FL00-02-07
FL 00-02-07
970 Eldorado Ave
Phillips
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DEVELOPMENT STANDARDS
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mg upland property "Top of the bank" IS that
pomt on the slope at which the sIde slope becomes
flatter than one foot vertIcal to four feet hOrizon-
tal
B The reqUIred buffer width may be reduced
by not more than one-thIrd In a portIOn of the
buffer, by proVldmg addItIOnal Wldth In another
portion of the buffer which wIll result In an
eqUIvalent or greater square footage of cumula-
tive buffer area
C No structure or other surface ImpervIOus to
water shall be pernntted wIthin the vegetabve
buffer, WIth the exception of structures WhICh
would be allowed as a part of a level one or level
two approval wIthIn the preservatIOn dIstrict
D WIthm the vegetatIve buffer, any natIve
vegetatIOn shall be protected so that the buffer
Will retmn the character of the immedIately adJa-
cent vegetabon wlthui the preservatIOn dIstrict
N abve vegetatIOn Wlthm the buffer shall not be
removed or altered unless the removal or alter-
atIOn of the vegetatIOn will not adversely affect
the hydrolOgical or ecological mtegrIty of the
adjacent wetland All prolublted trees eXIstmg
WithIn the buffer shall be removed by the land-
owner and shall be prevented from re-emergence
ThIS subsectIOn shall not be construed to prolnblt
routme mmntenap.ce tnmmmg of non wetland veg-
etatIOn m accordance with procedures developed
by the CIty manager
E If prior to October 4, 1990, the natIve veg-
etatIOn wIthm a vegetabve buffer has been re-
moved or altered, the owner shall not be reqUIred
Supp No 1
to restore the vegetatIOn to Its natural state The
owner shall not, however, Impede the natural
succeSSIOn of natIve vegetatIon mto the buffer
EXTERIOR PlANTER
NOT TO EXCEED 40 ~,k
OF SETBACK OR 1 0", ~..;,
WHICHEVER IS LESS lJ;
PROPERTY
LINE
(Ord No 6526-00, S 1, 6-15-00)
Section 3.908. Permitted encroachments
into setbacks and over street
rights-of-way.
CertaIn bUIldmg and other prOjectlOns shall be
permitted to extend mto setback areas and may
be permItted to encroach over street rights-of-way
as follows
A Bmldmg projectIons WhICh are affixed
solely to the bUIldIng and not duectly
affixed to the ground such as bUIldmg
faSCIas, canopIes other than freestandmg
canopies, awmngs, marquees, and other
SImilar prOjectIOns, shall be permItted to
project Into reqUIred setbacks as speCIfied
below
1
In the Tounst, CommerCIal and
Downtown DIstrIcts, such prOjec-
CD3 29
~ 3-908
CO:MMUNITY DEVELOPMENT CODE
tIons shall be hmlted to ten feet and
shall be permitted mto any reqUIred
setback and over street nghts-of-
way prOVIded a clearance of mne feet
over grade IS mamtamed In no case
shall such prOjectIOn be closer than
five feet from the curbhne or the
shoulder ofthe roadway Any awnmg
WIth supports may be located up to
the property Ime and any awnmg
that projects mto a nght-of-way shall
be cantilevered
2
In all other DIstricts, such projects
shall be hmlted to 40 percent of the
setback or ten feet, whIChever IS less
The roof faSCia of a freestandIng canopy
shall be set back a mIllimum ~f ten feet
from a street TIght-of-way boundary and
any SIde and rear property hne The sup-
portmg posts or columns of a freestandIng
canopy shall not encroach mto reqUIred
structural setbacks No part of a freestand-
mg canopy shall encroach mto or over a
street TIght-of-way
C Open or unenclosed fire escapes and out-
Side staIrways shall be pernntted to ex-
tend mto a reqUIred setback area not
more than three feet prOVided through
access IS not obstructed
B
D Balcomes, decks, bay Windows, and Slllli-
lar features that Imearly extend 50 per-
cent or less of the WIdth of the bUIldIng
wall to whiCh they are attached shall be
permitted to extend mto a reqUIred set-
back area not more than 30 mches pro-
VIded through access IS not obstructed
(Ord No 6526-00, ~ 1, 6-15-00)
Section 3-909. Newsracks.
