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I Issue Oale:'" 01/03/00
Revisions:
No. Date Description
Lt 01/13/00 .LOG, DRIVES
~ 01/ 20 / 00 PARKING
~ 02/10 / 00 .LDG, DRIVES
& 02/ 18 / 00 PER CITY COMMENTS j
&. 02/ 24 / 00 D.R,C. COMMENTS .
&. 03/ 30 / 00 :.1r:VEflUE '
& 04/11/00 REUICATHNTRANCE
&. 05/ 18 / 00 PER CDB COMMENTS
& 05/ 22 / 00 PER CITY COMMENTS
A 08/ 05 / 00 PER CITY COMMENT~
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@ JUNCTION BOX 7.0 3.3
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F.D.O.T. INDEX 272 ---
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Revisions: :;
No. Date Description"
&. 01/13 /00 BLOG, DRIVES r
~ D1/ 20 / 00 PARKING
.4. 02/1D / 00 BLDG, DRIVES
& 02/ 18 / 00 PER CITY COMMENTS Ii
.&, DZ/ 24 / 00 D.R.C. COMMENTS "
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[ Issue ilate: 01/03/00
1====00----",.
Revisions:
,No. Dote Description
,1\ 01,/13 / 00 BLOG, DRIVES
It\ 01/20 i 00 PARKING
/~ 02/'0 ; 00 BLOG, DRIVES
,it 02/ ,. / 00 PER CITY COMMENTS
& 02/ 24 > 00 D,R.C. COMMENTS
Lt. 03/30 / 00 =:VEIIIIE
L't 04/ 11 i 00 RELOCATE ENTRANCE
~ 05/ 18" 00 PER CD. COMMENTS
,~ 05/ 22 , "00 PER CITY COMMENTS
,10, 08 / 05 " 00 PER CITY COMMENTS
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LANDSCAPE REQUIREMENTS
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2 PROPOSED TREES
12 PROPOSED PALMS (EQUIVALENT TO 4 TREES 0 A 3:1 RATIO)
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GEORGIA ST. FRONTAGE - 182 LF
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SOUTH ADJACENT PARKING LOT FRONTAGE - 188 LF
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PROPOSED 14 STORY TOWER
BUILDING TWO IRIGHTI
SYM.
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BOTANICAL NAME
COMMON NAME
SPECIFICA liONS
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Lageratroemla indica
"Natchez"
Ugustrum. spp.
Magnalia grandiflora
Phoenix dactylifera 'Medjool'
Phoenix recllnata
Natchez Crape Myrtle B/B, 4" cal., multi-trunk
10-12' ht. x 4-6' sprd.
Ugustrum Tree B/B, 10' ooh x 10' spr., Full canopy
Magnolia B&B, 4" cal. , 16'-18' ht.. 5' C.T.
Medjaol Palm B&:B, 14' c.t.
Senegal Island Dale Palm B&:B, 20'-22' aah, Min. 9 siems 014' c.t.
. .
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PROPOSED 14 STORY TOWER
BUILDING ONE ILEFTI
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B&B, 4" cal.. 16'-18' ht. x 7' sprd... 5' c.t.
B&B, 14'-22' c.t. his. Slagger heights.
B&B, 18' c.t. hts. Matching heights.
20 Quercus virginiana
36 Sabal palmetto
10 Washingtonia robusta
Uve Oak
Cabbage Palm
Washingtonian Palm
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EXISTING PAVEMENT
TO REMAIN)
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BUILDING FACADE
FACING ROAD
Coccoloba wifera
Nerlum oleander
Viburnum suspensum
Raphlolepis Indica 'Alba'
Plumbaga capensis
Nerium Oleander 'Petite Pink'
Strelilzia reginae
Lantana camara 'New Gold'
Uriope muscari 'E. Giant'
Uriope muscari 'Variegata'
TrachelOlpennum asiaticum
Sea Grape
Oleander
Sondankwa Viburnum
Indian Hawthorn
Blue Plumbago
Dwarf Pink Oleander
Bird of Paradise
Gold Lantana
Giant Liriope
Arlec Grall
3 gallon, 20" ht. x 20" sprd., 36" o.C.
3 gallan, 20" ht. x 20" sprd" 36" o.C.
3 gallon, 20" ht. x 20" sprd" 36" o.C.
3 gallon, 18" ht. x 18" sprd., 30" o.c.
3 gallon, 20" ht. x 20" sprd., 36" o.c.
3 gallon, 1 B" hI. x 18" sprd,. 30" a.c.
3 gallon, 18" ht. x 18" sprd.. 30" a.c.
1 gallon, 12" hI. x IS" sprd, , 24" o,c.
1 gallon, 12" ht. x 12" sprd" 24" o.c,
1 gallon, 12" hI. x 12" sprd,. 24" o,C.
1 gallon, 8" hI. x 12" sprd., 24" a.c.
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Stenotaphrum secundatum
"Floratam"
Paspalum notatum
"Argentine"
Seasonal Annuals
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SI. Augustine Sod
"FJorotom"
Argentine Bahiagrass
Sad
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fLME
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Mulch TeD Shredded Cypress Mulch Grade 'A', 3" Layer
TBD.. TO BE DETERMINED BY LANDSCAPE CONTRACTOR
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GENERAL NOTES
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RBAIJONBD 08CIlIXA AVI!N1JB
" AU. IANDSCN'E 1IA1tRW. SlW.L BE ~ IID.l GRADE Of' BET1tR AS $n....1t.U IN CR.lllFS AND STANlIARllS rDR
NlJll!DY PlANTS PARTS 1 AItl I, 81' 1HE DMSION Of' PlANT 1NIlUS1R'l', ~ DEPNmtENf OF AGRICULTURE AND
CONSUIIER SEJMCES, AND SHAll. CONFORM TO CURRENT AMERICAN ASSOCIATION OF NIJRSE1mlAN STANDARDS fOR NURSERY
STOCK. lANDSCAPE MAltRW. SHAll BE 1NSTAU.fD ACCORIllNG TO SOUND NURSERY PRACllCES.
2. AU. REQUIlED PERIMEIER SHRUB 1IA1tRW. SIW.I. BE A IllNlIIUII Of' 24" HEIGHT AT 11lE. T1IIE Of' INSTALlATION AND
SP~ lID GRE'AlER 11lAN 38' ON CENfER. INSTALlAllDN Of' PROPOSED SHRUBS SHAll NOT ADVERSElY IMPACT EX1ST1NG
TREE ROOT SYSTEMS AND SHAll BE F1ElD AIWSlEIl IF NECESSARY.
3. AU. REQUIlED CNIOPY l1lf:ES SIW.I. BE A IIINIM\JII Of' 12 FT. lMRAU. HEIGHT Wl1H A MINIllUM 4" TRUNK OOPER
(MEASURED e' FROM GRADE) AT 11lE 'I1ME Of' PI.ANT1NG. AIWST TREE LOCATIONS AS NECESSARY TO AVOID CONFUCTS
Wl1H lII1UTIES, OBSIRUCl1ONS, ETC. REfER TO 1IA1ERW.S SCHEDUlE rDR EXACT SPECIFlCAllONS.
4. PROPOSED TREES SIW.I. BE LOCATED A MINIMUM Of' 5 FtIT FROM IWlOSCAPE E1.EIIOI1S, SHRUBS SHAlL BE SP~ED
A MINIMUM OF 2 FEET FROM IWlOSCAPE EllIIENTS (e.g. 8UIUllNGS, WAUCS, CURBS, DRIVES, ETC.)
5. AN AUIllIIATIC UNDERGROUND IRRIGATION SYSTEM SHAll. 8E 1NSTAU.fD TO PROVIDE 100 1I C<MRAGE AND/OR IIAINTNN
11lE I.NlDSCAPE mA IN A H[ALTIfY IWINER.
e. AU. PINmNGS SIWJ. BE IIUl.CHED Wl1H A MINIIIUII 3" LAYER. AU. TREES IN LAWN mAS TO HAVE A 8 FT. DIAMETER
MUlCH RING AROUND 11lE 1RUNK.
7. 11lE lANDSCAPE CON1RAClllR SIW.I. SOD AU. DtSTURIlED AREAS.
e. 11lE CON1RAClllR IS RESPOIlSlIllI rDR 11lE ClEAN-UP 011' 11lE PREIIlSES AND REMOVAl. OF ALL DISCARDED AND
SURPlUS MA1ERW.S AND RU88ISH.
9. 11lE lANDSCAPE CON1RAClllR SIIoU VERIFY 11lE LOCATIONS Of' EXISTING TREES, SHRUBS, AND LAWNS. PRIOR TO
INSTALlATION OF PROPOSED IIAmIW.S, EXl1IANEOUS 1IA1tRW.S S\ICII AS ROCKS, llEIIRIS, IJIoW:CEPI'AIIlE SOILS, BUILDING
IIATERW..S, OR N<< 0fHER IIAmIW.S lllAT IIAY BE A DEfRIlIENI' TO 11lE HEAL11l Of' 1HE PlANT MATERIALS SHALL 8E
REMMD. Ttf[ PUN LlYOOr ~ CfMRN 'M NjM ~ OF' DDnDlItU'ft lANDSCAPr YAmuL
EX, RETENTION BASIN
~,.. Oak
NEW 4 SIDEWALl<
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PARKING
EXISTING PAVEMENT
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TREE
PRESERVATION
NOTES
LANDSCAPE ARCHITECT
-
ALL TREE ROOTS EXlISllNG WITHIN PROPOSED 'MPROIlEMENT AREAS AND
ORIGINATING FROM A PROlEClED TREE WHERE SHOWN ON THE PLAN,
SHALL BE SEVERED (CLEAN AT THE UMITS OF THE PRESERVED AREA,
ALL TRIMMING UNDERtTAKEN ON A TREE PROlECTED BY 1llE PROVISIONS OF
THE LAND DEVELOPMIENT CODE SHALL BE PRUNED IN ACCORDANCE WITH
THE NATIONAL ARBOIRIST ASSOCIATION (NAA) PRUNING STANDARDS.
ALL TREES TO REMAIIN, WHERE INDtCATED ON THIS PLAN, MUST BE
PROlECTED BY TREE PROlECl1ON BARRICADES MEEllNG 1llE MINIMUM
STANDARDS REQUIRED BY THE CITY OF CLEARWAlER,
DURING LAND AL lERA liON AND CONSTRUCl1ON ACl1V1l1ES, THE CONTRACTOR
SHALL NOT REMOVE ''VEGETATION BY GRUBBING OR PLACE SOIL OR
DEPOSITS. DEBRIS, S<<ll..VENTS, CONSTRUCl1ON MAlERIAL, MACHINERY OR
01llER EQUIPMENT OfF ANY KIND WITHIN 1llE DRIPUNE OF A TREE TO
REMAIN ON THE SllE UNLESS 01llERWlSE APPROVED BY 1llE CITY.
