FLD2005-07076
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810 S MISSOURI AVE
Date Received: 07/28/2005
RENAISSANCE SQUARE CONDO'S
ZONING DISTRICT: C
LAND USE: CG
ATLAS PAGE: 296A
PLANNER OF RECORD: NOT ENTERED
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CITY OF
CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANGE PlANNING
DEVELOPMENT REVIEW
October 19,2005
Mr E D Armstrong III, EsqUIre
Johnson, Pope, Bokor, Ruppel & Bums, LLP
POBox 1368
Clearwater, FL 33757-1368
RE Development Order - FLD2005-07076 - 810 South Mlssoun Avenue
Dear Mr Armstrong
ThIS letter constItutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty
Development Code On October 18, 2005, the Commumty Development Board revIewed your request
for FleXIble Development approval to permIt attached dwellIngs as part of a mIxed use m the
CommercIal (C) DIstrICt wIth a reductIOn to the front (east along South Mlssoun Avenue) setback from
25 feet to 10 feet (to pavement), reductIons to the front (north along DruId Road) setback from 25 feet to
10 feet (to pavement and dumpster enclosure), a reductIOn to the SIde (south) setback from 10 feet to five
feet (to pavement), reductIOns to the SIde (west) setback from 10 feet to five feet (to pavement) and from
10 feet to 97 feet (to dumpster enclosure) and an mcrease to bUIldmg heIght from 25 feet to 5225 feet
(to mldpomt of pItched roof) wIth an addItIOnal 15 5 feet for a decoratIve clock tower, as a
ComprehensIve Infill Redevelopment ProJect, under the prOVISIOns of SectIOn 2-704 C, and a reductIon to
the landscape buffer along South Mlssoun Avenue from 15 feet to 10 feet (to pavement), reductIOns to
the landscape buffer along DruId Road from 15 feet to 10 feet (to pavement and dumpster enclosure), a
reductIOn to the landscape buffer along the south property Ime from 10 feet to five feet (to pavement) and
a reductIOn to the landscape buffer along the west property lme from 10 feet to five feet (to pavement), as
a ComprehensIve Landscape Program, under the provIsIOns of SectIOn 3-1202 G The Commumty
Development Board (CDB) APPROVED the applIcatIOn WIth the followmg bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a ComprehensIve Infill
Redevelopment Project per SectIOn 2-704 C,
2 The proposal IS m complIance WIth other standards m the Code mcludmg the General ApplIcabIlIty
Cntena per SectIOn 3-913, and
3 The development IS compatIble WIth the surroundmg area
CondItIons of Approval
1 That the final deSIgn and color of the bUIldmg be conSIstent WIth the conceptual elevatIOns submItted
to, or as modIfIed by, the CDB,
2 That, pnor to the Issuance of any permIts, the landscape plan be revIsed to adequately screen from
VIew from publIc streets and abuttmg propertIes the aIr condltIOnmg condensers located on all four
SIdes of the bUI1dmg,
FRANK HlIlBARD, MAYOR
BIll JONSON, Vier-MAYOR
HoY[ HAMIlTON, COUI'<UIMfMBER
~
JOHI\ DORAN, COUI\ClL\lE\lIlf R
CARII:N A PfTFR,>1 1\, COlJNCIL\IE~1BfR
"EQUAl EMPIOYMrNI AND ArrIRMAIIVL ACTION EMPIOYrR"
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October 19,2005
Annstrong - Page 2
3 That freestandmg slgnage be designed as a monument-type, not exceedmg SIX feet m height and be
designed to match the extenor matenals and color of the bUIldmg,
4 That all proposed utilItIes (from the nght-of-way to the proposed bUIldmg) be placed underground,
5 That, m the event these umts are to be sold, a condommlUm plat be recorded pnor to the Issuance of
the first CertIficate of Occupancy,
6 That all Parks and RecreatIOn fees be paId pnor to the Issuance of any permits,
7 That all Fire Department reqUIrements be met pnor to the Issuance of any permits, and
8 That, pnor to the Issuance of the Certificate of Occupancy, traffic Impact fees be assessed and paId
Pursuant to SectIon 4-407, an applIcatIOn for a bUIldmg permit shall be made wlthm one year of Flexible
Development approval (October 18, 2006) All reqUIred certificates of occupancy shall be obtamed
wlthm two years of the date of Issuance of the bUIldmg permit Time frames do not change with
successive owners The Commumty Development Coordmator may grant an extensIOn of tIme for a
penod not to exceed one year and only wlthm the ongmal penod of valIdity The Commumty
Development Board may approve one additIonal extensIOn of tIme after the commumty development
coordmator's extensIOn to ImtIate a bUIldmg permit applIcatIOn
The Issuance of thiS Development Order does not relIeve you of the necessity to obtam any bUIldmg
permits or pay any Impact fees that may be reqUIred In order to facIlItate the Issuance of any permit or
lIcense affected by thiS approval, please bnng a copy of thiS letter with you when applymg for any
permits or lIcenses that reqUIre thiS pnor development approval
AddItIOnally, an appeal of a Level Two approval (Flexible Development) may be mltIated pursuant to
SectIOn 4-502 B by the applIcant or by any person granted party status wlthm 14 days of the date of the
CDB meetmg The filIng of an applIcatIon/notIce of appeal shall stay the effect of the decIsIOn pendmg
the final determmatIon of the case The appeal penod for your case expires on November 1, 2005 (14
days from the date of the CDB meetmg)
If you have any questIons, please do not hesitate to call Wayne M Wells, Planner ill, at 727-562-4504
You can access zomng mformatIon for parcels wlthm the City through our webslte
www mvclearwater com/gov/depts/plannmg *Make Us Your Favonte'
~M
Mlcliael ~~ .
Plannmg Director
S IPlannlng Department\C D BIFLEX (FLD)\/naCllve or FInished ApplzcatlOns\MlsSOI/rl S 0810 Crossings at Renmssance Square (C) (2005) -
Approved\Mlssoun S 0810 Development Order doc
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PAW]) 'iEHICULAR NfEAS
(SQ. ". N#l) . aF SITE)
CJIOI !PN:E.
(lOTAL f'OR 1HE LOT
SQ. ". N#l) . aF SITE)
PARKING LOT 1N1ERIOR LANDSCAPINO
(SQ. ". AND . aF PAw]) \IEHICUI.AR
NfEAS)
PARKING
RESIDOIlIAL
1.5 !PAt:D/1 IIEDROOW UNIT
REQUIE) . 144 UNIlS
N#l) 2.0 !PAt:D/2 IIEDROOW UNIT
REQUIE))(M
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1. The ........ Ave. IfItranoe IIgn IhaIII be a mCDdMum M equcn fMt kI ... and IhalI be a
maximum 'lI1 high. and .. be Iaoated kI the ...~ area of paroII 2.
2. AI ... I~~ IhalI be ..... dOld\wCllld and tlWG1 fram adjoining r.IdIn.,a1 propertJee and *-t
,.w-of-way.
SITE BOUNDARY
PARCEL 1,2 and SA SITE D.ATA TABLES
ZONING DISlRICT: "PC (..aet.. Planned Development)
PARCEL 1 - EXIS11NG 5.650 sA ST...DIU.. REST...UA\NTi P...VEMENT / P...RKING AREAS TO
BE RE-STRIPED IN ORDER TO ~CCOM"OD"'TE NEWLANDSCAPE BUFFER ON PLAN VIEW
PARCEL 2 - EXIS11NG VlSlONWORKS CENTER: P...WotENT/pARKING AREAS TO BE RE-STRIPED TO ...CCO"..OO...TE NEW
LANDSCAPE BUFFER ON PLAN 'AEW
P"'RCEL SA - COM..ERClAL
PARCEL 6 SITE DATA TABLE
LOCATION MAP
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PRCPCl&El)
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH,
RANGE 15 EAST. AND THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CClMENCE AT THE SOUTHEAST BOUNDARY CORNER OF THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSH I P 29 SOUTH, RANGE I 5 EAST, P I NELLAS COUNTY, FLOR I DA. SAM! ALSO BE I NG THE
NORTHEAST BOUNDARY CORNER OF THE NORTHWEST 1/4 OF SECT I ON 22, TOWNSH I P 29 SOUTH.
RANGE I 5 EAST. P I NELLAS COUNTY, FLOR IDA. SA I D SOUTHEAST BOUNDARY CORNER BE I NG
S89-03'29-E, (BEING THE BASIS OF BEARINGS FOR THIS DESCRIPTION) 2655.24 FEET FROM
THE SOUTHWEST BOUNDARY CORNER OF SA I 0 SOUTHWEST 1/4 OF SECT I ON I 5: THENCE
N89-03'29-W, ~~ONG THE SOUTH BOUNDARY LINE OF SAID SOUTHWEST 1/4 OF SECTION 15,
SAM:: ALSO BE I NG THE NORTH BOUNDARY LINE OF SA I D NORTHEAST 1/4 OF SECT I ON 22, FOR
65.00 FEET TO THE POINT OF INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF MISSOURI
AVENUE SOUTH (STATE ROAD S-595-A), SAM:: ALSO BEING THE POINT OF BEGINNING: THENCE
LEAVING SAID SOUTH BOUNDARY LINE OF SAID SOUTHWEST 1/4 OF SECTION 15, ALONG SAID WEST
RIGHT-OF-WAY LINE OF MISSOURI AVENUE SOUTH. THE FOLLOWING FIVE (5) COURSES: (I )THENCE
NOD- 15' 59 - E. ALONG A LINE 65.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY
LINE OF SAID !iOUTHWEST 1/4 OF SECTION ". FOR 868.10 FEET: (2) THENCE N05-59'39-E.
FOR I 50. 30 FEH; (3) THENCE NOO- I 5 ' 59 - E . ALONG A LINE 50.00 FEET WEST OF AND
PARALLEL WITH SA I D EAST BOUNDARY L I HE OF THE SOUTHWEST 1/4 OF SECT I ON 15. FOR 211.08
FEET: (4) THENCE NI4-39'52-W, FOR 31.05 FEET: (5) THENCE N39-32'26-W, FOR 38.04
FEET TO THE POINT OF INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF DRUID ROAD:
THENCE N89-01 '2S-W, ALONG SAID SOUTH RIGHT-OF-WAY LINE OF DRUID ROAD, SAM:: ALSO
BEING A LINE 33.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH BOUNDARY LINE OF THE
SOUTHEAST 1/4 OF SA I 0 SOUTHWEST 1/4 OF SECT I ON 15, FOR 416.11 FEET: THENCE LEAV I NG
SAID SOUTH RIGHT-OF-WAY LINE OF DRUID ROAD, SOO-02'04-W, FOR 363.23 FEET: THENCE
S52-07'35-W, FOR 669.92 FEET: THENCE SOO-02'04-W, FOR 178.06 FEET' THENCE
N89-03'52-W, FOR 183.26 FEET TO REFERENCE POINT -1.-: THENCE S21-46'30~W. FOR
143.36 FEET: THENCE SI1-48'OO-W, FOR 93.58 FEET TO THE POINT OF INTERSECTION WITH
THE EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE: THENCE SOO-09' 19-W. ALONG SAID EAST
RIGHT-OF-WAY LINE OF GREENWOOD AVENUE, SAME ALSO BEING A LINE 40.00 FEET EAST OF AND
PARALLEL WITH THE WEST BOUNDARY LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 15, FOR 109.81 FEET TO THE POINT OF INTERSECTION WITH THE SOUTH BOUNDARY LINE
OF SAID SOUTHWEST 1/4 OF SECTION IS, SAM:: ALSO BEING THE POINT OF INTERSECTION WITH
THE NORTH BOUNDARY LINE OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE
15 EAST, PINEl.LAS COUNTY. FLORIDA: THENCE N89-03'29-W. CONTINUING ALONG SAID EAST
RIGHT-OF-WAY LINE OF GREENWOOD AVENUE. SAM:: ALSO BEING SAID NORTH BOUNDARY LINE OF
THE NORTHWEST 1/4 OF SECTION 22, FOR 20.00 FEET: THENCE LEAVING SAID NORTH BOUNDARY
LINE OF THE NClRTHWEST 1/4 OF SECTION 22. sooe02'05-E. CONTINUING ALONG ,SAID EAST
RIGHT-OF-WAY LINE OF GREENWOOD AVENUE, SAME ALSO BEING A LINE 20.00 FEET EAST OF AND
PARALLEL WITH THE WEST BOUNDARY LINE OF THE NORTHEAST 1/4 OF SAID NORTHWEST 1/4 OF
SECTION 22, FOR 117.49 FEET: THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD
AVENUE, S89-03'29-E, FOR 435.11 FEET: THENCE ALONG THE EASTERLY BOUNDARY LINE AND
ITS SOUTHERLY EXTENSION, RESPECTIVELY. OF SUNSHINE TERRACE AS RECORDED IN CONDOMINIUM
PLAT BOOK 74, PAGE 9 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE FOLLOWING
THREE (3) COURSES: (I) THENCE SOO-IO'32-E. FOR 195.60 FEET: (2) THENCE
S89-03'49'E, I~OR 209.00 FEET: (3) THENCE SOO-IO'32-E, FOR 336.98 FEET: THENCE
S89-07'35-E, FOR 1.39 FEET: THENCE SOO-07'35-E, FOR 6.90 FEET: THENCE
S89-45'OI-E" FOR 513.96 FEET: THENCE ~19'29-W, FOR 1.30 FEET: THENCE
S89-07'35-E, FOR 99.99 FEET TO THE POINT OF INTERSECTION WITH AFORESAID WEST
RIGHT -OF -WAY LINE OF M I SSOUR I AVENUE SOUTH: THENCE ALONG SA I D WEST RIGHT -OF -WAY LINE
OF MISSOURI AVENUE SOUTH, THE FOLLOWING FOUR (4) COURSES: (I) THENCE NOO-19'29-W,
ALONG A LINE 50.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY LINE OF AFORESAID
NORTHWEST 1/'1 OF SECTION 22. FOR 332.29 FEET: (2) THENCE N37-II'41-W, FOR 25.00
FEET: (3) THENCE NOO-19'29-W, ALONG A LINE 65.00 FEET WEST OF AND PARALLEL WITH
SAID EAST BOU~DARY LINE OF THE NORTHWEST 1/4 OF SECTION 22, FOR 296.29 FEET: (4)
THENCE NOD- Hi' 59 - E, ALONG A LINE 65.00 FEET WEST AND PARALLEL AFORESA I D EAST
BOUNDARY LINE OF THE SOUTHWEST 1/4 OF SECTION 15, FOR 1.10 FEET TO THE POINT OF
BEGINNING ANU CONTAINING 1,531.229 SQUARE FEET OR 35.290 ACRES. MORE OR LESS.
