FLD2003-07033
FLD2003-07033
145 BRIGHTWATERDR
PARADISE COVE
PLANNER OF RECORD: MHR
ATLAS # 276A
ZONING: T
LAND USE: RFH
RECEIVED: 07/16/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
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50' RIGHT-OF-WAY
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UTILITY
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N890021W'E
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LOT 14
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SEAWALL
SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA
LEGEND:
C.8.S. . CONCRETE 8LOCK STUCCO
CON(:. II CONCRETE
SCIR . SET CAPPEO IRON ROO L8 6928
Ale . AIR CONDITIONER
L8 ' L1CENSEO 8uSINl::SS
10 .. IOENTlrlCATION
PLS ' PROfESS ION.lL LANll suRVEyOR
psy . PROF'ESS ICHAl. SURVEYOR a. MAPPEA
SPK.NO II SET PARIt(A K:ALON HAil &.
OIS.
II ElEvAT ION
II CENTER1..1 HE
II DENOTES LICHT PCt.E
II DENOTES IfOOO POWER PQ.E
II DENOTES PAL" TREE &. 5 I ZE
, OENOTES F I RN TREE & SIZE
FeW .. FOUNO CONCRETE t.()NU~NT
F JR 'FllUNO IRON ROO
FCIR .. fOUNO CAPPED IACH AOO
riP .. FOUND IRON PIPE
FPIP .. FOUND PINCHED IRON PIPE
C8 II CHORD Be: AR I He
ORS .. OFF' Ie IAt RECORDS BOOK
PC II PACE
P8 .. PLAT BOOK.
CPI J;I PLAT
UII .. U(ASUREO EL.
IF. 'FIELO t
CRI -RADIAL '9
ce I .. CALCUlATED Q
~~ : ~~O 'if<
~. DENOTES GROUND ELEvATIONS ·
LFF.EL. :a lOwEST FINISH FLOOR ELEVATION
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 11. 12 AND 13 OF 'BAYSIDE SUBDIVISION No.2'. ACCORDING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32 AND 33 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 11: THENCE. ALONG THE
SOUTHERLY RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE. NORTH 89'02'11" EAST.
A DISTANCE OF 179.95 FEET TO THE NORTHEAST CORNER OF SAID LOT 13: THENCE
SOUTH 00"57'49" EAST. ALONG THE EAST LINE OF SAID LOT 13, A DISTANCE OF
115,84 FEET TO THE SOUTHEAST CORNER OF SAID LOT 13: THENCE SOUTH 87.44'SOw
WEST. A DISTANCE OF 180,00 TO THE;,cSOUTHWEST CORNER OF SAID LOT 11: THENCE
NORTH 00.57'49" WEST. ALONG THE',WE,'ST";L"INE -OF,: SAID LOT 13. A DISTANCE OF
119.89 FEET TO THE POINT OF BEGINNfNG, '''';'::: ,:-t-> ,
CONTAINING 0.487 ACRES MORE OR LESS.
,SURVEYORS Cf.;R:r'~F I,CATION: "-
CERTIFIED TO: P'ARAOisE COV~~:""~tLC ' 4 ,','.- _
SOU'tHERIIC (X.Cl:!1;'NG.;:BANK -: ' ,/ ", '
" - ~', ~ . \ ~ , ,
STf:NEN"G;-W~ATT~,....P.~__ .' _ " ,,-::'j~:'"
'AMER ICAf'! ~.lDN~E..fl T It.T..-lE WSURAN<LC'C01-\PANY
ATTORNE'( S1.. TyRE IN5uRAtil"cE'F"tJI':l.O.,,;, I,NC; _
-' fi.. 1 . - t:c;) '-J tb -_' , "
- . - ~ .\- - . '- ""~--
LAS T TE' QB~(lELD <wORK to:, AP~J\~30'., 2003
_ <'\ ~ "::~ J_ 4... ~.
......... ~ '~ . < <;)' '-'-
r (-
y (, _ '. ,- __05/19/03
BRUCE A. KLEIN. - .~5052 ~
ELORIDA REGISTERED-SURVEYOR . ,
NOT VALID WITHOuf:~fHE SIGNATURE AND ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
-;: ~,.q...... ...
SURVEYORS NOTES:
1. BEARINGS SHOWN HEREON,AR&,8ASEO ON THE SOUTH RIGHT-OF-WAY LINE OF
8RIGHTWATER DRIVE. HAVING A BEARING OF'N89~02'1luE.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V~D. OATUM OF 1929 MEAN
SEA LEVEL = 0.00. ' -- ;', .
3. BENCHMARK - PINELLAS COUNTY BENCHMARK. STAMPED LP-15 (USeE 1969)
ELEVATION = 4.981
4. THIS SURVEY WAS PREPAREO WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS. IF ANY. NOT LOCATED.
HUD/FIA F.I.R.M. COMMUNITY PANEL No. 125096 0007 0
DATED: JUNE 1 . 1983 FLOOD ZONE: ZONE A12 (EL.ll )
TYPE OF SURVEY DATE TYPE OF SURVEY DATE
PROP. HOUSE LOC. FINAL SURVEY
HOUSE STAKEOUT UPDATE SURVEY
BOUNDARY SURVEY FIELD BOOK E6
FOUNDATION SURVEY 04/30/03 PAGES 2-9
40
I
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
'OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
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WOOD
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o BRIGHTWATER DRIVE
7 _ 50' RIGHT.:::9F-WAY -
N89002111"E 179.95'(P&M)
SPKND J~ No. : 03008~~.2
LB 6928..'P . .y ;f,....
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CONC.DUMPTER
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UTILITY
RISER N88057'27"E
N890 02'11"E
WATER 59,.99
METERS
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POLE
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60'(P) 0 60.09'(M)
60'(P)
59.95'(M)
5870 44'50"W
5870 42'31"W
1.31 CONC.
SEAW ALL
180.00'CP)
180.10'(C)
FND "X" CUT
IN SEAWALL
WOOD
DOCK
CHANNEL
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SCALE: 1"=20'
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SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA
LEGEND:
FCII _ FIlUND C. B. S. . CONCRETE BLOCK STUCCO
FIR . FIlUND CONe. . CONCRETE
FCIR . FIlUND SCIR . SET D IRON ROO LB 6921
FIP a FIlUND A/C . AIR IDNER
FPIP . FIlUND LB . LI IIESS
CB . CHllRIl ID . ID T1DN
IlRB . lFFICI PLS . PR LAND SIIlVEYCR
PO . PAGE PSII . PR SURVEYOR & IIAPPER
PB . PLAT BOllK SPltIll . SET IW.lIII NA IL &
IPI . PLAT DISK
1111 . IEASURED EL. . ELEVATIDN
IF! . FIELD Il - CEHTERLlNE
IRI . RADIAL -9- . DENOTES LIGHT Pll.E
181 : ~~ljULATED c;t. DENOTES WlXlD POWER Pll.E
~FND . FIlUND -'if. . DENOTES PALII 11IEE & SI2E
. .. . DENOTES FIRN 11IEE & SI2E
. DENOTES GIKlJND ELEVATlllNS
LFF .EL. . LOIEST FINISH FLDCR ELEVATIDN
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 11. 12 AND 13 OF -BAYSIDE SUBDIVISION No. 2-. ACCORDING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32 AND 33 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 111 THENCE. ALONG THE
SOUTHERLY RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE, NORTH 89.02'11- EAST,
A DISTANCE OF 179.95 FEET TO THE NORTHEAST CORNER OF SAID LOT 131 THENCE
SOUTH 00.57'49- EAST, ALONG THE EAST LINE OF SAID LOT 13. A DISTANCE OF
115.84 FEET TO THE SOUTHEAST CORNER OF SAID LOT 13; THENCE SOUTH 87.44'50-
WEST. A DISTANCE OF 180.00 TO THE SOUTHWEST CORNER OF SAID LOT 111 THENCE
NORTH 00.57'49- WEST. ALONG THE WEST LINE OF SAID LOT 13, A DISTANCE OF
119.89 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.487 ACRES ,MORE OR LESS~
tSURVEYORS CERTIFICATIQ~:~
CERTIFIED TO: PA~ADISE COVE; 'LLC ,,: .;=, ,;;;:;
SOUTHERN EXCHA~G .,BAN~; " "l''-:; I
STEVEN G. WATTS" 'PlA,~ '. "
AMERICAN PIONEER TITLE "INSURANCE COMPANY
AT,TORNEy..I,S"1HLE INSURANCE" fUND. INC.
" ': ' ~ ~ t...:,;' t- l-- /~ ~. 0.--.
LAST AJ"E.fOF:;FIE~ WORK:, '?'APRU, 30. 2003
.:~... :? ~ :~~-
: 0 to .. .-:;
" -1 09/28/03
BRUCE 1;0. '~,{E!N;l:' . ..5052
FLOR I,T:>'f~REG;~SJERED S~R_V,pOR
NOT VALID WITHOUT THE~S)GNArURE'J'ND~ORIGINAL RAISED SEAL
OF A FUIUDA L:I~EN~D '5UrcYEY~ AND ~PPER; ,
SURVEYORS','NOTES':
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF
BRIGHTWATER DRIVE. HAVING A BEARING OF N89'02'11uE.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN
SEA LEVEL = 0.00.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK. STAMPED LP-1S (USCE 1969)
ELEVATION = 4.981
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS. IF ANY. NOT LOCATED.
HUD/FIA F.I.R.M. COMMUNITY PANEL No. 125096 0007 D
DATED: JUNE 1. 1983 FLOOD ZONE: ZONE A12 (EL.11'>
TYPE OF SURVEY DATE TYPE OF SURVEY DATE
PROP. HOUSE LOC. FINAL SURVEY
HOUSE ST AKEOUT UPDATE SURVEY
BOUNDARY SURVEY FIELD BOOK E6
FOUNDATION SURVEY PAGES 2-9
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 121-834-8140 FAX: 121-834-8150
LB 6928
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LOT 10
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~
179 9S'(P)
-----------------------------------------------------------------------------------------
VISIBILITY
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TRAFFIC
- ~ VISIBILITY
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1'MSTED'MRE
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DESIGN & PERMIT BY OTHERS
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------------
BRIGHTWA TER DRIVE
-----------------------
LOT 10
50' RIGHT-oF.WAY
~
VISIBILITY
TRIANGLE
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TRAFFIC
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--
Views looking south-at fronts of motel buildings
145 Brightwater
'.
~~ t
, .
~ ,'" ~~,l";;:
FLD2003-
07033/PL T2003-000 1 0
July 18, 2003
145 Brightwater
FLD2003-
07033/PL T2003-000 1 0
July 18, 2003
Views looking north (above)
and southeast (below)
Views looking east
145 Brightwater
FLD2003-
07033/PLT2003-00010
July 18, 2003
Views looking northwest
(left) and north (right)
145 Brightwater
FLD2003-
07033/PL T2003-000 1 0
July 18, 2003
145 Brightwater
FLD2003-
07033!PLT2003-00010
July 18, 2003
Views looking south
Aerial Map
\ Paradise Cove Clearwater. Inc.
Case:
FLD2003-G7033/PLT2003-
0001 0
Owner:
Site:
145 Brightwater Drive
Property
Size (Acres) :
.49
A tlas Page:
08/29/15/04932/000/0110
and
08/29/15/04932/000/0120
and
08/29/15/04932/000/0130
276A
PIN:
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.
Zoning Map
Owner.
Paradise Cove Clearwater. Inc.
Case:
Site:
145 Brightwater Drive
Property
Size(Acres) :
PIN:
Atlas Page:
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, .
, ,
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,.'
,
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FLD2003-Q7033/PL 12003-
00010
.49
08/29/15/04932/000/0110
and
08/29/15/04932/000/0120
and
08/29/15/04932/000/0130
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Existing Land Use Map
Owner.
Paradise Cove Clearwater, Inc.
Case:
FLD2003-07033/PLT2003-
00010
Site:
145 Brightwater Drive
Property
Size(Acres) :
.49
PIN:
08/29/15/04932/000/0110
and
08/29/15/04932/000/0120
and
08/29/15/04932/000/0130
276A
A tlas Page:
ROCKAWAY
3~'
!9tJif
lPAPAif7gflM
II J~
~ 0 ea.....
PROJECT
SITE
BAYSIDE
Location Map
Owner: Paradise Cove Clearwater, Inc.
Case:
FLD2003-07033/P L T2003-
00010
Site: 145 Brightwater Drive
Property
Size(Acres):
.49
PIN:
08/29/15/04932/000/0110
and
08/29/15/04932/000/0120
and
08/29/15/04932/000/0130
276A
Atlas Page:
"-, "
FA<<ADI SE
COVE
F .II."E
~AU'..e.d /6..2-1_4;1
BRIGHTWA TER DRIVE
------------------------------ n
- - - - - 50' RIGHT-oF.WAY InH'O,TI"" ".rEM! U
TOvETIFDlIlro - j
E.:(IS111'CP,E.(lAIMFD I
WAlEn LI[H[~
-~,. --~
179,~5:~L"___ "">____, '" ~,,_ __ _ ___. ^'___ '..
VISIBILITY
TRIANGLE
, FOR
ROADWAY
TRAFFIC
LOT 10
~
en
..,.
r..
10
o
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Z
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.....
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BHICH:nrATEH .DHIVE
-------~
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""" . -. ..... (NIt UfrDK:NlI.... (IY
. IlllID1IC ..... (T'If')
~
RECE~VED
PLANNHVG DEPARTMENT l
CITY OF ClEARlNAT~R f
!
GIW'IIIC IICAUI
p., - U-J T
1-->>
...... &
VISIBIUTY TRIANGLE
FOR ROADWAY TRAFFIC
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9 UNIT TOWN HOWES
1ST. HABITABLE FLOOR ELEV. 16.0
GARAGE FLOOR ELEV. 6.5
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"'";DC 0 DECK DETAIL --- ~=
..\,.: . TYPICAL VALVE srnfN'G
OWNER/DEVELOPER
ROGER BEACH DEVELOPMENT
SITE Ie UTWTY PLAN
7/11/03
REVISIONS
SHEET C-l
PARADISE COVE
BRIGHTWATER DRI~ a.EARWATER BEACH
PINELlA5 COUNTY, flORIDA
... .....