ANY AREAS SUBJECT' TO EROSION MUST BE ADEQUAlELY STABIUlED WITH
VEGETATIVE MATERIAIL THAT WIlL, WITHIN A REASONABLE TIME FRAME,
DElER SOIL DISTURBANCE. SOODING, PLUGGING, SPRINGING OR SEEDING IS
ACCEPTABLE FOR STiABIUZATION; HOWEVER, SOODING MAY BE REQUIRED IN
AREAS OF EROSION-IPRONE SOILS OR WHERE SLOPES ARE GREAlER THAN 5:1.
'VEGETATION OTHER l'HAN GRASS IS ACCEPTABLE UNLESS 01llERWlSE SPECIFIED.
DATE
TREE'LEGEND
4 EXlSl1NG PALM TREE TO REMAIN (SIZE AS NOTED)
,0" Palm
. EXlSl1NG EVERGREEN TREE TO REMAIN (SIZE AS NOTEO)
,OIN EVERGIlmI
~ !IN OAK EXlSl1NG OAK TREE TO REMAIN (SIZE AS NOTED)
SHEET:
10. 1HE lANDSCAPE CON1RACfOR SIIoU BECOIIE ACQUAINTtD Wl1H RElATED SIfE IMPRO't'EllENTS INCI.UDING SIfE GIWlING,
PAVING, AND AU. lmJ11ES lWAlER, SEWER, POWER, CABlE, ETC.) TO PREa.UDE N<< MISUNDERSTANDINGS AND ENSURE A
llIOUBLE FREE INSTALlAllOIi,
11. 1HE EXACT LOCATION or EXISTING AND PROPOSED SIR\JC1\JRES, UNDERCROUND UfIUfIES, AND PIPES, ETC.. MAY NOT
BE AS INDICAlED ON 11lE DRAWINGS. 1HE CON1RACTOR SHAlL BE RESPONSIU TO llEI'ERMINE 11lE LOCATION or THESE
I1EM5 AND SIW.I. CONDUCf HIS WORK IN A IWlNER TO PRE\DIT INlEIlR\J'TlON OR IWWlE TO EXIS11NG SYS10IS WHICH
IIIIST REIIAlN OPERATlONAL 11lE CON1RACTOR SIW.I. PROTECT EXIS11NG STRUClURES AND UT1U1Y SERVICES WHICH MUST
REIWN 0PERA11ONAI. AND SHAll. BE RESPONS1BI.E rDR 11lE1R REPAlR/REPlACEMENT IF IlAIWlED BY HIM.
12. CONfRACTOR SIIoU CALL SUNSHINE STATE ONE-CALL AT LEAST 48 HDURS PRIOR TO N<< EXCAVAllON ~,
(1-800-432-4770)
I)
CALL 48 HOURS
BEFORE YOU DIG
It's the Lawt
1-800-432-4770
L 1 .1
SCALE: 1e-30'-0.
ROOT PRUNING:
ALL TREES TO REMAIN SHALL HAVE THEIR ROOTS PRUNED
Wl1ll A DOSCO ROOT PRUNER OR EQUIVALENT. IF THEIR ROOTS
ARE Wl1llIN AN AREA TO BE DISTURBED.
ROOTS SHALL BE PRUNED AT THE LIMIT OF CONSTRUCTION
ACl1V1TY.
o
30
I
40
I
50
,,-
SUNSHINE STATE ONE CALL OF FLORIOA, INC.
-----.
EAST EDGE CUT P-36 INTRACOASTAL WATERWAY
o
RAIN BIRD 1806 POP-UP SPRAY (ARC/ NOZZLE AS NEEDED)
HUNTER PGP / PGM POP-UP ROTOR (ARC/ NOZZLE AS NEEDED)
RAIN BIRD PEB-150 1.5" REMOTE CONTROL VALVE
POINT OF CONNECTION - 1.5" POTABLE WATER METER
UTILIZE RECLAIMED WATER, IF AVAILABLE
1.5" BACKFLOW PREVENTlON DEVICE
(CHECK LOCAL CODES)
RAIN BIRD ESP-12LX+ HYBRID IRRIGATlON CONTROLLER
W/ MINI-CLICK *502 (SEE IRRIGATION NOTES FOR INSTRUCTIONS)
MAIN LINE - SCH 40 PVC - SIZED AS INDICA TED
LATERAL LINE - PVC CLASS 160 - SIZED AS INDICATED
NOTE: ALL LATERAL LINES NOT SIZED SHALL BE 3/4"
SLEEVlNG - PVC SCH 40 (SEE IRRIGATlON NOTES FOR SIZING)
PROJ. NO.: C035000K
SCALE: I" = 30' 0"
DAlE: 05-22-00
DRAWN BY: KC
CHECK BY : JER
REVISIONS
6
6
6.
PROPOSED
BOAT DOCKS
IRRIGATION LEGEND:
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CLEARWATER
HARBOR
eXIST!
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SEA WALL
TO ReMAIN
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IRRIGATION NOTES:
NEW STORMWAlER
RETENTION AREA
CIIl WAY ..
OSCEOLA AVENUE
GO _ MinAu.T VMlaiII
)
IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE
EXISTING UTILITIES. IRRIGA~N CONTRACTOR SHALL VERIFY EXISTING
UTILITIES. IRRIGATION CON ACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REPAIRS OF AN DAMAGE CAUSED BY HIS WORK.
ALL MAIN LINE PIPING SHALL BE BURIED AT A DEPTH TO HAVE A MINIMUM
COVER OF lB". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF
12".
IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL
HOOK-UPS.
SUPPLY PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS, AND CHIPS
PRIOR TO THE INSTALLATION OF THE BACKFLOW PREVENTOR.
SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS.
MINIMUM SLEEVE SIZE SHALL BE 2".
12" HIGH POP-UPS SHALL BE USED IN ALL SHRUBBERY AREAS.
SUPPORT THE RISER WITH A 115 REBAR STAKE AND NYLON CABLE TlES.
ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE
CONTROL VALVES SHALL BE AWG SIZE 14, TYPE UF DIRECT BURIAL, SINGLE
STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TlED TO THE
BOTTOM OF THE MAIN LINE PIPE W/TIES AT 10' INTERVALS. WIRE BURIED
IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 1/2" CL 160
PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16".
IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY
A CERTlF1ED TECHNICIAN,
BACK FLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY.
REFER TO THE LANDSCAPI: PLAN WHEN TRENCHING TO AVOID TREES AND
SHRUBS.
ALL PVC PIPING FOR MAINLINE ,SLEEVES AND RISERS SHALL BE SCH. 40.
ALL OTHER PIPING SHALL BE CLASS 160 OR 200. REFER TO CODE REQUIREMENTS.
ALL POP-UP ROTORS ANP SPRAYS SHALL BE INSTALLED USING AN lB" FLEX
PIPE CONNECTION.
ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND
WALLS.
THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING.
IRRIGATlON CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON
REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM
THESE DRAWINGS, THE AS-BUILT SHALL LOCATE ALL MAIN LINE PIPING,
CONTROL WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD
SURF ACES.
ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE
INSTALLED IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3" BED OF
PEA GRAVEL.
ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE
INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE
AREAS.
ALL RISERS SHALL BE PLACED A MIN. OF 12" FROM ANY SIDEWALK, PATIO
OR ROAD.
CL
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MASONRY FENCE
PATIO PATIO
PATIO ~
PATIO NM:NE
PARKING GARAGE
SIOEWALK
PROPOSED 14 STORY TOWER
BUILDING TWO IRIGHn
SIDEWALK
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6' HIGH lUCK
~ IRON FfNCE
W/6 MAX. OPENING
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BUILDING ONE ILEFTI
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EXISTING PAVEMENT
(TO REMAIN)
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LANT MATERIAL
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-------------------------
\
10' LANDSCAPE BUFFER
VALVE OEeIQNATION ClUIDE
NOTE: IRRIGATION SHALL BE
INSTALLED WITHIN RIGHT OF
WA Y EASEMENT TO PROVIDE
100~ HEAD TO HEAD COVERAGE
TO ALL LANDSCAPE AREAS. ALL
SPECIFICATIONS SHALL BE IN
ACCORDING WITH THIS PLAN
AND APPROVED BY THE CITY
OF CLEARWATER PRIOR TO THE
ISSUANCE OF AN IRRIGATION
PERMIT.
BACKF1.0W PREVENTOR
TEST COCK
EXACT CONTROLLER LOCATlON TO BE COORDINATED WITH AN OWNER'S
REPRESENTATlVE PRIOR TO INSTALLATlON.
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CONSULTANTS
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ASSISI'ANTS
, 12
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CONTENTS:
LOWER. PARKING LEVEL 1
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"PPto-' GIll C4mputor RIo
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LEGAL DESCRIPTION:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 35, TOWNSHIP 26 SOUTH,
RANGE 16 EAST, PASCO COUNTY, FLORIDA, FOR A POINT OF REFERENCE;
THENCE ALONG THE NORTH BOUNDARY LINE OF THE NORTHEAST 1/4 OF SAID
SECTION 35, N 89 '29'16" W, A DISTANCE OF 260.00 FEET TO THE WEST
RIGHT-OF-WAY OF MITCHELL BOULEVARD AS DESCRIBED IN OFFICIAL RECORD
BOOK 1939, PAGES 0244 THROUGH 0246, INCLUSIVE, OF THE PUBLIC
RECORDS OF PASCO COUNTY, FLORIDA; THENCE ALONG THE WEST RIGHT-OF-
WAY OF SAID MITCHELL BOULEVARD S 00 . 39'16" W, A DISTANCE OF
320.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF MITCHELL BOULEVARD AS
DESCRIBED IN OFFICIAL RECORD BOOK 1939, PAGES 0240 THROUGH 0243,
INCLUSIVE, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE
ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID MITCHELL BOULEVARD AND
THE NORTH RIGHT-OF-WAY LINE OF MITCHELL BOULEVARD AS DESCRIBED IN
OFFICIAL RECORD BOOK 1469, PAGES 1422 THROUGH 1426, INCLUSIVE, OF
THE !PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, N 89 ' 29'16" W, A
DISTANCE OF 1007.07 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE
N 89' 29'16" W, ALONG SAID NORTH RIGHT-OF-WAY LINE, 39.49 FEET;
THENCE 125.66 FEET ALONG THE ARC OF A CURVE CONCAVE TO THE
SOUTHEAST, HAVING A RADIUS OF 80.00 FEET, CHORD N 45 . 30'44" E,
123.14 FEET TO A POINT OF TANGENCY; THENCE S 89 ' 29'16" E, 122.97
FEET; THENCE N 00 '30'44" E, 0.50 FEET; THENCE 26.04 FEET ALONG
THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
49.50 FEET, CHORD N 75 ' 26'21" E, 25.74 FEET; THENCE
S 001039'16" W, 37.20 FEET; THENCE N 89 ' 29'16" W, 138.24 FEET TO
A POINT OF CURVATURE; THENCE 78.54 FEET ALONG THE ARC OF A CURVE
CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 50.00 FEET, CHORD
S 45 ' 30'44" W, 70.71 FEET TO THE POINT OF BEGINNING.?