TOGETHER WITH:
COMMENCE AT M~ORESAID REFERENCE POINT -.-: THENCE N89.03'52-W. FOR 10.10 FEET TO
THE POINT OF BEGINNING: THENCE CONTINUE N89-03'52.W. FOR 10.50 FEET TO THE POINT OF
INTERSECTION WITH AFORESAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE: THENCE
SOO-09' 19-W, J,LONG SAID EAST RIGHT- OF-WAY LINE OF GREENWOOD AVENUE, SAM:: ALSO
BEING A LINE <40.00 FEET EAST OF AND PARALLEL WITH AFORESAID WEST BOUNDARY LINE OF THE
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, FOR 190.51 FEET: THENCE LEAVING
SAID EAST R GHT-OF-WAY LINE OF GREENWOOD AVENUE, NI-re48'OO-E, FOR 62.49 FEET:
THENCE N2'-46'30-E, FOR 139.90 FEET TO THE POINT OF BEGINNING AND CONTAINING 6,413
SQUARE FEET OR O. 141 ACRES, MORE OR LESS.
TOTAL AREA 1,543,642 SQUARE FEET OR 35.431 ACRES, MORE OR LESS
PARCO. . (200 APNmlENT UNlS)
ZQNINO DIS1RICT:
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PARCO. AREA (SQ. ". AND Aae)
GROSS MfA (.THIN PROPERTY UNES)
PARCO. .om
PARCO. DEP1H:
DENSITY
BUI.DING OO\'ERAGE :
(SQ. ". ANDlI aF GROSS SITE):
GROSS FlOOR AREA N#l) F.A.R.
SE18AacS
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8E1WEEN S1RUC1URES
HEIGHT
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110 fT.
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..IXED USE FOR"ULA
Parcel Area (SF) - (I Unite )( Gron SF /Unit) - lot Area (SF) far Comm.
Sq. Ft. Comm. - Lot Area SF far Commercial )( F,\R
"'1.51 Sf' - 21.1.
22I,7S7 Sf' - 0.132
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The mixed u.. formula will allo* a maximum floor area ratIo (FAR) In the commercial
tracte of 0,66. The FAR In thelcomm..clal tracts will be limited to 0.55.
The development of the commercial parcele nated a. Parcel. 1. 2 and 5A. shall be C)owrned by the
followlnC) d..lgn parametere:
..tback from .treet riC)ht-of-way 25 Feet
elde ..tbacke 1 0 Feet
rear ..tback 10 Feet
maximum hel9ht 50 Feet
minimum open epace ,15
maxImum floor area ratla .55
maxImum bulldlno caverooe .55
Commercial entitlements one! development standards for parcels 1. 2 and SA shall remain In effect for a
period of S years from the -date of approval of the t..4PD zoning.
Parking requirements shall be os .et forth Irl the City of Clearwater Land Development Code, The uses
permitted Sholl be as followa
Indoor Retail Salesl restaurants. buslness/profesplonal offlcesl medical cllnlcs/Jaboratorles, business services.
personal services. Indoor commercial recreatbn/~ntertQlnment. non-profit social or communlt~ services,
commerclol or trode school... gasoline stations. hotel/motel. occessory' dwellings. art qollerles7studlos. adult
da Y":" core. nightclubs. tavemr and bars package alcoholic beverage sales. veterinary o'lfices, Child day-care.
photographic processing fac Itles. prlnt(ng and publishing facilities, gasoline stations. vehicle service.
convenience slores. alcOholl beverage sales. research facilities. laboratories. production of confectionery
or baked goods. I
Cross acce.., shared utili tie. and eross pariclng will be dedicated as necessary to serve the commercial
developmen ts.
All site lighting shall be directed downward and away from adjoining residential properties and street
rights-of-way,
The slgnage for the commetclal development for each of parcels 1.2 and SA shall be consistent with the
sign age anowed In The General Commercial DI:Jtrlct os of the date of the submittal of this plan.
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The buffer along the ..Iuourl Avenue right of way wll con8l8t of the following lond8cap<<
1. 75X of thtl length of the prop.-ty will haw grouplnQ8 of Ihrube that en 24- tall at ln8tallatlon.
2. One Mode tree or two medium tree. wll be plonted ffWIY JO lineal feet. Th... tree. wll be 12-foot lall ond
J-Inch coUper minimum.
J. Palm tI'MII may be uMd far up to ~ of the tree requlrementa.
The buffer oIonO the right of way of Druid Rood and Greenwood Avenue wll con8l8t of the following landecape:
1. 75X of the length of the prop.-ty wll have orouplnQe of Itmtbe that en 2.- tClllI ot ;I'urtallotlon.
2. One Made tree or two medium trMa wOl be plonted ffWIY 40 lineal feet. Th... tr... wHI be 12-foot tall ond
3-lnch colip... minimum.
3. Palm trMII moy be ueed far up to 25X of the tree requlrementa.
LEGEND
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PROPOSED WA lER UNE WITH
FIRE HYDRANT ASSEMSL Y
PROPOSED SANITARY SE~ER
WITH MANHOLE
EXISllNG SANITARY SEWEn
WITH MANHOLE
PROPOSED STORM DRAIN
WITH GRA lE INLET
PROPOSED STORM DRAIN
WITH FLARED END SECllON
PROPOSED STORM DRAIN
WITH STORM MANHOLE
EXISllNG STORM DRAIN
WITH STORM MANHOLE
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The buffer a1onO the property 11n. adjacent to multl-famAy ,...,tloI ....a11 con8l8t of the followlnO lond8cape:
1. The entire length wDI have a contlnuoua orouplno of ....rub. that are 24- at In.taIlatlon.
2. One Mode tree or twa medium trMa wll be plonted ffWIY 40 lineal feet. Th... tree. wOl be 12-foot lall ond
J-Inch cdlper minimum.
J. Palm trMII may be uMd far up to 25X of the tree requlrementa.
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:u ~ 1pITTT 1 111Jf4t, I I I I I I -.J.. :" ~,,- I'~ U -- I I I I P"! r --l n (J Li, = ~
rik.blllllllll~IIIIIII.71 111111....- ;r"'(.bl '1111.mr "11.~lmTIi; T I ,.., I~ .nlllfi~,j LJ.I ~~' ~
m \ ./, , ~~ 11111 III It ~ 1111I1I11111 N-l,IJ,1, I I mt..-" ~: u 1 =::
= /,'0' ~ ~ em&[ [Wl1 ~IIIIIIIII~' ~11~1'1111(~II~ t= = ~ ~ f ~ ~ =:
";#Y ~\ - = == ~;'RCEL 4 PARCEL ~~t~ ~ = ~ ~ = E
P' ;;'~~L] Pi" =1: 111m llWIn IInl m m I t!l]li :1 =' '--' = - ~
= =-.......... I ~g ~~ l:~::::~*::::~*= ~*:::*:::*=;.:::~:::~~.? 20 ~ III J 1IIII IIIII1 III IIII I B
J L = = ~ ~~ :...aa~ fU." I U II U 'IUJ IUJ lULL! U r:llr r 122'-; __T'HT. FENCE
PARCEL 1 j~;; ~ ~/ Ajo.. 7. \:" //1".uJ:I.r ~J ::r ...~1~1 ~~1~1111111 I UI \ \
r r. -f:i_ _
-.J _ ~NOO' 9'?9~-'W '\.. Nnt E L ,.......- - 868 7n' - ... -
~.....I 1S' LANDSCAPE BUFFER ~ 15' ~SIGN FOR "--6' W"'LK L 15' -=- ..'~.4T 15' LANDSCAPE BUFFER.J
L15, LANDsawt'BtF.=ffi 33Z.29' '6' WALJ< 2~~7;~'41"W 6' WALJ< ~~~~ PARCEL 8
. 25.00'
MISSOURI A VENUE .B'FOIIlS - ===--------, ,
_n nn_ _nn_~ ST. (n_nn, ~ r--nn--n~~Wr- _nn nn_, ~ 1\ ~ r--
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LANDSCAPE BUFFER
589'07'35-E
1.39'
--.
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DUMPSTER
INTERIOR LANDSCAPE
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CROU HATCHING DENOTES
THE PART OF THE BUILDING THAT WILL
BE THREE STOR I ES I N HE IIHT, RUM I NDO
OF BUILDING WILL BE I STORIES IN HEIIHT
-
:cr 'o.._~ b__ ~
J=::J
I
DETENTION AREA
1.50 Ac. ,. I
" ,~~~:;~ ~~
.. ~"... _ ~ '___' 1 r-~, ()
"- ../ f-__ ' . I ,.,..
I 0 .~ ~S E - - - _ ~ .. ..
I B FER ".,. - :'~ -1
L __-=_~~L " I~.D
10' LANDS:APE BUFFER- ~~~ ~
I A. 0 : 0
1 STORY .....SONRY.... :
BUILDING , 810 42', I
(VlSlONWORKS) ) !
...... I
-U L-J L-J L<~_ I I
~ \.J~i ~i
[I (' I (-....- A
I --6" '--S39.32'2~-E
NOO'559-E llo' 217.06' \.a' 25' 38.04
N,...39'52-W
;51.05'
k:3
~......
~-P
....P
'-
-
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-
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--4 1-=
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f- 11-=
t;' -.::' r' .....
~l: \~
Ianni - ---=
III 118 r..::p / \...._
PARCEL SA
8 - Cltrue Tr..
- Cherry Laurel Tree
- - Holly Tr..
- Oak Tree
- Palm Tr..
8 - Punk lr..
S0019'29-EJ
1.30' :u m
III 01
~ g C:=::>j
P ......
01 \
~ '-.-
\
~. WALK
NOS "59 'J9"1i(
150.JO'
Ii
----
.-=~-======--
~'
~
-==.------~ C:::-
ENTRANCE TO
SHOPPING CENTER
MAONOlJA
\DRr-
__n___, ~ r
o
__n__, ~ ~~
DDKiNED
THE IllINATURE 01 THE QUALITY
CONTROL Clf'flCER IN THIS ....u
INDlCATEI 'rHAT AU. REQUIRED
"ER"ITI HAVE IEEN OITAINED
AND THAT CONITRUCTlON II
AUTHORIZE D TO CO....ENCE.
PREPARED FOR,
SHEET DESCRIPTION, SUNSHINE MALL SUBDMSIONI - LOTS 1-.8
PREUMINARY PLAT
SUPPLEMENTAL DRAWING AND srIE PLAN
PROPOSED CONDmONS
. .......
DIIA WN
.. FLORIDA DESIGN CONSUL T ANTS, INC.
t J ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
THE CLEAAWAlER GROUP, LTD_ A R.ORIDA UMITED PARTNERSHIP
6000 LAKE FOREST, SUITE 560
A n.ANTA, GA. 30328
PHONE: (404) 943-0100
j
..~
CHECKED
2639 McCormick Dr. Clearwoter FL. 33759
Tel, (813) 724-8422 - Fox. (813)724-8606
. .......
(.
MlN. OR WAX.
10.000 " (.....)
100 " (.....)
100 " (....)
24 UNITS / ACRE
30 " (..)
15 " (...)
15 " (...)
DO"
19 ("N.)
.. (WIN.)
10 2/02/01
9 1/25/01
8 1/29/99
7 12/01/98
6 11/16/98
9/10/98
8/27/98
7/13/98
1 /27/98
1 ,')., loa
5
4
3
2
1
110.
REQUIRED
PARCEL 7 SITE DATA TABLE
PARCO. 7 (240 APNmlENT UNTS) PRCJIOSEI)
Zo.IG DISTRICT: WPO (YoeW Planned DewIopmlflt)
USE: RESIDOITIAL
PARCO. AREA (SQ. ". N#l) ACRES) 10.00 Aae - 4J5,1OO Sf'
GROSS AREA (.1tM PROPERTY UNES)
PARCO. _1H:
PARCO. DEPTH:
DENSITY
BUIJ)lNG OO\'ERAGE
(SQ. ". ANDlI aF GROSS SITE):
GROSS FlOOR AREA N#l) F.A.R.
SElBAQCS
FRONT
SIDE
REAR
31.25' (....)
11.25' (....)
18.25' (....)
"IN. OR WAX.
REQUIE)
10.000 " ("IN.)
820 ".
170 ".
24.0 UNTS / N:IfE.
100 " (MIN.)
100 " (.....)
24 UNTS / ACRE
131,337 Sf' - 31."
375,000 Sf' - 0....
0.55
75".
120 ". RT. 1., ". LT.
120 ".
M/A
45 ".
8E1WEEN S1RUC1URES
HEIGHT
PAw]) '4HIQJLAR NfEAS
(SQ. ". N#l) . aF SI1E)
CJIOI SPN:E.
(lOTAL f'OR 1HE LOT SQ. ".