....
=-':-':'\to':='-:=.-===-:u... ..
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NOTES:
1 uat ........ 1.1I1 .... HAW: " .....-cur
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.MD. IUaI CAlI -.L . ..... CUT 'R)
a.- .. SMlTAlIDN PDC-t,P DA....
2. ..... a.-. ... UIIf1IG -.L CCIIIIST "
IIIWIUM. AnADD "'a:W:It ntr LIIMT PIlm.ImI
All uat 1.1I1 fIUlaD <II ,. -.mill W1H
NO ~ 10 ........
3. tG-.-PROPO!IEI)CII'"
... 1.',....AICD (It .. (1a ...
IIlDf 0MAl:II Sl'MICID)
a. IEXII1IIO UlIJ1V PCID _ IIII'TID 10 .
m.ocAlID ~ IDICMD.
SHAW & ASSOCIATES
IlISKIIl II IIIYILOPIIIIft' ClIIIIIllUAIml
....... - -.--..
CIII_ _...
- -..
~ s-. l-1G' DatilIr
S-T-R
8-29-111
It.':.:.&.
RECEIVED
JUL 1 0 iUU3
PLANNING DEPARTMENT
CITY OF CLEARWATER
.~'1 ~''t...}
RECE;VED
JUL 1 ti tUU3
At last Mediterranian St~le Living5rought
to Clearwater 5each) Florida
Nine magnihcent watertront residences, with the exclusive elegance
and luxurious litest~le ot the Mediterranean st~le ot lite.
Individual boat slips enhance the access to ~our home.
A stone throw awa~ trom the blue water and sk~ ot the Gult, and nestling in the neighborhood ot
5rightwater lies Paradise Cove. Relax in the Grandeur and charm ot Mediterranean living and embrace the
glorious panoramic views trom the root top gardens, Tiled balconies, a private communit~ pool area and
elegant landscaping inspire a sense ot seclusion within ~our own Communit~, _
~ ViewpOint Realty
International, Inc.
727-449-2616
Par~adide COlJe
~ - - -----
RGG'E:RS5E:ACJ-'-I\
-<DEVE:I.::GPM'E:NT
('// 727 - 512-0468 _
r ~ WWWROGERSBEACHDEVELOPMENTCOM
145 Brightwater Dr,
Clearwater Beach, FL 34681
BROKER PARTICIPATION IS WELCOMED ORAL REPRESENTATION CANNOT BE RELIED UPON AS CORRECTLY STATING REPRESENTATIONS OF THE DEVEL-
OPER FOR CORRECT REPRESENTATIONS, MAKE REFERENCE TO THIS ADVERTISMENT AND TO THE DOCUMENTS REQUIRED BY SECTION 718 503, FLORIDA
STATUTES, TO BE FURNISHED BY A DEVELOPER TO A BUYER
GARAGE FLOOR
2ND FLOOR
GARAGE FL.OOR
GARAGE FLOOR
1......
DEL.UXE CENTER
UNIT" 6
1520 SF
TOTAL TOWNHOU811
aQUARE FOOTAGE
15.230 SQ I"T
2ND FLOOR
SRD FLOOR
SORENTO
DELUXE INTERIOR
UNITS 2, 3. 4, 6. 7 &: B
2241 SF
837.P'
1012 SF
304 SP'
TOTAL. TOWNHOUSE
SQUARE f'OOTAGB
4,394 BQ FT
r
r;;--::::::l UNIT 1 a 9
L:'~::.~~ 4,B91 SF
$719,000
BRIGHTWATER DRIVE
< - - - -- UNITS 2, 3, 4, 6, 7 8l 8
SORENTO' 4,394 SF
$659,000
tit
t~'~'~~El B:~:F
$749,000
,.-
~Ecr~\,g!!=D
~ iL= t; \:!J' t'=
JUL 1 ti Luuj
~a A"',!\:HI.'tI'" !i".-.....v ~ ""r.jJ....NT
r~~'\.O'tj..i\.y .-'::'t ,'''\iI'l ;v t
crrv OF CLEARV'lfATER
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C~;:=y OF C:l~RtJ\iATER
J'A<<ADI SE
COVE
VISIBILITY
TRIANGLE
FOR
ROADWAY
TRAFFIC
LOT 10
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UNIT 7
BRIGHTWA TER DRIVE
50' RIGHT.OF-WAY
N89002'11 "E 179 95'(P)
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9 UNIT TOWNHOMES
1ST. HABITABLE FLOOR ELEV, 16.0
GARAGE FLOOR ELEV, 6,5
UNIT 3
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UNIT 5
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t>.~... -.
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v,
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POOL
IRRIGATlOO SYSTEM
TO BE TIED INTO
EXISTING RE-CLA1MEO
WATER METER
I~
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~ _~l;f.~ f' '., {_I;;:I_I_, '_,..1__1 . >
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-: . -_." , ROADWAY
. I r'T - I -',~ ~, TRAFFIC
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DESIGN & PERMrT BY OTHERS
II,,,, ENT'ON AREA .
11= TO BE SODDED
-"
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=
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S87044'50'W
I
1180,OO'(P)
=
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IJrCi"".lfTEP
~
----
/X:tZ''raLOWPlIEST.......€ ----
)
/ :. ~"'~ou."()TREE ____
~
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GARAG E FLOOR
2ND FLOOR
v
GARAGE FLOOR
t'I(', ,',\, ct~
ol:;f".
*.r " ,
{UJ(t . (YJ(t
DEl.UXE END
UNITS 1 & 9
~
'!b!Wl
2,463 SP
DI2 UP
_SF
TOTAL TOWNHOUSl!!
SQU""''' I"QOT.lt.G2
4,591 SQ FT
~~
~~
GARAGE FLOOR
2ND FLOOR
3RD FLOOR
SO IF1IE li\!I'll'O
DELUXE INTERIOR
UNITS 2, 3, 4, 6, 7 a B
2241 SF
837 SF
1012 SF
304 SF
TOTAL TOWNHOUSE
SQUARE FOOTAGK
4,394 sQ FT
2ND FLOOR
UNIT_2
UNIT_1
UNIL4
UNILG
UNILB
UIIUJ
UlID' .Jl
UNIT ,7
IINIT..8
I I UNIT 1 Be 9
VISCAYA 4,591 SF
$719,000
BRIGHTWATER DRIVE
UNITS 2, 3, 4, 6, 7 a 8
SORENTO 4,394 SF
$659,000
I I UNIT S
CAPRICE 5,230 SF
$749,000
Dl!U..UX& CENTER
UNIT" 5
AIC FLOOR AREA 28154 SF
01281'
I!NCLO..D ROOF TOP 880 IS"
BALCONY, PORCHES,
O""RAOE l!!NTR'I'
TOTAL TOW"'HOUSl!:
SQUARE FOOT"GIE
5,230 .q F'T
*Jk.
~+
At last Mediterranian St~le Living5rought
to Clearwater 5each, Florida .
Nine magnihcent watertront residences) with the exclusive elegance
and luxurious litest~le at the Mediterranean st~le at lite.
Individ~al boat slips enhance the access to ~our home.
A stone throw awa~ trom the blue water and sk~ ot the Gult, and nestling in the neighborhood ot
5rightwater lies Paradise Cove. Relax in the Grandeur and charm ot Mediterranean living and embrace the
glorious panoramic views trom the root top gardens. Tiled balconies, a private communit~ pool area and
elegant landscaping inspire a sense ot seclusion within ~our own Communit~.
b. ViewpOint Realty
International, Inc.
727-449-2616
Pa/~a{)ue CotJe
RQ6'E:R.S' 5E:A<=-'Pi\
....DE:VE:~GRM'E:NT
/' /, \'
[c-./!.~727 - 512-0468 ._
I, WWWROGERSBEACHDEVElOPMENTCOM'
145 Brightwater Dr,
Clearwater Beach, FL 34681
BROKER PARTICIPATION IS WELCOMED ORAL REPRESENTATION CANNOT BE RELIED UPON AS CORRECTLY STATING REPRESENTATIONS OF THE DEVEL-
OPER FOR CORRECT REPRESENTATIONS, MAKE REFERENCE TO THIS ADVERTISMENT AND TO THE DOCUMENTS REQUIRED BY SECTION 718 503, FLORIDA
STATUTES, TO BE FURNISHED BY A DEVELOPER TO A BUYER
" MAPQV['~"
SECTION
CI TY OF
08 TOWNSHIP
CLEARWA TER,
29 SOUTH,
PINELLAS
RANGE
COU N TY,
15 EAST
FLORIDA
SITE PLAN APPROVED '
CASE # ;::u; ,,1.0().3 -07 ~lJ / ~W~J - 000/0
CASE TYPE M ~ ,4Lr
DRCDATE 9"/~-<>1
COB DATE /0,. 2/.. DJ
SIGNATURE . H fh'V
DATE !D""z.r...() 1
PARADISE COVE TOWNHOMES
01
J 300m
~' I 900ft
,...,
.,~
'..f1...
r:).
~.
...0
~
i...... !lIU'~,.:o~.1 '!lI\' 8...,.d r~ e',.."
Ja .::,.....~.::J.'J I.... 'I JOr .
, ., I'"
(Ie arw ater Beo.c h ~I Q
o r
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, Sl~d
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co :.....
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L_
Cj
c'
5
2
:F
S~Ysid~ Dr
20(l::~ ~1a ' U~ ~t.O:I m
LOCA TI ON MAP
NOTES:
(1) ALL WORK TO BE DONE ACCORDING TO CLEARWATER
AND PINELLAS COUNTY STANDARDS AND SPECIFICATIONS,
(2) ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE
RESTORED TO ORIGINAL CONDITION OR BETTER,
(.3) CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO COMMENCING
WORK.
(5) ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR
TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK,
(7) ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL, WET
UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED
SELECTED BACKFILL MATERIAL.
(8) BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN
6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE
TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE
COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99,
(12) PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING
CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS
SECURED HAY BALES, SOD, STONE, ETC" WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
(13) ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND
HANDICAP SYMBOLS ARE TO BE THERMO PLASTIC ALL OTHER
LINES AND MARKINGS ARE TO BE PAINTED,
(14) ALL PAVEMENT STRIPING IS TO COMPLY WITH BOTH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 710, PAINTING
TRAFFIC STRIPES, OF F,D,O, T, STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS,
(15) TREE BARRICADES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN
TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH
MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION.
(16) CONTRACTOR TO OBTAIN ALL PERMITS / EXEMPTION NOTICES /
UTILITY LICENSES PRIOR TO CONSTRUCTION,
(20) THE CONTRACTOR / SUBCONTRACTOR SHALL PLACE A 1" DEEP
CONTRACTION JOINT EVERY 4' FEET IN THE SIDEWALK,
(21) THE CONTRACTOR / SUBCONTRACTOR SHALL LOCATE, FORM, AND
SLOPE THE SIDEWALKS IN ACCORDANCE WITH THE SITE GRADING
PLAN, MINIMUM SLOPE SHALL BE 1,0% AND MAXIMUM SIDEWALK
SLOPE SHALL NOT BE MORE THAN 3,0%.
(22) THE CONTRACTOR / SUBCONTRACTOR SHALL CONSTRUCT
PAVEMENT IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION
DETAILS, THE FINISH PAVEMENT GRADES SHALL CONFORM TO
THOSE SPECIFIED ON THE SITE GRADING PLAN,
(26) REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY
AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITIONS, ADDITIONAL COSTS
ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA
COMPENSA TION IS TO BE ALLOWED,
OWNER/DEVELOPER
RODGER'S BEACH DEVELOPMENT
~!$.
(27) ALL DISTURBED AREAS ARE TO BE SODDED AND MAINTAINED UNTIL
ACCEPTABLE TO THE REGULA TORY AGENCY, OWNER AND ENGINEER
OF ;.<'i-CORD. ANY WASHOUTS, REGRADING AND GRASSING WORK AND
OTHL:~ EROSION WORK REQUIRED, WILL BE PERFORMED BY THE
CON11:ACTOR / SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED
FOR MAINTENANCE,
(28) T I:: CONTRACTOR / SUBCONTRACTOR SHALL TAKE PRECAUTIONS
AS i'.:~CESSARY TO PROTECT ALL EXISTING UTILITIES DURING
CONS1RUCTION, IF UTILITIES ARE DAMAGED AS A RESULT OF THE
PROPOSED WORK, THE CONTRACTOR / SUBCONTRACTOR SHALL
REPAIR THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER.
(29) THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE
AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /
SUBCONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCuRACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,
IT SHALL BE THE CONTRACTOIR'S / SUBCONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE
THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITiES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR /
SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED
BY THE UTILITY COMPANY, ALL UTILITIES WHICH INTERFACE WITH
PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES AND THE CONTRACTOR / SUBCONTRACTOR SHALL
COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION
OPERATIONS, ANY DELAY OR INCONVENIENCE CAUSED TO THE
CONTRACTOR / SUBCONTRACTOR BY THE RELOCATION OF THE
VARIOUS UTILITIES SHALL BE IINCIDENTAL TO THE CONTRACT AND
NO EXTRA COMPENSATION WILL BE ALLOWED,
(33) THE CONTRACTOR / SUBCONTRACTOR IS EXPECTED TO MEET ALL
THE REQUIREMENTS OF THE CITY OF CLEARWATER AND PINELLAS
COUNTY AND ANY OTHER GOVERNMENTAL AGENCY INVOLVED AND SHALL
OBTAIN ALL NECESSARY TESTS AND INSPECTIONS PRIOR TO FINAL
INSPECTION BY THE OWNER & ENGINEER,
(43) PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS,
(52) ALL WORK REFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK,
COVER SHEET
PARADISE COVE
145 BRIGHTWA TER DRIVE
CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA
@Nevv Port Richey
@Elfers
$H,:.liday
I!J Tar ~,,')l'Spl'it"lg s
~'F'alm H.';;'I'
@)
@[;unedin
~ Okhrnar
@Safe1y Harbor
ifl? @clear'water
08~1I*J1lr
@,
Belleair ~~h ~
@Lilf'~O
B.u~ino
Indian RooJi;s 8 each='
>0 Indian Sr,::p~s
1'10 kll1
'~ml
El :::;: Y .;tho;:. !"c
@Pinellas Par~
o R~dingtoft ?~l"!S @Lealmall
R@dil ft"n 'St;iI'c-' >0
ol.bd(?ira Cleilct.