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Revisions:
No. Date Deseril
& 01/13/00 BLOG, OR
J:.:, 01/20/00 PARKING
~ 02/10 / 00 BLOG, DR
it 02/16/ 00 PER CITY CC
& 02/ 24 / 00 O.R.C. COI
& 03/30/ 00 =='1'VEIII
.1, 04/11/00 REL0CA1HI
&. 05/18/00 PER CD8 COI
& 05/ 22 / 00 PER CITY COI
A 08/ 05 / 00 PER CITY COI
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THIS DRAWING IS Mol INSTRUMENT or SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED. PUBLISHED OR USED IN ANY WAY WITHOUT
THE CONSENT OF THE ENGINEER. @COPYRIGHT 1999 NOT PUeUSHED
COPIES OF THESE PlANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
w.o" 2570
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A - 15.96'
C - 15.68'
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.. Point of Commencement
.. Point of Beginnin!j
- Doto per Description
- lAeasured Data
- Colculoted Data
- Page (s)
- Officiol Record Book
- Plot Book
- Radial Line &: Direction
- Radius
- Delta Angle
- Top of Curb
F.I.R.
F.P.P.
F.O.P.
P.C.P.
F.C.lA.
S.I.R.
LB
P.L.S.
C.S.
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S/W
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LEGEND
.. Found Iron Rod &: Cop
= Found Pinched Pipe
.. Found Open Pipe &: Cop
.. Permonent Control Point
= Found Concrete Monument
.. ~t Iron &: Cop L.S. II 2865
= Corporate Certificate Number
- Professional l.and Surveyor
= Concrete Slob
- Concrete
= Sidewalk
.. Centerline
E - Edge of Pavement
CIP '" Cost Iron Pipe
SMH - Storm Sewer lAanhole
M.E.S. .. lAitered End Section
T.O.B. '" Top of Bonk
T.O.S. - Toe of Slope
G - Gutter
OHW '" Overhead Wires
FHA .. Fire Hydrant Assembly
LA .. Londseope .\reo
C/C - Covered Concrete
EI - Elevation
R/W
N/C
C.B,S.
G,E,
G.!.
I.E.
WM
ClAP
RCP
GV
PP
W
gas
S
- Right-of-Way
= No Cop
.. Concrete Block Structure
- Grote Elevotion
.. Grote Inlet
.. Invert Elevation
.. Woter Meter
.. Corrugated Metal Pipe
.. Reinforeed Concrete Pipe
.. Gate Volve
- Power Pole
- Water Line
.. Gas Line
- Sanitary Line
-
"NORTH TOWER"
~
DRAWN BY:
J.V.E.
CH€CKED BY:
D.J.E.
JOB NO.:
2570
~l<'
a
SECTION 09, TWP. 29 S" RGE, 15 E.
PINELLAS COUNTY, FLORIDA
N;RTH~ ~
GRAPHIC SCALE
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.. SOUTH TOWER"
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I
Surveyor's notes:
1) Features shown hereon were determined by standard field surveying observation,
2) THE ELEVATION SHOWN HEREON ON BASED ON CITY OF CLEARWATER BENCHMARK NO. F-5
HAVING A PUBLISHED ELEVATION OF 7.214' N.G.V,D, (1929).
(INFEET)
1 inch .. 30 It.
D/W
lA.O.L.
+/-
Ae.
C.P.B.
D.B.
WI/
SSlAH
FPMH
Pkg.
.. Driveway
.. More or Less
.. Plus or Minus (more or less)
.. Acres
'" Condominium Plot Book
= Deed Book
.. POWER POLE
- Water Valve
= Sanitary Sewer Manhole
= Florida Power Co. Monhole
.. Parking
= Light Pole
eo
I
SURVEYOR'S CERTIFICATE
I hereby certify that the SURVEY depicted hereon was
performed under my RESPONSIBLE CHARGE on the date(s)
shown, and meets the MINIMUlA TECHNiCAl STANDARDS set
forth by the FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS in Chopter 61G17-6, FLORIDA ADMINISTRATIVE CODE
pursuont to Section 472.027, FLORIDA STATUTES. NOT VALD
W\'nolOUT TH!! :TUl"Ie NoD THI! OI'IOINAI.. FlAl!Et.' -......
01" A I"I..OM)A MAPPER.
DATE: FES, 18, 2000
SCALE I" = 30'
SHEEr
1
2
""ROIL .1
500'05'18' W
OF
GEODATA SYSTEMS JNt
"'ri:::~';:.i
369 MEARS BOULEVARD "';j"ii}f,.'\.i
,
OLDSMAR, FLORIDA
PHONE: (727) 441 -2004
....
.'
..,.,
w.o. 2570
BOUNDARY &
TOPOGRAPHIC
SURVEY
p&DA:'l 1
LOTS 8 .. 9 OF A. B. .. JENNIE CATES SUBDIVISION, ACCORDING TO lHE
MAP OR PLAT lHEREOF AS RECORDED IN PLAT BOOK " PAGE 64, OF lHE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND BEGINNING AT A
POINT OF INTERSECll0N OF lHE NORlH LINE OF LOT B OF A. B. Ie JENNIE
CATES SUBDIVISION WllH 1llE GOVERNMENT MEANDER LINE; SAID INTERSECll0N
BEING NORlH 86B.2 FEET MORE OR LESS FROM lHE SOUlHEAST CORNER OF
SECll0N 9, TOWNSHIP 29 SOUlH, RANGE 15 EAST; 1llENCE ALONG NORlH
LINE OF SAID LOT 8 EXTENDED IN WESTERLY DIRECll0N 675.0 FEET, MORE OR
LESS TO EAST EDGE OF lHE GOVERNMENT CHANNEL; lHENCE ALONG SAID
GOVERNMENT CHANNEL IN A SOUlHERLY DIRECll0N 10B.2 FEET MORE OR LESS
TO lHE POINT OF INTERSECll0N OF SOUlH LINE OF LOT 9 OF A. B. Ie JENNIE
CATES SUBDIVISION, EXTENDED WllH SAID EAST EDGE OF GOVERNMENT CHANNEL;
lHENCE IN AN EASTERLY DIRECll0N ALONG lHE SOUlH LINE OF SAID LOT 9,
EXTENDED 675 FEET, MORE OR LESS TO lHE INTERSECllON WllH lHE GOVERN-
MENT MEANDER LINE; lHENCE NORlH 22 DEGREES, 30 MINUTES EAST 108.2
FEET ALONG GOVERNMENT MEANDER LINE TO lHE POINT OF BEGINNING.
P""" 4
FROM lHE SOU1llWEST (SW) CORNER OF 1llE SOUlHEAST QUARTER (SE 1/4) OF lHE
SOUlHEAST QUARTER (SE 1/4) OF SECllON 9, TOWNSHIP 29 SOUlH, RANGE 15 EAST;
RUN 'NEST 398.88 FEET TO lHE WEST LINE OF OSCEOLA A VENUE; lHENCE NORlH 0
DEGREES 38 MINUTES EAST ALONG lHE 'NEST LINE OF OSCEOLA AVENUE 545.68 FEET
TO lHE NOR1ll LINE OF AN ALLEY AS SHOWN IN JONES SUBDIVISION TO lHE TOWN OF
CLEARWATER, FLORIDA; lHENCE EAST 58.0 FEET TO POINT OF BEGINNING; lHENCE
NORlH 83.16 FEET MORE OR LESS; lHENCE WEST 250.55 FEET MORE OR LESS TO lHE
WATERS OF CLEARWATER BAY; lHENCE SOUlH 22 1/2 DEGREES WEST 90.01 FEET MORE
OR LESS TO A POINT 285 FEET WEST OF lHE POINT OF BEGINNING; lHENCE EAST 285.0
FEET TO POINT OF BEGINNING. TOGElHER WllH ALL SUBMERGED LAND AND RIPARIAN RIGHTS
APPURTENANT TO SAID TRACT DESCRIBED AS FOLLOWS:
TRACT 23, FROM AN INTERSECllON OF 1llE NOR1ll LINE OF JONES STREET AND lHE WEST
LINE OF OSCEOLA AVENUE OF JONES SUBDIVISION IN CLEARWATER, FLORIDA; RUN NORlH
ALONG 'NEST LINE OF OSCEOLA AVENUE 190 FEET; lHENCE 'NEST 213.9 FEET TO AVERAGE
HIGH WATER LINE OF CLEARWATER BAY TO POINT OF BEGINNING; lHENCE 725 FEET TO
CHANNEL IN CLEARWATER BAY; lHENCE NOR1llEASTERLY ALONG EAST SIDE OF CHANNEL A
DISTANCE OF 83.17 FEET DUE NORlH; lHENCE EAST 725 FEET TO AVERAGE HIGH WATER
LINE OF CLEARWATER BAY; lHENCE IN A SOUlHWESTERLY COURSE ALONG lHE AVERAGE
HIGH WATER LINE TO POINT OF BEGINNING. LESS lHAT POR1l0N DESCRIBED IN lHAT
CERTAIN ORDER FOR TAKING FILED JANUARY 13, 1961, IN O.R. BOOK 1083, PAGE 97,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
LOTS A AND B OF CLOVIS C. LUTZ SUBDIVISION ACCORDING TO lHE MAP OR PLAT lHEREOF
AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGElHER WllH ALL SUBMERGED LANDS, BAY BOTTOMS AND RIPARIAN RIGHTS lHEREUNTO
APPERTAINING OR IN ANYWISE BELONGING, MORE PARllCULARL Y DESCRIBED AS FOLLOWS:
BEGIN AT lHE NORlH'NEST CORNER OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT
BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND RUN lHENCE
SOUlH 12 DEGREES oe'18" WEST ALONG lHE WESTERLY LINE OF SAID SUBDIVISION 65.48
FEET TO lHE SOUlHWEST CORNER OF SAID SUBDIVISION; lHENCE SOUlH B9 DEGREES 54'00"
WEST, 630.0 FEET MORE OR LESS TO 1llE EASTERLY BOUNDARY OF lHE CHANNEL IN CLEAR-
WATER BAY; lHENCE NORlHERLY, ALONG 1llE EASTERLY BOUNDARY OF SAID CHANNEL, TO
AN INTERSECll0N WllH lHE WESTERLY EXTENSION OF lHE NORlHERL Y LINE OF SAID CLOVIS
C. LUTZ SUBDIVISION; 1llENCE EASTERLY, ALONG lHE WESTERLY EXTENSION OF lHE SAID
NORlHERL Y LINE, 637.0 FEET MORE OR LESS TO lHE POINT OF BEGINNING. lHE ABOVE
DESCRIBED PROPERTY IS SUBJECT TO AN EASEMENT TO lHE WEsT COAST INLAND NAVlGAll0N
DISTRICT ON lHAT PART LYING WllHlN 250 FEET OF lHE CENTERLINE OF lHE WEST COAST
INTRACOASTAL WATERWAY CANAL, CONTAINING 0.28 ACRE, MORE OR LESS.
lHAT PART OF A CERTAIN TEN (10) FEET OF UNNAMED ALLEY EXTENDING WEST TO lHE WATERS
OF CLEARWATER HARBOR FROM lHE WEST RIGHT OF WAY OF OSCEOLA AVENUE AND LYING
SOUlH OF lHE FRElLER PROPERTY AND LYING NORlH OF LOT A OF CLOVIS C. LUTZ SUB-
DIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RE<<::iRDS OF PINELLAS COUNTY,
FLORIDA. SAID ALLEY HAVING BEEN VACATED BY lHE CITY OF CLEARWATER, PINELLAS COUNTY,
FLORIDA, AND BEING lHE SAME PROPERTY AS SHOWN ON QUIT (;LAIM DEED FROM A. K.