N#l) . aF SI1E)
PARICING LOT INltRIOR
LANDSCAPINO (SQ. ". N#l) .
aF PAVED \EHICU.AR NfEAS)
PARKING
RESIDOIlIAL
0.75 !PACE,AJNlr )( 240 UNllS
(pARKING RA110 f'OR APlS. f'OR ELDERL't)
kI addltlClnal to 240 ~'*'t unltll the bulclng kI ParaeI 7 .. aantaln <<IAMCIiIIIrnat.l~OOO Sf' of ~
far ~ _ IUCIh _ the makl Iabb)l, IeaeIn9 ofIIae, aIuIIhal-. maIroam, barMr y Ihap. .....
roam. rnuItIpurpaee ard/blnoo roam. IIIfwy. IauncIry roam. an. . crafta ac:tMtJee roam. etc.
50"
11....75 Sf' - 2I.S
172,411 Sf' - 31.9
19 ("N.)
1,120 $.F. - 7."
e. ("IN.)
110
110
321
.....
1. The ........ Ave. ..tranoe IIgn IhaII be a rnCDdrnum M equcn fMt In eIze and IhaII be a
maximum 'lI1 hIF-
2. The er-.waad Ave. IIgn IhaII be a maximum 32 equcn fMt kI eIze and IhaII be a maximum of 10' high.
3. AI ... ~~ IhalI be ..... clawnWGId and away fram adjoining r.IdIntlal propertJee and *-t
,.~ way.
PARCEL 8 SITE DATA TABLE
PARCEL 8 (204 APARlWENT UNIlS) PROPOSED
ZONING 0IS1RICT: WPD (Yaeter Planned Developm..t)
USE: RESlDEN11AL
PARCEL AREA. (SQ. FT. AND ~) 8.85 ACRES - 433,422 SF
GROSS AREA (.THIf PROPERTY UNES)
PARCEl. _lH:
PARCEL DEPTH:
DENSITY
BUlUlIHC CCMRAGE
(SQ. FT. ANDX aF GROSS SITE):
GROSS FlOOR AREA AND F.A.R.
SE18AQ(S
FRONT
...... OR "AX.
REQUIRED
10.000 FT (WIN.)
1.017 FT.
787 FT.
20.5 UNllS I ACRE
100 FT (WIN.)
100 FT (WIN.)
24 UNIlS / ACRE
78,137 Sf' - 1LD
228.111 Sf' - 0.53
0.55
SIDE
REAR
10 FT.
10 FT. RT. 25 FT. LT.
~
~~
~O
~O
&~
31.25' (WIN.)
11.25' ("IN.)
11.25' (WIN.)
50 FT.
2ft WIN.
45 FT.(3 STORY-ALL UNlS)
BEnlIEEN STRUCTURES
HEIGHT
PA\'ED \f:HIaJl.AR AREAS
(SQ. FT. AND . aF SITE)
OPEN !PN:E.
(lOTAL FOR THE LOT SQ. FT.
AND X OF SITE)
PARI<ING LOT 1N1ERIOR
l.ANOSCAPING (SQ. FT. AND .
aF PA\'ED VEHICUlAR AREAS)
PARKING
1.5 !PACES/1 BEDROOM UNIT
REQUIRED . INS UNllS
AND 2.0 SPACES/2 -3 BEDROOU UNllS
REQUIRED )( 101
(INCLUDES 18 GARAGE !PACES)
-...
1. ~~~tronoe eIgn IhaII be a maxmum 14 equcn feet In eIze and ..all be a
2. All eIte l~tIng IhaII be dncted downward and away from ocljolnlng reeldlntlal propertIee and etrMt
~te-af-woy.
50FT
135,551 Sf' - 31.D
208,131 Sf' - 48.4X
1,. (......)
1.003.00 SF. - '.R
.. (WIN.)
310
310
PARCEL 3,4. 4A. 5 SITE DATA TA8I...E
PARCEL 3. ... oM. 5 (151 APARNENT UNIlS) PROPOSED
ZONING DISTRICT: ..PO (Yaeter Planned Development)
USE: RESlDEN11AL
PARCEL AREA. (SQ, FT. AND ACRES) 3.27 ACRES - 142.441 SF
GROSS AREA. (.THlN PROPERTY UNES)
PARCEL _TH:
PARCEL DEPTH:
DENSITY
...... OR "AX.
REQUIRED
10.000 FT (WIN.)
130FT.
200 FT.
151 UNIlS - 48.e UNI~CRE
(20 UNllS TRANSfERRiO LOT 1)
(41 UNllS TRANSFERRED FROW LOT 2)
100 FT ("IN.)
100 FT (''IN.)
BUILDING COVERAGE
(SQ. FT. AND X aF GROSS SITE):
SElBAa<5
FRONT
SIDE
REAR
HEIGHT
PAVED VEHlQJlAR AREAS
(SQ. FT. AND X OF SITE)
OPEN SPACE
(lOTAL FOR tHE LOT sa. FT.
AND X OF SITE)
PARICINC LOT 1N1ERIOR
LANDSCAPING (SQ. FT. AND X
aF PA\'ED w:HICULAR AREAS)
PARKING
1.5 !PACES/1 BEDROOU UNIT
REQUIRED . 118 UNllS
AND 2.0 SPACES/2 -3 BEDROOU UNIlS
REQUIRED )( 4.1
40.842 Sf' - 2&.,.
32.25 FT.
10.0 FT.
10.0 FT.
50 FT.( 4 STORY-ALL UNllS)
- "
I
t
I
50J
i'L../\,
':-J!:!\ . (~U"j, \.)f./I
S[f\''/':.,C~S
C-iY Ole CUJ\HWA:H
--I
48,838 Sf' - 32.,.
50,114 Sf' - M.D
1,. (WIN.)
, ~..' ~ ','
.X (.....).) ;
.) <!' I
2.150 $.F. - '.1.
-.' ~
. ...' &... .. ".
AllG () Y 2nO~i
280
.:; ~: 210
SIgnage
1. ~~::'~o~l.\h~tronce aJon ....a11 be a maximum 84 equen feet In .Ize ond Ihdt ~ -0 "
2. All aile lighting ....a11 be directed downward ond oway from odjolnlng reeldentlal prop..u_ ond atreet
rJoht8-of-way.
"'DDED DRIVEW...Y/CURB CUT TO PARCEL 1. RE\1SED ADDRESS
"'DDED APAR'NENTS TO PARCElS 3. 4. 4.... 5
"'DDED OUlPARCEL DRIVES
ADDED SITE PLAN / LOTS 1-8
RE\1SED LAYOUT - PARCElS 5-7. REV. PER QTY COM..ENTS
RE\1SED LAYOUT - PARCElS 5 " 8. RENU..BERED COM. PARCElS
RE\1SED DETENllON POND AREA
ADDED P...RCElS 5. 5.... 58. 7. AND 8
ADDED NOTE - PARCElS 1-5C SITE D"'T'" T"'BLE
0__- I U pF' _ R~AR OF
//~
Z-Z~-?P&?/
.108 NO.
180-01
".e. . ....
1
ou
Ie:
lIfT.
1 /5/98
DATE.
DATE
REYlIlONI
AI'I'1l
IV
,. 1 00'
01
1
....
....
::J
.Q.
I
E
a.
co
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N
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o
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.
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....
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;:- Q.C.
0::
SITE BOUNDARY
LEGAL DESCRIPTION:
A PARCEL Of LAND LYING WITHIN THE SOUTHWEST 1/4 Of SECTION 15. TOWNSHIP 29 SOUTH.
RANGE I 5 EAST. AND THE NORTHWEST 1/4 Of SECT I ON 22. TOWNSH I P 29 SOUTH. RANGE I 5 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CClMENCE AT THE SOUTHEAST BOUNDARY CORNER OF THE SOUTHWEST 1/4 OF SECTION 15.
TOWNSH I P 29 SOUTH. RANGE I 5 EAST. P I NELLAS COUNTY. FLOR I DA. SAME ALSO BE I NG THE
NORTHEAST BOUNDARY CORNER Of THE NORTHWEST 1/4 Of SECT I ON 22. TOWNSH I P 29 SOUTH.
RANGE I 5 EAST. P I NELLAS COUNTY. FLOR IDA. SA I D SOUTHEAST BOUNDARY CORNER BE I NG
S89-03'29-E. (BEING THE BASIS Of BEARINGS FOR THIS DESCRIPTION) 2655.24 FEET FROM
THE SOUTHWEST BOUNDARY CORNER Of SAID SOUTHWEST 1/4 Of SECTION 15: THENCE
N89.03'29-W. ALONG THE SOUTH BOUNDARY LINE Of SAID SOUTHWEST 1/4 Of SECTION 15.
SAME ALSO BE I NG THE NORTH BOUNDARY LINE Of SA I D NORTHEAST 1/4 Of SECT I ON 22. FOR
65.00 FEET TO THE POINT OF INTERSECTION WITH THE WEST RIGHT-Of-WAY LINE Of MISSOURI
AVENUE SOUTH (STATE ROAD S-595-A). SAME ALSO BEING THE POINT OF BEGINNING: THENCE
LEAVING SAID SOUTH BOUNDARY LINE OF SAID SOUTHWEST 1/4 OF SECTION 15. ALONG SAID WEST
RIGHT-OF-WAY LINE OF MISSOURI AVENUE SOUTH. THE FOLLOWING FIVE (5) COURSES: (I )THENCE
NO<>- 15 '59 - E. ALONG A LINE 65.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY
LINE OF SAID SOUTHWEST 1/4 OF SECTION 15. FOR 868.70 FEET: (2) THENCE N05-59'39-E.
FOR 150.30 FEET: (3)THENCE N~15'59-E. ALONG A LINE 50.00 FEET WEST OF AND
PARALLEL WITH SA I D EAST BOUNDARY L I HE OF THE SOUTHWEST 1/4 OF SECT I ON 15. FOR 217.08
FEET: (4) THENCE NI4-39'52-W. FOR 31.05 FEET; (5) THENCE N39-32'26-W, FOR 38.04
FEET TO THE POINT Of INTERSECTION WITH THE SOUTH RIGHT-Of-WAY LINE Of DRUID ROAD:
THENCE N89-0l'Z8-W. ALONG SAID SOUTH RIGHT-Of-WAY LINE Of DRUID ROAD. SAME ALSO
BEING A LINE 33.00 FEET SOUTH Of AND PARALLEL WITH THE NORTH BOUNDARY LINE OF THE
SOUTHEAST 1/4 Of SA I D SOUTHWEST 1/4 Of SECT I ON 15. FOR 416.71 FEET: THENCE LEAV I NG
SAID SOUTH RIGHT-Of-WAY LINE OF DRUID ROAD, SOO-02'04-W. FOR 363.23 FEET: THENCE
S5Z-07'35-W. FOR 669.92 FEET: THENCE S~OZ'04-W, FOR 178.06 FEET: THENCE
N89-03'5Z-W. FOR 183.Z6 FEET TO REFERENCE POINT -A-: THENCE SZI-46'30-W, FOR
143.36 FEET: THENCE SI7-48'OO-W. FOR 93.58 FEET TO THE POINT Of INTERSECTION WITH
THE EAST RIGHT -OF -WAY LINE OF GREENWOOD AVENUE: THENCE SOO- 09' 19 -W. ALONG SA I D EAST
RIGHT-Of-WAY LINE OF GREENWOOD AVENUE . SAME ALSO BEING A LINE 40.00 FEET EAST Of AND
PARALLEL WITH THE WEST BOUNDARY LINE Of SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 Of
SECTION 15. FOR 109.81 FEET TO THE POINT OF INTERSECTION WITH THE SOUTH BOUNDARY LINE
OF SAID SOUTHWEST 1/4 Of SECTION 15, SAME ALSO BEING THE POINT Of INTERSECTION WITH
THE NORTH BOUNDARY LINE Of THE NORTHWEST 1/4 Of SECTION 22. TOWNSHIP Z9 SOUTH, RANGE
15 EAST. PINELLAS COUNTY. FLORIDA: THENCE N89-03'29-W. CONTINUING ALONG SAID EAST
RIGHT-OF-WAY LINE Of GREENWOOD AVENUE. SAME ALSO BEING SAID NORTH BOUNDARY LINE Of
THE NORTHWEST 1/4 OF SECTION 22, FOR 20.00 FEET: THENCE LEAVING SAID NORTH BOUNDARY
LINE Of THE NORTHWEST 1/4 OF SECTION 22, SOO-02'05-E, CONTINUING ALONG SAID EAST
RIGHT-Of-WAY LINE OF GREENWOOD AVENUE, SAME ALSO BEING A LINE 20.00 FEET EAST OF AND
PARALLEL WITH THE WEST BOUNDARY LINE Of THE NORTHEAST 1/4 OF SAID NORTHWEST 1/4 Of
SECTION 2Z. FOR 117.49 FEET: THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD
AVENUE. S89-C)3'Z9-E. FOR 435.17 FEET: THENCE ALONG THE EASTERLY BOUNDARY LINE AND
ITS SOUTHERLY EXTENS ION. RESPECT I VEL Y. OF SUNSH I NE TERRACE AS RECORDED I N CONDOM I N 11M
PLAT BOOK 74. PAGE 9 Of THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE FOLLOWING
THREE (3) COURSES: (I) THENCE SOO-IO'32-E, FOR 195.60 FEET; (2) THENCE
S89-03'49'E, FOR 209.00 FEET: (3) THENCE Soo-IO'32-E, FOR 336.98 FEET; THENCE
S89-07'35-E. FOR 1.39 FEET: THENCE SOO-07'35-E. FOR 6.90 FEET: THENCE
S89-45'OI-E.. FOR 513.96 FEET; THENCE ~19'29-W, FOR 1.30 FEET: THENCE
S89-07'35-E, FOR 99.99 FEET TO THE POINT Of INTERSECTION WITH AFORESAID WEST
RIGHT-Of-WAY LINE OF MISSOURI AVENUE SOUTH; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE
OF MISSOURI AVENUE SOUTH. THE FOLLOWING FOUR (4) COURSES: (I) THENCE NO<>-19'29-W,
ALONG A LINE 50.00 FEET WEST Of AND PARALLEL WITH THE EAST BOUNDARY LINE OF AFORESAID
NORTHWEST 1/4 OF SECTION 22, FOR 332.29 FEET: (2) THENCE N37-II'41-W. FOR 25.00
FEET: (3) THENCE NOO-I9'29-W. ALONG A LINE 65.00 FEET WEST OF AND PARALLEL WITH
SAID EAST BOUNDARY LINE OF THE NORTHWEST 1/4 OF SECTION 22. FOR 296.29 FEET: (4)
THENCE NOO-'5'59-E, ALONG A LINE 65.00 FEET WEST AND PARALLEL AFORESAID EAST
BOUNDARY LINE OF THE SOUTHWEST 1/4 OF SECT I ON 15. FOR I . 10 FEET TO THE PO I NT OF
BEGINNING AND CONTAINING 1.537,229 SQUARE FEET OR 35.290 ACRES, MORE OR LESS.