T~asures;.v>fo ~~8int Petersburg
South ;;!as.affN\O @Gql~port
"Saint r;t~h:I~h
@ ~~:;: r~a\jigatiof'l 7e~ h~o..~'o g:::.e- s ~ ~~~~:";'Y;l
VICINITY MAP
(47) CONTRACTOR IS TO PROVIDE EROSION CONTROL / SEDIMENTATION
BARRIER (HAY BALES OR SILTATION Cl RTAIN) TO PREVENT
SIL TA TION OF ADJACENT PROPERTY, SlREETS, STORM SEWERS AND
WA TERWA YS, IN ADDITION, CONTRACTOr: SHALL PLACE STRAW, MULCH
OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE
CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN
THE OPINION OF THE ENGINEER AND / OR LOCAL ,6,UTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTEJ OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR lRAFFIC, THE
CONTRACTOR IS TO REMOVE SAID EARTH TO THE SA TISF ACTION OF
THE ENGINEER AND / OR AUTHORITIES AT THE CONTRACTOR'S
EXPENSE,
(57) ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE
DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE
REGULATIONS,
(61) ALL ELEVATIONS REFER TO ~HE NATIONAL GEODETIC VERTICAL
DATU M,
(63) THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND
DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PER-
FORMING ANY WORK IN THE AFFECT~D AREA, INCLUDING
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
(64) THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS
OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST FORTY-EIGHT
(48) HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER
TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE
AT 1-800-432-4770,
(65) THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE
TO EXISTING FACILITIES, ABOVE OR BELOW GROU~m, THA T MAY
OCCUR AS A RESULT OF THE WORK PERFORMED BY THE
CONTRACTOR CALLED FOR IN THIS CONTRACT,
(66) WORK PERFORMED UNDER THIS COf..JTRACT SHALL INTERFACE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
CONTRACTORS AND UTILITY COMPANIES, IT WILL BE NECESSARY FOR
THE CONTRACTOR TO COORDINATE .AND SCHEDULE HIS ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES,
(NOTE) NUMBERS ARE NOT CONSE:UTIVE
BOUNDARY, TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION
SUPPLIED BY OWNER.
7 /12/03
REV# DATE
FLOOD ZONE:
CITY OF CLEARWATER USE:
SITE DATA TABLE
I EXISTING PROPOSED REQUIRED / ALLOWED
I
ZONING DISTRICT: (LAND USE) T(CRD) T(CRD) T(CRD)
LAND USE: MOTEL (19 UNITS) 9 UNIT TOWNHOMES ALLOWED
i
LOT AREA: 21,210 SF (0.49 AC) 21,210 SF (0.49 AC) 20,000 SF MIN (1 )
LOT WIDTH: 115,84 115,84 50'
-
LOT DEPTH: 180' 180' N/A
DENSITY: N/A 9 UNITS N/A (1)
STRUCTURE HEIGHT: T 15' +/1 35' (3)
35-100 (1 )
.'...,.:, :'::' , ,:::..:.::,,::.,:,,'. g;:'.'" ,...,
AREAS: ,,:,: .::...:::
...,':..:':."::'
BUILDINGS 12,658 SF 1 0,800 SF N/A
PAVED AREA 6,059 SF 1,900 SF (9%) N/A
OPEN SPACE 2,313 SF 8,510 SF N/A
FAR % 60% 40,776 SF (192) N/A
ISR % I 88% 60% N/A
,'.. ..'., .:':..':':"
. ,..'...".
SETBACKS: 1<.,:.. ..,.,:,2i[::"
FRONT: BRIGHTWA TER (N) ! VARIES 15'-27' 0-15' (1 )
1--,
SIDE: EAST ! VARIES 5 10'
SIDE: WEST 'i VARIES 5 10'
.'. -
REAR: CHANNEL (S) i VARIES 24-27(EX. POOL) (1) 20'
I VARIES N/A
BETWEEN STRUCTURE: ,t N,A,
RESIDENTIAL G,F.A, 37,749,00 S.F,
HEIGHT FROM
B.F,E. TO ROOF 28'-8"
NOTE1: BASED ON FLEX DEVCLOPMENT -COMPREHENSIVE
NOTE 2: 2 SPACES PROVIDED IN EACH GARAGE
NOTE 3: AS MEASURED FROM FEMA EL 11.00 (NVGD)
NOTE 4: 1.5 SPACES/UNIT = 9 X 1,5 = 14 REQUIRED
INFILL REDEVELOPMENT PROJECT
FLOOD ZON E: A 12 (EL, 11) MAP #125096 0007 D, 6/1/83
BOUNDARY INFORMATION FROM A SURVEY BY EAGLE CONSULTANTS,
JOB #030084.2 5/19/03
REVISIONS
REV, DESC,
---~r~~ -.
DRAWING
INDEX:
, ,
: II (:;,; -~ j
COVER
C-1
C-2
C-3
C-4
C-5
L-1
COVE R
SITE PLAN
P A VI N G, GRADIN G
UTILITY PLAN
GENERAL DETAILS
UTILITY DETAILS
LANDSCAPE PLAN
& DRAINAGE
LEGAL DESCRIPTION:
LOTS 11, 12 & 13 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27,
PAGES 32 & 33 , OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA,
DEMOLITION NOTE:
ALL EXISTING BUILDINGS, PAVEMENT, WALKS
SIDEWALKS AND MISC PAVEMENT SHALL BE REMOVED
TO ACCOMMODATE PROPOSED CONSTRUCTION
F__IL E
SHAW
&
ASSOCIATES
DESIGN & DEVELOPMENT CONSULTANTS
1515 1 24TH STREET NORTH
ST. PET RSBURG, FLORIDA 33704
(727) 821-8537 (727) 821 -8466 (Fox) Eman: j8hawOld8fl.com
Issued for Construction
REV, BY
Designed: S&A
Drawn:
Approved: .
Date:
Date:
opies of these pions ore Not
Valid unless embossed with the
signing Engineer's seal.
Checked: JJS
Scale: N/A
w
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50' RIGHT-OF-WAY
,- T
I
1
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INLET
CONST, 6" THK,
CONC, DRIVE APRONS (TYP)
\
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CON ST. 6" THK,
5' SIDEWALK
_ . /W/WWM.
A,>
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1 TO BE CONVEtfED/ ~/V / ~ /1 / //~ // / ~/ " ~ I /(L,,~ ) Y I <: ~^' r ,// ~> / ~/ 1
BY PLAT 1/< iY 1/. ~ ^'..,/ ~ iY "'-.,/ l7/ 1/ iY V 115' RE au I ED SETBI CK I / /)Y~ t/" ~~^ 'r 7;gs / --I
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170,0'
pc-
9 UNIT TOWNHOMES
HABITABLE FLOOR ELEv. 16.0
GARAGE FLOOR ELEV. 6.5
ILJ
1 ST.
UNIT !J
UNIT 7
UNIT fJ
UNIT 5
UNIT 4
ONIT 8
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DESIGN & PERMIT BY OTHERS
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..... -~=--- ~
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1,180 S,F.
61.7'
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I I
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i---.J L--l
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I I
I EXIST. JKJaJ OOCK I
I I
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---
-~-
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I
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L_______...J
NOTE: EXISTING DOCKS
FOR USE BY RESIDEN TS
ANDIOR GUESTS ONLY
lL~VA~[J 30^RDWA~K
&. 'vV/\I_KWA Y~:' BY ClTH~S
n__________n___ _I
EXIST. JKJaJ OOCK
CHANNEL
r" OWNER/DEVELOPER SITE PLAN ~
ROGER BEACH DEVELOPMENT PARADISE COVE
145 BRIGHTWATER DRIVE, CLEARWATER BEACH
PINELLAS COUNTY, FLORIDA
.... ~
/\
" b
V
~
N
GRAPHIC SCALE
10 0
~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft.
NOTE: NO OBSTRUCTIONS OVER 30" HIGH
ALLOWED WITHIN 20' OF BACK OF CURB
VEHICLES NOT TO ENCROACH ON SIDEWALK
1/
~
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TRASH
~
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..... ...-
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;::::,.~
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ELEVATOR
UJ\!7T 2
~~
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UNIT .I
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RETENTION ~
935 S.~
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56,7'
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SEA WAll
r" 7 /11 /03 ""'IIIIl
REVISIONS
SHEET C~l
2 9/29/0~ REV, PER CITY COMMENTS
1 9/15/03 RE~ PER DRC COMMENTS JS
... REV# DATE REV, DESC, REV, Br..
LOTS 11, 12 & 13 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27,
PAGES 32 & 33 . OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA,
FLOOD ZONE: A12 (EL. 11) MAP#125096 0007 D, 6/1/83
BOUNDARY INFORMATION FROM A SURVEY BY EAGLE CONSULTANTS,
JOB #030084,2 5/19/03
LOT SIZE: 21,210 S,F, / 0,49 AC,
EXIST. BLDG, COVERAGE: 12,568 59%
PROP, BLDG, COVERAGE: 10,800 S,F, 51%
EXIST, CONC/ASPH,: 6,059 S,F, 28%
PROP, DRIVES: 1,900 S,F, 9%
EXIST. GREEN SPACE: 2,313 S,F, 13%
GREEN SPACE: 8,510 S.F. 40%
NOTES:
1, EACH INDIVIDUAL UNIT WILL HAVE A ROLL-OUT
GARBAGE CAN TO BE HOUSED WITHIN GARAGE
SPACES, EACH CAN WILL BE ROLLED OUT TO
CURB ON SANITATION PICK-UP DAYS.
2, ALL EXTERIOR SITE LIGHTING WILL CONSIST OF
INDIVIDUAL ATTACHED "COACH TYPE" LIGHT FIXTURES
FOR EACH UNIT PLACED ON THE BUILDING WITH
NO SPILLAGE TO NEIGHBORS,
3, NO SIGNAGE PROPOSED ON SITE,
4. 18 PARKING SPACES ON SITE (TWO WITHIN
EACH GARAGE STACKED)
5. EXISTING UTILITY POLES AND METERS TO BE
RELOCATED AND lOR REMOVED,
,.. SHAW & ASSOCIATES ~
DESIGN & DEVELOPMENT CONSULTANTS reop ,hi 2003 Nol P"'';,h.d
1515 1,~2 Fourth Street North . lo/J;b..J
ST. PET RSBURG, FLORIDA 33704 S-T-R V' --
(727) 821-8537 (727) 821-8466 (Fox) Dote:
Designed: S&A Checked: JJS Approved: . 8-29-15 Co~ies of these plans ore Not
Va id unless embossed with the
..... Drawn: Scale: 1 "=1 0' Date: signing Engineer's seal. .....
L
~y
;
;Y BR/CHFffA FER LJR/VE;Y
Ct/RB
INLET
,.- " -,
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MATCH I
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/ ~'?
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NOTES:
N
0-
AlANHaE
RIAl EZ, =~08
50'
RIGHT-OF-WAY
1.
BOUNDARY, EXISTING CONDITIONS AND
EXISTING ELEVATIONS FROM A SURVEY
BY EAGLE CONSULTANTS, JOB #030084,2 5/19/03
C.A70
fl~~ "J
~~
MATCH I
-----1
/A--
/
2,
ALL RUNOFF FROM PROPOSED BUILDINGS TO BE
COLLECTED BY ROOF DRAINS AND DOWN SPOUTS
ft~
~. .;:.
~.
~~<r; _
MA TCH
-
] on_
EXIST. 2' cave: VALLEY CUTlER
- -- - -- n_ - _n ,//4 MATCH
..~MATC~r= ~n~=
MATCH
- -/ -- - --
-c7
3.
RUNOFF FROM FRONT PAVERS TO ENTER MUNICIPAL
COLLECTION SYSTEM,
GRAPHIC SCALE
- EXIST. o. WATER AlAIN::.--
--
(0
I I I I I I
I I I I I I Il- I I I I I I I I
I I I I I I I
I I I I I I I I
I I I I I I
I
I I I I I I I~I I I I I I I I
~/J7!!llY
/ 4D F~C TYP, r' h;iS'[P
BEn EEN DRAINS ....<r; . ~J
I I I I I I I ~~
/
'" CLEAN-OUT
'" INV:
,,10' TRENCH
- t -I- - L -I- - -I- - t- -BRA!N-fTY~ 1-
1f 1f 1f" EA. ORIVE)
-~o/
;
4,
WATER QUALITY POND IS SIZED TO ACCOMODATE
3/4" OVER TOTAL SITE AREA INCLUDING THE
RUNOFF FROM PAVERS,
10 0
~
5
I
10
I
20
I
<r;sy
;
~~
;
~111!(7
YVP
r-
D
-:;;-
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CLEAN-OUT
INV:
-8,6'-
-I-- _
-7.9'~
18,0'
1-8,9'-
-8.3'-
-I-- -
-8.2'-
( IN FEET )
~<r; 1 inch = 10 ft.
~.
= EXIST. GROUND ELEVATIONS
1- ~ - --1-
Sf R WIT
Pen (?J A l
/1 6,50
- - -I-- - -
71~'
1 ,I. '
r
PROPOSED GRADE
1 .1. '
r--
-~- -~ 1-
v
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1--
-f-~
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~
6.50 I
61 I~ ~'III Lfl
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~Iti ,'\(~o('o ~
((0 <<":1 ,,'1>'1> .;.~~
I.:: \\ ~\~~
A a(
NOTE: Wings only' if
Side SI es Re uire,
Remove Curb if Existing
5,50
f? /
j ~V I 6.50 I
~/
6,50 I
Bock of Curb
Max Slope ~1"
Exist Cone Drive
I
~
~~
t
1~lm\S
.