FREILER AND SARAH RAY FREILER, HIS WIFE, IN O.R. 589, PAGE 2B9, PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
A PARCEL OF SUBMERGED LAND IN CLEARWATER HARBOR IN SECll0N 9, TOWNSHIP 29 SOUlH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARllCULAR~Y DESCRIBED AS FOLLOWS:
BEGIN AT lHE NOR1llWEST CORNER OF LOT A OF lHE CLOVIS C. LUTZ SUBDIVISION, AS
RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
SAID POINT BEING ON 1llE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR, SAID POINT
OF BEGINNING BEING 555.97 FEET NORlH AND 1949.86 FEET WE!)T OF lHE SOUlHEAST CORNER
OF SAID SECll0N 9. FROM AFORESAID POINT OF BEGINNING RUN lHENCE N89 DEGREES 24'18"
WEST, 282.41 FEET TO lHE CITY OF CLEARWATER BULKHEAD LINE; lHENCE RUN N07 DEGREES
28'50" EAST, 10.07 FEET ALONG SAID BULKHEAD LINE; RUN lHENCE 589 DEGREES 24'16" EAST,
281.21 FEET TO 1llE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR; RUN lHENCE SOO
DEGREES 38'00" WEST 10.00 FEET ALONG SAID AVERAGE HIGH WATER LINE TO lHE POINT OF
BEGINNING.
p..,., ..
lHE 'NEST 2/3 OF LOT 2, BLOCK 2, JONES SUBDIVISION OF NICHOLSONS ADDI110N TO
CLEARWATER HARBOR, ACCORDING TO PLAT BOOK I, PAGE 13, OF lHE PUBLIC RECORDS
OF HILLSBOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMERLY A PART
OF, LESS lHE NORlHWEST CORNER AND BEING MORE PARllCULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT lHE SOUlHWEST CORNER OF LOT 2, BLOCK 2, OF SAID JONES SUBDIVISION
FOR A POINT OF BEGINNING; lHENCE N00'23'OO"W, ALONG lHE WEST LINE OF SAID LOT
2, 169.80 FEET; lHENCE NORlHEASTERLY ALONG A CURVE, (SAID CURVE HAVING A RADIUS
OF 45.00 FEET, A TANGENT OF B.07 FEET. A CHORD OF 15.88 FEET, A CHORD BEARING
N49'42'48"E), A DISTANCE OF 15.96 FEET; lHENCE N89'41'06"E, ALONG lHE NORlH
LINE OF SAID LOT 2, 41.77 FEET; lHENCE S00'23'OO"E, 180.00 FEET; lHENCE S89'41'06"W,
53.95 FEET TO lHE POINT OF BEGINNING.
CONTAINING 9641 SF OR 0.221 ACRES:!:.
SUBJECT TO ANY AND ALL EASEMENTS OF RECORD.
CONTAINING 1.55 ACRES, MORE OR LESS, AND LYING AND BEING IN SECll0N 9,
TOWNSHIP 29 SOUlH, RANGE 15 EAST, IN PINELLAS COUNTY, FLORIDA, SUBJECT
TO EASEMENT IN FAVOR OF WEST COAST INLAND NAVlGAll0N DISTRICT OF
FLORIDA OVER A PART OF lHE WESTERN PORll0N OF SAID TRACT.
PARA:'1 ~
BEGINNING WHERE lHE WEST LINE OF NORlH OSCEOLA STREET, IN CLEARWATER,
FLORIDA, OR lHE WEST LINE OF SAID STREET EXTENDED NOR1ll AS SAID NORlH
OSCEOLA STREET EXISTED ON OCTOBER B, 1894, INTERSECTS lHE SOUlH LINE OF
A lHREE ACRE TRACT OF LAND FORMERLY OWNED BY MARY C. NICHOLSON, WHICH
SAID TRACT IS DESCRIBED AS (BEGINNING 17.85 CHAINS WEST AND B.28 CHAINS
NORlH OF 1llE SOUlHEAST CORNER OF SECll0N 9, TOWNSHIP 29 SOUlH, RANGE
15 EAST, lHENCE NORlH 2.52 CHAINS TO A STAKE, lHENCE RUN WEST 11.40 CHAINS
TO A STAKE, AT LOW WATER MARK ON CLEARWATER BAY, lHENCE SOUlHERLY ALONG
lHE MEANDERINGS OF SAID BAY 2.75 CHAINS MORE OR LESS TO A POINT DUE WEST
OF lHE STARliNG POINT; lHENCE EAST 12.40 CHAINS MORE OR LESS TO A POINT
OF BEGINNING; CONTAINING 3 ACRES MORE OR LESS; lHENCE RUN EAST ALONG lHE
SOUlH LINE OF SAID NICHOLSON TRACT 58 FEET FOR A POINT OF BEGINNING, lHENCE
NORlH B4 FEET, lHENCE EAST 70 FEET, lHENCE SOUlH 84 FEET, lHENCE EAST 70
FEET, lHENCE SOUlH 84 FEET, lHENCE WEST 70 FEET TO POINT OF BEGINNING, IT
BEING lHE INTENll0N HEREBY TO CONVEY lHE LAND HERETOFORE CONVEYED BY J.E.
ELDRIDGE TO JAMES E. SEARING AND ROSE B. SCARLlNG BY DEED DATED APRIL 10,
1922, FILEO SAME DATE, AND RECORDED IN DEED RECORD 116, PAGE 67, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
ALSO, BEGIN AT lHE SOU1llEAST CORNER OF THE TRACT OF LAND HERETOBEFORE
DESCRIBED AND HEREBY CONVEYED, RUN lHEN!:E 'NESTERL Y ALONG lHE SOUlHERN
BOUNDARY OF SAID ABOVE DESCRIBED TRACT 37 FEET 6 INCHES FOR POINT OF
BEGINNING, lHENCE CONllNUE ALONG SAID SOUlHERN BOUNDARY OF SAID ABOVE
DESCRIBED TRACT WESTERLY TO 1llE SOUlHWEST CORNER OF SAID TRACT, lHENCE
SOUlH 7 FEET, lHENCE EASTERLY IN A STRAIGHT LINE TO POINT OF BEGINNING,
BEING A TRIANGULAR PIECE OF LAND, IT BEING lHE INTENll0N BY lHlS DESCRIPllON
TO CONVEY lHAT CERTAIN SMALL TRIANGULAR PARCEL OF LAND HERETOFORE
CONVEYED BY 1llE CITY OF CLEARWATER TO JAMES E. SCARING BY DEED DATED
DECEMBER 13, 1922, FILED DECEMBER 14, 1922, RECORDED IN DEED RECORD 133,
PAGE 483, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARA:'1 3
LOT TEN (10) OF A. B. AND JENNIE CATES SUBDIVISION TO CLEARWATER, FLORIDA,
AS PER PLAT FILED IN PLAT BOOK " PAGE 64, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. TOGE1llER WllH ALL RIPARIAN RIGHTS lHEREUNTO BELONGING
OR IN ANYWISE APPERTAINING. ALSO, lHE FOLLOWING DESCRIBED LAND, TO WIT:
1llE SUBMERGED BANKS OR SHALLOW FLATS ON EAST SIDE OF CLEARWATER BAY
IN PINELLAS COUNTY, AS FOLLOWS: WEST OF lHE ABOVE DESCRIBED PREMISES
BEGINNING AT lHE NORlHWEST CORNER OF SAID LOT TEN, lHENCE WEST 830 FEET
TO lHE EAST EDGE OF lHE CHANNEL OF CLEARWATER BAY, lHENCE SOUlH 19
DEGREES WEST ALONG lHE EAST EDGE OF SAID CHANNEL 53 FEET, lHENCE EAST
830 FEET TO lHE HIGHWATER MARK ON THE EAST SHORE OF CLEARWATER BAY AT
A POINT AT lHE SOUlHWEST CORNER OF SAID LOT TEN, lHENCE NORlHEASTERLY
ALONG SAID HIGHWATER MARK TO lHE NORlHWEST CORNER OF SAID LOT TEN, 1llE
POINT OF BEGINNING, CONTAINING 95 HUNDREDlHS ACRES, MORE OR LESS, AND ALL
LYING AND BEING IN SECll0N 9, TOWNSHIP 29 SOUlH, RANGE 15 EAST, COUNTY OF
PINELLAS, STATE OF FLORIDA.
ALSO, LOT ELEVEN (11) OF A. B. AND JENNIE CATES SUBDIVISION ACCORDING TO lHE
MAP OR PLAT lHEREOF AS 1llE SAME APPEARS OF RECORD IN PLAT BOOK " PAGE
64, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGElHER WllH ALL RIPARIAN
RIGHTS lHERUNTO BELONGING OR IN ANYWISE APPERTAINING.