TOGETHER WITH:
COMMENCE AT AFORESAID REFERENCE POINT -A-: THENCE N89-03'52-W, FOR 10.70 FEET TO
THE POINT OF BEGINNING: THENCE CONTINUE N89-03'52-W, FOR 70.50 FEET TO THE POINT OF
INTERSECTION WITH AFORESAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE: THENCE
SOO-09' 19-W, ALONG SAID EAST RIGHT- OF-WAY LINE OF GREENWOOD AVENUE. SAME ALSO
BEING A LINE 40.00 FEET EAST OF AND PARALLEL WITH AFORESAID WEST BOUNDARY LINE OF THE
SOUTHEAST 1/4 Of THE SOUTHWEST 1/4 OF SECTION 15. FOR 190.57 FEET: THENCE LEAVING
SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE. NI-r-48'OO-E, FOR 6Z.49 FEET:
THENCE NZI-46'30-E. FOR 139.90 FEET TO THE POINT OF BEGINNING AND CONTAINING 6,413
SQUARE FEET OR O. 147 ACRES, MORE OR LESS.
TOTAL AREA 1,543.642 SQUARE FEET OR 35.437 ACRES. MORE OR LESS
LOCATION MAP
N
~ ~
8 om Ill?
~ N
~ '/
!
~ -; '11
W~~
~_.
~ ~ I
\...
I SOO-o2'OS-E .2.17.49' o..y~(. l'g.9.W S' WAlK"""
. oJ..;;.M' 8'. M ~ .1rw-, .., '9K~5'i' w ..
,,,N- .. iEf~ ~~~~~ ~ LANDSCAPE ~mR
T 7~_ ~~~
~ ~ ~ - ~ ~ """
- -
- -
"
IJ I......T
r\
)
) IlOAD I
~
~/
)7
POINT
"".... [.
~I>
..eo ~
r
~
~~
~~
~
-..
.1IIlTT
'\. OUIF Tn .. Y
"110
~
llIlUID
~
IHUn
! WI....
IHUn
w
..
i
_ST IIA' nil
..~ ..
~
~
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n.
9 ., ) J
· jl/
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~
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Y
\
~
GREENWOOD
AVENUE
20' LANDSCAPE BUFFER~
.n
II)
....
LANDSCAPE NOTES
The buffer along the Wluourl Awnue right of way wll con8lat of the following land8cope:
1. 75" of the length of the property wll haw ,,-ouplnge of Ihtube that en 24. tall at lnatallatJon.
2. One ehade tr.. or two medium treee wll be planted .wtf'J JO lineal feet. Th.. treee wll be 12-foot tall and
J-Inch caliper minimum.
J. Palm tree8 may be uMd for up to 25X of the tree ~lrwnentL
The buffer a1ang thu right of way of DruId Rood and Greenwood Awnue wll con8lat of the following land8CGp<<
1. 75" of the length of th. property wll haw grouplnge of thrube that en 2.... t~l at lnetClllatlon.
2. One ehode tr.. or two medium trea wOI be planted .wtf'J 40 lineal feet. Th.. trea wDr be 12-foot tall and
3-lnch caliper minimum.
J. Palm trea may be uMd for up to 25" of the tree requltwnentL
The buffer a1ang th., property line odjacent to multl-famly raldentlal ehall con.at of the followlnQ land8cope:
1. The entlr" length wHI how a contlnuoue Ql"OUpInQ of Ihrube that are 2.... at lnetollatJon.
2. One ehaoe tr.. or two medium trea wRl be planted .wtf'J 40 lineal feet. Th.. treee wOI be 12-foot tall and
J-Inch (:oIlper minimum.
J. Palm tr... may be uMd for up to 25" of the tree requlrementL
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PARCEL 6:
~
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&E THREE ITOR I U I N HE IIHT. RElMINDER
eft BUILDIHe WILL BE I ITORIU IN HEIIHT
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8 - Cltru" Tr..
- Cherry Laurel Tr..
· - Holly Tr..
- Oak Tr..
- Palm Tr..
8 - Punk Tr..
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DEIIGNED
THE IlINol.TURE Of' THE QUAUTY
CONTROL 0f'F1CER IN THIS weE
INDICATES THAT ALL. REQUIRED
~fR"ITI HAVE BEEN OBTAINED
AND THAT CONSTRUCTION II
AUTHORIZED TO CO....ENCE.
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PREPARED FOR,
PARCEL 1,2 and SA SITE DATA TABLES
ZONING DISTRICT: MPc (Maet.. Planned Development)
PARCEl 1 - EXISTING 5,650 SF1 STADIUM RESTAUA\NT; PAVEWENT / PARKING AREAS TO
BE RE-SlRIPED IN ORDER TO 1jCCOMMOOATE NEWLANDSCAPE BUFFER ON PLAN VIEW
PARCEl 2 - EXISTING VlSlONWORKS CENTER: PA~ENT/pARKING AREAS TO BE RE-STRIPED TO ACCOMMOOATE NEW
LANDSCAPE BUFFER ON PLAN VtEW
PARCEL 5A - COMMERCIAL
MIXED USE FORMULA
Parcel Area (SF) - (, UnIte x Draa SF /Unit) - Lot Area (SF) for Comm.
Sq. Ft. Comm. - Lot Area SF for Commercial x F,\R
The mIxed u.. formula will allo* a maximum floor area ratIo (FAR) In the comm..clal
tract. of 0.66. The FAR In thelcomm..clal tracts will be limited to 0.55.
The dewlopment of the commercial parcell noted al Parcell 1, 2 and SA. ahall be ejlovemed by the
followIng dealejln parametera:
..tbock from Itreet rfQht-of-way 25 Feet
elde ..tbockl 10 Feet
rear ..tbock 10 Feet
maximum helQht 50 Feet
mInimum open apace ,15
maximum floor area ratio .55
maximum bundlnQ caveraQe .55
Commercial entitlements and development standards for parcels 1, 2 and 5A shall remoln In effect for a
period of 5 years from the idate of approval of the t.APD zoning.
Parking requirements shall be as set forth 111 the City of Clearwater Land Development Code. The uses
pennltted Shall be as follows
Indoor Retail Sales. restaurants, buslness/profesplonal offlcesl medical cllnlcs!Jaboratorles, business services.
personal services, Indoor COllnmerclal recreatbn/~ntertalnment. non-profit social or communlt~ service..
commercial or trade schools, gasoline statlolls, hotel/motel. accessory' dwellings. art qqJlerles7.studlos, adult
daY':"" care, nightclubs. tavemf and bars pockage alcoholic beverage sales, veterinary o-mce.. Child day-care.
photographic processing fac Itles. printing and publishing facilities, gasoline stations, vehicle service.
convenience slores, alcOholl beverage sales. research facilities, laboratories, production of confectionery
or baked goods. '
Cross access, shared utilities and cross parking will be dedicated as necessary to serve the commercial
developments.
All site lighting shall be directed downward end away from adjoining residential properties and street
rights-of-way.
The sign age for the commetclal development for each of parcels 1.2 and 5A shall be consistent with the
slgnoge anowed In The Generol Commercial District as of the date of the submittal of this plan.
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NOTEc SANTAfIY 8EW[R AKJ WA~ SERVICE. TO EE PfIOV[)8) BY l1E CITY a= ~.I=A.RWATER
AU. 'MIE STORY OR TALI..ER EI.I...CNJB FECUE FIE 8PRNCl..EFI8 - 8IAMEeE COhtEC11ON ~ /11 a= 1iYDRANTS.
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10 2/02/01 ADDED DRI~AY/CURB CUT TO PARCEL 1, REVISED ADDRESS
9 1/25/01 ADDED APAR'NENTS TO PARCElS 3, 4, 4A, 5
8 1/29/99 ADDED OUTPARCEL DRIVES
7 12/01/98 ADDED SITE PLAN / LOTS 1-8
6 11/16/98 REVISED LAYOUT - PARCElS 5-7, REV. PER CITY COMMENTS
5 9/10/98 REVISED LAYOUT - PARCElS 5 c!c 8 RENUMBERED COM. PARCElS
4 8/27/98 REVISED DETENTION POND AREA
3 7/13/98 ADDED PARCElS 5. 5A 58 7. AND 8
2 1/27/98 ADDED NOTE - PARCElS 1-SC SITE DATA TABLE
1 1/27 /98 I ADDED I . -. - REAR OF
PARCEL 6 SITE DATA TABLE
PARCEL . (200 APARlWENT UNllS)
ZONItG DIS11ICT:
USE:
PARCEL AREA (sa. ". AND ACRES)
GROSS AREA (VIII'MN PROPERTY LINES)
PARCEL WlDlH:
PARCEL DEP1H:
DENSITY
BUI.DING COWHAGE :
(sa. ". ~ Of GROSS SllE):
GROSS FlOOR AREA AND F.A.R.
SE1BAaCS
DRA~)
FRONT
SIDE
REAR
BEnlIEDI S1RUC1URD
HEIGHT
PRClf'OSED
"No OR WAX.
WPD (Melltlr Planned D.,.ap,,*,t)
RESlDOIllAL
8.3:14 ACRES - JlJ,02II SF
10.000 " ("IN.)
100 " ("No)
100 " (....)
H UNllS / ACRE
InCI ".
110 ".
2~. UNllS / MX.
14,131 SF - 21. UI
221.757 SF - 0.132
50 FT.
10 ". RT. 10". LT.
80 FT.
20 FT. (1iIN.)
40".
30 " (....)
15 " (...)
15 " (...)
50"
PAW]) w:HICUI.AR NEAS
(sa. ". AND . Of SI~
0P0l .Ita.
(TOTAL FOR THE LDT
sa. ". AND . Of SI~
PARICINO LDT ..1DIOR ~
(sa. ". AND . Of PAw]) 'iOtICUI.AR
NEAS)
PARICINO
RESIDEN11AL
1.5 .At:O/1 8EDROOW UNIT
REQUIE) . 144 UNllS
AND 2.0 .At:O/2 8EDROOW UNIT
REQUlREl)X5I
...
1. 1M ........ Aw. ..tranoe ... IhoalI be a mGIIlmum 14 ..... fwt In ... w11hal1 be a
rncDdmum 2If h"'" and .. be Iooat.ed In the I~ cna of panIII 2.
2. NA IIt8 lIFting IhaII be cIreot8cI do..I.wCII d and -r from ad.JDlnlnl ,......,i1a1 prclpeFtIee and etreet
~t.-of ~
128.2'" SF - 35.JX
140.1~'" SF - 31...
,,. ("No)
10.'1636F - 7."
.. (.....)
:131
LEGEND
-L-
.
PROPOSED WATER UNE WITH
FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY SEWER
WITH MANHOLE
EXISTlNG SANITA~Y SEWER
WITH MANHOLE
PROPOSED STORM DRAIN
WITH GRATE INLET
PROPOSED STORM DRAIN
WITH FlARED END SECTlON
PROPOSED STORM DRAIN
WITH STORM MANHOLE
EXISTlNG STORM DRAIN
WITH STORM MANHOLE
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THE CLEARWATER GROUP, LTD_ A R..()RIDA UMITED PARTNERSHIP
6000 LAKE FOREST, surne 560
A llANT A, GA. 30328
PHONE: (404) 943-0100
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SHEET DESCRIPTION, SUNSHINE MALL SUBDMSIOr~ - LOTS 1-8
PRELIMINARY PLAT
SUPPLEMENTAL DRAWING AND SITE PLAN
PROPOSED CONDmONS;
. ~I.
DRAWN
,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
.II~
CHECICEl)
(
2639 McCormick Dr. Clenrwoter FL, 33759
Tel. (813) 724-8422 - Fox. (813)724-8606
. .......
NO.
REQUIRED
PARCEL 7 SITE DATA TABLE
PARCEL 7 (240 APARlWENT UNIlS) PRCPClSED
ZONNG DlSNCT: WPD (.... Planned DeWIIIapm..t)
USE: RESlDEN11AL
PARCEL AREA (sa. ". AND ACRES) 10.00 ACRES - 435,100 SF
GROSS AREA (W11H1i1 PROPERTY LINES)
PARCEL WIDTH:
PARCEL DEP1H:
DENSITY
~ CCNERAGE
(~ ". ~ Of GROSS SllE):
GROSS FlOOR AREA AND F.A.R.
SE1BAaCS
FRONT
SIDE
REAR
31.25' ("N.)
11.25' ("No)
".25' (....)
..... OR WAX.
REQUIRED
10.000 " (.....)
820 ".
870 ".
24.0 UNlS / MX.
100 " ("No)
100 " (.....)
24 UNlS / ACRE
131.337 SF - 31.n
375.000 SF - 0.48
0.55
75 ".
120 ". RT. 11& ". LT.
120 ".
N/A
45".
BEnlIEDI STRUC1\JRES
HEIGHT
PAw]) 'SICUl.AR NEAS
(sa. ". AND . Of SI1E)
0P0l .Ita.
(TOTAL FOR 1HE LDT ~ ".
AND . Of SI1E)
PARICING LDT ..TERIOR
LANDSCAPlNO (sa. ". AND .