II ~ 6,50
I 6,50
-----.
12"
1 " L----'
Max Slope
_I
I 6,50 I 6.50 I
/
~/I~
6.50 I
I I 6,50 I 1M
------
~
Non-slip surface require-
ments, see Note 8,
I
~
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.0
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1/2" Exp.
6"
II
Joint
R,O. W, Line
TYPICAL DRIVEWAY CROSS SECTION
LOT
10
~
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ROLL-OUT
TRASH
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ROLL-OUT
TRASH
X)
ROLL-OUT
TRASH
X)
ROLL-OUT
TRASH
B
B
PLAN VIEW
........./
./
~OLl-C"
TRASH
X)
RaLL-OUT
TRASH
X)
ROLL-OUT
TRASH
o
~
X)
ROlL-OUT
TRASH
...... ...-
1'0...
u
->
a..
"'.q-
a
o
.....
LJ
GARAGE FIN, FLR, =
6,50
a
~
(J)
z
o
o
~
~
~
~
~'-
\c)
~~
;/
Remove Bock of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp,
Modified and Volley Gutter Curbs
join exist bock of curb
E.o
e 3
_0
.~ ~ 0
:::!':::!' a.
. . 0
r"lNf-
4' Min Residential Street
5' Min Arterial Street
ft
l' Cit R/W
.. Y r
2' County R/W
;:::'L
~'?
<r;'
<r;'l
;
ELEVA TOR
'\
7
e
12" ~ Textured Surface
1" L----' Max Slope ~
. .... ... . . ..
.
1/4" per Foot
~
~
l>
t-=
(J)
z
o
o
Bock of Curb
3000 psi conc 6" thick, Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh, See note 7.
r-
;/
~
;Y
Joint
Remove to an
even joint or sawcut
y
~
~
~
~
~
~
1/
cf
~
~
~
SJi
~
~
~
SECTION A-A
SECTION B-B
NOTES,
LOT
14
1, Provide tooled joints at distances matching the width, Also
place expansion joints ~+ driveways,
2, If same physical obs" udion exists which prevents the placing
of sidewalks as shawn, contact the Engineering Division for
alternate location,
3, Wooden and other spac..rs will not be permitted in sidewalks or
driveways,
4, No coatings of any kind will be permitted on concrete
sidewalks or drivewo)b without specific approval of the City
Engineer,
5. All concrete shall be 300D psi min, 0 28 days. with fiber
mesh reinforcing,
6, Concrete surface to ~<l light broom finish.
7, Concrete driveway c\Jnstruction shall be 6" thick w 6x6/1Ox1 D
welded wire mesh relnfor'cement.
8, Ramps shall have a tactile surface, textured to a depth not
exceeding 1/8" by use of tamp or roller in conformance with
requirements of FOOT Raadwoy and Traffic Design Standards,
Detail 304 or most recent modifications,
ROOF DRAIN
& DOWNSPOUT
(TYP - SEE
DETAIL)~
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
o
>
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LAJ
INDEX NO,
109
.
lO
()
>
Cl.
LAJ
LAJ ~ ADS YARD DRAIN/
~
~QUILlZER PIPE, .....:r::...
~ ~~c
~~ ~() :J
- ~,
MES~"" ADS YARD DRAIN/
MANHOLE INV: 4.00
INV:
4,00
LAJ
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EXIST. IKJCK) 0tX)rt"
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L__,
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L________.-J
EMERGENCY
OVERFLOW
SEE DETAIL
T \
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SEAWALL
CONC.
SIDEWALK
lO
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.
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POOL
.....
~,
4,00
Gross Planting or Other
Non-Walking Surfac~
6"
4'/5'
~ 5,00 I
!"
,r
"'.q-
'v
-ot
i0
MES
INV: 4.00
~ ~
MES
INV: 4,00
~ ~ ~ ~
MES MES
INV: 4,00 INV: 4,00
I
ADS YARD DRAIN/
MANHOLE INV: 4,00
~~
I ~ ~ MES
.... IN V:
/
4,00
MES
~ L INV: 4,00
RETENTION ~
935 S.~
~ L j ~
MES
INV: 4,00
BOTTOM:
MES
INV: 4,00
MES
INV:
4,00
~
')II 5.00
\
Match Existing if
Existing Sidewalk
~
~
"""'I::IIIl
"'.q-
"'.q-
"'.q-
}/
~
\...
~/
/
~~V
/-
Exist. Type I Curb
II
6" 6" Vertical Curb
~ in Transition
,~
'),..
RAMP CURB
Cl
l
o
r
I
587L14 :50 JJH{
~
N
r
\...
Y
..J
}/
^ / f.J' cave:
~
RETENTION AREA A
1,180 S.F,
BOTTOM: 4,00
l
TOP BANK: 5,00
GRADE TO ~ EXISTING
~~~v
/
TOP BANK: 5,00
/
l
GRADE TO ~ EXISTING
I.Remove Back of Curq I'" Flow Line
if Existing
EMERGENCY j
OVERFLOW
SEE DETAIL
I
I
-7
I
: !8000(P)
/
I I
I I
I ~ I
'"
I ~ I
I ~ I
I ~ I
I ~ I
L~
RETURNED CURB RAMPS
I
I
If "x" is less than 48" then
the slope of the flared side
sholl not exceed 12: 1,
SLOPE
411
I
I
I
I
I
I
I
L----i
I
I
I
I
I
I I
L_______~
ISOMETRIC VIEW
SLOPE
VARID
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
OF SIDEWALK
CONC, RAMP
411
SOD
1,'--- 3'-0' ---,
MERGENCY HIGH STAGE
OVERFLO'W 'WEIR
NTS
~ .
4
EXIST. IKJCK) DOCK
-.1ER EDGE r:#" SEAWALl eN'
NOTE: CONlRACTOR TO
__ y alNClIE1E
..1fJFlI:lQF WASllC PllIOR
Tn PDlNfQ CCNrft:cn(lll 10
~~""CI(
CREST
BACK
~
~--=-I__I~~
FLOW LINE
Textured Surface
1'-0"
MAX,
NOlE: SJPE VNIES TO
WAlOi CREST
. C>> nEYA TIOHS
ELEVATION A-A
SECTION B-B
~
i
NOTES:
1. Romps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have 0 Tactile Surface, Textured to 0
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic Design Standards, Detail 304
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
B' 6'
~
TOP SKIMMER 5.25
'WEIR CREST 4.87
STAINLESS LAG BOLTS
T'WO (2) STANDARD
CONCRETE BLOCKS
'WITH CONCRETE
FILLED CELLS
CHANNEL
INOEX NO,
109
9.
NOTE: '~)~ SHAU.m:s~'"
1M- CHAMft:R
3) WONOl YTHC i!\lu"lt us[
OVERFLOW @ SEAWALL
OVERFLO'W 'WEIR &. SKIMMER
NTS
N,T.S,
Or Most Recent Modifications.
~ OWNER/DEVELOPER PAVING, GRADING & DRAINAGE PLAN ~
RODGER BEACH DEVELOPMENT PARADISE COVE
ADDRESS 145 BRIGHTWATER DRIVE, CLEARWATER BEACH
ADDRESS PINELLAS COUNTY, FLORIDA
...... ....,.
,.... 7 /11 /03 ~
REVISIONS
SHEET C~2
2 9/29/0 REV. PER CITY COMMENTS
1 9/15/03 REV, PER DRC COMMENTS JS
.... REV# DATE REV. DESC, REV. B~
~ SHAW & ASSOCIATES ...,
DESIGN & DEVELOPMENT CONSULTANTS (C)CDj~Z;h'd
1515 1,f2 Fourth Street North
ST. PET RSBURG, FLORIDA 33704 S-T-R t Dot"
(727) 821-8537 (727) 821-8466 (fax)
Designed: S&A Checked: JJS Approved: 8-29-15 COFiies of these plans are Not
Va id unless embossed with the
...... Drawn: Scale: 1 "=1 0' Date: signing Engineer's seal. .....
OPEN CUT
BRIGHTWA TER DR.
& REPLACE PAVEMENT
NOTE:
SANITARY CONNECTIONS SHALL BE INSTALLED
PER CITY STANDARDS (INDIVIDUAL SERVICE
CONNECTION FOR EACH UNIT)
== == ==EXIST. 6" WATER MAl
--------.
~~~~
CONTRACTOR TO CORE MANHOLE ~~ ~p;/~J~
/~ /. /~ - - - -
- - %~ ~~ 50' RIGHT-OF-WAY
~~ ~~ RECLAIMED WATER METER 6"x4" TAP
8" SDR 35 PVC SANITARY___~~~ %~ TO BE RELOCATED PER & VALVE CONST. 10'
.,: 0//fl LANDSCAPE PLAN (BY OTHERS) ~ 4" D.I.P.
~ J:Z, _ _ __ _ _ .SIANDARD -"ERViCf: _ ~ ~~ ./. .._ -YCc-..-... .... -:-~ ...c .. _ /'I!l~ [72 ';; '~ _ _ .. / 79 ~5 rjJ) _ __.. ... u. _ _ _ ... ... . .. ~~ND~~;,.7~ OF TAp6~X6;ALVE _ ~;6;U~~~R_ _ _ _ _ _ __
'" PER CITY DETAIL ~.~ L ~~. ,~. u4~~_ .', - W736 COVER ~ '\ 7 _ _ _ _ _ _ _ __
N==l> == , ~ === ~ ==' " ==:;:::== =+ == = ~ 1_.'\ -\>- - ==F - ~~= ----2 - ~A= - - -==)~.- -., -::- - - - ==)~ - :~~E: =1=, == - === === === === ==
" \> - '\y~~X1"~~ ,. '" - -- f/ \ - - ~/ ~SIDEWAL~~ -J- / ~ C~O ij ~ ~ - - - - /_ >0 - -~->;x / >
"" - ,V("TY....,~:)"'~ > COLUETAN- rI1 1Il ~~, ~.,;~ - - - ", - t1 ~ . CONST. ... I (CONST.,,_~ 'y~.c.-c.o
[ '" r-'. LJ q-- lit: - > ., ~ PJ > F.H.A;,,","~ \ F.D.C. '0'
_ _ _ _~ _ ---,. ~ ~ '''''''''jV _ ~ --,z~[l~ -~"--" --" _/'___'__ ~....:. ~. _~ _ ~/ /_/~ . _ ~ ~Q-r.",::,:
Ii I /'6-.<" / i" SDR 35 PVC SAN i I / /: i /^,,>,/y , ^'\LAl-#' 11I1.' T _ CONST.
"=" S" SM .3~ fVC SANIT~frY, />/ / ~ '" i I '\. / /. @ 1 % MIN. SLOPE: /<' : ' :/ " /' , / / LE .:. .... . 4" D,C. V.A.
............... ...-... / ~ 1 / / " " '/ /' " 1 " : , / /4~ _ I
,............... LAMP @J/1%"M1N,~LOPE :~// ,/ /' 'fJYE. "'ll., ." 4"PVC' "\ /, "! /<,,//'" "'l,..... '. .", ~~.." /G.V.~
I _ _HOLE ) / < > . / '> I y/ L~ERVICE ,,;, .r:,'~J ,A'.. /, ' ./ // / : ' / / /, I
t- ~^~/'r+- - - f-~ '"-/-'~/~"-/- - -/~ ~..[7c~~ ~;t-t/~ ..:-~- - - .~ ~,;o"-+- - - y-""- -'-/.f;-, - -'-~.,. - i v~ +-'0, - - -~--I
, / / .,' CLEAN I' , A'Y PVe" v',' i /CONST. 20' I
Y " ,/ // / OUT --- ,''. /, / ' )7' . 'I : A" p. VC ...' 4" pvd ~'",.( , CONST.
SERVIO\J:" / / ',.4./ u.I',R. ':'"!"--- -
'. / . - . '~/ '/ · <S~VI<Z ,': SERV~ /tIR~SU)PLY ,- I 25' OF 4"
'/ . I >// ></~/~" PVC "', I. / ;
'!. . 'SERVIC;o\ / /~N- / ~~ y ~~:::gE/'
" '.,/.. //" Cl):~7, "v /~ / /' /', '
//CtE.~,~ i:'" ,~UT~ I'"" ~ ,CL~-
< OU T '// /( /, / J L/ U, /,./ 0l)1 /
1LJ .':
I
I~
l~
~
"'-J ~ ~
~ ~
a.. ""
~ "'-
BRfGHTtrA TER LJRfVE
CLEAN OUTS SHALL BE INSTALLED
@ SERVICE WYES PER CITY STANDARDS
PROTECT INLET THROUGHOUT
CONSTRUCTION
CONST, 600 L,F. SILT FENCE
ALONG PROPERTY LINE
10' UTILITY EASEMENT
TO BE CONVEYED
BY PLAT
/' /
" .~~4" PVC
, -. ~ ..,. SERVICE
~> C~.. A,N7
~T'" ,
/ v' //
'y /
~
~
~
\))
"'-
"'-
X)
ROLL-OUT
TRASH
~
ROLL-OUT
TRASH
~
ROLL-OUT
TRASH
X)
ROLL-OUT
TRASH
~~,,"OUT
...... ....
......
...... .-
..,
Q')
~
R~
TRASH
~
R~
TRASH
~
R~
TRASH
170,0'
R~
TRASH
1 ST.
9 UNIT TOWNHOMES
HABITABLE FLOOR ELEV. 16.0
GARAGE FLOOR ELEV. 6.5
UNIT :J
~lL;
CANACE
::::""::::;
LJ
LOT 1 0
UNIT fI
UNIT /'
~~ "J
~~ I
~ I
~ I
~ I
I
I
I
~ATOR
~~
~~
~
~
~
l.&.J
a::
G:
~
a..
o
o
m
u
\
UNIT (J
UNIT 5
UNIT 4
UNIT 2
UNIT 8
LOT 14
UNIT .I
R
~
.~
m
~
Cf)
z
o
u
LAJ
LAJ
e-------C
"",LAJ
LAJ
LAJ
LAJ
LAJ
LAJ
LAJ
r--~.. ,
:.~
-:
:---
RETENTION AREA A
1,180 S,F.