TOGE1llER WllH ALL LANDS AND SUBMERGED LANDS LYING BETWEEN AND BOUNDED BY
WESTERLY EXTENSIONS OF lHE NORlH AND SOUlH BOUNDARY LINES, EXTENDED TO lHE
NEAREST CHANNEL IN CLEARWATER BAY OF SAID LOT 11 AND ALL LITTORAL RIGHTS AND
RIGHTS OF ACCREll0N APPURTENANT TO BOlH OF SAID LOTS.
p....Dta 5
A TRACT OF LAND LYING IN SECll0N 9, TOWNSHIP 28 SOUlH, RANGE 15 EAST, DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT IN lHE CITY OF CLEARWATER, COUNTY OF PINELLAS, STATE OF FLORIDA,
WHERE 1llE 'NEST LINE OF OSCEOLA AVENUE INTERSECTS 1llE SOUlH LINE OF GEORGIA STREET;
RUN lHENCE SOU1llERLY ALONG 1llE WEST LINE OF SAID OSCEOLA AVENUE 200 FEET MORE OR
LESS TO SOU1llEAST CORNER OF LOT 11, OF CATES SUBDIVISION, ACCORDING TO lHE MAP OR
PLAT lHEREOF, AS SAME APPEARS OF RECORD IN PLAT BOOK " PAGE 64, PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING, lHENCE SOUlHERL Y ALONG lHE WESTERN
BOUNDARY OF SAID OSCEOLA AVENUE 49 FEET MORE OR LESS TO lHE NORlHEAST CORNER OF
WHAT IS KNOWN AS 1llE OLO JOHN E, LAMBElH PROPERTY, lHENCE WESTERLY ALONG lHE SAID
LAMBElH LINE TO 1llE HIGH WATER MARK ON CLEARWATER BAY, lHENCE NORlHEASTERLY ALONG
SAID HIGH WATER MARK TO SOUlH LINE OF SAID LOT ", OF SAID CATES SUBDIVISION, lHENCE
EASTERLY ALONG SAID SOUlH LINE OF SAID LOT 11 TO POINT OF BEGINNING.
AND
FROM AN INTERSEC110N OF lHE SOU1ll LINE OF GEORGE STREET AND WEST LINE OF OSCEOLA
AVENUE, RUN SOU1ll ALONG WEST SIDE OF OSCEOLA AVENUE 200 FEET; lHENCE 'NEST 290 FEET
TO AVERAGE HIGH WATER LINE OF CLEARWATER BAY FOR POINT OF BEGINNING, lHENCE WEST
750 FEET TO CHANNEL IN CLEARWATER BAY; lHENCE IN A SOUlHERLY COURSE ALONG EAST SIDE
OF CHANNEL TO A POINT 50 FEET SOUlH OF NORlH LINE; lHENCE EAST 750 FEET AVERAGE HIGH
WATER LINE CLEARWATER BAY; lHENCE IN A NOR1llERLY COURSE ALONG AVERAGE HIGH WATER
LINE TO POINT OF BEGINNING.
CONTAINING 0.89 ACRE, MORE OR LESS, ALL LYING AND 8EING IN SECll0N 9, TOWNSHIP 29 SOUlH,
RANGE 15 EAST, COUNTY OF PINELLAS, STATE OF FLORIDA.
DRAWN BY: J.V.E. OA 7E:: GEODATA SYSTEMS INC.
CHECKS) BY: D.J.E. 369 MEARS BOULEVARD
OLDSMAR, FLORIDA
JOB NO.: 2570 SHEer 2 OF 2 PHONE: (727) 441-2004
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LEGAL DESCRIPTION
PARCEL 1
LOTS 8 '" 9 OF A. B, '" JENNIE CATES SUBDIVISION, ACCORDING TO THE
MAP OR PLAT THEREOf AS RECORDED IN PLAT BOOK I, PAGE 64, Of THE
PUBLIC RECORDS OF PINELLAS COUNlY, flORIDA, AND BEGINNING AT A
POINT OF INTERSECllON OF THE NORTH LINE OF LOT 8 OF A, B, '" JENNIE
CATES SUBDIVISION I'f1TH THE GOVERNMENT MEANDER LINE; SAID INTERSECllON
BEING NORTH 868.2 FEET MORE OR LESS fROM THE SOUTHEAST CORNER Of
SECllON 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST; THENCE ALONG NORTH
LINE OF SAID LOT 8 EXTENDED IN WESTERLY DIRECllON 875.0 FEET, MORE OR
LESS TO EAST EDGE OF THE GOVERNMENT CHANNEL; THENCE ALONG SAID
GOVERNMENT CHANNEL IN A SOUTHERLY DIRECllON 108,2 FEET MORE OR LESS
TO THE POINT OF INTERSECllON Of SOUTH LINE OF LOT 9 OF A. B, '" JENNIE
CATES SUBDIVISION, EXTENDED I'f1TH SAID EAST EDGE OF GOVERNMENT CHANNEL;
THENCE IN AN EASTERLY DIRECllON ALONG THE SOUTH LINE OF SAID LOT 9,
EXTENDED 675 FEET, MORE OR LESS TO THE INTERSECllON I'f1TH THE GOVERN-
MENT MEANDER LINE; THENCE NORTH 22 DEGREES, 30 MINUTES EAST 108,2
FEET ALONG GOVERNMENT MEANDER LINE TO THE POINT OF BEGINNING,
CONTAINING 1,55 ACRES, MORE OR LESS, AND L VlNG AND BEING IN SECllON 9,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, IN PINELLAS COUNlY, fLORIDA. SUBJECT
TO EASEMENT IN fAVOR OF WE:ST COAST INLAND NAVlGAllON DISTRICT OF
FlORIDA OVER A PART OF THE WESTERN PORllON OF SAID TRACT,
PARCEL 2
BEGINNING I'ttlERE THE WEST LINE OF NORTH OSCEOLA STREET, IN CLEARWATER,
FlORIDA, OR THE WEST LINE Of SAID STREET EXTENDED NORTH AS SAID NORTH
OSCEOLA STREET EXISTED ON OCTOBER 8, 1894, INTERSECTS THE SOUTH LINE Of
A THREE ACRE TRACT OF LAND FORMERLY OWNED BY MARY C. NICHOLSON, I'ttlICH
SAID TRACT IS DESCRIBED AS (BEGINNING 17.85 CHAINS WEST AND 8.28 CHAINS
NORTH OF THE SOUTHEAST CORNER Of SECllON 9, TOWNSHIP 29 SOUTH, RANGE
15 EAST, THENCE NORTH 2.52 CHAINS TO A STAKE, THENCE RUN WEST 11.40 CHAINS
TO A STAKE, AT LOW WATER MARK ON CLEARWATER BAY, THENCE SOUTHERLY ALONG
THE MEANDERINGS OF SAID BAY 2.75 CHAINS MORE OR LESS TO A POINT DUE WEST
OF THE STARliNG POINT; THENCE EAST 12.40 CHAINS MORE OR LESS TO A POINT
OF BEGINNING; CONTAINING 3 ACRES MORE OR LESS; THENCE RUN EAST ALONG THE
SOUTH LINE OF SAID NICHOLSON TRACT 58 fEET FOR A POINT OF BEGINNING, THENCE
NORTH 84 FEET, THENCE EAST 70 FEET, THENCE SOUTH 84 FEET, THENCE EAST 70
FEET, THENCE SOUTH 84 fEET, THENCE WEST 70 FEET TO POINT Of BEGINNING, IT
BEING THE INTENllON HEREBY TO CONVEY THE LAND HERETOFORE CONVEYED BY J.E.
ELDRIDGE TO JAMES E. SEARING AND ROSE B, SCARLlNG BY DEED DATED APRIL 10,
1922, fiLED SAME DATE, AND RECORDED IN DEED RECORD 116, PAGE 67, PUBLIC
RECORDS OF PINELLAS COUNlY, FlORIDA.
ALSO, BEGIN AT THE SOUTHEAST CORNER OF THE TRACT OF LAND HERETOBEfORE
DESCRIBED AND HEREBY CONVEYED, RUN THENCE WESTERLY ALONG THE SOUTHERN
BOUNDARY OF SAID ABOVE DESCRIBED TRACT 37 FEET 6 INCHES FOR POINT OF
BEGINNING, THENCE CONllNUE ALONG SAID SOUTHERN BOUNDARY OF SAID ABOVE
DESCRIBED TRACT WESTERLY TO THE SOUTHWEST CORNER OF SAIO TRACT, THENCE
SOUTH 7 fEET, THENCE EASTERLY IN A STRAIGHT LINE TO POINT OF BEGINNING,
BEING A TRIANGULAR PIECE OF LANO, IT BEING THE INTENllON BY THIS DESCRIPllON
TO CONVEY THAT CERTAIN SMAll. TRIANGULAR PARCEL Of LAND HERETOFORE
CONVEYED BY THE CllY Of CLEARWATER TO JAMES E, SCARING BY DEED DATED
DECEMBER 13, 1922, FlLED DECEMBER 14, 1922, RECORDED IN DEEO RECORD 133,
PAGE 483, PUBLIC RECORDS OF PINELLAS COUNlY, fLORIDA.
PARCEL 3
LOT TEN (10) OF A. B. AND JENNIE CATES SUBDIVISION TO CLEARWATER, fLORIDA,
AS PER PLAT FlLED IN PLAT BOOK 1, PAGE 64, PUBLIC RECORDS OF PINELLAS
COUNlY, fLORIDA. TOGETHER I'f1TH ALL RIPARIAN RIGHTS THEREUNTO BELONGING
OR IN ANY'MSE APPERTAINING, ALSO, THE FOLLOI'f1NG DESCRIBED LAND, TO I'f1T:
THE SUBMERGED BANKS OR SHAll.OW flATS ON EAST SIDE OF CLEARWATER BAY
IN PINEll.AS COUNlY, AS FOll.OWS: WEST OF THE ABOVE DESCRIBED PREMISES
BEGINNING AT THE NORTHWEST CORNER Of SAID LOT TEN, THENCE WEST 830 FEET
TO THE EAST EDGE Of THE CHANNEL OF CLEARWATER BAY, THENCE SOUTH 19
DEGREES WEST ALONG THE EAST EDGE OF SAID CHANNEL 53 FEET, THENCE EAST
830 FEET TO THE HIGHWA TER MARK ON THE EAST SHORE OF CLEARWATER BAY AT
A POINT AT THE SOUTHWEST CORNER Of SAID LOT TEN, THENCE NORTHEASTERLY
ALONG SAID HIGHWA TER MARK TO THE NORTHWEST CORNER OF SAID LOT TEN, THE
POINT OF BEGINNING, CONTAINING 95 HUNDREDTHS ACRES, MORE OR LESS, AND All.