Of PAw]) VEHJaJlAR NEAS)
PARICINO
RESlDEN11AL
0.75 .1ta.,utT )( 240 UNllS
(PARICINO RA 110 FOR AP1S. FOR EUUL Y)
In ade.tllInal to 240 _b....at unltll the bulclno In ParoII 7 .. oantoln ...0IIIrncrt.I~~000 SF of IIIIOlle
far anaIIary _ IUlIh _ the main labbl'o IeaIInt afIIae, ClIuIlh--. maIIroam" bartMr Y shop, .....
roam. muttIpurpoee ocwd/blngo roam. IIwwy. IculG'y roam. artII . crafta actMtJee roam. etc.
50"
114,175 SF - 2I.3X
172,418 SF - JI."
1,. (......)
8.120 SF. - 7.n
.. (.....)
180
180
328
.......
1. 1M ........ AWL ..tranoe ... IhaII be a rncDdmum 14 ..... feet In ... and IhaII be a
rncDdmum 2If ~
2. 1M C,...,lUocI Aw. ... IhaII be a rncDdmum 32 ..... feet In ... and IhaII be a IIlCIIdrnum of 10' h....
3. NA IIt8 lIFting IhaII be cIreot8cI ___d and away from adJolnIn9 ,......,tIaI prclpeFtIee and etreet
~~~
PARCEL 8 SITE DATA TABLE
PARCEl. 8 (204 APARlWENT utllS) PROPOSED
ZONING DlS1RICT: WPD (..... Planned Dewllapment)
USE: RESIOENlIAL
PARCEL. AREA (sa. "' AND ACRES) SU5 ACRES - 433.422 SF
GROSS AREA (VIIIllIN PROPERlY UNES)
PARCEl. VIII01H:
PARCEl. DEPTH:
DENSllY
BUILDING CO\OAQE
(sa. FT. ANDX OF CROSS SllE):
GROSS FlOOR AREA AND F.A.R.
SE1BAQ($
FRONT
WIN. OR WAX.
REQUIRED
10.000 " (WIN.)
1,087 FT.
717 FT.
20.5 UNITS I ACRE
100 FT (WIN.)
100 FT (WIN.)
24 UNITS I ACRE
78.837 SF - 18.2'1
228.111 SF - 0.53
0.55
SlOE
REAR
10 ".
10 FT. RT. 25 FT. LT.
DO"'
31.25' (......)
11.25' (.....)
11.25' (WIN.)
2ft "IN.
45 ".(3 STORY-ALL UNllS)
BEnlEEN S1RUC1URES
HEIGHT
PA\9) \oetICULAR AREAS
(sa. FT. AND . OF SllE)
OPEH SPACE
(TOTAL. FOR lHE LDT sa. ".
AND . OF SllE)
PARlCtNG LOT INTERIOR
LANDSCAPING (~ ". AND .
OF PA\9) VEHICUI.AR AREAS)
PARKING
1.5 SPACES/'I BE:DROOW UNIT
REQUIRED x 18 UNllS
AND 2.0 SPACES/2 -3 BEDROOIot UNITS
REQUIRED X 108
(INCLUDES 18 GARAGE SPACES)
....
1. ~~l.\h."tranoe IIgn IIhaII be a maUnum 84 equcn feet In ... and ..all be 0
2. NA e1te IlFtktg IhaII be directed downward and away from adjDlnln9 reeldlntlal prapertIee and etrMt
rt9tt.e-of-woy.
50FT
135.551 SF - 31.2'1
208.831 SF - 48.4.
19 (WIN.)
8,003.00 SoF. - 1.8.
.. (WIN.)
310
310
PARCEL 3, 4, 4A, 5 SITE DATA TABLE
PARCEl. J. " 4A, 5 (158 APARlWENT lNTS) PROPOSED
ZONING DISTRICT: ..PO (..... Planned DewlopmII'It)
USE: RESlDENlIAL
PARCEl. AREA (SQ. "' AND ACRES) 3.27 ACRES - 142.441 SF
GROSS AREA (VIIIlHIN PROPERlY UNES)
PARCEl. VIIIOlH:
PARCEl. DEPlH:
DENSllY
...... OR "AX.
REQUIRED
10.000 " ("N.)
130 ".
200 FT.
158 utllS - 48.. UNI~afE.
(20 UNllS TRANSFERRED LOT 1)
(41 UNITS 1RANSFEMED FROW LDT 2)
100 " ("IN.)
100 " (WINo)
BUIlDING COVERAGE
(sa. ". AND . OF GROSS SITE):
SETBAacs
FRONT
SlOE
REAR
HEIGHT
PA\9) VEHICULAR AREAS
(sa. FT. AND . OF S1lE)
OPEH SPACE
(TOTAL. FOR tHE LOT sa. ".
AND . Of S1lE)
PARIOHG LOT INTERIOR
LANDSCAPINO (SQ. ". AND .
OF PA\9) ~ AREAS)
PARKING
1.5 'ACES/'I BEDROOIot UNIT
REQUIRED . 1,. UNllS
AND 2.0 SPACES/2 -3 BEDROOIot UNIlS
REQUIRED X 4.1
40.842 SF - 28. 7X
,
_//
32.25 ".
10.0 FT.
10.0 ".
50 ".(4 STORY-ALL utlTS)
-, ~ :
i
50~
"UI,I>JIiJC,.~ Ui.V:i ,Y di.' .,.
SE nj:~(.:~
C:TY Ole CU:ARWA :n
-- ------- _.- _._-.J
4e,lS38 SF - 32. 7X
50.184 SF - 35.2'1
19 ("'N.)
.. (WIN.)
2.850 SF. - 1.1.
.... I,'
',.' t-S .
210
AlIG n q 2005
'.'('..*
SIgnoge
1. The MIaourI20~Vfl.. entrance eIQn ehall be a maximum 54 equen feet In eIze and ehall- be a .
maximum n9'.
2. All e1te IlQhtlnQ Ihall be dncted downward and away from odjolnlnQ r.ldentlal propertlee and etreet
rl9't8-of-way.
//~
Z-Z,z:?-ZPP/
.108 NO.
180-01
F'" . ....
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1 /5/98
DA TEo
INT.
DATE
AI'I"O
BY
1-=100' Of'
1
IlEVlIlOIIlI
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Renaissance Square
Clearwater, Florida
1
MISSOURI
A VENUE
ELEV A TIOf\J
o R \ G \ N !\ \ .
Parker Associates
2202 E. 49th Street South
Suite 200
Tulsa, OK 74105
(918)-742-2485
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PLANNING " ..It ' ,j '-
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THE CROSSINGS AT RENAISSANCE SQUARE
CLEARWATER, FLORIDA
LEGAL DESCRIPTION
LOT 10 OF CLEARWATER RETAIL AS RECORDED IN PLAT BOOK 124 PAGES 92 AND 93 OF PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. CONTAINING 1.368 ACRES, (59,569.174 sa.FT.) MORE OR LESS.
GENERAL NOTES
1. JILL 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
CON~;ULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY
TO CUERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS,
SURFACE DRAINS. LAKES AND WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEA~URES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY.
5. rHE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER METHODS AS
REQUIRED.
6. ~O DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM ~YSTEMS.
7. \RCHITECTURAL INFORMATION PROVIDED BY ARCHITECTS.
8. 3ACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
9. U)CATION OF TRASH DUMPSTER TO BE COORDINATED WITH THE CITY OF CLEARWATER'S SOLID WASTE DEPARTMENT.
1 0, ~)ITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 3-1202 OF THE CITY OF CLEAR'NATER COMMUNITY DEVELOPMENT CODE.
11. "HE SITE IS LOCATED WITHIN FLOOD ZONE X, FLOOD INSURANCE RATE MAP COMMUNITY PANEL NOS. 12103C0108H, MAP REVISED
MAY 17, 2005.
12. ~)ITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE REQUIREMENTS AND SHALL BE DIRECTED
DOWrJWARD AND AWAY FROM ADJACENT RESIDENTIAL AREAS.
13. DRAINAGE FOR PARKING LEVEL UNDER THE BUILDING WILL BE DIRECTED TO THE PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE
WATE R QUALITY REQUIREMENTS FOR THE PROJECT.
14. --REE REMOVAL PERMIT APPLICATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN SUBMITTAL.
15. I3UILDING TO BE SPRINKLERED.
16. CONSTRUCTION PLANS TO SHOW FIRE DEPARTMENT CONNECTION TO BE AT LEAST 15 FEET FROM THE BUILDING BUT WITHIN 40
FEET OF A HYDRANT
17. I~EVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF
COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION.
SITE DEVELOPMENT PLAN
DRAWING INDEX
SECTION 15, TOWNSHIP 29
PINELLAS COUNTY,
S, ~\ANGE
FLOF\IOA
15
E
SHEET
SHEET DESCRIPTION
1
COVER SHEET
2 EXISTING CONDITIONS
3 SITE PLAN
LOCATION MAP
4 PAVING, GRADING AND DRAINAGE PLAN
5
UTILITY PLAN
N/A
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LAND USE DATA
PROPOSED
FLEXIBLE DEVELOPMENT STANDARDS [1]
REQUIRED (MIN/MAX)
C(COMMERCIAL)
EXISTING
C(COMMERCIAL)
C(COMMERCIAL)
~
VACANT
FORMERLY VISIONWORKS
TOTAL 59,569.174 SF
1.368 AC
MULTIFAMILY
TOTAL 59,569.174 SF
1.368 AC
LOT WIDTH
224'
224'
100'
CAMPBELL CAUS(VA'I
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TO BAY BLVD
ROAD
OLD T AHPA BAY
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BAY DR EAST BAY DR
BUIl.DING COVERAGE (GROUND FLOOR)
N/A
N/A
IMPE:RMEABLE
SURFACE RATIO
45,522 SF
59,570 SF
o
0.76
0.95
NU~tBER OF UNITS
o
32 UNITS
24 UNITS/ACRE
DENSITY
SETBACKS FROM PROPERTY liNE
SEBACKS (BUILDINGS)
FRONT (EAST) MISSOU'-'I
32
1.368 AC
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= 23 U/AC
24 UNITS/ACRE
10'
70' TO POOL
80' TO BUILDING
45'
20'
53'
15'-25'
FRONT (NORTH) DRUID
SIDE (SOUTH)
SIDE (WEST)
SET3ACKS (TO PAVEMENT)
FRONT (EAST) MISSOURI
FRONT (NORTH) DRUID
~IDE (SOUTH)
SIDE (WEST)
0'
0'
0'
15'-25'
0'-10'
0'-20'
10'
12'
0'
23'
10'
10'
16'
5'
0'-15'
0'-15'
0'-10'
0'-10'
HEIGHT
0'
PAVED VEHICULAR AREAS
PAR~ING LOT INTERIOR LANDSCAPING
(% OF PAVED VEHICULAR USE AREA)
5,590 SF
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52'-2 1/2" STRUCTURE
67' -8" DECORATIVE CLOCK TOWER
21,834 SF
6,819 SF
31%
12%
25' -50' [2]
PAR~ING
TOTAL
H)\NDICAP (INCLUDED IN TOTAL NUMBER)
64 SPACES
3 H/C
48 SPACES [.3]
3 H/C
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[1] REQUIREMENTS ARE BASED ON FlEXIBLE DEVELOPMENT STANDARDS (LEVEL 2) AND COMPREHENSIVE INFILL DEVELOPMENT PROJECT.
[2] HEIGHT REQUIREMENTS BASED ON TYPICAL USE IN COMMERCIAL ZONING DISTRICT COMPREHENSIVE INFILL APPLICATION ALLOWS
FLE:<IBILlTY TO ALL DIMENSIONAL REQUIREMENTS, INCLUDING HEIGHT. .
[3] BASED ON 1.5 SPACES PER UNIT. (32x1.5=48 SPACES)
PREP ARED FORa
CLEARWATER RETAIL GROUP, LTD.
6000 LAKE FORREST DRIVE, SUITE 560
ATLANTA, GEORGIA 30328
SITE PLAN APPROVED
CASE # _FLp z..c, u.s-- () 7. 7 b
CASE TYPE -
DRe DATE ~. J J I'O$" ~
COB DATE ~J;:f"
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ENGINEERS, ENVIRONMENT ALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849- 7588 - Fax: (727) 848-3648
OctavlO Call1'ere
S~~? P '7 2005
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REV:09/07/05
REV:oa/Oa/05
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DATE: 07/20/05
JOB NO. 180-01
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WARNING
CONTRACTOR TO CALL .SUNSHINE STATE ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTlUTY LOCATIONS
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ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Slorkey Blvd, New PorI Richey FL 34655
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TYFICAL HALF SECTION
WITHOUT PARKING
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PROPERTY LINE>
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CURB
TYPICAL HALF SECTION
WITH PARKING
/-.
LOT 6
CITY OF CLEARWATER
HOUSING AUTHORITY
RIGHTS FOR DRAINAGE: CONNECTION TO THE EXISTING STORM
WATER MANAGEMENT POND (JUST WEST OF THE SUBJECT
SITE) GRANTED VIA: "FIRST AMENDMENT TO DECLARATION OF
RECIPROCAL EASEMENTS AND RESTRICTIONS", AS RECORDED
IN O.R. BOOK 10418, PAGE 340 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA
POND
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AS RECORDED IN O.R. BOOK 11775, PG 1131 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
TYPICAL SECTION
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ADDITIONALLY SUBJECT TO ALL RIGHTS AND EASEMENTS
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OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
LOT 9
OLE FOLKS PARTNERS
1303 MORTON DR.
DALTON, GA. 30720
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PREPARED FOR,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL 34655
Tel, (727) 849-7588 - Fax, (727) 848-3648
E,B, No. 7421
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MISSOURI AVENUE S
CLEARW A TER RET AIL GROUP, L TO.
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GA. 30328-3878
PHONE: (404) - 943-0100 FAX: (404) - 943-9317
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1 S/OS/05
REVISED PER CITY OF CLEARWATER D.R.C.
