SGN2003-05015 (2)
SGN2003-050 15
26244 US Hwy 19 N
J Park Warld
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'PROJE"C'T" LOCATION MAP
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~E~Al DESCRrPTIO~
A trJct of ldnd lying in the Nor-theas.t 1/4 of Section 31, To....nship 28 Scutt').
,R J ~,q e 16 E d S t , and the Sou the d S t 1/4 0 f 5 e c t i 0 t) 30. Tow n s ~ i p 28 Sou t h. R a ()!] e
16 East. Pi."'\~lldS. County. Florida, and belng :roor€: oarticularly described as
f() t lows:
Co rr.l1\ e n c. eat t h ft Nor t h.e a S t co:" n ~ r 0 f See t \ 0 n 3 1, To '..a'\ S hip 28 Sou t h, Ran q e 16
EJst. the. same b~ingi't:he Southeast corner of'Se'ction 30, Jo.....nshlp ie South,
? .:} :-, q e 16 · East. Pin e lla s County; r 1 0 i ; d a ; thence S 8904 7 I 0 7 I' ;.J ~ 10 n 9 the North
i irle of said Section 31, for 1574,24 feet. to the we~te~~y (,lght"of-'",,~y f )r1~
of U. S. Highway 19 ,eState Road 55) I for the POINT OF aEGINNING~ thence
S .1~~oSJ'~4u E along said right-of-way. for 1080.02 feet. to a point of
curvature~ thence southeasterly dlong said riglit-of-way on the arc of 3 curve
concav~ 'to the Southwest, and having a radius,-,Qf 2764.91 feet. centra). angle
~; f 000') 9 I 05 it, d r C 1 en 9 t n 0 f 4 7 . 52 fee t. to a '00 i n t 0 feu r v 3 t u reo f a cur v e
ccnCdve to the Northwest: thence southeily along said curve having a radius of
?S.uQ feet and a central angle of 99034'591\. for 43.45 feet, to a point of
:angency on the, ~ortherly rignt-of-way ljne of Ente~prise Road, a rig~t-of-way
30 feet in width; thence along sald rlght-of-way 1,ne for the followlng seven
(7) co...('ses; (1) S 57040' 1011 ''''', for 33.39 feet, to a point of curvature:
(2) t~ence southwesterly along the arc OT a curve concave to the NorthwGst and
~,J\ling a radius of 660.00 feet. central angle of 32020'00". arc length of
3 7 2 . ~ S fee t . to a POl n t 0 f ~ a n 9 e 11 c y : ( 3) the nee · N 890 59 I SO CI W, for S 9 5 . aD
.'?~t, to .a point of curvature; (4) thence north'Westerly along the ar: cf a
::",rve concav~ to th~ tJortheast and having a radius of 505.35 feet, centra'
'angle of 78043120. arc 1er.g7.h of 695.02 feet, :0 a ;Joint of tange!icy;
\ ~; the n C .: N 1 : 0 16 ' 3 0 I'..,', for 3 2 2 . 2 2 fee t. t 0 a poi n t 0 i cur vat u r" e: (5) t. :i ~ nee
~Q't~~esterly along tne arc of a curve concave to t~e South~est ar.c ~av1~g a
"aCtus or 673.45 feet, central angle of 24051'580..arc length.of 292.27 feet,
to a pOlnt of tangency; (7) thence N 36008128" W, for 123.04 feet; thence
~ 5]051'32" E, for 167.24 feet; thence N 70039123" ~. fer 158.97 feet; :~e;'\ce
~~ S 3 Q 511 3 ZII E. .fo r 325 . 00 fee t t tot hew est e r 1 y r i (} 1\. .. 0 f .. .... a y 1 i n e 0 f U. S.
~';hway:9 (State Road 55), being. a 200"foot ...iG~.t""d("'way~ :nence
S '~ 2 c 5 3 . ~ ~ If E a 1 0 n g sa' d we S t e r 1 y r; 9 h t .. 0 f .. W' a y i i rl e. .; C j 609; S 9 fee tIt 0 t i1 e
?~ : ~t 'J F g E G HHJI N G . con t a i n i n 9 30 . e 9 a ere s, en 0 reo r 1 e s S, .-1 :1 d sub j e c t to
~~~~-er.~s of r~co~d.
, . OT E : .
~NY RETEf~ION AREA FILLED FOR CONSTRUCTION PURPOSES WILL BE
~,c?LACED BY EXCAVATlf,G ADDITIONAL RETENTION ,\T LOCATIOUS
~:JI;';BLE TO THE CITY OF CLE;~;:(WATER. SHOULD A BUILDING OR A
::~TION THEREOF BE CONSTRUCTED OU PILES TO ALLOW FOR STORr~JATER
:~:J~J,GE BEf.EATH THE BUILDING, THE OWNER AGREES THAT AT t~O Trr~E
r:ILL THE ,~REA BENEATH THE BUILDING BE FILLED THEREBY ELIf-1INATIHG
-~E STORAGE CAPACITY AND THE O'rl,NER \~ILl ENTER INTO A WRITTEN
:~REEr~Errf WHICH ~IlL PROVIDE RESlR!CTIOHS ~.JHICH WILL RUN WITH
iHE LPND. UPON SUBt1IrTAL OF CONSTRUCTION DRAWINGS FOR iHIS
~.;!~QHtG, Th~ EXACT LOCATIOr~ OF THE BUILDING, EXCAVATlor~ AREAS.