LYING AND BEING IN SECllON 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, COUNlY OF
PINELLAS, STATE Of fLORIDA,
ALSO, LOT ELEVEN (11) OF A. B. AND JENNIE CATES SUBDIVISION ACCORDING TO THE
MAP OR PLAT THEREOF AS THE SAME APPEARS OF RECORD IN PLAT BOOK 1, PAGE
64, PUBLIC RECORDS Of PINELLAS COUNlY, FlORIDA, TOGETHER I'f1TH ALL RIPARIAN
RIGHTS THERUNTO BELONGING OR IN ANY'MSE APPERTAINING,
TOGETHER \\\'rH ALL LANDS AND SUBMERGED LANDS L VlNG BETWEEN AND BOUNDED BY
WESTERLY EXTENSIONS Of THE NORTH AND SOUTH BOUNDARY LINES, EXTENDEO TO THE
NEAREST CHANNEL IN CLEARWATER BAY OF SAID LOT 11 AND All. LITTORAL RIGHTS AND
RIGHTS OF ACCREllON APPURTENANT TO BOTH OF SAID LOTS,
PARCEL 4 , . .'.
fROM THE SOUTHWEST (SW) CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF THE
SOUTHEAST QUARTER (SE 1/4) Of SECllON 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST;
RUN WEST 398.68 FEET TO THE WEST LINE OF OSCEOLA A VENUE; THENCE NORTH 0
DEGREES 38 MINUTES EAST ALONG THE WEST LINE OF OSCEOlA AVENUE 545.68 FEET
TO THE NORTH LINE OF AN ALLEY AS SHOWN IN JONES SUBDIVISION TO THE TOWN Of
CLEARWATER, FlORIDA; THENCE EAST 58.0 FEET TO POINT Of BEGINNING; THENCE
NORTH 83.16 FEET MORE OR LESS; THENCE WEST 250.55 FEET MORE OR LESS TO THE
WATERS Of CLEARWATER BAY; THENCE SOUTH 22 1/2 OEGREES WEST 90.01 FEET MORE
OR LESS TO A POINT 285 fEET WEST OF THE POINT OF BEGINNING; THENCE EAST 285.0
fEET TO POINT OF BEGINNING. TOGETHER I'f1TH All. SUBMERGEO LAND AND RIPARIAN RIGHTS
APPURTENANT TO SAIO TRACT DESCRIBED AS FOLLOWS:
TRACT 23, fROM AN INTERSECllON OF THE NORTH LINE OF JONES STREET AND THE WEST
LINE OF OSCEOLA AVENUE OF JONES SUBDIVISION IN CLEARWATER, FlORIDA; RUN NORTH
ALONG WEST LINE OF OSCEOlA AVENUE 190 FEET; THENCE WEST 213.9 FEET TO AVERAGE
HIGH WATER LINE OF CLEARWATER BAY TO POINT OF BEGINNING; THENCE 725 FEET TO
CHANNEL IN CLEARWATER BAY; THENCE NORTHEASTERLY ALONG EAST SIDE OF CHANNEL A
DISTANCE OF 83.17 fEET DUE NORTH; THENCE EAST 725 FEET TO AVERAGE HIGH WATER
LINE Of CLEARWATER BAY; THENCE IN A SOUTHWESTERLY COURSE ALONG THE AVERAGE
HIGH WATER LINE TO POINT Of BEGINNING. LESS THAT PORllON DESCRIBED IN THAT
CERTAIN ORDER fOR TAKING FlLED JANUARY 13, 1961, IN O.R. BOOK 1083, PAGE 97,
PUBLIC RECORDS OF PINELLAS COUNlY, FlORIDA. '
LOTS A AND B OF CLOVIS C. LUTZ SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF
AS RECORQEO. IN PLAT BOOK 35, PAGE 76, PUBLIC RECOROS OF PINEll.AS COUNlY, FlORIDA,
TOGETHER I'f1TH All. SUBMERGED LANDS, BAY BOTTOMS AND RIPARIAN RIGHTS THEREUNTO
APPERTAINING OR IN ANY'MSE BELONGING, MORE PARllCULARLY DESCRIBED AS fOLlOWS:
BEGIN AT THE NORTHWEST CORNER OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT
BOOK 35, PAGE 76, PUBLIC RECORDS OF PINEll.AS COUNlY, FLORIDA, AND RUN THENCE
SOUTH 12 DEGREES 06'16" WEST ALONG THE WESTERLY LINE OF SAID SUBDIVISION 65.48
FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89 DEGREES 54'00'
WEST, 630.0 fEET MORE OR LESS TO THE EASTERLY BOUNDARY OF THE CHANNEL IN CLEAR-
WATER BAY; THENCE NORTHERLY, ALONG THE EASTERLY BOUNDARY Of SAID CHANNEl, TO
AN INTERSECllON I'f1TH THE WESTERLY EXTENSION OF THE NORTHERLY LINE OF SAID CLOVIS
C. LUTZ SUBDIVISION; THENCE EASTERLY, ALONG THE WESTERLY EXTENSION OF THE SAID
NORTHERLY LINE, 637.0 FEET MORE OR LESS TO THE POINT OF BEGINNING, THE ABOVE
DESCRIBED PROPERlY IS SUBJECT TO AN EASEMENT TO THE WEST COAST INLAND NAVlGAllON
DISTRICT ON THAT PART L VlNG I'f1THIN 250 FEET Of THE CENTERLINE OF THE WEST COAST
INTRACOASTAL WATERWAY CANAL, CONTAINING 0.28 ACRE, MORE OR LESS.
THAT PART OF A CERTAIN TEN (10) FEET OF UNNAMED AlLEY EXTENDING WEST TO THE WATERS
OF CLEARWATER HARBOR fROM THE WEST RIGHT OF WAY OF OSCEOLA A VENUE AND LYING
SOUTH OF THE fREILER PROPERlY AND L VlNG NORTH Of LOT A Of CLOVIS C. LUTZ SUB-
DIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS Of PINELLAS COUNlY,
FlORIDA. SAID ALLEY HAVING BEEN VACATED BY THE CllY OF CLEARWATER, PINEll.AS COUNlY,
FlORIDA, AND BEING THE SAME PROPERlY AS SHOWN ON QUIT CLAIM DEED fROM A. K.
FREILER AND SARAH RAY fREILER, HIS I'f1FE, IN O.R. 589, PAGE 289, PUBLIC RECORDS OF
PINELLAS COUNlY, FlORIDA.
A PARCEL OF SUBMERGED LAND IN CLEARWATER HARBOR IN SECllON 9, TO'MlSHIP 29 SOUTH,
RANGE 15 EAST, PINEll.AS COUNlY, FlORIDA, MORE PARllCULARLY DESCRIBED AS FOll.OWS:
BEGIN AT THE NORTHWEST CORNER OF LOT A OF THE CLOVIS C. LUTZ SUBDIVISION, AS
RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELlAS COUNlY, flORIDA,
SAID POINT BEING ON THE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR, SAID POINT
OF BEGINNING BEING 555,97 FEET NORTH AND 1949.66 fEET WEST OF THE SOUTHEAST CORNER
OF SAID SECllON 9. fROM AFORESAID POINT OF BEGINNING RUN THENCE N89 DEGREES 24'16"
WEST, 282,41 fEET TO THE CllY OF CLEARWATER BULKHEAD LINE; THENCE RUN N07 DEGREES
28'50" EAST, 10.07 FEET ALONG SAID BULKHEAD LINE; RUN THENCE S89 DEGREES 24'16" EAST,
281.21 FEET TO THE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR; RUN THENCE SOO
DEGREES 38'00" WEST 10.00 FEET ALONG SAID AVERAGE HIGH WATERLINE TO THE POINT OF
BEGINNING.
PARCEL 5
A TRACT OF LAND L VlNG IN SECllON 9, TOWNSHIP 28 SOUTH, RANGE 15 EAST, DESCRIBED AS
FOll.OWS:
BEGINNING AT A POINT IN THE CllY Of CLEARWATER, COUNlY OF PINEll.AS, STATE Of FlORIDA,
I'ttlERE THE WEST LINE Of OSCEOLA AVENUE INTERSECTS THE SOUTH LINE Of GEORGIA STREET:
RUN THENCE SOUTHERLY ALONG THE WEST LINE OF SAID OSCEOLA AVENUE 200 FEET MORE OR
LESS TO SOUTHEAST CORNER OF LOT 11, Of CATES SUBDIVISION, ACCORDING TO THE MAP OR
PLAT THEREOF, AS SAME APPEARS OF RECORD IN PLAT BOOK 1, PAGE 64, PUBLIC RECORDS OF
PINELLAS COUNlY, flORIDA, fOR A POINT OF BEGINNING, THENCE SOUTHERLY ALONG THE WESTERN
BOUNDARY Of SAID OSCEOLA AVENUE 49 FEET MORE OR LESS TO THE NORTHEAST CORNER Of
I'ttlA T IS KNO'Ml AS THE OLD JOHN E, LAMBETH PROPERlY, THENCE WESTERLY ALONG THE SAID
LAMBETH LINE TO THE HIGH WATER MARK ON CLEARWATER BAY, THENCE NORTHEASTERLY ALONG
SAID HIGH WATER MARK TO SOUTH LINE OF SAID LOT 11, OF SAID CATES SUBDIVISION, THENCE
EASTERLY ALONG SAID SOUTH LINE OF SAID LOT 11 TO POINT OF BEGINNING.
AND
fROM AN INTERSECllON Of THE SOUTH LINE Of GEORGE STREET AND WEST LINE OF OSCEOLA
AVENUE, RUN SOUTH ALONG WEST SIDE OF OSCEOLA AVENUE 200 FEET; THENCE WEST 290 FEET
TO AVERAGE HIGH WATER LINE OF CLEARWATER BAY fOR POINT OF BEGINNING, THENCE WEST
750 FEET TO CHANNEL IN CLEARWATER BAY; THENCE IN A SOUTHERLY COURSE ALONG EAST SIDE
OF CHANNEL TO A POINT 50 FEET SOUTH OF NORTH LINE; THENCE EAST 750 FEET AVERAGE HIGH
WATER LINE CLEARWATER BAY: THENCE IN A NORTHERLY COURSE ALONG AVERAGE HIGH WATER
~TO~OF~~c
CONTAINING 0,89 ACRE, MORE OR LESS, ALL LYING AND BEING IN SECllON 9, TO'MlSHIP 29 SOUTH,
RANGE 15 EAST, COUNlY OF PINELLAS, STATE OF FlORIDA.
PARCEL 6
THE WEST 2/3 OF LOT 2, BLOCK 2, JONES SUBOIVlSION OF NICHOLSONS ADDIllON TO
CLEARWATER HARBOR, ACCORDING TO PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS
OF HIll.SBOROUGH COUNlY, FLORIDA OF I'ttlICH PINEll.AS COUNlY WAS fORMERLY A PART
OF, LESS THE NORTHWEST CORNER AND BEING MORE PARllCULARL Y DESCRIBED AS FOll.OWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2, BLOCK 2, OF SAID JONES SUBDIVISION
FOR A POINT OF BEGINNING: THENCE N00'23'OO"W, ALONG THE WEST LINE OF SAID LOT
2, 169,80 FEE'!'; THENCE NORTHEASTERLY ALONG A CURVE, (SAID CURVE HAVING A RADIUS
OF 45.00 FEET, A TANGENT OF 8.07 FEET, A CHORD OF 15.88 FEET, A CHORD BEARING
N49'42'46"E), A DISTANCE OF 15.96 FEET; THENCE N89'41'06"E, ALONG THE NORTH
LINE OF SAID LOT 2, 41.77 fEET; THENCE S00'23'OO"E, 180,00 FEET; THENCE S89'41'06'W,
53.95 FEET TO THE POINT OF BEGINNING.
CONTAINING 9641 SF OR 0.221 ACRES:!:.