POOL
DECK
GATE W/ SELF-CLOSING
LA TCH @ 54" HIGH PER CODE
POOL
DESIGN & PERMIT BY OTHERS
20' WATERFRONT VISIBILITY TRIANGLE
(
J
I RETENTION AREA B
935 S,F.
4' P.V,C, FENCE
4"
90'
4" G.V.
r'
~- CONST. 95' C900 4" PVC FIRE SUPPLY DR14 W/36" COVER
I I
I ~ I
NOTE: FIRE HYDRANTS TO BE INSTALLED AND I ; I
IN SERVICE PRIOR TO CONSTRUCTION. I ~ I
I ~ I
I ~ I
L.J
1. J' awe
----
-
--
--
-~'" -------,
---
------
SFA WALL
-
f-"'--====---
--
--
----
I ~ I
I ~ I
I =-1 I
I! I
I ~ I
I ~ I
L.J
---
I I
I I
I I
I I
I I
I I
I I
I I
r-~ L__-,
I I
I I
I E.kfS T. JH:Ja) /XlC1( I
I I
I I
L________-.J
--
I
I
I
I
I
I
I
I
L____-,
I
I
E.kfST. JH:Ja) /XlC1( I
I
I
I I
L_______-l
=- =- ,L"-.! ~ [, ;:: A P =: \.' / ~< _. r< !
6.: ,',~,-/,'.,~,::::::' '=~'-cEFS I
CONST.
F.D.C.
(SEE
DETAIL)
NOTE: EXISTING DOCKS
FOR USE BY RESIDENTS
AND/OR GUESTS ONLY
CHANNEL
~ OWNER/DEVELOPER UTILITY PLAN ~
ROGER BEACH DEVELOPMENT PARADISE COVE
145 BRIGHTWA TER DRIVE, CLEARWA TER BEACH
PINELLAS COUNTY, FLORIDA
.... ......
,.. 7 /11 /03 REVISIONS ~
SHEET C-3
2 9/29/03 REV, PER CITY ~
1 9/15/03 REV. PER DRC .... JS
.... REV# DATE REV. DESC. REV, B~
N
GRAPHIC SCALE
'~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft,
LOTS 11, 12 & 13 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27,
PAGES 32 & 33 , OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA.
FLOOD ZONE: A12 (EL, 11) MAP,125096 0007 0, 6/1/83
BOUNDARY INFORMA nON FROM A SURVEY BY EAGLE CONSULTANTS,
JOB #030084,2 5/19/03
~2 1/2 " F.D.C. BY
CLASS V CONTRACTOR
2- 2-1/2" CONNECTIONS
4"x2" REDUCER
57' 4" PVC DR 14
F.D.C. @ DECK DETAIL
N.T.S.
Adjustable
Varve Box_____
When Valve Occurs in Roadway,
set Base on 1 O-Common Brick.~
'-
,~ ~
~ 0
Ucn
.co ~ ,!:;
o c
I J:: ~
. 'Q.'-
N CIl,E
Cl
Mech. Joint Valve J
" Water Main
~Restraining Joint
TYPICAL VALVE SETTING
,.. SHAW & ASSOCIATES ~
DESIGN & DEVELOPMENT CONSULTANTS tzi~;r);h'd
1515 1,~]2 Fourth Street North
ST. PET RSBURG, FLORIDA 33704 S-T-R
(727) 821-8537 (727) 821-84&6 (FOK)
Dote:
Designed: S&A Checked: JJS Approved: , 8-29-15 COffies of these plans ore Not
Va id unless embossed with the
.... Drawn: Scale: 1"=10' Date: signing Engineer's seal. ~
WA TER MAIN
(D,I.P, OR P,V,C,)
181
MIN, SPEC, COVER
QJ
~
iJ
"
L
T
18' Mln.
24' Max.
Mo.x, 15' - Min, 4'
1 B" MIN, VERTICAL CL.
Dlsto.ncE' Vo.rlE's
Box
Bo.ck of Curb
or
~-E;9' of Po""nt
~12"
I MIN.
)IIl,
18" OR LESS
VERllCAL CL.
~
~~~r
NOTES, i
1. SteaMer Connection to Fo.ce Street,
2. All Fire Hydrants to have 5 114' Valve Seat.
3, Fire Hyolrants Shall be Plo.ceol at Street Corners
or In the R.O.W', AoIjo.cent to SloIe Lot Lines
W'henever Possible.
4, See Sheet 3 for Typical Connections e, Fittings,
~ Re5tralnlng Joint <Typ,)
Mech. Joint
d
~
L
o
"-
C L
'i: QJ
>
~ 8
I "-
ru ~
+'
a.
QJ
~
NOTES:
,. ALL BOLTED FITllNGS ARE TO BE POLYETHYlENE
WRAPPED,
2, IF VALVE(S) IS TO BE LOCATED WI1l-lIN A PAVED
SURFACE, OR WITHIN 3' FROM PAVING, IT IS TO BE ENCASED
IN A CONCRETE COLLAR PER P,C,U,E, STANDARDS,
3, IF FIRE HYDRANT IS TO BE LOCATED WITHIN 10FT,
OR LESS OF A VEHICULAR TRAVELED AREA. GUARD POSTS
ARE TO BE INSTALLED PER P,C,U,E. STANDARDS UNLESS
OTHERWISE APPROVED BY THE DIRECTOR OF PINELLAS COUNTY
UTILlllES ENGINEERING OR AUTHORIZED REPRESENTA llVE,
4, IF DISTANCE BETWEEN VALVE AND HYDRANT IS 10 FT,
OR GREATER, AN ADDlllONAL VALVE IS TO BE INSTALLED
FOR CONTROL OF HYDRANT UNLESS OTHERWISE APPROVED BY
THE DIRECTOR OF PINELLAS UTILITIES ENGINEERING OR
APPPROVED REPRESENT A llVE,
R/W
SAN, SEWER
FORCE MAIN
---01
AoIjusto.bl~
ValvE' Box _________
III
C
'i:
W'hen Vo.lve Occurs In ROo.d~
set Bo.se on la-COMMOn Brick, ~
~
,
Cu
ONL Y APPROVED
r
HYDRANT
BURY
LINE
10'
10'
Kennedy Guarollo.n No. K-BiA
Muller Centurlo.n No. A-423
U.S, Pipe Metropolitan
~ ~ ~ot,c 'oln
Restro.lnlng Jol nt
18"TO 20"
WA TER MAIN
(D,I,P, OR P,V,C,)
TYPICAL VALVE SETTING
TI
~
NOTES,
1, 'JATER MAINS TO BE ON ~ORTH or EAST SIDE OF R.O,'J.. APPROX, 4 FT, BACK OF CURB
UNLESS OTHER'JISE AUTf.ORIZED BY CITY ENGINEER,
2. SERVICE CONNECTIONS T[ BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO, 3), THESE SEf!VICES TO BE CONSISTENT 'JITHIN THE SUBDIVISION, DRIVE 'JAYS
SHALL NOT BE BUILT OVER METERS,
3, ALL LINES SHALL BE CHLORINATED Ql'lcl PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P.S,l.)
UNDER THE DIRECTION Of' THE UTILITIES DEPARTMENT, Af'TER SUCCESSFUL COMPLETION OF THE
TESTING Ql'lcl CHLORINATION, THE PRESSURE SHALL REMA IN ON THE SYSTEM AT ALL TIMES,
4, TEN FT, SEPARATION REGlIJIRED BET'JEEN PARALLEL 'JATER I. SANITARY SE'JER LINES.
5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE IS
REQUIRED FOR 2' SERVIGE CONNECTIONS TO 6' Qncl LARGER PVC MAINS, LARGEST SERVICE
CONNECTION TO A 4' MAlN IS I 1/2' Ql'ld LARGEST TO ANY MAIN IS 2',
6, MINIMUM DISTANCE BET'JE'CN SERVICE TAPS TO BE NOT LESS THAN 36',
COl'll'ledlng Piece w/ll'ltegrQlly 1ro - Fire HydrQnt AsseMloly
Co.st M..ch, Joint Glo.l'ld on CTyp.l
on.. Encl- D.I. Rob bioI.. M..ch. -.............
Joint Glo.nd on Other End. ............... I
L..ngth Vo.rles
(See Note 1)
Vo.lve o.nd Hyclro.nt T....
wiD.!. Roto.to.ble Mech. Joint ~
Glo.l'ld on Plo.ln End Bro.nch, - Mech. Joint
VCllve
UNDISTURBED
EARTH
(TYPICAL) ~
SPEC'D COVER
ADJUST ABLE
VALVE BOX
~R,W, VALVE
L VARIES -l
I' l' TO 10' 'I
ANCHORING COUPLING OR
RESTRAINED PIPE
"r n.t.s,
~ ..
.. ~
TYPICAL FIRE HYDRANT SETTING
qf'
SANnA" ~ '
GRAVITY MAIN
~
'N'.ar
"
CONC, ENCASEMENT OF V,C,P,
OR P,V,C, SAN, SEWER IS REQ'D
WHEN THE VERTICAL CLEARANCE
BETWEEN WATER & SEWER MAINS
is 18" OR LESS.
NOTE,
CONC, ENCASEMENT OF SAN, SEWER
GRAVITY MAIN IS NOT REQ'D WHEN
C.I,P, OR D.I,P, IS USED IN PLACE
OF V,C,P, OR P,V,C, FOR A MIN, OF
10' EACH WAY FROM <t OF WATER MAIN
VERTICAL CLEARANCE
VARIES
:1:4-'
~ 'JQter Mo.ln
N,T,s'1
RESILIENT WEDGE
CONTROL VALVE(M,J.)
3'
..
Threo.clecl Corporo. tlon Stop
MUELLER HIS008
or o.Pprovecl equo.l \
CTo.p o.t 45' Angle)
So.clclle If Requlr..d
See Note 5 ~
r (:urlo Stop
/' HUELLER H143S0 with Lock IoIlng o.ncl
~ (or'lpr~sslon Inlet or approve-a! equal
NOTES,
I. On Hyclro.nts Requlrll'lg Runout
L~st Two JoInts Must Be Restrained
Per Debll 403 (2 of 2),
So.clclle sho.ll ho.ve cloublE'
sto.lnl..ss ste"l strQPs
with epo"y coo. tecl
clue tilE' Iron bocly,
\ IoIo.ter Service Tubln.
Drlscoplpe 5100 or E ,,"ot/Yo.rcll,,y
Blue Jet. SDR 9, 34CB Polyethylene
TYPICAL HYDRANT SETTING
FIRE HYDRANT ASSEMBLY
"V'
n.t,s.
-5'
SEWER GRAVITY MAIN
V,C,P, OR P,V,C, SAN,
CITY OF ClLAJIWt.TER, flORIDA
PUBUC -&.c~~"lIl~IST1IATION
LEGEND
V,C,P,= VITRIFIED CLAY PIPE
P,V,C,= POLYVINYL CHLORIDE
D,I.P,= DUCTILE IRON PIPE
BETWEEN WATER & SEWER MAINS
IS 18" OR LESS,
~
Varies
Finish graole to
o.llow 0.4' Min., 1.0'
Max, fo.ll frOM
property line to
back of curb,
R/W'
I
WATER MAIN SERVICE
CONNECTION DETAIL
'"?ar'
HORIZONTAL CLEARANCE
1 B" MAX,
r · USF No, 7605 OR
.. USF No, 7635
VALVE BOX AND HEXAGONAL COVER
MARKED'S' [NOT REQ'D IN SODDED AREAS]
EXPANSION JOINT
MA TERIAL
~
18' Mln, L-
24' Max,l-
,
WATER / SEWER CLEARANCES
N.T,S,
i
NOTE
1. RISES SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT & FUTURE SERVICES)
TO PROVIDE DEPTH AT SERVICE NOT OVER 4,0' EXCEPT WHERE OTHERWISE REQUiRED,
2, MINIMUM CUT UNDER ROADWAY - 4,0',
MINIMUM CUT AT PROPERTY LINE - 3,0' OR AS REQUIRED FOR SERVICE.
3, RISERS SHALL PREFERABLY FOL:"OW SLOPE OF BANK TO REQUIRED DEPTH,
4, RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL,
It
. 4"X6" DOUBLE SWEEP TEE
.. OR S"XS" STRAIGHT TEE
.
T o.pped Flo.ng/
Bo.ll Vo.lV/
/- Bro.ss Nipples
<Typ,)
2' Bo.ckflow
/ Preventer
~ To.ppeol Flo.nge
~ Bo.ll Vo.lve
PA
~
ClTY OW'NED
AND
MAINT AiNED
HOMEDW'NER OW'NED
AND MAINTAINED
~\"'I~~~ ~ ~~,*;'J"Y/ - SERVICE PIPE
~EE NOTE 2
45' BEND-
Flow
. (SINGLE FAMILY RESIDENTlAL)
. (MUL TI-FAMIL Y RESIDENllAL AND COMMERCiAL)
.. 6" PVC CLEANOUIllR
. 4" PVC CLEAN OUT
6" PVC
~ GLUED PLUG
/ NOTE:
GLUED PLUG TO REMAIN
IN PLACE UNllL PLUMBER
MAKES CONNECllON,
SECTION
ANY VARIANCE MUST HAVE
W'RITTEN APPROVAL OF THE ClTY
ENGINEER.
~
~PLUG
"- 30' CURVE
'- SINGLE "y" BRANCH
Service Lo.tero.t
",' OR "y"
BRANCH & BEND _-.
BYPASS DETAIL
Flo.ngeol
Resilient Seo. t
OS & Y Vo.lve~
Flo.nged T e~
90. Be~ '"
o
Approved Bo.ckflow
! Prevente~ Resilient Seo. t
/ OS &. Y Vo.lve
/ Flo.nged Tee
/ ~ Flo.ngeol 90' Bend
,.......-- Un I fl 0. n g e
illY:AIION
SE.C.llilli
TO GRAVITY SEWER
NOTE'
All lo. tero.l Materials, Incluollng
o.pproved Cleo.nout hardware, are
to extend to the R/W' or to the
easeMent line as noted.