REVISED PER CITY OF CLEARWATER
NO. DATE
REVISIONS
APP'D
BY
JOB NO.
180-01
EPN
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AS RECORDED INQ.R. BOOK 11775, PG 1131 OF THE
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ADDITIONALLY SUBJECT TO ALL RIGHTS AND EASEMENTS
OF RECORD, AS RECORDED IN THE PLAT FOR
"CLEARWATER RETAIL" PLAT BOOK 124, PGS 92 AND 93
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
MANHOLE #2
31.80
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I.E.
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THE SIGNITURE OF THE QUALITY
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INDICATES THAT ALL REOUIRED
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3030 Starkey Blvd. New Port Richey FL 34655
Tel, (727) 849-7588 - Fax, (727) 848-3648
E.B. No. 7421
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," I l, IE=29.24 (W)
, '\ I ! 1~/1,L"=29. 74 (SW)
RIGHTS FOR DRAINAGE CONNECTION TO THE EXISTING STORM
WA TER MANAGEMENT POND (JUST WEST OF THE SUBJECT
SITE) GRANTED VIA: "FIF~ST AMENDMENT TO DECLARATION OF
RECIPROCAL EASEMENTS AND RESTRICTIONS", AS RECORDED
IN O.R. BOOK 10418, P.A,GE 340 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA
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THE CROSSINGS A T RENAISSANCE SQUARE
CLEARW A TER RET AIL GROUP, LTD.
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GA. 30328-3878
PHONE, (404) - 943-0100 FAX, (404) - 943-9317
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PAVING, GRADING AND DRAINAGE PLAN
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1 Eij08/05
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NOTES:
1 ALL STORM PIPE TO BE CONSTRUCTED TO CI TY OF CLEARWATER STANDARDS
2 ALL SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR A PART OF THE PROJECT SHALL
BE DESIGNED AND CONSTRUCTED CONSISTENT WITH CITY OF CLEARWATER CONTRACT
SPECIFICATIONS AND STANDARDS INDEX #109, INCLUDING THE A.D.A. (TRUNCATED DOMES PER
D.O.T. INDEX #304).
3 ALL GRATES FOR DRAINAGE STRUCTURES WITHIN PAVEMENT TO BE DESIGNED FOR HS-20
LOADING.
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REVISED PER CITY OF CLEARWATER D.R.C.
REVISED PER CITY OF CLEARWATER
DATE,
APP'D 07/29/05 OF
BY
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REVISIONS
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SANT ARY SEWER NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER SEWER SYSTEM STANDARDS AND SPECIFICATIONS AS WELL AS CONTRACT SPECIFICATIONS
2. NO DEBRIS ~ HALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM
3. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT THE EXCAVATION AGAINST COLLAPSING. ALL CONSTRUCTION SHALL ADHERE
TO THE TRENCH SAFETY ACT REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY.
4. PIPE WILL BE ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL AS APPROVED BY THE SOILS ENGINEER.
5. BACKFILL MATI:RIAL WILL BE SOLIDLY TAMPED AROUND THE PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED. BACK-FILL
WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRE-SCRIBED IN AASHTO T -180 IN 12" LAYERS TO THE PROPOSED
PAVEMENT.
6. SANITARY SEW[R SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER
7. THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-MASTIC AS MANUFACTURED BY
PROTECTIVE COAT NGS INC.
WATER DISTRIBUTION NOTES
1. ALL MATERIALS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND
CITY OF CLEARW/lTER SPECIFICATIONS.
2. PER CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART "B" TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE 41.03(B)( 1) THE DEPTH OF COVER OVER THE WATERMAIN
SHALL BE A MINIIi1UM OF 30" AND A MAXIMUM OF 42" BELOW FINISH GRADE.
3. ALL POLYVIN"L CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF
PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS. SEE ARTICLE
41.02(B)(2) PARl "B" TECHNICAL SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS.
4. MINIMUM SEFARATION BETWEEN WATER AND SANITARY SEWER AND STORM SEWER LINES TO BE 10' HORIZONTAL AND 18" VERTICAL.
5. POTABLE WA-ER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER.
6. SAMPLE TAP~; SHALL BE PROVIDED AT 500 FT. INTERVALS ALONG MAINS AND AT ALL TEMPORARY BLOW OFF LOCATIONS.
7. LENGTHS ARi: :t FROM CENTER OF FITIING TO CENTER OF FITTING.
8. DUCTILE IROl4 PIPE FROM THE TAP TO THE BACKFLOW PREVENTION DEVICE, AND ONE JOINT BEYOND THE DEVICE, SHALL BE DUCTILE IRON PIPE CLASS 50 AND "RATED WATER WORKING
PRESSURE" 350 PS\.
9. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL RELOCATE ANY/ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT.
10. ALL WATER/FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS.
11. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED
FEES.
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PIPE SPECIRCA TIONS
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1. PVC PIPE (E" AND 8") SANITARY SEWER
PVC PIPE (SDF~35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM 0-3034 SDR35 0-1784 (PVC COMPOUND), LATEST REVISION, OR AS OTHERWISE SPECIFIED. ALL PVC SEWER
PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME, NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIFICATION. STANDARD DIMENSION RATIO NUMBER,
PRODUCT TYPE, STANDARD SPECIFICATION DESIGNATION, PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAL AND WILL BE COLOR CODED GREEN, PIPE WILL BE A MAXIMUM 12.5 FT LAYING
LENGTH. APPfWVED PRODUCTS: J-M/BLUE BRUTE, H&W, E.T.\. CERTAINTEED (W/INTEGRAL BELL), AQUA- TITE, NORTHSTAR, CANTEX, VULCAN, DAVIS-DAVTITE.
2. PVC PIPE (LESS THAN 4") WATER DISTRIBUTION
PVC PIPE LES~; THAN 4" SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1, GRADE 1, PVC CONFORMING TO ASTM SPECIFICATIONS D1784 AND 02241 OR LATEST REVISIONS THEREOF,
AND BE SUITAI3LE FOR USE AT MAXIMUM HYDROSTATIC WORKING PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). PIPE SHALL BE FURNISHED IN STANDARD 20' LENGTHS WITH
JOINTS BEING OF THE PUSH-ON INTEGRAL BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF MARK INDICATING ITS APPROVAL FOR POTABLE WATER. ALL
PIPE SHALL Bf: CLEAN AND ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M, CERTAINTEED WITH INTEGRAL BELL, HEP, H&W.
3. PVC PIPE (L" AND ABOVE) WATER DISTRIBUTION
PVC PIPE (C9 )0): PVC PIPE (4" AND LARGER) SHALL IN ACCORDANCE WITH AWWA C900, WITH PUSH-ON INTEGRAL BELL JOINTS AND SUPPLIED IN STANDARD 20' LENGTHS. NO
SOLVENT -CEM ~NT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 4" PIPE SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PVC PIPE 6" AND ABOVE SHALL BE PRESSURE CLASS 150 WITH A
DR OF 18. PIPE SHALL BE MARKED AS DETAILED IN AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA C900. ALL PIPES INSIDE FIRE
PROTECTION LJOP WITHIN BUILDING PERIMETERS SHALL BE PRESSURE CLASS 200 WITH A DR OF 14. ALL PIPE FURNISHED UNDER THIS SPECIFICATION WILL BE COLOR CODED BLUE. ALL PIPE
SHALL BE CLEANED AND ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M/BLUE BRUTE, H&W, E.T.\. CERTAINTEED (W/INTEGRAL BELL), AQUATITE, NORTHSTAR CAN- TEX,
VULCAN, DAW; DAVTITE.
4. DUCTILE IRCIN PUSH-ON PIPE, CLASS 50 (6"-12"), CLASS 51 (4")
DUCTILE IRON PUSH-ON PIPE SHALL BE THICKNESS OF THE APPROPRIATE CLASS AND SHALL CONFORM TO AWWA C151-76 AND AWWA C111-79, OR LAST EST REVISION THEREOF. PIPE SHALL BE
FURNISHED IN NORMAL 18' LAYING LENGTHS WITH ALL JOINT MATERIAL INCLUDING GASKETS AND LUBRICANTS. PIPE SHALL BE LIINED WITH A STANDARD THICKNESS CEMENT LINING AND SHALL
CONFORM TO AWWA C104-80. APPROVED PRODUCTS: CLOW. AMERICAN CAST IRON-FASTITE, US PIPE & FOUNDRY, McWANE- TYTON, GRIFFIN.
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STANDARCt SEPARATION STATEMENT FOR WATER/SEWER CONFUCTS
1. SANITARY SEV'ERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE OUTSIDE
BELL/TOP OF THE LOWER PIPE WHENEVER POSSIBLE. SANITARY SEWERS CROSSING OVER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE
OUTSIDE BELL/BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHEREVER POSSIBLE.
2. WHERE SANITARY SEWERS CROSS A WATER MAIN WITH LESS THAN THE REQUIRED VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 50 DUCTILE
IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER
MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE. AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
3. ALL CROSSIN:;S SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPF JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE
CROSSING).
4. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
5. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE.
6. IN CASES Wr ERE IT IS NOT POSSIBLE TO MAINTAIN 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE
PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS
POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
8. ALL DIP SHA_L BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
9. A MINIMUM COVER OF 30" (2.5') SHALL BE MAINTAINED BETWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED GROUND (TYPICAL).
SPECIFIC NOTES
1. WHERE UNDE~GROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION, AS PER NFPA 241.
2. CONTRACTOR TO EXPOSE THE EXISTING SANITARY SEWER LATERAL AND CALL FLORIDA DESIGN CONSULTANTS TO VERIFY THE EXISTING ELEVATION, AND POINT OF CONNECTION, PRIOR TO
CONSTRUCTION t)F THE SANITARY SEWER SERVICE.
3. LOCATION OF EXISTING SANITARY LATERALS, EXISTING RECLAIMED WATER MAIN, EXISTING POTABLE WATER MAIN AND EXISTING GAS MAIN PER CITY OF CLEARWATER UTILITY ATLAS. CONTRACTOR
TO VERIFY PRIO~ TO CONSTRUCTION.
4. FOR LOCATION OF GAS SERVICE, PLEASE CONTACT CLEARWATER GAS.
FIRE DEPARTMENT NOTES
1. REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE, 2004
EDITION.
2. FOC WILL BE DESIGNED WITH METAL BREAKABLE CAPS DESIGNED TO BREAK WITH A SINGLE BLOW OF A HYDRANT WRENCH.
3. FIRE DEPARTMENT CONNECTION(S) WILL BE IDENTIFIED BY A SIGN THAT STATES: "NO PARKING, FIRE DEPARTMENT CONNECTION" IS ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARDS. FOf~ INFORMATION SIGNAGE.
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4. FOC/HYDRANTS _ MAINTAIN CLEARANCES OF 7 ~ FT IN FRONT AND TO THE SIDES OF FIRE PROTECTION APPLIANCES AS PER FLORIDA FIRE PREVENTION CODE 2004 EDITION, ALSO A 4 FT
CLEARANCE TO THE REAR OF HYDRANTS WILL BE MAINTAINED AS PER NFPA-1.
5. ALL DRAINAGE COVERS AND GRATES MUST MEET HS-20 SPECIFICATIONS.
6. AN AUTOMATIC CLASS 1 STANDPIPE SYSTEM WITH A FIRE PUMP, 100 PSI AT ROOF AND FIRE PUMP IS REQUIRED.
7. AN EMERGEr'\CY GENERATOR IS REQUIRED AS A BACK UP SOURCE OF POWER FOR ELEVATORS, EMERGENCY LIGHTING AND FIRE PUMP.
8. FIRE FLOW CALCULATIONS BY A FIRE PROTECTION ENGINEER TO ASSURE ADEQUATE WATER SUPPLY FOR PROJECT WILL BE PROVIDED.
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~ 9. WHERE UNDf:RGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241. A HARD
.;.; ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE APPARATUS PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED.
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10. A FIRE ALA~M SYSTEM IN ACCORDANCE WITH NFPA-72 AND NFPA-101 SHALL BE INSTALLED.
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1. ABOVE-GRCUND AND UNDER-GROUND UTILITIES ARE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) 2 DAYS IN ADVANCE BEFORE
BEGINNING WORK 1-800-432-4770.
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INDt';ATES THAT ALL REOUtRED
PER ~ITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
CLEARW A TER RET AIL GROUP, LTD.
6000 LAKE FORREST DRIVE, SUITE 560
ATLANTA. GA. 30328-3878
PHONE: (404) - 943-0100 FAX, (404) - 943-9317
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3030 Starkey Blvd. New Port Richey FL 34655
Tel: (727) 849-7588 - Fax: (727) 848-3648
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FOR UTILITY CROSSING DETAILS
SEE SHEET 4 OF 7
6"x8" TAPPING
SLEEVE AND VALVE
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Fire Hydrant Assembl{
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-CONNECT TO EXISTING HEDGE
MISSOURI
AVENUE
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ANDERSON LESNIAK UMITED, INC.
LANDSCAPE ARCHITECTS' LAND PLANNERS' URBAN DESIGN
(813) 83 I -9595 FAX 83 I -5485 anderson.lesntak@venzon.net
4921 SOUTH WESTSHORE BLVD. TAMPA, FLORIDA 33G 1 I
CLEARW A TER RET AIL GROUP t LTD.
6000 LAKe: F--ORREST DRIVE, SUITE 560
AT LANT A, GA. 30328-3878
PHONE: (404) - 943-0100 FAX: (404) 943-9317
PREPARED FOR.