SUBJECT TO ANY AND All. EASEMENTS Of RECORD.
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,
SECTION 09, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARW A TER
PINELLAS COUNTY, FLORIDA
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AERIAL
PHOTO
LOCA TION MAP
ORT
FLOOD ZONE INFORMATION
SITE DATA
EXISTING (E) PROPOSED (P) REQUIRED
ZONING: HDR HDR HDR
LAND USE: CBD CBD CBD
MIXED USE PER
USAGE: RESIDENTIAL RESIDENTIAL 1993 PERIPHERY PLAN
141,094 SF 143,530 SF
LOT AREA: 3.24 AC. (2) 3.29 AC, (2)(4) 15,000 SF MIN,
BUILDING COVERAGE: 14.441 SF 26,690 S.F.
(S.F, &c " OF GROSS SITE) 10.2 " 18.6 " N/A
DENSITY N/A 150 UNITS 180 MAX.
(UNITS PER ACRE) 45,6 50
FRONT: 3 TO STRUCTURE
12 FT 40' TO BUILDING NOTE (1)
SETBACKS: SIDE: 15' AT NORTH
5FT 10' AT SOUTH NOTE (1 )
REAR: N/A 36.5 (SEE SITE PLAN) NOTE (1)
164 FT, + 10FT. PROPOSED
HEIGHT: 28 FT .~ENTHOUSE W /TERRACE + 5 F'T. NOTE (1)
o WID PT. OF SLOPING ROOF = 179 FT
PAVED VEHICULAR USE AREA:
(V,U.A,) 4,179 FT 24,745 s.r, N/A
IMPERVIOUS SURFACE RATIO:
(I.S.R,) 0.158 0.617 0.85 MAX,
OPEN SPACE: 118.864 ST 59,042 sr
(S.F.&c " or GROSS SITE) 84.2 " 41.1 " 15.0 " MIN.
PARKING LOT INTERIOR LANDSCAPING:
(S.F, &c " OF V.U.A.) N/A N/A (3) N/A
PARKING: 15 203 (6) SEE BELOW
PARKING CALCULATIONS: 1.25 PARKING SPACES/UNIT x 150 UNITS = 188 SPACES REQUIRED
lHlS PROPERlY APEARS TO LIE IN flOOD 'X' AND
PARltY IN FlOOD ZONE 'AE' (EL II) PER
flOOD INSURANCE RATE MAP, COIAMUNllY PANEl.
No. 125096 0008 0, REVISED AUGUST 19, 1991,
NA llONAL flOOD INSURANCE PROGRAM, FEDERAL
EMERGENCY MANAGEMENT AGENCY,
NOTES: 1 FLEXIBILITY IS JUSTIFIED PER RESIDENTIAL INFILL PROJECT GUIDELINES,
2 NOT INCLUDING SUBMERGED LANDS.
3 UNDERGROUND PARKING IS PROPOSED.
4 BASED ON PROPOSED VACATION AND REALIGNMENT OF OSCEOLA AVENUE.
5 ABOVE AVERAGE ELEVATION 14 FOR THE SITE
6 NOT INCLUDING 20 VISITOR PARKING
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LEGEND
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EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
..,-...-----...,....., 1 0 .--,--.....
+10.00
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NEW STORM SEWER
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NEW UNDERDRAIN
,.......................1
EXIST. SAN. SEWER
~~
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NEW SAN. SEWER
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EXIST. WATER SERVICE
-----------------
NEW WATER SERVICE
-............... -
NEW INLET
.
.
NEW SAN. MANHOLE
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
C.O.
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NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
M
B.F.P.D.
F.H.A.
F,D.C.
T.B.O.
T.&V.
METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
TREE LEGEND
EX. OAK
"'"
~,.> EX. LAUREL
EX. PALM
EX, BAY
EX. PUNK
EX. CAMPHOR
"'8
a- LaunI~
"'4
a- 8oyO
11-P\ri:@
11- Camphor 0
TREES TO BE REMOVED
xxx
INDEX OF SHEETS
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~$.11 COWOI!. ~Oii'~ W>1!.~W1
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I Drawn By: A.B.S. ~
I Checked By: K.H.R,,]
Issue Date: 01/03/00
Revisions:
No. Date Description
Lt 01/13 / 00 BLDG, DRIVES
& 01/20 /00 PARIIING
tt 02/10 /00 BLDG, DRIVES
&. 02/ 18/ 00 . PER CITY COMMENTS
Li, 02/ 24 / 00 D.R.Co COMMENTS
&" 03/30/ 00 =:VENUE
Lt 04/ 11 / 00 RELOCATE ENTRANCE
& 05/18/ 00 PER CDS COMMENTS
Lt, OS/22/ 00 PER CITY COMMENTS
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F.O.O.T. INDEX 272 ---
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I Issue Date: 01/03/00]
Revisions:
No. Dote Description
Lt 01/13/00 BLDG. DRIVES
~ 01/ 20 / 00 PARKING
&. 02/10 / 00 BLDG, DRIVES
&. 02/ 11/ 00 PER CITY COMMENTS
.&. 02/24/00 D.R.C. COMMENTS
& 03/30/ 00 ~VENUE
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& 05/ 18/ 00 PER CDI COMMENTS
Lt:. 05/ 22 / 00 PER CITY COMMENTS
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I Drawn By: A,B.S. I
I Checked By: K,H,R:_l
Issue Date: 01/03/00]
Revisions:
No. Date Description
.&. 01/13) 00 SLOG, DRIVES
& 01/ 20 / 00 PARIIING
~ 02/10 / 00 SLOG, DRIVES
it 02/ 18 / 00 . PER CITY COMMENTS
&. 02/ 24 / 00 D.R.C, COMMENTS
'*' 03/30/ CIO. =:_
& 04/ 11/ 00 RELOCATE ENlRANCE
& 05/ 1S / 00 PER COB COMMENTS
it OS/22/ 00 PSt CITY COMMENTS
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LANDSCAPE REQUIREMENTS
EAST EDGE CUT P-36 INTRACOASTAL WATERWAY
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CLEARWAml lAND
DEVELOPIlENT REGUlATIONS
PROJ. NO.: C035000K
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DATE: 05-22-00
DRAWN BY: KC
CHECK BY : JER
REVISIONS
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PERIMETER
R,O.W:
JONES ST. FRONTAGE = 220 LF
1 TREE PER 35 LF = 6 TREES
SHRUBS REQ'D ADJACENT TO VUA = CONTINUOUS HEDGE PROVIDED
PROVIDED: 6 TREES - COMPRISED OF THE FOLLOWING:
2 PROPOSED TREES
12 PROPOSED PALMS (EQUIVALENT TO 4 TREES 0 A 3:1 RATIO)
OSCEOLA AVE, FRONTAGE = 476 LF
1 TREE PER 35 LF = 14 TREES
SHRUBS REQ'D ADJACENT TO VUA = CONTINUOUS HEDGE PROVIDED
PROVIDED: 6 TREES - COMPRISED OF THE FOLLOWING:
10 PROPOSED TREES
12 PROPOSED PALMS (EQUIVALENT TO 4 TREES 0 A 3:1 RATIO)
GEORGIA ST. FRONTAGE = 182 LF
1 TREE PER 35 LF = 5 TREES
SHRUBS REQ'D ADJACENT TO VUA = CONTINUOUS HEDGE PROVIDED
PROVIDED: 5 TREES - COMPRISED OF THE FOLLOWING:
5 PROPOSED TREES
SOUTH ADJACENT PARKING LOT FRONTAGE = 188 LF
1 TREE PER 35 LF = 5 TREES
SHRUBS REQ'D ADJACENT TO VUA = CONTINUOUS PLANTINGS PROVIDED
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5 PROPOSED TREES
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(10% OF GROSS V.U.A.) WITH
8' MIN. DIMENSION / 150 SF MIN. AREA
1 TREE PER 200 SF REQ'D INTERIOR L.A, = 11 TREES
PROVIDED: 11 TREES
BUILDING FOUNDATION PLANTlNGS:
FACADES FACING R.O.W. ONLY =
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SYM, QTY, BOTANICAL NAME
1REES.
COMMON NAME
SPECIFICA TlONS
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Natchez Crope Myrtle
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Magnolia grondiflora
Phoenix dactylifero 'Medjool'
Phoenix reclinotc
B/B, 4" cal., multi-trunk
10-12' ht. x 4-6' sprd,
B/B, 10' oah x 10' spr., Full canopy
B&B, 4" col. , 16'-18' ht., 5' C.T,
B&B, 14' c.t.
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Viburnum suspensum
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Plumbago capensis
Nerium Oleander 'Petite Pink'
Strelitzia reginae
Lontana camaro 'New Gold'
Liriope muscari 'E. Giont'
Liriope muscari 'Voriegato'
Trachelospermum osiaticum
Sea Grape
Olednder
Sandankwa Viburnum
Indian Hawthorn
Blue Plumbogo
Dworf Pink Oleonder
Bird of Paradise
Gold Lontana
3 gallon, 20" ht. x 20" sprd" 36" o,c.
3 gallon, 20" ht. x 20" sprd" 36" o.c.
3 gallon, 20" ht. x 20" sprd" 36" o,c,
3 gallon, 18" ht. x 18" sprd" 3D" o,c,
3 gallon, 20" ht. x 20" sprd., 36" o.c,
3 gallon, 18" ht. x 18" sprd., 3D" o.c.
3 gollon, 18" ht. x 18" sprd., 3D" o.c,
gollon, 12" ht. x 15" sprd" 24" o,c,
gallon, 12" ht. x 12" sprd., 24" o.c.
gollon, 12" ht. x 12" sprd" 24" o.c,
go lion, 8" ht. x 12" sprd" 24" o.c.