SERVICE CONNECTION - DETAIL
ALTERNATE DETAIL
A T TOP OF RISER
STREET LATERAL DETAILS
iNDEX NO.
SEWER SERVICE CONNECTION DETAIL
N,T,S,
6" PVC
6" X 4" HARCO PVC REDUCER
REOUIRED FOR CONNECllON TO
EXISTING CLAY SERVICES
(DONUTS NOT ALLOWED)
DUCTILE
IRON
PIPE
RESTRAINT
NOTES,
1, NEW SERVICES SHALL BE 6" PVC,
2, CONTRACTOR SHALL BE REQUIRED TO
MAKE CONNECTION TO EXISTlNG SERVICES
AND TO PROVIDE UNINTERRUPTED SERVICE,
3, CONTRACTOR SHALL INSTALL BALL
MARKER PER MANUFACTURER'S
SPECIFICA 1l0NS,
P.V.C,
PIPE
RESTRAINT
SANITARY SEWER CLEANOUT
THE FDLLO\v'ING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS'
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5, PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
THE FOLLO\v'ING JCINTS MUST BE RESTRAINED IN ALL APPLICATIONS'
1. BEND - INLET IIND OUTLET
2. TEE - ALL BRANCHES
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Supports
M.J. 90.
..
Flow
TYPICAL COMPOUND ~ATER METER SET
~L
.1 ~ Megnlug Restrnlner CTypJ
Restro.ining Go.sket (T~I
,-
I
L --I ~ Thrust Restrnint <Typ,)
NOTE:
1. 0 S &. Y Vo.lve Ho.ndles will be Cho.ined o.nd Locked.
2. Meter Sets will be Po.lnteol After Insto.lla. tlon,
3, Bypo.ss Pipe &. Fittings Sho.ll be Threo.ded Bro.ss,
n.t.s.
INDEX NO,
403
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG.
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
-{:{ = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POL Y \v'RAPPED PIPE
NOM. ELBO'w'S (deg'> VALVE DEAD
PIPE TEES
SIZE 11.25 22.50 45 90 BRANCH END
4 2 3 7 17 18 30
6 2 5 10 23 30 4~
8 3 6 12 30 42 54
12 4 8 17 42 -{:{ 76
16 5 10 22 53 -{:{ 97
20 6 13 26 63 -{:{ 117
:lIE APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
AMes 5000 SS
\v'o.tts Model 909 or 009
Conbro.co 40200
:lIE APPROVED DOUBLE-CHECK VALVES
He.>rsey- Beeco Model No. 2
AMes 2000 SS
\v'o.tts Moclel 709 or 007
Conbro.co 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
900 RISE
3" ,4" and 6" MODELS
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE.
S' PVC MAXIMUM SIZE USED IN SYSTEM
INDEX NO,
405
NOTE: THRUST RESTRAINT AT FITTIINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RE:STRAINERS. THRUST RESTRAINT
BET\v'EEN PIPE JOINTS SHALL BE BlY EBBA IRON SERIES 1500
RESTRAINERS.
NOM. ELBO'w'S (deg'> VAL VE DEAD
PIPE TEES END
SIZE 11.25 22,50 45 90 BRANCH
4 2 4 9 21 28 46
6 3 6 12 29 47 65
8 4 8 16 38 66 85
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRAIION
ENGINEERING
THRUST
RESTRAINING
NOTE: THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
THRUST
RESTRAINING
INDEX NO,
403
r OWNER/DEVELOPER UTILITY DETAILS ~
RODGER'S BEACH DEVELOPMENT PARADISE COVE TOWNHOMES
145 BRIGHTWA TER DRIVE
CLEARWATER, PINELLAS COUNTY, FLORIDA
.... .....
'06/23/03 ""'IIIIl
REVISIONS
SHEET C~4
~ REV# DATE REV, DESC, REV. B~
, ,
r SHAW & ASSOCIATES ""'Ill
DESIGN & DEVELOPMENT CONSULTANTS r;z,'Id9ht 2003 NO'v'6b1;'hed
1515 !E62 4TH STREET NORTH tV /;J. (),3
ST. PET RSBURG, FLORIDA 33704 ""'-
(727) 821 -8537 (727) 821-8466 (Fo,,) Emoll: jshowOldsfl,com I ' [Jote:
Designed: S&A Checked: JJS Approved: COffies of 'these pions ore Nbt
Vo id unless embossed with the
..... Drawn: Scale: N/A Date: signing Engineer's seal. ......
...
60.00'
..
20'
.1
Interlocking Concrete P
(,snnd Filled Joints
01 I[
A
TOP OF BANK 5.00
. - . . . . .. - . . - . . . . . . . - .. - . . . - . . - . . . . . . . - . . . . . . . . . . . . - - . . - . . .
SIDE SLOPE
OF BANK 5,00
Concrete Snnd ~ 0
& Bedding cours~. '
1/2# - 1 # ~
-
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
D. H, W, WATER QUALITY ELEV, 4,87
o
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . .. . . . . . . . .
SOD
., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . .. .. . . . . . .
Course
Grnnulnt
Bnse
. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . .
- . . . . . . . . . . . . .. . . . . . . . . . . - . . . . . ., ... . . .. . . . .. .. . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . .., . . . ... . . . . . . . . . .. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . .. . . . . . ., . . . . . . . . . . .
. . ., . . . .. . . . . . . . . . . . . . . . . .. . .. . . . .. . . . . . . . . . . . . . . . .. . . . . .
SIDE SLOPE 4: 1
.. . .. . . . . . . . .. . .. . . .. . . . . . .. . . . . ... . .. .. . . .. . . . . . ... . . . . .
20.00'
POND BOTTOM ELEV, 4,00
COMpncted~/ /
Subgrnde / / /_
1/1
//1
1//
SOD
INSTALLATION PATTERN
ePn ttern will vnry with selected pn ver)
TYPICAL CROSS SECTION
1. Interlocking po.ving units sho.ll genero.lly be insto.lleol in o.ccorolo.nce with Mo.nufo.ctures requireMents,
2. Po.ver Thickness: 2 3/8' Resiolentlo.l, Light Duty Tro.fflc) 3 1/8' COMMerclo.l, Heo.vy Duty Tro.fflc
3, Concrete Po.vers to conforM to ASTM C936-82.
4, Course Gro.nulo.r Bo.se sho.ll be in o.ccordo.nce with Mo.nufo.ctures requireMents (4' Min. for 2 3/8' po.vers
o.nd 8' Min. for 3 1/8' po. vers). Gro.nulo.r bo.se sho.ll be crushed concrete or other Mo. terlo.l o.pproved by City Engineer.
5. Coloring or dye sho.ll be uniforM throughout eo.ch concrete po. ver unit. Dipped or externo.lly colored po. ver units o.re uno.ccepto.ble,
6, Po.vers sho.ll be Insto.lleol with edge restro.lnt 0.1'101 confined with ceMented po.ver units, curbs, poureol concrete or other sulto.ble Method,
7, Flno.l finished surfo.ce sho.ll be of uniforM elevo. tlon or slope,
8, Subgro.de sho.ll be free of clo.y, orgo.nics, or other Mo.terio.ls which will o.llow future settleMent o.nd COMpo.cted to 98% AASHTD T-180-57,
A
POND
S, H. W, ELEV, 2,50
CITY OF CLEARWATER
0-
A
(NTS)
POND A
SECTION
A-A
N.T.S.
INTERLOCKING CONCRETE
BLOCK PA VERS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
I~
55.00'
-I
40Xsn Interlocking Concrete Pn vers,
'w'nsh Snnd/CeMent Mix Into Joints
1/2# - 3/40 Snnd Setting Conrse
60 (Min) Concrete 3000 PS;rI Snw Cut Exist, Asph,
\.lith Fiber Mesh
I ~ 12# ~ Existing Asphnl t
TOP OF BANK
I"
5,00
17'
-l
INDEX NO,
113
B
Ex, Bnse
SIDE SLOPE
OF BANK 5,00
-
D. H. W. WATER QUALITY ELEV, 4,87 0-
17.00'
SOD
SIDE SLOPE 4: 1
POND BOTTOM ELEV, 4,00
SOD
B
POND B (NTS)
S, H, W, ELEV, 2.50
CITY OF CLEARWATER
o
*All exposed concrete edges
to be hnnd tooled,
INDEX NO,
116
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MA TERIAL
POND B
SECTION B-B
PAVING HEADER DETAIL
N,T.S,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
PA VING HEADER 8x
BRICK PA VER DET AIL
Roll of 12 1/2" Guage Welded
Fence, Z"xZ" Mesh, 8"-10"
Diameter Filled With 3" Stone,
BACK~LLED TRENCH
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESf-: WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE FOSTS
Building Block Laid 6" From Throat
Web Horizontal,
BUILDING
WALL
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
ATTACHING TWO SILT FENCES
Spacer Block
4" DOWNSPOUT
\
. . ffij----mr-
APPROXIMATELY 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
-- -"" /' ...--
PLACE THE END
POST OF T-IE
SECOND FENCE
INSIDE THE END
POST OF T-IE
FIRST FENCE
Gravel Filler
2"x3" Perferred
L EXIST OR NEW GRADE
--
RUNOFF
r--f/-
ROTATE BOTH
POSTS AT l.EAST
180 DEGREE.5 IN
A CLOCKWISE
DIRECTION "0
CREATE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
NOTE S:
1, Fiberous filler material in front of block
prevents gravel from washing into structure,
Sill
Fiberious Filler Material
Building Block or Drilled 2"x6"
2"x4" Timber
MITERED
END SECTION
Spacer Block
~
""
""
""
1
2, 2"x4" Behind block and across throat helps
keep block in place, Place in outer hole
of spacer block.
DIRECTION OF RUNOFF WATERS
APPROXIMA TE
4-INCH BY
4-INCH TRENCH
i
i
t
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
3, Bales of hay and sod, similarly placed,
may also be used,
-----.. ----- ...... ....-
CITY OF CLEAR'w'ATER, FLORIDA
ENGINEERING DEPARTMENT
TEMPORARY SEDIMENT
TRAP AT CURB INLET
DRAIN
6" PVC DRAIN PIPE
PIPE DETAIL
INSTALLING A
FABRIC SILT
FIL TER
FENCE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INDEX NO,
604
N.T.S.
INDEX NO,
607
r- OWNER/DEVELOPER GENERAL DETAILS ~
RODGER'S BEACH DEVELOPMENT PARADISE COVE TOWNHOMES
145 BRIGHTWA TER DRIVE
CLEARWATER, PINELLAS COUNTY, FLORIDA
II... ~
~ ~
7/11/03 REVISIONS
SHEET C~5
..... REV# DATE REV, DESC, REV, BJ.j
~ SHAW & ASSOCIATES ~
DESIGN & DEVELOPMENT CONSULTANTS "
@coC' A' Pobl;,h,d
1515 ~~2 4TH STREET NORTH ~ ~d. '1P';'
ST. PET RSBURG, FLORIDA 33704
!. ' '
(727) 821 -8537 (727) 821-8466 (Fa.) Emoll, jshowllldsfl,com " 'Dote: "
Designed: S&A Checked: JJS Approved: oPiies of these pions ore Nqt
Va id unless embossed with the
.... Drawn: Scale: N/A Date: signing Engineer's seal, ....
VISIBILITY
TRIANGLE
FOR
ROADWAY
TRAFFIC
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HABITABLE FLOOR ELEV.
GARAGE FLOOR ELEV. 6.5
UNIT :J
1 ST.
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DESIGN & PERMIT BY OTHERS
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RETENTION AREA A
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E.QST. IHJ(X) /JOCK
E%/ST. IHJ(X) /JOCK
CHANNEL
OWNER/DEVELOPER
ROGER
BEACH
LANDSCAPE PLAN
7 /12/03
REVISIONS
DEVELOPMENT
PARADISE
BRIGHTWATER
PINELLAS
COVE
DRIVE, CLEARWATER
COUNTY, FLORIDA
GRAPHIC SCALE
10 0
~
5
I
10
I
( IN FEET )
1 inch = 10 fl.
IRRIGATION SYSTEM
TO BE TIED INTO
EXISTING RE-CLAIMED
WA TER METER
v
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::- :-:- :-:-:-:-:-)-::: ::::
DOUBLE STRAND #12 GAUGE
TWISTED WIRE
20
I
N
IRRIGA TION NOTES:
I. THE CONTACTOR SHALL PROVIDE A 100ll!. COVERAGE AUTOMATIC
IRRIGA TION SYSTEM, THE CONTRACTOR SHALL
COMPL Y WITH THE GENERAL IRRIGATION NOTES,
2, ALL QUESTIONS CONCERNING SPECIFICATIONS ARE TO BE DIRECTED
TO THE ENGINEER,
3, SHRUB RISERS SHALL ONLY BE INSTALLED IN HEDGES OR MASS
PLANTINGS NOT TO EXTEND MORE THAN 3" ABOVE THE INSTALLED
HEIGHT OF THE SHRUB, IN NO CASE SHALL SHRUB RISERS BE
INSTALLED DIRECTLY ADJACENT TO CURBS, WALKS OR OTHER
VEHICULAR ACCESS WAYS, IF RISERS ARE TO BE USED IN HEDGES
ABUTTING PARKING AREAS, THEY MUST BE PLACED A MINIMUM OF
30" AWAY FROM BACK OF CURB AND EMBEDDED IN THE HEDGE SO AS
NOT TO BE SEEN OR DAMAGED BY VEHICULAR OVERHANG, ALL SHRUB
RISERS SHALL BE PAINTED BLACK OR DARK GREEN.
". ALL PLANTED LANDSCAPE AREAS. INCLUDING MASS PLANTING OF
SHRUBS SHALL BE IRRIGATED WITH AN
AUTOMA TICALL Y TIMED DRIP IRRIGATION SYSTEM,
5, ALL SODED AREAS SHALL BE IRRIGATED WITH ,," POP-UP SPRAYS
COR POP-UP ROTORS WHERE APPRO PIA TEl,
'- PIPE, VALVES AND OTHER IRRIGATION EQUIPMENT MAY BE SHOWN
IN BUILDINGS, DRIVES AND WALKS FOR CLARITY ONLY, LOCATE
ALL VALVES AND OTHER IRRIGATION EQUIPMENT IN PLANT BED
AREAS FOR BEST CONCEALMENT AND ACCESSIBILITY.