~t,O OTHER SiORff..JATER DESIGN FEATURES WILL BE SUBr~ITTED FOR
KEVIET/A?PROVAL.
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J '~ ~ 'n~%I*J("w",,,'~""~-<<~"~lFv (if 11-'IIiUllU't\~nP'''Iw'\:!_wJ''': f'i1floY'lI'$V..'.,'"..... 'JIV'..........,.;.li., i--~- .
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Ctlrtif L~tl all C1 true ntHl correct copy. lUnar Site Plan Change approved by
City Hnnnger Nov. 8, 1988. WltneA9 I1lY hond t1nd the Seal of tne City of CleanoJater
Florido thie fourteenth dllY ?f Novemher, 1988.
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Afuendment suhJect to
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D puty Cit Clerk
the conditione of approval certified August 29, 198
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~,j7E: THIS PLAf1 S~10WS A TOTi\L OF j6~.0G\J Sr: OF RETAIL SP';CE M~'J
21.~80 SF OF OFFiCE SP,I'\CE FOK ~ TOTAL OF 246.000 SF. ~H!S
IS 10,000 SF LESS THA;~ THE OKIGIN:'.L PLA;'~ FOR 256,000 SF
::1QO,OOO SF RETAIL; i56,OOO SF GF~ICE).
5.6 ACRE~
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PERF'ANENT ?:'~~:~-:- I Gt; ,..;~::A
2.2. ACRES
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(~).3 ACRES'
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TO TO BE
';EMAIN REMOVED
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OCT 4 1988 ~
~.,rLJI:~G h~IGHT \"'~.;;<.)
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"',orE: OF TH~ 1.237 SP/\CES. )4 (~RE r~ rHE PROPOSED 40'
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:iOTE~ RELOCATE RAW WATER LINE AND 20'
EASEMENT IN THIS AREA.
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~EGEND
4
E X 1ST It1G
?ROPOSED
BY ~WfS-
8" SANITARY SEWER LINE
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STORM SE!~ER LH~E
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SANITARY MANHOLE
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STORM DRAIN INLET
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~ND EASEMENT
?GND AREA.
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~ 8" WATER MAIN
!J.. FIRE HYDRANT
N/A CONTOUR
---- 0 I RECTI ON OF Onfd NAGE FLOW
~1~0_29
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:J 0 R T H L.l N ESE C T 10 N 31
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GATE VALVE
NUMBER OF HANDICAPPED
PARKING SPACES
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NUMBER OF PARKING SPACES
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spor .ELEVATION
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EXISTING DETENTION POND
BUILDINGS
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DRAINAGE EAS~~ENT
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IttDICATES COriCEPT FOR FUTURE DEVELOPM€UT.
CONFIGURATION OF BUILDINGS AND UTILITIES
~.AY CHAttGE, SUBJECT TO APPROVAL BV THE
CITY OF CLEARWATER.
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C.,LL s~,~nr.';RY LINES .;~E .,,, .::'. .-~~LESS OTHERWISE NOTED.
NOTE: TREE LOCATIONS PERTAIN TO
SHADED (UNDE VE LOPE 0) AREA ONLY.
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ALL :~ATEK t~AINS ARE 8" 01A. ''';;iLESS OTHERWISE NOTED.
:~LL ROADS ARE INVERTED CROWN. ~HNIMUM SLOPE IS 0.50%.
EASEMENTS REQUIRED FOR ANY PUBLIC OWNED UTILITIES OR
SERVICES PROPOSED I~ cormECTION WITH THE DEVELOPMENT
TO BE PROVIDED UPON DETERMINATION OF FINAL UESIGN
:.~~D GRANTED UPON RECORDING OF FINAL PLAT.
!NTERNAL ROADWAYS AND DRIVES TO BE MAINTAINED BY OWNER.
;.~I\Xn1UM FIRE HYDAANT SPACING IS 300'.
::JLET LOC,\TIONS MAY BE REVISED DURING DEVELOPMENT OF
:::T.ldLED CONSTRUCTION PLANS, Ai.D"WILL COMPLY WITH THE
:~GULATIONS OF THE CItV OF CLEARWATER.
:~ILDH,GS AND/OR OFFICES WILL BE INDIVIDUALLY METERED'.
::~:~PSTER lOCATIons \~ILL BE COORDINATED WITH THE SANITATION
~~?ARTMENT OF THE CITY OF CLEARWATER.
:"OCA'~ I ON OF ROADWAY CQiWECT 1 O~iS TO u. S. HWY. 19 TO BE
CJORDINATED WITH FLA. D.O.T.
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-rqEE LEGEND
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PINE
:0:> ~~,GLE PARKING STALL DIMENSIONS TO BE 10' X 21' WITH
..~ 18' ';ISLE \~IDTH. P~RPENDICULAR PA~KING STALL
'~ : >~ ENS ION S TO B'E 9' X 1 9 I 1,.J I I H to 24' A I S L E WID T H .
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PLANNING.
DEPARTMENT,
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REVISED
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