A General promswns All newsracks shall com-
ply WIth the followmg general prOVISIOns
1
No newsrack shall obstruct the flow of
pedestTIan or vehIcular traffic
2
No newsrack shall be located m a manner
that Impairs a motor vehIcle operator's
Supp No 1
CD3 30
3
VIew of motor vehIcles, bIcycles, or pedes-
tnans upon entermg, or eXlstmg a nght-
of-way
No news rack shall be located m a VISIbIl-
Ity triangle
No newsrack shall reduce the WIdth of a
Sidewalk or travel route below ADA re-
qUIrements
No newsrack shall be used for advertlsmg
purposes other than advertIsmg for the
publicatIOn bemg dIstnbuted or sold
No newsrack shall be chamed, bolted, or
attached m any other manner to a utIlity
pole, traffic SIgn or other fixture
Newsracks shall be mamtamed m a neat
and clean condItion and m good repaIr at
all tImes
The telephone number of a workmg tele-
phone servIce shall be affixed to each
newsrack III a reaillly VISIble place so that
reports of malfunctlOnmg newsracks or
any newsrack m VIolatIOn of these prOVI-
SIOns can be made
-
4
5
6
7
8
e
9 The location of any newsrack shall not
block the VIew of any hIstonc bUlldmg or
scernc VIsta
B Addltwnal reqwrements for newsracks lo-
cated on publlc rrghts-of-way
1 No portIOn of any newsrack shall be m-
stalled or mamtamed upon or over any
part of a roadway or bicycle path
2 Newsracks may be located upon a SIde-
walk m excess of five feet m WIdth, at the
edge of the Sidewalk and on eIther Side of
the SIdewalk but not dIrectly opposmg
another newsrack, and frontmg towards
the center of the Sidewalk However, a
newsrack shall not be Illstalled or maIn-
tamed wlthm five feet of a curb or the
edge of roadway pavement
If the SIdewalk adJOInS a landscaped area
of the publIc nght-of-way of a suffiCIent
SIze to fully and lawfully accommodate a
newsrack, and If the SIdewalk IS five feet
or less m WIdth, the commumty develop-
3
e
Best Copy
Available
970 ELDORADO A VENUE
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Best Copy
Available
970 ELDORADO A VENUE
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CITY OF CLEARWA TEll
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Lot 8, alock 61, fv1ANDALAY SUBCiVISION, os recorded in Plot 800k 14, Pcges 32 tr,rC",;;h35, of tr,e Public RecordS of Pinellos County, Flor:dc.
~ore picrticlJ~orly! CescriDed as follows:
CrmrT',~",ce :ot the ~~ortheast corner of Lot, 8, 810ck 60, of said MANOALAY SUBOiVISiC~'J: trence N76'25'00"W along the South Right-of-Way
of Juniper 2>treey (J~....n,per Way - Plot), 170,00 to the Ncrtheast corner of Lot 8, Block 01, i)f said ~.,.1I\NDALAY SUBDiVISION, for 0 Point of
8eginn+g; thenc4 c,ong a curve to the left having 0 Radius of 2707,04', Arc 59.87', U:oro:; 59.8F, Chord Bearing S12'44'45"W, aiong the West
Right-of--Wo( ofi EldOUJdO. Avenue,: t~e.n,;:e N76'59'5Y'W, 109.24', thence .along a curve to :"e ric:;.ht having 0 ,Radius of ,28,1~6',?5', Arc 6: ,01',
C h 0 r d,6 1 . 0 1 , C ~ 0 r d G ear I n g ,'J 1 2 02 0 7 E, too p 0 In t a Ion g the Sou t h Rig h t - 0 f - Way 0 f sed -.' '''': nip e r S t r e e t ; t r e n C e S 7 6 2 4 L 0 E, 1 1 O. 00 ,
along taid SO'Jt~ Rlght-of'-Way to the Point of Beginning.,
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Ceel MonJlrent #~-J6 Pl,'<S 1974
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'<04'27'42" E \......--_ Coastol Cons\r'Jct;on Conl.rol l:ne (CCel)
, 000..3.3' (CCCL) L/~ecorded i'1 ",i',ST 19007802 CCC'... aOO~-1"
---1 r Th e p,~ t:c Rec ~rds of ~i ne 1105 Cou n ty. Florid O.