1, VALVES ARE TO BE INSTALLED IN VALVE BOXES LARGE ENOUGH TO
ACCOMMODATE MAINTENANCE AND OPERATION OF VALVES, VALVE PIT
SHALL BE FREE FROM MUD OR OTHER DEBRIS WHICH MAY COVER
VALVE. PROVIDE 1/2" DIAMETER RIVER GRAVEL SUMP 3" THICK AT
THE BOTTOM OF VALVE PIT,
8, ALL IRRIGATION MATERIALS AND INST ALLA TION SHALL MEET FEDERAL,
S TATE AND LOCAL CODES, REGULATIONS AND ORDINANCES CONCERNING
IRRIGA TION CONSTRUCTION,
'I, FLEXIBLE POLYETHYLENE SWING JOINTS SHALL BE USED FOR ALL
POP-UP SPRAY HEADS, ROTOR HEADS SHALL HAVE RIGID PVC SWING
JOINTS, CONCRETE DONUTS SHALL BE INSTALLED AT ALL HEAD
LOCA TIONS ADJACENT TO OR IN VEHICULAR USE AREAS.
NGLE
TRAFFIC
10. ALL SLEEVES ARE TO BE SCHEDULE "0 pvc LOCATED A MINIMUM OF
I". BELOW FINISH GRADE,
11, ADJUST ALL HEADS TO PROVIDE MAXIMUM COVERAGE AND MINIMUM
OVERTHROW,
12, EQUIPMENT AND HEADS SHALL BE MANUFACTURED BY "RAINBIRD" OR
"HUNTER" OR AS OTHERWISE SPECIFIED BY IRRIGATION CONTRACTOR.
13, CONTRACTOR SHALL FIELD VERIFY CAPABILITY OF WATER SOURCE TO
DELIVER PROPER PRESSURE PER SQUARE INCH (PSIl AND GALLONS
PER MINUTE CGPMl AS REQUIRED BT THE IRRIGATION SYSTEM,
NOTIFY THE ENGINNER PRIOR TO CONTRACT IF THERE
IS ANY DISCREPANCY,
I", IRRIGATION WATER SOURCE SHALL BE EXISTING WATER METER
AND FUTURE RECLAIMED WATER OR WELL IF INDICATED,
15. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING
CONTRACTOR UNLESS OTHERWISE SPECIFICALLY S T A TED,
1'- REFER TO THE LANDSCAPE DRAWINGS WHEN LOCATING ALL IRRIGATION
EQUIPMENT, ALLOW AMPLE ROOM NEAR PIPE, VALVES AND OTHER
EQUIPMENT FOR THE PLANTING OF TREES AND HEDGES,
11. ALL WIRES SHALL BE INSTALLED IN WIRE SLEEVES UNDER WALKS
AND DRIVES,
18. IF THERE IS A CONFLICT BETWEEN THE IRRIGATION PLAN AND
SPECIFICA TIONS, CONTACT THE ENGINEER IMMEDIA TEL y,
1'1, CAREFULLY REVIEW THE IRRIGATION NOTES, CINTRACTOR TO SUPPLY
IRRIGA TION ZONE LAYOUT WITH APROVED MATERIALS INCLUDING
TIMER TO ENGINEER FOR APPROVAL.
CONT ACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CONTAINED
THEREIN,
20, CONTRACTOR SHALL FURNISH OWNER WITH 2 COPIES OF OPERATION
MANUALS AND WATER SCHEDULING TIMES AS REQUIRED TO SUSTAIN
THE PLANT MATERIAL, CONTRACTOR SHALL INSTRUCT THE OWNER AS
TO THE PROPER OPERATION AND MAINTENANCE OF THE ENTIRE
IRRIGATION SYSTEM PRIOR TO FINAL ACCEPTANCE,
21. MOISTURE SENSORS TO BE USED TO AVOID IRRIGATION DURING
RAINFALL.
02PTLI21
LANDSCAPE SCHEDULE
COMMON NAME QUAN~TY
(BOT A,~~CAL NAME)
~ = DENOTES PALM TREE & SIZE
@=DENOTESFIRNTREE1&SIZE
DAHOON HOLLY
SYMBOL
TYPE
e
ill
o
~
CANOPY
UNDERSTORY
HEIGHT /SIZE
NOTES
10' MIN, H, 2-1/2" CALIPER
30-45' SPACING
SPANISH CHERRY 5
(MIMUSOPS ELENGI)
10' MIN, H, 2-1/2" CALIPER
15-20' SPACING
UNDERSTORY
CREPE MYRTLE 1 0
(LAGERSTROEMIA INDICA)
8' MIN, H, 2" CALIPER
15-20' SPACING
UNDERSTORY
WASHINGTONIAN PALM 14
(WASHINGTONIA ROBUSTA)
10' MIN. CLEAR TRUNK
15-20' SPACING
~
.
SHRUB
CHINESE HIBISCUS
38
2' MIN, H, 3 GAL., 36" O,C,
SHRUB
OLEANDER
(NERIUM OLEANDER)
6
5 GAL. 24" O,C.
fY~
CLIMBING VINE
FICUS PUMILA
HEDGE
80
3 GAL. 24" H, 18" O,C,
GROUND COVER INDIAN HAWTHORNE
(RAPHIOLEPIS INDICA)
300
3 GAL.M, 18" O,C.
+ + + +
+ + + +
+ + + +
GROUND COVER YELLOW LANTANA
(LANTANA CAMERA)
300
1 GAL" 12" O,C.
+ +
+
+ +
+ +
+ + +
+ +
SOD
ST, AUGUSTINE
~
ORNAMENTAL GRASS
LAJ LA]
... ---~- - - - - - - - - - - - -
-1. .~~. . " . . . . . . . . . . . . . . . . . . _ . . .
. . . . . . . . . . " . . . . . " . . " .ill1:. . .
~~..~ -~~--~-..-- - ~ - ~ - ~ -- - ~(~
TO BE PLACED @ TOP OF RETEN~ON PONDS
STREET 'WITH CURB
NOTES
2 PIECES OF RUBBER HOSE
1/2" DIAMETER
2"x2" YELLOW PINE STAKE______.
,n, ..
3" SAUCER AROUND TREE
3" SPECIFIED MULCH
o
n
~
2" SAUCER AROUND
UNDISTURBED SUBSOIL
6" COMPACTED SUBSOIL
EXCAVATE SHRUB WELL
1-1/2 TIMES SIZE OF CONTAINER
SHRUB PLAN TlNG DETAIL
BEACH
SHEET
L~l
REV. PER CITY COMMENTS
REV. PER DRC COMMENTS
REV, DESC,
145
2
1
REV#
9 29 03
9 15 03
DATE
STREET 'WITHOUT CURB
Min. 2' PVC
Mo.rklng colUMn
'co.pped'
SPECIFIED MULCH
1. 2' PVC Ma.rklng ColUMns to
be set 12' above existing
grade at each end of PVC
sleeves, ct..
Finished Gra.de
Min. 2' PVC
Mo.rklng colUMn
'co.pped'
Detecto.ble
To.pe
a:
d
W
IS'Mln.
4' Min.
4' Mln,
End of sleeve to
be co.pped or
tapped (typlco.l
eo.ch end)
Sch. SO PVC CITY OF CLEARWATER, FLORIOA
(Size Varies) PUBUC WORKS AOWINISTRATION
ENGINEERING
SOIL
I~I
UNDISTURBED SUBSOIL
~1
TREE STAKING DETAIL
SHAW
&
DESIGN & DEVELOPMENT CONSULTANTS
1515 1 2 Fourth Street North
ST. PET RSBURG, FLORIDA 33704
(727) 821-8537 (727) 821-8466 (Fax)
JS
REV. BY
Designed: S&A
Drawn:
Checked: JJS
Scale: 1"=10'
Approved:
Date:
TYPICAL IRRIGATION
SLEEVE
INDEX NO.
...
ASSOCIATES
S-T-R
8-29-15
~:,OOrp Igghht 2003 Not Published
V~lt6}
Dote:
Copies' of these plans ore Not
Valid unless embossed with the
signing Engineer's seal.
P ARAD][SE
COVE
A REPLAT OF LOTS 11, 12 AND 13, uBAYSIDE SUBDIVISION No. 2u, ACCORDING TO THE
MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. LYING IN SECTION 8, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
DESCRIPTION:
CERTIFICATE OF APPROVAL OF COUNTY CLERK:
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY,
FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
LOTS 11, 12 AND 13 OF uBAYSIDE SUBDIVISION No. 2u, ACCORDING TO THE MAP OR PLAT THEREOF,
AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
I, KARLEEN F. DE BLAKER, CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, HEREBY CERTIFY THAT THIS PLAT
HAS BEEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE THE REQUIREMENTS OF THE STATUATES OF FLORIDA
PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK PAGES
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 11; THENCE, ALONG THE SOUTHERLY RIGHT-OF-WAY
LINE OF BRIGHTWATER DRIVE, NORTH 89002'11 U EAST. A DISTANCE OF 179.95 FEET TO THE NORTHEAST
CORNER OF SAID LOT 13; THENCE SOUTH 00057'49u EAST, ALONG THE EAST LINE OF SAID LOT 13, A
DISTANCE OF 115.84 FEET TO THE SOUTHEAST CORNER OF SAID LOT 13; THENCE SOUTH 87044'50u WEST,
A DISTANCE OF 180.00 TO THE SOUTHWEST CORNER OF SAID LOT 11; THENCE NORTH 00057'49u WEST,
ALONG THE WEST LINE OF SAID LOT 13, A DISTANCE OF 119.89 FEET TO THE POINT OF BEGINNING.
THIS DAY OF
, 2003.
ATTEST: KARLEEN F. DE BLAKER. CLERK
PINELLAS COUNTY, FLORIDA
DEPUTY CLERK
CONTAINING 0.487 ACRES MORE OR LESS.
CERTIFICATE OF APPROVAL OF CITY COMMISSION:
DEDICATION:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
THE UNDERSIGNED CERTIFIES THAT IT IS THE OWNER OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY
PLATTED AS uPARADISE COVEu, THAT IT GRANTS TO THE CITY OF CLEARWATER, A POLITICAL SUBDIVISION
OF THE STATE OF FLORIDA, THE RIGHT TO USE ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN. THE CITY
OF CLEARWATER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF FLOW ONLY IN DRAINAGE EASEMENTS.
ANY MAINTENANCE, REPAIR, OR REPLACEMENT RESPONSIBILITY RELATING TO PIPES, STRUCTURES, AESTHETIC
AND VEGETATION CONSIDERATIONS, IN AND UPON DRAINAGE EASEMENTS ARE A PRIVATE FUNCTION NEITHER
ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER.
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED BY THE BOARD OF CITY COMMISSIONERS OF THE
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS DAY OF , 2003.
APPROVED:
OWNER: PARADISE COVE. LLC, A FLORIDA CORPORATION
WILLIAM B. HORNE II, CITY MANAGER
PANJAK PATEL
MANAGER
W lTNESS:
WITNESS PRINT NAME
REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES:
WITNESS:
WITNESS PRINT NAME
ACKNOWLEDGEMENT:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
THOMAS L. MAHONY
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 6289 - STATE OF FLORIDA
CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRATION
ENGINEERING DEPARTMENT
DATE:
BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED PANJAK PATEL, MANAGER, PARADISE
COVE, LLC, A FLORIDA CORPORATION, AND HAS PRODUCED AS IDENTIFICATION
AND KNOWN TO ME TO BE THE PERSON EXECUTING THE FOREGOING DEDICATION, AND HE ACKNOWLEDGED TO ME
THAT HE EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN.
WITNESS MY HAND AND OFFICIAL SEAL THIS
DAY OF
2003.
SURVEYOR'S CERTIFICATE:
NOTARY PUBLIC
STATE OF FLORIDA AT LARGE
NAME OF NOTARY (PRINTED OR STAMPED)
COMMISSION No.
MY COMMISSION EXPIRES:
I, BRUCE A. KLEIN, THE UNDERSIGNED, REGISTERED SURVEYOR AND MAPPER, HEREBY CERTIFY THAT ON THE 14TH DAY OF MAY,
2003, THIS PROPERTY WAS SURVEYED AND THIS PLAT WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND THIS PLAT IS A
TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED AND THAT IT COMPLIES WITH ALL REQUIREMENTS OF CHAPTER 177,
PART 1 OF THE FLORIDA STATUTES, AND THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN SET ACCORDING TO THE REQUIREMENTS
OF SAID CHAPTER 177 PART 1 OF THE LAWS OF THE STATE OF FLORIDA PERTAINING TO MATERIALS AND COMPOSITION.
,/' \'~
J ~'A ' .
BRUCE A. KLEIN, VI E PRESIDENT
FLOR IDA PROFE,SS I ONAL SURVEYOR AND MAPPER
FLORIDA 8~GI~fRATlON No. 5052
FLORIDA L~CEN~td BU~LNES~ No. 7240
'/'.'. " ,,'Xi,,' ~
;'. ~
JOB No.: 030084P,2
SHEET 1 OF 2 SHEETS
LB 6928 PREPARED BY:
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
PARADISE
COVE
A REPLAT OF LOTS 11. 12 AND 13 "BAYSIDE SUBDIVISION No.2". ACCORDING TO
THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32 AND 33 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA. LYING IN SECTION 8. TOWNSHIP 29 SOUTH.
RANGE 15 EAST. CITY OF CLEARWATER. PINELLAS COUNTY. FLORIDA
LEGEND:
.
o
FPKND
= FOUND PERMANENT REFERENCE MONUMENT 4"x4", LB 7240.
= FOUND 15/8") REBAR WITH CAP, LB 7240.
= FOUND PARKER KALON NAIL AND DISK, LB 7240.
= EASEMENT LINE, USE AS NOTED.