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HOOD !''IEt /DL.r....., OR
AflFlROVED 5lB5TlTl1TE
TREE BARRICADE
2. X 2" VERTICAL
STAKES (TYp)
10' FOR PR01l:G;rm TREE, 20' FOR eRAND lREES
.-~ -~--- ---e
TREE PROTECTION DETAIL
ALL EXISTlNlS 1REE5 TO REMAIN SHALL BE BARRICADED AS PER
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( 0 \ EXISTINe TREE
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SYMBOL LEGEND
CODE LAND5c.APE
~ GlJANTITY
~ SPECIES
TREE BARRICADE
II
L-.J
LAND5CAPE IN5TALLATION NOTE5
I) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BE I I t::k AS elVEN IN, GRADES
~ t~~ ~~. FEBRUARY IGfGff> EDITION, PUBLISHED BY
F TURE AND CON5UMER SERVICES.
2) LOCATION OF PLANTS ON THE PLAN ARE DIAeRAMMA TIC- SEE THE LANDSCAPE
ARCHITECT FOR GtJESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY E3E1lEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
B) IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE l11A T ALL PLANT BED
AREAS HAVE PROPER DRAINA6E FOR OPTIMJM eROJ^ffi-f OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BE6INS.
4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTINe ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRlJCTION DEBRl?1 OR OTHER WASTE MATERIALS TO A DEPTH
OF 24- PRIOR TO LANDSCAPE INSTALLATk.IN.
5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED H1111 A PRE-EMERGENT
HERBICIDE AND THEN TOP-DRESSED ~1111 B- DEEP PINE BARK MJLCH ALL NEW TREES SHALL
HAVE A TREE RINe ~1111 A MINIMJM OF 24- RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED.
ALL EXISTINe TREES TO REMAIN SHALL HAVE A 6' RADIUS MJLCH RINe AT A DEPTH OF B".
6) NEW SOD SHALL BE ST. AlJ6U5TINE FLORATAM IN ALL DISTURBED AREAS. CONTRACTOR
SHALL DETERMINE EXACT GUANTITlESIN THE FIELD. SOD AREAS SHALL BE MAINTAINED BY
THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL Ac,c,EPTANCE.
,) TREES 5HRV65, AND eROUND COVER SHALL BE INSTALLED USINe THE FOLLO~IN6
PROCEEDlJRE. PLANT PITS SHALL BE EXc.AVATED TO miCE THE DIAMETER OF THE PLANT
ROOT BALL. AERATE EXISTINe SOIL BEFORE BACKFILLINe PIT. ADD AeRIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPECIFICATIONS.
FOR HASHINeTON PALM INSTALLATION.
lRIM 1/3 OF FRONDS AT TIME
OF DIBeINe AND PlANTlNlS
r
- REMOVE DEAD AND 1N..1JRED
THIB5, TRIM NO LEADERS,
RETAIN NAlURAL SHAPE.
HillE st.RVEYOR'S TAS6INe
TAFE, 6" LEN6lH
3 - 2. x 2- STAKES DRIvel INTO
eRQUIlD AT AN ANl5LE, lHEN TlBHTeED
TO VERTlGAL POSITION, I}' MINIHJM
LEN6lH, STAKES AT 120. ANeLE
ARBOR TIE GONNECTlONS
- ~ OF ROOTBALL SHALL BE
INSTAl.LEO I- ABOVE FINISH 6RADE
3. MINIt-U1 MJLc.H LAYER. INSTALL
HJl.CH 2" AWAY FROM lRlJNK
FOR GABBAeE PALM INSTALLATION.
lRIM ALL OF FRONDS AT TlME
OF DI66INlS AND PlANTlNe
RETAIN ALL BOOTS ON lRlJNK
~
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2D LA 'Y'ERS euRl..AP PAD AT
SUPPORT CONTACT - NO
NAILS IN TREE HOOD
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2" x 4" BRACE (P.T)
SPACE 'THREE AT 120. 'TYPICAL
2" x 4' STAKE (P.T)
'THREE FEET LONe
FINISH 6RADE
3. MINIt-U1 MJLCH
FINISH 6RADE
AERAlE EXISTlNlS SOIL
11-111- ROOTBALL, II}" MINIt-U1
_ = RADIUS FROM lRlJNK
= - AERAlE EXI5TlNe SOIL
. .', '. I m f BACKFILL
III. . .1I1111~:--11 E=:11'III"mll F . EXISTlNe SleBRADE
- APPLY FERTlLlZER TABLETS DlJR/NlS PALM
INSTALLATION. PI...Ac.E TABLETS BETtEEN
TOP AND MIDDLE OF ROOT MASS.
APPLY FERTILIZER TABl..ETS DlJR/NlS TREE
INSTALLATION. PL..Ac.E T ABl..ETS BEnEEN
TOP AND MIDDLE OF ROOT MASS.
TREE STAKING AND PLANTING DETAIL
4. ~ RIM HllH 3" Hl..CH ON TOP (HiEN /ECE55AR'().
SAUCER SHALL BE UNIFORM AND NEAlL Y CON51R1)C,lED.
GONTRAC,TOR SHALL REMOVE STAKINe AND 6tJ'(1Ne
MAlERJALS AFTER ONE eROHINS SEA5OH.
PALM STAKING AND PLANTING DETAIl:
4. SAlJGER RIM HllH 3" MJLc.H ON TOP a+tEN N:CE55ARY).
SAUCER SHALL BE UNIFORM AtV NEAlLY CONSTRUc.lED.
CONTRACTOR SHALL Re10VE STAKINlS AND etN"INlS
MAlmIALS AFTER OlE 6ROHINlS SEASoN.
"
IRRIGATION NOTE
3. MINIMJM HJl.CH
ALL tEH LANDSCAPE HILL BE IRRl6AlED USINlS AN AlJTOMATlC tJNDERBROtH:>
SYSTEM HllH I~ COVERA6E. RAIN ca:GK HILL BE CO/ItEGlED TO CON1ROLLER
AS PER STATE REGlJIREMENTS. SYSTEM SHALL BE SET TO cotoFORM TO LOCAL
HAlER RE5lR1CTIONS.
EXOTIC PEST PLANT REMOVAL
AERAlE EXISTlNe
SOIL e.aac:FlLL
EXISTlNlS SOIL
ALL INVASIVE EXOTIC 5flEC,IES SUCH AS BRAZILIAN t'tl" .-'1.t<, CHINESE TALLow, AND f'lR\IK
TREES, HlST BE REMOVID FROM ne SllE. EXOTIC TREES AND SHRUBS SHALL BE
CUT fUI5H HllH FINISH 6RADE. RESt.L TlNe 5TU-tP5 SHALL BE REMOVED FROM THE
SllE OR mEATED HllH AN APf'ROVB:) JERBlGIDE. CONTRAG-TOR SHALL mEAT
CUT STUMPS HllH 6ARLON 3A, TROOPER. OR RODEO tERBlGIDE TO ne CAMBM-1
LAYER AS PER MAMFAC11JRERS INS1R1)C,TlONS, AT THE RECOMMENDED 51"RENelH TO
PRE\IENT RE-6ROHTH. APPLY tERBlCIDE I"*'EDIATB.. Y AFTER TRlN(S ARE
CUT TO PREVENT SAP FROM 5EALINlS HOUNDS. Re10VE ALL HAlER MAlmIALS
PRODIJCED BY 11-1/5 WORK FROM TIE SllE AtV DISPOSE OF l1-EM IN A LEeAL MANtER.
SHRUB PLANTING DETAIL.:
o
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40
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SCALE: 1- = 20'
SHEET DESCRIPTION,
8-9-05
PER CtTY COMMENTS
AU JOB NO.
THE CROSSINGS A T RENAISSANCE SQUARE
LANDSCAPE PLAN
9-8-05
AU 05200
PER CITY COMMENlS
SHr.
NO. DAlE
DATE,
APPD 07/29/05 or
BY
REVISIONS
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BEING A SUBDIVIS~ON Or: LAND ': L VINci' \Y1':~I~"cTHE" SOlrr.~~EST. .1;4' 'OF, s~t,driN:' 'is;''' ,,' .
TOWNSHIP 29 SOUTH, ~ANGE ,15 EAST, relTY OF' ~~LEARWA,T~R~, PIN~L~^SCOU~T~(/.~LORID^
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SOU~H. RANGE 15 EAST.,PINELLAS COUNTY. FLORIDA. BEING A PORTION Or THAT CCRTAIN
P ROI'ERT)' OEseR I BED '~J.I~ OFF I C I AL RECORDS BOOK 3996. PAGE 1125. OF rHE PUBL I C
RECORDS OF PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DE~CRIBED AS
FOLLOWS;
CO"l'f.'NCE AT THE SOUTHEJ~ST CORNER OF' THE SOUTHWEST 1/4 OF SECT'or~ 15. TOWNSHIP 29
SO'IJ~H: RANGE: 15 EAS1. P INELLAS COtl"'TY. FLOR I DA t SA J 0 SOUTHEAST CORNER BE UJG
SS9005'29uE (BEING THE BASIS OF BEARINGS FOR THIS LEGAL DESCRIPTION). 2655.24
FEET FROM THE SOU1~~ST CORNER OF SAID ~OUTHWEST ./~ OF SECTION 15: THENCE,
NU00ISIS9- E. ALONG iHE EAST L:NE OF SAID SOUTHWEST 1/4 OF SECTION 15, FOR
62 ,~ . 1S FEE.T ~ THENCE If:AV! NG SA I 0 EAST LINE OF THE SOUTHWEST 1/4 OF SECT ION I 5 ·
NE}9O ..14 ' 0 I .W, FOR 6S. 00 FEET TO THE PO I NT OF I NTERSECT ION WITH lHE WEST
RIGHT-OF-WAY LINE OF MiSSOURI AVENUE SOUTH(STATE ROAD S-595-A).AS DESCRIBED IN
~FF I C I AL RECORDS 60011( ~05 7 . PAGE 52 I OF THE PUBL' C RECORDS OF P 1 NEL:.LAS ~OUNTY ·
FLORIDA, SAVE. ALSO BEING THE POItJT OF Be:GINNU~G; II"HENCE lEAVING SAID WEST
R : GI-IT - OF -WAY LINE OF M l SSOUR I AVENUE SOUTI... N8go <44 0 I W t FOR 9,93 FEET TO THE
POINT OF CURV.ATURE OF A CURVE CONCAVE NORTHEAST: ,THENCE NORTHWESTERLY ALONG THE
ARC OF SAiD~CURVE;' HAVING ^ RADIUS OF 50.00 FEET. A CEN:R~ ANGLE OF 89051' 17..
M~ ARC LENGTH OF 78;41 FEET I AND A CHORD BEARING N440.q~ 22 W, FOR 70.62 F~ET It TO
THE POINT Of' TANGENCY; TliENCE NOOIl07'16.E. FOR 21.64 FEETi THENCE N8~04~ 01 W,
FOR 100.01 FEETi' THEN~E NOOn rS459"E, FOR 310.00 FEET; THENCE NS9044 01 W. FOf:l
I 5 ,00 FEET: THEf'(CE Nooo I 5 ' 59 II E . FOR 290.00 FEE: r TO THE 'PO lINT .OF J NTERSECT I ON
V/lTrI Tf-1E sour" RtGHJ-OF-WrY LINE. OF DRUID ROAO: THENCE 88900] 28 E. ALONG SAID
SOUTH nJGHT~OF-WAY? LlNE OF DRUID ROAD. SAME ALSO BEING A LINE 33.00 FEET SOUTH
OF AND PARAlLEl:.. \'/1 nl THE NORTH LI NE: OF THE SOUTHEAST 1/4 OF THE SOl'THWEST 1/4 Or
SAiD SECTION t5; FOR 237.66 FEET TO THE POINT OF INTERSECTION WITH AFORESAID
v~sr RIGHT-OF';jlJAY LH-JE OF MtSSOURI AVENUE SOUTH. AS OESCRJBED IN AFORESAID
OfF I G 1 AL RECO~DS 8001< ~067 . ~AGE 52.], THENCE sago 32 126 liE, ALONG SA lOWEST
RIGHT-OF-WAY L~N~ or. MISSOURI AVENUE SOUTH, FOR 38.04 FEET: THENCE SI4039'52~E.
CONTIMUING ALON.G SAID WEST RIGf-IT-OF-WAY LINE OF MISSOURI AVENUE SOUTH. FOR 31.05
FEET;' THgNCE s~ 15'5911\,/. CONTINUING ALONG THE WEST RIGHT-OF-WAY LINE OF
Ml~SOURI" J~J~WUE SOUTH, SAME ALSO BErNG A LINE 50.00 FEET WEST OF ANO PARALLEL
':I I TH . AFORE"iA I 0 EAsr~ L HIIE OF THE SOUTHWEST l/4 OF SECT f ON 15. FOR 217.08 FEET:
THE~JC~ SQ;ICl 59. 39.W. _ ALONG SA r 0 WEST R t GHT -OF -W~ Y LINE OF M t SSOUR I AVENUE SOUTH,
AS DESCRidEO IN AFORESA[O OFFiCIAL RECORDS SOaK 3067. PAGE 521. FOR 150.30 FEET;
THEtICE. 500015159.W, CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF MISSOURJ
AVENUE SOUTH SMI.E ALSO BEING A LINE 65.00 FEET WEST OF AND PARALLEL WITH
AFORESAID EAST LINE OF THE SOUT~ffEST 1/4 OF SECTION I~~ FOR 24~.72 FEET, TO THE
POINT OF BEGINNING AND CONTAINING 156.256 SQUARE FEET OR 3.587,ACRESw ~RE OR
, , ~
LESS,
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THE. UNDERSIGNED HEREBY CERTIFIES THAT CLEARWATER RETAIL GROUP. LTD.. A FLORlpA
L &fA I TED PARTNERSH I P 11 f S THE OWNER: OF LOTS 7. e. 9 AND Ie, AS; DESCR I BED HERE,J'N.