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BAHIA "F1oratam"
SOD TBD Paspalum nototum
"Argentine"
ANN Seasonal Annuals
Mulch TBD Shredded Cypress Mulch Grade 'A', 3" Loyer
TBD= TO BE DETERMINED BY LANDSCAPE CONTRACTOR
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St. Augustine Sod
"Floratom"
Argentine Bohiagross
Sod
diseose/weed-free, laid tight, rolled
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GENERAL NOTES
- -
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REAUGNED OSCEOLA AVENUE
011 WAY
~
1. Al.l. lANDSCAPE IAATERIAL SHALL BE FLORIDA NO.1 GRADE OF BEllER /IS SPECIFIED IN GRADES AND STANDARDS FllR
NURSERY PlANTS, PARTS I AND II, BY lHE DMSION OF PLANT INDUSlRY, FLORIDA DEPARTIAENT OF AGRICULTURE AND
CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AIAERlCAN /ISSOCIATION OF NURSER'YIlAN STANDARDS FOR NURSERY
STOCK. lANDSCAPE IAATERIAL SHAll BE INSTAl1ED ACCORDING TO SOUND NURSERY PRACTICES.
2, Al.l. REQUIRED PERIMETER SHRUB IAATERIAL SHALL BE A MINIMUM OF 24' HEIGHT AT THE TIME OF INSTAllATION AND
SPACED NO GREATER 1HAN 36" ON CENTER. INSTAllATION OF PROPOSED SHRUBS SHAll NOT ADVERSELY IMPACT EXlsnNG
TREE ROOT SYSTEMS AND SHALL BE FIElD ADJUSTED IF NECESSARY.
3. Al.l. REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT. D'o'ERAlL HEIGHT WITH A MINIMUM 4' TRUNK CAUPER
(MEASURED 6" FROM GRADE) AT lHE TIME OF PlANTING. ADJUST TREE LOCATIONS /IS NECESSARY TO AVOID CONfliCTS
WITH UTlUTlES, OBSlRUCTlONS, ETC. REFER TO IAATERIALS SCHEDULE FOR EXACT SPECIFICATIONS,
4, PROPOSED TREES SHAlL BE LOCATED A MINIMUM or 5 FEET FROM HARDSCAPE ElEIIENTS, SHRUBS SHALL BE SPACED
A MINIMUM OF 2 FEET FROM HARDSCAPE ElEIIENTS (o,g, BUILDINGS, WALKS, CURBS, DRIVES, ETC,)
5, AN AUTOIAATIC UNDERGROUND IRRIGf.TION SYSTEM SHALL BE INSTAl1ED TO PROVIDE 100 " COVERAGE ANDIOR IAAINTAlN
THE lANDSCAPE AREA IN A HEALTHY MANNER,
6. Al.l. PlANTlNGS SHALL BE MULCHED WI1H A MINIMUM 3' LAYER. Al.l. TREES IN LAWN AREAS TO HAVE A 6 FT, DIAMETER
MULCH RING AROUND lHE TRUNK.
7, lHE lANDSCAPE CONTRACTOR SHALL SOD Al.l. D'ISTURBED AREAS.
B, lHE CONTRACTOR IS RESPONSIBLE FOR lHE ClEAN-UP or THE PREIotISES AND REIotOVAL OF Al.l. DISCARDED AND
SURPWS IAATERIALS AND RUBBISH.
9. lHE lANDSCAPE CONTRACTOR SHALL VERIFY lHE LOCATIONS OF EXlsnNG TREES, SHRUBS, AND LAWNS, PRIOR TO
INSTALlATION OF PROPOSED IAATERIALS, EXTRANEOUS IAATERIALS SUCH /IS ROCKS, DEBRIS, UNACCEPTABLE SOILS, BUILDING
IAATERIAI.S, DR Nft OlHER IAATERIALS lHAT IAAY BE A DETRIMENT TO lHE HEALlH OF lHE PlANT IAATERIALS SHAlL BE
REIoKlVEIl. THE PlAN lAYOUT SHAll GOVERN THE EXACT OUANTITlES OF PROPOSED lANDSCAPE IAATIRIAL
1 D. lHE lANDSCAPE CONTRACTOR SHAll BECOME ACQUAINTED WI1H RELATED SITE IMPROVEIotENTS, INCLUDING SITE GRADING,
PAVING, AND Al.l. UTILITIES (WATER, SEWER, POWER, CABLE, ETC.) TO PRECLUDE Nft MISUNDERSTANDINGS AND ENSURE A
TROUBLE FREE INSTAllATION.
11. lHE EXACT LOCATION OF EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UTlUTlES, AND PIPES, ETC" IAAY NOT
BE /IS INDICATED ON lHE DRAWINGS. lHE CONTRACTOR SHAlL BE RESPONSIBLE TO DETERMINE lHE LOCATION OF lHESE
ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAtotAGE TO EXlsnNG SYSTEMS WHICH
MUST REIIAIN OPERATIONAL. lHE CONTRACTOR SHALL PROTECT EXlsnNG STRUCTURES AND UTlUIY SERVICES WHICH MUST
REIotAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR lHElR REPAlR/REPLAeElotENT IF DAtotAGED BY HIM.
12, CONTRACTOR SHAlL CALL SUNSHINE STATE ONE-CALL AT LEAST 48 HOURS PRIDR TO Nft EXCAVATION ACTMTY.
(1-8DO-432-4nO)
NEW 4 SIDEWALK
-t
SOO'05'18"W-
. 24- SWtlst Gum
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ASPH.A.LT
PARKING
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TREE
PRESERVATION
NOTES
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LANDSCAPE ARCHITECT
-
ALL TREE ROOTS EXISTING WllHlN PROPOSED IMPROVEMENT AREAS AND
ORIGINATING FROM A PROTECTED TREE WHERE SHOWN ON lHE PLAN,
SHALL BE SEVERED CLEAN AT THE LIMITS OF lHE PRESERVED AREA.
ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF
THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH
lHE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS.
ALL TREES TO REMAIN, WHERE INDICATED ON lHlS PLAN, MUST BE
PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM
STANDARDS iREQUIRED BY lHE CITY OF CLEARWATER.
DURING LAND AL TERA TlON AND CONSTRUCTION ACTIVITIES, lHE CONTRACTOR
SHALL NOT REMOVE VEGETATION BY GRUBBING OR PLACE SOIL OR
DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR
OTHER EQUIPMENT OF ANY KIND WllHlN lHE DRIPLlNE OF A TREE TO
REMAIN ON THE SITE UNLESS OlHERWlSE APPROVED BY lHE CITY,
ANY AREAS SUBJECT TO EROSION MUST BE ADEQUA TEL Y STABILIZED WITH
VEGETATIVE MATERIAL THAT WILL, WllHlN A REASONABLE TIME FRAME,
DETER SOIL DISlURBANCE, SODDING, PLUGGING, SPRINGING OR SEEDING IS
ACCEPTABLE FOR ST ABILlZA TlON; HOWEVER, SODDING MAYBE REQUIRED IN
AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER lHAN 5:1.
VEGETATION OlHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED.
en
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DATE
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EXISTING PALM TREE TO REMAIN (SIZE AS NOTED)
10" Palm
. EXISTING EVERGREEN TREE TO REMAIN (SIZE AS NOTED)
101N E'v[RGREEN
e ~N OAK EXISTING OAK TREE TO REMAIN (SIZE AS NOTED)
4
SH EET:
I)
CALL 48 HOURS
BEFORE YOU DIG
It's the Lawl
1-800-432-4770
L 1 ,1
SCALE: 1--30'-0-
ROOT PRUNING:
ALL TREES TO REMAIN SHALL HAVE lHEIR ROOTS PRUNED
WllH A DOSCO ROOT PRUNER OR EQUIVALENT. IF lHEIR ROOTS
ARE WITHIN AN AREA TO BE DISlURBED,
ROOTS SHALL BE PRUNED AT THE LIMIT OF CONSTRUCTION
ACTIVITY,
o
30
I
40
I
50
SUNSHINE STATE ONE CALL OF FLORIDA, lNG,
,
.
44 E(M)
(
391.04'
EAST EDGE CUT P 36 INTRACOASTAL WATERWAY
-
PROJ. NO,: C035000K
SCALE: I" = 30'-0.
DATE: 05-22-00
DRAWN BY: KC
CHECK BY : JER
REVISIONS
6,
6,
6,
IRRIGATION LEGEND:
PROPOSED
BOAT DOCKS
:::
=
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RAIN BIRD 1806 POP-UP SPRAY (ARC/ NOZZLE AS NEEDED)
HUNTER PGP / PGM POP-UP ROTOR (ARC/ NOZZLE AS NEEDED)
RAIN BIRD PEB-150 1.5" REMOTE CONTROL VALVE
POINT OF CONNECTION - 1.5" POTABLE WATER METER
UTILIZE RECLAIMED WATER, IF AVAILABLE
1.5" BACK FLOW PREVENTION DEVICE
(CHECK LOCAL CODES)
RAIN BIRD ESP-12LX+ HYBRID IRRIGATION CONTROLLER
W/ MINI-CLICK #502 (SEE IRRIGATION NOTES FOR INSTRUCTIONS)
MAIN LINE - SCH 40 PVC - SIZED AS INDICA TED
LA TERAL LINE - PVC CLASS 160 - SIZED AS INDICA TED
NOTE: ALL LATERAL LINES NOT SIZED SHALL BE 3/4"
SLEEVlNG - PVC SCH 40 (SEE IRRIGATION NOTES FOR SIZING)
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HARBOR
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IRRIGATION NOTES:
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NEW STORMWATER
RETENTION AREA
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IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE
EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING
UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK.
ALL MAIN LINE PIPING SHALL BE BURIED AT A DEPTH TO HAVE A MINIMUM
COVER OF 18". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF
12".
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IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL
HOOK-UPS.
SUPPLY PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS, AND CHIPS
PRIOR TO THE INSTALLATION OF THE BACKFLOW PREVENTOR.
SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS.
MINIMUM SLEEVE SIZE SHALL BE 2".
12" HIGH POP-UPS SHALL BE USED IN ALL SHRUBBERY AREAS,
SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES.
ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE
CONTROL VALVES SHALL BE AWG SIZE 14, TYPE UF DIRECT BURIAL, SINGLE
STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE
BOTTOM OF THE MAIN LINE PIPE W/TIES AT 10' INTERVALS. WIRE BURIED
IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 1/2" CL 160
PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16",
IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY
A CERTIFIED TECHNICIAN.
BACKFLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY.
REFER TO THE LA.NDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND
SHRUBS.
ALL PVC PIPING FOR MAINLINE , SLEEVES AND RISERS SHALL BE SCH. 40.
ALL OTHER PIPING SHALL BE CLASS 160 OR 200. REFER TO CODE REQUIREMENTS,
ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX
PIPE CONNECTION,
ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND
WALLS.
25 METER POOL
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THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING.
IRRIGATION CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON
REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM
THESE DRAWINGS. THE AS-BUILT SHALL LOCATE ALL MAIN LINE PIPING,
CONTROL WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD
SURF ACES.
ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE
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PEA GRAVEL.
ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE
INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE
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EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN OWNER'S
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