= PLAT BOOK
= PAGES
= LICENSED BUSINESS
= LICENSED SURVEYOR
= POINT OF BEGINNING
P.B.
PGS.
LB
LS
P. O. B.
N
(Jl
o
BRIGHTWATER DRIVE
N89002'11"E 179,95'
50' RIGHT-OF-WAY
CP,B, 27, PGS, 32-33)
FPKND
LB 7240
N
(.Jl
o
10' DRAINAGE AND/OR
UTILITY EASEMENT
SOUTHERLY RIGHT -OF -WAY LINE
N89002'11"E 179.95'
20.00' 18,67' 18,67' \ 18,67' 18,67' 18.67'
4.63'
- - - - - - -
- 1 - - -
P.O.B. \
NORTHWEST CORNER
OF LOT 11 21
(P,B, 27, PGS. 32-33) 2 2 2 2 Z 2
2 Z Z 0 0 0 0 0 0 0
0 0 0 ~I 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0
o 0 0 0 (.Jl (.Jl (.Jl (.Jl (.Jl (.Jl
0(.Jl (.Jl (.Jl ~I --.J --.J --.J -..J --.J --.J
- -
~-..J -..J --.J -I>- -I>- .j:>. .j:>. .j:>. .j:>.
~- .j:>. .j:>. to to to to to to
O.j:>. -
::Ez to to - -
z~ ::EI ::E - ::E ::E ::E ~
[OlO - = ::E
U)O ~::E ::E ~
--1 0 CO CO CO -..J -..J CO CO
01 CO (Xl ~\ VJ VJ to to VJ VJ
'..... ITlco
LOT 10 OF z~ >:--1 --.J --.J 0 0 0 0 0 0
BAYSIDE SUBDIVISION No.2 [Oleo 0 0 0 0 0 0 0 0 0
(P .B, 27, PGS, 32 -33) 0 0 0 I
O:E
'1
,~ LOT 2 31 LOT 4 LOT 5 LOT 6
oeo LOT 1 LOT
~oo
--" eo I 18,67'
--"
18.67' .j:>. .j:>. 18,67'
-I>- 0 0 .j:>.
20.00' 18.67' 18.67' -
0
57,34' -
S89002'11"W
Lor '2
~ CJ. '1
[j!,VSIC[ Slj]CI ISIOII 110, 2
, T----~ (1)8,2"', -)CS, 32-3,))
, COMMON AREA
587044'50"W 180.001
SOUTHST CORNER
OF LOT 11
(P,B,27. PGS, 32-33)
FPKND
LB 7240
..
~
CHANNEL
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRIGHTWATER DRIVE, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING
OF NORTH 89002'11" EAST.
2. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF
THE SUBDIVIDED LANDS DESCRIBED HEREON AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY.
3. UTILITY EASEMENTS SHOWN HEREON SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES. PROVIDED,
HOWEVER, NO SUCH CONSTRUCTION. INSTALLATION. MAINTENANCE AND OPERATION OF CABLE
TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC.
TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY IT SHALL BE SOLELY RESPONSIBLE FOR THE
DAMAGES.
4. COMMON AREAS SHOWN HEREON SHALL BE FOR THE PURPOSE OF INSTALLATION, MAINTENANCE
AND OPERATION OF DRAINAGE AREAS. RETENTION AREAS. UTILITIES. RECREATION FACILITIES
AND SHALL BE SOLELY THE RESPONSIBILITY OF THE PARADISE COVE TOWNHOMES HOMEOWERS
ASSOCIATION. INC.
N
(.Jl
o
FPKND
LB 7240
N
(Jl
o
I
I
\
18,67' 18,67' 20,00'
S89002'11"W 57,34'
: ()! '.5
FPKND
LB 7240
SOUTHEAST CORNER
OF LOT 13
(P,B,27. PGS, 32-33)
/
..
o
~
n
o
I
20
I
40
I
I
10
N89002'11"E 264,36'
-1
.-
18,67' 20,00'
4,63'--./ NORTHEAST CORNER
~ -- -- OF LOT 13
(P,B,27, PGS. 32-33)
I
I z z
z z 0 0
I~ 0 0 0
0 0 00
0 (.Jl
I~ (.Jl --.J (Jl0
--.J -I>- ~~
- ~~ (/)[Ol
-I>- to <00
to to 0)>
I~ ::E =z 0U)
~ ::E o --1
co co~ 01,
......-
I~ co --.J --.JITI - z LOT 14 OF
-..J 0 6> ~[Ol BAYSIDE SUBDIVISION No, 2
0 0 eo
0 = 0 (P.B. 27, PGS. 32-33)
1C2 0 -
- ITI,.,
::::,
010
\ LOT 7 LOT 8 LOT 9 oo~
~--"
- VJ
I
--------
JOB No,: 030084P,2
SHEET 2 OF 2 SHEETS
LB 6928 PREPARED BY:
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
Open air gazebo
top of roof 13".6"
b f
~ ~ ~ ~~;~~;:ddeCk ~ ~ VARIEGATED ~ 401.
\. ... ur
BARREL ROOF
CONC BALLUSTRADE \. ~ EJ EJ EJ EJ EJ EJ EJ EJ EJ E f TILES 6:12 SLOPI; .
.
4211 HIGH n (" n n N
- I ~ I
.
m
~ n n n n 1011 II n ~ 0 ~ n ~ .r 0111 PL} P,I\D _DI II n n:OIOI Jl ~ n n Iml ~ n 101 ~\ 31
c ( c ) ( ( c ( ) ( ) ) I c I ( ) ( ( c ) ( ) c ( c ( ) ( ) \.. ., T
\. f3 f3 f3 f3 f3 f3 13 ~gv [J
~ 0 DO []][]] []] []] 0 []] 0 []] 0 []][]] 0 []] []] DO 0 ~
- -
~ CONC BLOCK WI" ~I~ STUCCO :1111 --- I..~ ~
.:. :.- Nb
I I I I I I I I I T 1 I . "'\ 201.
~ ~ ~~RES W . \... .,
r;; ~
~ ~ ~ '~H~
- I ""1 IjIII (F 5T
META VER" !~C [)
~ llIII m mn . [lJJ Dill 10 . RAILII ~ rg] mQmlllll[
112 II H (TVF 91.21
- . "'\
I \".,'5T
IW=TAL
F ~ENCH D ORS
~I.O"
8"
OF ELEV
1.611
OP OF ROOF DECK
BUILDING HEIGHT =
281.8" mid point of
mansard roof
4"
I (151.8" NGVD)
LIVING FLOOR
= 6.5 I NGVD
ELEVATION
741.0"
~O!M]
1/8" = 11.0"
f ~~' ~~
~ ~
r-::== ~~i~~ ~~~ ~ i., 1-
~n, n f1 n n II n r1 n n l'ir"""'fi ~ n --
) II ~ ( ) ( c (
.......
\J 13 ~ 13 13 EI EI EI EI EI 13 EJ EJ 13 13 13 13 13 ~) ) ( JI==1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1= 1::1 t/
/' CONSTR. ./ " i-- - - I-
" /' ......... /' ......
0 JOINTS I-- - - 1- 0
i-- - - I-
I-- - - 1-
(1 1/2") i-- - - 1-
~ - - .
- IJ II -
- - CONSTR.
- -
- - JOINTS
- r - 1_
:: i-- - 1- (1 1/2") l=f
i-- - 1-
/ " ./ " - ./ " /' .........
I-- - I-
I I i-- - - 1-
- -
I====.. - il==
'm - - ~ ~ - - - - III
I
r ~ .--- - III I
D III III D
2".0" horiz on center
2" control joints
fj fi fj .;; ..
W ~ I!!!!l
WEST ELEVATION
~
~
~
~
\ 3 13 13 13 13 EJ EJ EJ EJ EJ L~
nJi D ~ rEip n,
NOTE: ALL UNITS ARE (3) BEDROOM AND (3) BATH
COND FLOOR AREA
~
~
~
2,463 SF
UNIT 1 AND 9
.....
-
-
-
PI n)"PD~ ~
.. \. EI EI EJ EJ EJ EI EI EI E1-1lf
'-- - - -
iiii jI :: -~
= -
- -
- -
- -
~= --
- D ~ ~ - ~, D ~~
- """"....
- -
- -
mmwoo' ~~~~-
4,591 SF
~Dn,
\ !. EJ EJ 13 13 13 13 13 13 13-l
- .-- - -
..... - - - iiii
- 0 -
1== =
- -
- -
- --~
-- -~
~:: :: JL-.. 13
~~ In ,~~ ~ ~ D
F== =
- -
- -
- -
~~ I I ~~ j \~n~m
II f1
) I) I
n 11
) ( )
n n c==J
I) ( c) (I)
UNIT 2,3,4,6,7,8
2,241 SF
IDMDI
11 Jl
) (
n
(.> I
0110
) c )
n 0 fl n
c c
UNIT 5
2,554 SF
J
....
....
-
-
-
-
~ ..
= I
-
-
-
-
to-
~
to-
~
to-
~
to-
to-
o~~ OJ
-
-
-
-
.--
...
837 SF
1012 SF
304 SF
iiii
..
GARAGE
ROOF TOP DECK
BALCONY, PORCHES,
GARAGE ENTRY
TOTAL TOWNHOUSE
SQUARE FOOTAGE
UNITS 1 AND 9
, ~ m OJ
. ~)
13~ 13 13
-
F;~~ OJ
mmwm
OJ
I
....
...-..
...,
;:::
-
-
-
= ~
-=
;:::
37,749 SF
~
~ ~ ~ 13
.---- ~
r=== III
...-- -......... ...--
I I I R II
IB Iltj
..
13
13
.
. r--
III
-...... --- --..
Ii III I I
I I';;
.....- -..
II n
.....-- -- "....- --
II II II II
-- -...
\I II
4,394 SF
...- -......
I I
UNITS 2,3,4,6,7,8
r!
B
lEi ·
1i
UNIT 5
5,230 SF
NORTH ELEVATION
S~~
. .. ~
m CO
U)
..... m
C") U)
I lilt
C") C")
C")
..... ...
- u.
..... .
U ..
N Z
..... c -
- - a
... au
.- +J
C +J (]) U Z
+J
- ro ..c (]) ::)
c CL +J +J a
.. ..c ..
:z: au
c:>> u >
L..
::) <( -
0 Dl:
I- a
fI) ~I~m >-
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C Z
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co
co
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0
0
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= ~~ au
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in
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I-
~
03-06
A-2
~-~_.
PARADISE
COVE
SHEET 2 OF 2 SHEETS
A REPLAT OF LOTS 11,
THE MAP OR PLAT THEREOF,
12 AND 132 "BAYSIDE SUBDIVISION No.2",
AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF
RECORDS OF PINELLAS COUNTY, FLORIDA. LYING IN SECTION 8, TOWNSHIP 29
RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
ACCORDING TO
THE PUBLIC
SOUTH,
LEGEND:
.
o
SPKND
= SET PERMANENT REFERENCE MONUMENT 4"x4". LB 7240.
= SET (5/8") REBAR WITH CAP. LB 7240.
= SET PARKER KALON NAIL AND DISK. LB 7240.
= EASEMENT LINE. USE AS NOTED.
= PLAT BOOK
= PAGES
= NON-RADIAL LINE.
= LICENSED BUSINESS
= LICENSED SURVEYOR
= RADIUS
= ARC DISTANCE
= CHORD BEARING
= CHORD DISTANCE
= NON-RADIAL
= POINT OF BEGINNING
o
N
"
-
~
P.B.
PGS.
(NR)
LB
LS
R
A
CB
CHD.
NIR
P.O.B.
o
I
I
10
20
I
40
I
N
(Jl
o
N
(Jl
o
BRIGHTWATER DRIVE
50' RIGHT-OF-WAY
(P.B. 27, PGS, 32-33)
P.O.B.
NORTHWEST CORNER
OF LOT 11
(P.B, 27, PGS. 32-33)
N
(Jl
o
10' DRAINAGE AND/OR
UTILITY EASEMENT
N
(Jl
o
SOUTHERL Y RIGHT -OF -WAY LINE
N89002'11"E 179.95'
20,00'
4,63'
18.67'
18,67'
18,67'
18.67'
18.67'
18,67'
18.67'
20,00'
4.63'
NORTHEAST CORNER
OF LOT 13
(P.B.27, PGS, 32-33)
-1
LOT 3
LOT 4
LOT 5
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LOT 6 LOT 7 .... -'"
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LOT 10 OF
BAYSIDE SUBDIVISION No, 2
(P.B, 27, PGS, 32-33)
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S89002'11"W 57,34'
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18,67' 18,67' 20.00'
S89002'11"W 57,34'
18.67'
18,67'
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18.67'
COMMON AREA
5870 44'50"W 180.00'
SPKND
LB 7240
SOUTHEAST CORNER
OF LOT 13
(P,B,27, PGS, 32-33)
SOUTHST CORNER
OF LOT 11
(P.B,27, PGS, 32-33)
SPKND
LB 7240
CHANNEL
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRIGHTWATER DRIVE. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING
OF NORTH 89002'11" EAST.
2. NOTICE: THIS PLAT. AS RECORDED IN ITS GRAPHIC FORM. IS THE OFFICIAL DEPICTION OF
THE SUBDIVIDED LANDS DESCRIBED HEREON AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY.
3. UTILITY EASEMENTS SHOWN HEREON SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION.
INSTALLATION. MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES. PROVIDED.
HOWEVER. NO SUCH CONSTRUCTION. INSTALLATION. MAINTENANCE AND OPERATION OF CABLE
TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC.
TELEPHONE. GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY IT SHALL BE SOLELY RESPONSIBLE FOR THE
DAMAGES.
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JOB No.: 030048P.2
LB 1240 PREPARED BY:
EAGLE CONSUL TANTS, INC. 6,
CONSULTING ENGINEERS. PLANNERS. SURVEYORS:
8514 OLD COUNTY ROAD No. 54 ~
NEW PORT RICHEY. FLORIDA 34653 g
OFFICE: 121-315-1101 FAX: 121-315-1116 3
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