AND THAi BES'DES 1TS INTEREST'THEREIN THERE ARE NO OUTSTAND1NG INTERESTS IN SAID
PROPERTY OTHER THAN THOSE SHOWN OR NOTED ON THIS PLAT. WH,CH 1S HEREBY PLATTED
As ClEARWAmR RETAil.. AND, THAT IT DEDICATES TO THE PUUt:..,c. IN G~ERAL. ALL
STREETS. .PUBLle.~SEME_NtS ~~ P~~~IC PLACES'SHOWN ON THISiPLAT;'
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OWNER: CLEARWATER RETAIL CUP. LTD.~' A FRIDA LIMITED 'PARTNERSHIP
8 ~ CL 14 ER- V ASSOCIATES. C., A. FLORID~ C~N Iud-
T Of I N ~NAtUA~ OF WI fN~s
.' . I .. . .... -::r;- N-....~O~~ ~ f-' ~,:;:" e S;o fr
, PRINTED~AME OF WITNESS PRINTED NAME OF WiTNESS
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BROOKS A:'HATFIE:LD
- PRINTED N~'
AS PRES J OE:lT
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TH I S 1 S TO CERT I FY JrHAT ON TH I S:t' DAY OF .:r u.. L ~ ,2002. PERSONALL Y
APPEARED BEFORE ME; BROOKS A. HATFIELD. AS PRESIDENT OF CLEARWATER-PIN~tEW
ASSOCIATES, INC.. A FLORIDA CORPORATION. ON BEHALF OF THE CORPORATION. A~
GENERAL PARTNER OF CLEARWATER RETAIL.GROUP. LTD.. A FLORIDA LiMITED PARTNERSHIP.
WHO IS PERSONALLY KNOWN TO t.E OR PRODUCED :eO'tnN~""t fC~IJ""fw AS IDENTIFICATION
AND V' DID _ DID NOT TAKE AN OATH, K~OWN TO BE THE PERSON DESCRIBED IN AND
WHO EXECUTED_THE /FOREGOING INSTRU'JENT OF DEDICATION AND ACKNOWLEDGED .tHE
EXECUTION THEREOF TO BE' HIS FREE' ACT AND DEED AS SUCH OFFICER FOR THE USES ANO
PURPOSES HEREIN EXPRESSED. AND THAT SAID INSTRlJ.4ENT IS THE ACT AND DEEO OF SUCH
CORPORAT J ON. '
WIT"'~SS Mf HAND AND SEAL ON THE ABOVE DATE.
COM\tISSION NlIJBER:~X.2'R.ES oG.-z.r-bS'
(AFFIX NOTARY:SEAL)
d~*.~
IGN
NOTARY PUBLIC
STATE OF (},~~llJ,.11t
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I. BEAR I NGS ARE BASED UPON THE SOUTH LINE OF THE SOUTHWES~ II 4 OF SECT I ON 15 r .
TOWNSHIP 29 SOUTH; RANGE 15 EAST. PINELlAS COUNTY. FLORIOA. BEING ASSUMED AS
N9go 03 129.W. 1 AS S~O\rr'N ON THE MAP OF PLAT.
.
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e. NO P~ENT PRIVATE STRUCTURES INCLUDING MASONRY OR CONCRETE BLOCK FENCES
ARE TO BE lOCATED WnlHN EASEM:NTS. ,UTILITY EASEPJENTS SHALL ALSO BE EASEMENTS
FOR THE CONSTRUCTION. INSTALLATION. MAlNTENANCE. AND OPERATION OF CABLE~
TElEVISION-'SERVICESi PROVIDED. HOWEVER, NO SUCH CONSTRUCTION. INSTALLATION.
MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL lNTERFERE WITH THE
FACILITIES AND'SERVICES OF AN ELECTRIC. TEL~PHONE. GAS, OR OTHER PUBLIC UTILITY,
. IN THE EVENT ACAB~E TELEVISION PROVIDER DAMAGES THE FACiliTIES OF A PUBLIC
UT I L I TY tit' SHA~L ,BI~ SolELY RESPONS I B,LE FOR THE DAft'AGES.
IFLORffDA DES/GtrJ CONSUL T ANTS, INC.
ENGINEi::RS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Drive, Clearwater FL 33759
Tel. (727) 724-8422 - Foxz (727) 724-e606
Certificate of Authorization: l..8 6707
state of Florld'l
..'tJI~E, 2002 JOB NUMBER 180-03.240
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DENOTES NORTH
DENOTES SOUTH
DENOTES EAsr
OENOTES WEST
CENOTES CORNER
DENOTES FORMALLY KNOWN AS
DENOTES FOUND NAIL AND DISK
OENOTES INCORPORATED
DENOTES CORPORATE CERTIFICATION
NUMBER (L4CENSED BUSIN~SS)
CENOTES ~ICENSED SURVEYOR
DENOTES PLAT BOOK
DENOTES PAGE
DENOTES PROfESSIONAL LAND SURVEYOR
DENOTES POINT OF SEGINNING
OENOTES POINT Of COMMENCEMENT
O~NorES PERMANENT REFERENCE
MONUJENl"
DENOTES RIGHT Of' WAY
DENOTES OFFICIAL RECOROS~ BOOK
DENOTES OVER ALL
DENOTES STATE ROAD
. CENOTES SECT lON
DENOTES SET 4~ X 4" CONCRETE
. MJNUMENT PRM LB t0707
DENOTES SET NAIL a DISK
PRM LB 6707
.
3. A TEN (10) FOOT WATER AND GAS MA IN EASBENT L Y I NG FIVE (:;) FEET ON EACH S I DE
OF WATER AND GAS MAINS UP TO ANO INCLUDING ALL,HYORAN1S AND METERS. EXCEPT WHERE
SUCH' MAINS AND RELATED WATER AND GAS FACILITIES MAV L.IE UNDER STRUCTURES.
~ , ....
4. TWO EASEMENTS GRANTED TO tHE CITY OF CLEARWATER. RECORDED IN OFFICIAL RECORDS
BOOK 5371 t PAGE 607. OF THE fUBL I C RECORDS" OF PI NELLAS COUNTY i FLOR IDA r ARE
,
.DESCRIBED AS (i) -A TEN (10) FOOT WATER MAIN EASElENT LYING FIVE (5) FEET ON
I. EACH SIDE OF EX1STING WATER MAINS UP TO ANO INCLUDING ALL HYDRANTS AND METERS.
EXCEPT WHERE ,.SUCH MAINS AND RELATED WATER FACILIT1ES MAY L IE UNDER STRUCTURES..
~ND (II) cAN'lNGRESS AND EGRESS EASEMENT FOR REFUSE AND 'GARBAGE COLLECTIONS AND
Cl,TY OF CLEARW"Tt::I~ SERVICE AND UTILITY VEHICLES OVER .rHE REGULARLY CONSTITUTED
ROADS AND PATHWAYS j~ESIGNATED FOR SUCH PURPOSES..BOTH ~ASEMENTS AFFECT ALL LOrS
.,. . i ", '
5 . DECLARAT f ON !OF REC I PROCAL EASEMENTS AND RESTR I CT I ONS ARE RECORDED IN
~ . OFFICIAL RECORDS BOOK 9957. PAGE 1937t OF THE PUBLIC RECORDS OF'PINELLAS COUNTY,
, FlORIDA;:~ AS *NDlm IN OFFICIAL RECORDS BOOK11Q4!9. PAGE 340. OF THE PUBLIC
RECQRDS OF PINELLAS COUNTY. FLORIDA. THESE RECIPROCAL EASEMENTS AND RESTRICTIONS
AFFECT ALL LOTS. \ .
6. DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA PoiJER CORPORATION RECORDED IN
OFFICrAL RECORDS SOOK 10631. PAGE 135. OF THE PUBLIC RECORDS OF PINELLAS COUNTY.
FLORIDA. -IS D~~~RIBED' AS .A tEN.. ( 10) FOOT $WIDE STRIPS Or LAND LYING FIVE (5)
FEET ON EACH S I DE OF THE CENTE;RL I NES OF FAC ILl TIES.. TH I $ I EASBENT AFfECTS
ALL LOTS. ~ . "
7. EASEMENT.FOR 'INGRESS AND EGRESS ~N FAVOR OF THE CLEARWATER HOUSING AUTHORITY
AND Cl..EARWA TER RET A I L GROUP. L TO. RECORCED .' N Of'F I C I At.. A ECORDS BOOK n 775 I PAGE
1131. OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. THIS EASaENT AFFECTS
AUt. LOTS _ '
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nU~h 'PLAT. IAS RECOflDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE
.. - ... .--....... ... . ...... ,.."..,.-.,........
susolvtOEo LANDS DESCRIBED HEREfN A."il WilL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORlR,.8Y.,~ OTHER~GfW'H!C OR DIGITAl FORM Of 11E PLAT.
. ~I."....~.... -. ...~.:.~.-.:.
THERE tMy st, ,ADDI TlOHAl..' RESTRICT IONS THAT ARE NOT RECORDED ON nHS PLAT THAT MAY
BE FOUND ffi'-m~'PUBLIC RECORDS OF THIS COUNTY. .
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S1 ATE OF Fl.OR I etA ~
COUNTY OF P r NEL.LAS 5
IT IS ,HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECOR~ BY
THE BOARD OF C J TY. ,ccu.41 SS lONERS OF THE CITY OF CLEARWATER. P. NELLAS COUNTY.
FLORIDA. THIS ~ . QAY OF A.'_~:='
APPROVED BY: ~~::Q:
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STATE Or ,FlORICIA t..
COUNTY: OF P I NEt.LAS 5
. . .
I. KARlEEN'f. OEBLAKE~ CLERK OF THE CIR~IT COURT OF PfNELLAS COUNTY, FLORIDA.
HEREBY CERTIFY..THAT THIO PLAT HAS BEEN EXAMIN~D AND THAT IT CO\fJLIES IN FORM
WITH ALL' THE . REQUt REMZNTS OF" 'THE STATUTES OF FLOR 1 DA PERT A I N I NG TO MAPS AND
PLATS. -Wl> .llf^1.'1-HI,S PLAT - HAS BEEN .FILED FOR RECORD IN PLAT _BOQK ~,
PAGE(S}~~"PU8LICAE~OROS OF PINEllAS COUNTY. FLORIDA. THIS ~ DAY OF
~" 209~..~. lffb1 PHI ,. - ..
.t
KARLEEN' .F:. DEBLAKER, CLERK
PINE~lAS COUNTY. FLORIDA
BY:
REVIEWED FOR CONFoRMllY TO
~
~t~
PROFESS i ONAl Sl~. AND MAPPER .
LICENSE NUMBER LS 6289-STATE OF FLORIDA
CITY OF CLEARW~'TER~ PUBLIC WORKS ADMINISTRATION
ENG I NEER I NG DEf-A.QTMENT -
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I. ROBERT C. WRIGHT. JR.. OF FLORIDA DESIGN CONSULTANTS. INC.. ~KER Of THtS
PLAT, DO HERES')' tERT' FY THA T TH' S 1 S. A CORRECT REPRESENTA T t ON OF THE LANDS
SURVEYED . THAT THE SURVEY AND PLAT WAS PREPARED UNDER MY OtRECT~ON AND
SUPERV I S ION. ,AND THAT THE PLAT Cc>>JI?L J ES WITH ALL QF THE SURVEY RECU I ROENTS OF
CHAPTER 177. P~~T ~ OF THE FLORIOA ST~TUTES. I FURTHER CERTIFY iHAT THIS PLAT
~ETS Al;L MATeR I AL. I.~ CMOS I T ~ ON. REQU I RED BY FLOR I DA ST A rUTES 177.091 . AND
THAT ON THE HUh DAV OF JUNE. 2002. PERMANENT REFERENCE MONtAENTS (PR.a.1.S) WERE
PLACED. AS SHOWN HEREON. AND ALL lOT AND/OR TRACT CORNERS THAT DO NOT REQUIRE A
PERMANEN'T REf'EI~ENCE MONUMENT (PRM) WEREIWILL BE SET. AS REQUIRED BY LAW.
SfGNEO ON THIS ~?71.. DAY OF
~Ti/T
~,.
· 2002J
;' ~'.~
,
, PROFESSIONAL SURVEYOR AND ~PPER
L'CENSE NUMBER LS 4965 - STATE OF FLORIDA
FLORIDA DESIGN CONSULTANTS. INC.
2639 McCORMICK DRIVE. CLEARWATER. FLORIDA 33759
CERTIFICATE OF AUTHORIZATION: LB 6707
STATE OF FLORIDA
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BEING A SUBDIVISION 'OF' LAN'O "LYINd'WI,THIN THE SOUTHWEST, 1/ 4 OF:'SECTION1S;, ..
TOWNSHIP 29 SOUTH, RANGE '15" EAST, "CITY OF CLEARW~TER, PINELLAS COVNT.Y,. FLORIDA
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lENGTH,' . CHORD ' '
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L2 NOac' '5' 59uE 39.99'
L3 , $30Cl' 10' 07"E . 65. 77..
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l-5 S I 4ClI44 I 57laW 15.S91
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FLORIDA DESIGN CONSUL T ANTS, INC.
E:NG1NEERS, ENVIRONMENT ALlSTS. SURVEYORS 8 PLANNERS
2639 McC~rmlck Drive, CleClrwater FL 33759
Tel. (727) 724-8422 - FOXr (727) 724-8606
Certificate of Authorization: LB 6707
State of Florida
JUNE9 2002 JOB NUMBER 180-03.240
1I0T t'c&:.t: ........:. . .~:~:.:;~:',..:'::.:~:
_ . .. -....-.....
. TH I S' - PLATT-AS " RECORtJEn- fN--H'S GRAPH I C FORM. I S THE OFF J C I AL DEP I en ON OF THE
SUaDIV~DSD LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AiJmORIT'l:,a:l';.~Nf'Ol\itB'rGRAPHTC DR DIGITAL FORM OF THE PLAT.
..... ,-.
THERE',NAY .eE:ADQ..ITIJ)NAL: RESTR ICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT ~y
BE FOUND IN THE PUBLIC RECORDS OF' THIS COUNTY. '
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