,7'00.
10'00'00.
19'17' 00.
19'17' ()o.
RADIUS
1502.40'
1502.40'
14.32.40'
1502.40'
LEGEND
.
8"
,......
- . . - = Lot Line
.411 = Proposed Water Line 8c Valve
= Existing Water (City Atlas)
= Proposed Storm Sewer
WI Control Structure 8c M.E.S.
.
J.
,---,
L___-.J
~
= Proposed Sanitary Sewer 8c Services
= Existing Pavement
EXISTING
TREE LEGEND
@> = Bay Tree
8 - Bottle Brush Tree
@> - Camphor Tree
@) - China Berry Tree
8 = Hickory Tree
8 = Magnolia Tree
@ - M)'rtle Tree
@ = Oak Tree
8 = Palm Tree
EXISTING SYMBOL LEGEND
.fP~ = Cable T.V. Paint Stripe
ltBJ - Cable T. V. Box
. - Concrete Light Pole
. = Concrete Post
~ = Concrete Utility Pole
@ ... Drainage Manhole
<0 - Electric Manhole
);t - Fire Hydrant
~ ... Flag Pole
~ = Grate Inlet
@ = GTE Manhole
~ = GTE Pedestal
F... GTE Marker
-) = Guy Wire
x:x ... Light Pole
IiBI = Mail Box
E& - Metal Post
~ - Sanitary Sewer Manhole
o - Sanitary Clean out
-.,,-... Sign
't:::r ... Sprinkler Head
191 - Traffic Signal Box
IE - Water Meter
~ - Water Valve
C"tL - Wood Utility Pole
* = Wood Light Pole
() $= Wood\ Post
....
v?'
+ ... Point of Elevation
@ - Pine Tree
8... Unknown Tree T)'Pe
G>... Existing Tree to be Removed
(6) = Existing Tree to Remain
NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE: IN ACCORDANCE WITH THE MORE
STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF
THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA
DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
.3. ELEVATIONS WERE ESTABUSHED USING THE NATIONAL GEODETIC SURVEY CONSTROL STATION
-COURlNEY N: HAVING AN ELEVATION OF 52.625, NATIONAL GEODETIC VERTICAL DATUM. 1929.
4. THE LOCATION OF EXISTING UTlUTlES ARE APPROXIMATE AS SHOWN ON THE PLANS AND
IT IS THE CONTRACTORS RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION OF THE
UTlUTlES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
5. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE ORAINS, LAKES AND WETLAND
AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUAUTY.
6. SPECIAL CARE IS REQUIRED TO PREVENT DAMAGE TO TREES THAT ARE TO REMAIN.
THE CONTRACTOR SHALL BE LIABLE FOR ALL FINES DUE TO. DAMAGE OF TREES THAT ARE
DESIGNATED TO BE SAVED DURING CONSTRUCTION.
7. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER METHODS AS REQUIRED.
8. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
9. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
10. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT APPROPRIATE
LOCATIONS IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES AS ADOPTED BY THE FLORIDA DEPT, OF TRANS. UNDER RULE
RULE 14-15.010, FLORIDA ADMINISTRATIVE CODE.
11. LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE CITY OF CLEARWATER
SANITATION DEPARTMENT. ALL DUMPSTERS WILL BE SCREENED IN ACCORDANCE WITH CITY OF
CLEARWATER REQUIREMENTS.
12. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF CLEARWATER
LAND DEVELOPMENT CODE,
1.3. THE SITE IS LOCATED WITHIN FLOOD ZONE X
ACCORDING TO FLOOD INSURANCE RATE MAP - PANEL 10 OF 2.3, COMMUNITY - PANEL NUMBER
125096 0010 D, MAP REVISED: AUGUST 19,1991.
14. SITE UGHTlNG SHALL BE PROVIDED IN COMPUANCE WITH CITY OF CLEARWATER
CODE REQUIREMENTS. ALL SITE UGHTlNG TO BE DIRECTED AWAY FROM RESIDENTIAL AREAS.
15. DETAILED IRRIGATION AND LANDSCAPE PLANS TO BE SUBMITTED WITH BUILDING CONSTRUCTION PLANS.
16. TREE REMOVAL PERMIT APPUCATlON TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN
SUBMITTAl.
17. DRIVE THRU CANOPY TO BE MODIFIED TO COVER THREE LANES ONLY. IT CAN NOT ENCROACH
INTO OR RESTRICT THE TRAFFIC FLOW IN THE PROPOSED THRU LANE.
Common parking and blanket ingress/egress easement exists for
lots one, two and three, subject to being revised from time to time
per restrictive covenants for PCB Center. The blanket ingress/egress
easement provides access to Parcel A from the Sunset Point Rd
right-of-way, should that access ever be nclD'ldPLA _RpyAP
CASE TYPE
ORe DATE 1.{,.7.,.!7. n'Q l
LEGAL DESCRIPTION ~g~~~E ~, .
THE NORTH 500 FEET OF THE EAST 400 FEET OF THf)Ai!S "
114 OF SECTION 6. TOWNSH'P 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT I ,
OF-WAY OF STATE ROAD NUMBER 588 (SUNSET POINT ROAD). . ...,.~
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DATE
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