NC4'27' 1 l' E
1001.43' (M)
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fiR-]7 PlNS ~974
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S.I.R. i SET ~CN l~Cr:;.', /2"PLS#5083
r.1 P. . FC,j~,DRf.j p ,..c":, SIZE INDiCATED
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p.R.M. ipERf)Ai';E~;TI REFt=RENCE MONUME,'JT
PC.P, PE!~fv1.'.~;E\TI' CC\ ~ROl PCI,'H
p.l. I PC NT OF INT:: RSECT'ON
P.C. 1 POi,NT OF[ CURiE
PO,B. I' POINT OFj GEC NN,NG
P.O.C, POiNT OF, C8',j~IENCEMENT
p L.S.I PRCFESS~'NAL u~ND SURVEYOR
R.L.S, REGISTER D 'cJ~,,'.JD SURVEYOR
F.E.M.AI FEDER.AL EMERGENCY MANAGEMn;~ AGENCY
8.FE. BASE FL 00 ELE'y.;~!ON
CCCL I COASTAL ICONsnUCTICN CO,NTRCL. LiNE
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Pinellas County. Florida
Fi e I d Boo k 2 1. Po g e s 1 0 & 1 1
Job # 99120
Notes:
1) This Survey is based uccr 0 Legal Description recorded in the Official Records of
Pineitas County, F!ori:jo. 800-< 659.3, Pages 785 throgh 793, said Legal of Lot 7,
Block 61, fv1ANDAU,Y SUDI\/ISICN
2) The above described prc2':?'~/ rr,oy rave r:parian and littoral rights and rights of
accretion respectir,c:; tre ten] ling between ond bounded by the Westerly projections
of tr,e North and So...th Oo/j-:;rl ::nes, extencing from the Westerly property line
into navigobie \'Yaters of t""e C...f of f,jex'co.
3) The above cescri::;ed prC0erty r'oy be subject to additional restrictions and/or
other m c tt e r 5 of Ti t 1 e t nJ t r~-:; y be d i 5 0 I 0 sed by 0 full and com p ! e t e Title Search.
4) Coostol Corstr...:c:icn Cc~.:'c.; I_ire shOfln rereon was :ocoted as per Rules and
Procedures for Ccoste: Ccr:;" ",otion and Excavat'on, Chapter 628-3.3.009,
Florida Admin:strctve (cee. D ...:rSUD'it to Sect:on 472.027, Florida Statutes.
Lot B.
Certified To: Br:dgett & Ncyr:e :J'~il'ips
Best Copy
Available
DonCilcl l'. i1 r'lns tr'ong Jr'.
Professionctl Land Sur1Jeyor
861 Centerwood Drive
Tarpon Springs. Florida 34689 -7227
Phone (727) 945-1073
Fax (727) 915-8343
SUR EyeR'S \j,)TES:
---------
1 .)
2. )
3.)
4. )
5)
No '...J n d erg r 0 u n d ere r 0 a c h men t s (i fan y ;, to '... rr,j: ~ i.: r. s , 5 t r I.) C : u res, end / 0 r 'I.) t: t:t : e s r 0 ''; e bee n lac 0 t e d and / 0 r
s'lown unless otherNise indicated.
No instr!.Jments Of re:~rd reflect,ng easerre'its, '],ts of woy, restr:ctions and/or ownership were provided
to this surveyor exce::;t os irdicated
E!evations shown ore referenced to N.G.V,D.-' ,)29 Jotl~m, ~vle:Jn See Level == O.CO', Pinelias County
Eflgineering Cect, Geflc>-' ~,1ork "A,..rol ?',1-J'. '}::o #152, E'evation == 6.193'.
Basis of Bearings s ~i-e South 'K/IY cfL'i::;er S:.reet == N 76'25'00" W (Legal Description of Lot 7,
Block 61, Cffic'cl 'KecordS of P:ne~lcs COi....n~y, r~ cr,ca Book 6593, Pages 785-79.3)
The above rjescriberj :;roperty cpcecrs :0 ber Zore AE, as show'i an the Federal Emergency Management
Agency (F.E.M.t\.), NaLonal Flood ;,..,s'....ro...ce ~iO;'::'~. cood irsurance Rate ~...1op (F.I.R.M,), Community # 125096
PJ rei # 0 00 .3 - F, ; r" d e x Cot e 8/ 1 8/9 2, \1 0 :) D:::: '. e 8/ 1 8/9 2 , i3 0 s e F : 0 0 dE: e vat ion 0 f 1 1 & 1 2 fee t ( See era w : 11
fv~ean Seo Level == DO.GO'.
2
C)I)
1)1)' DENOTES EXISTING SPOT
+ ELEVAT!ON
SEC. SECTiO~
rwp. TOWNSHiP
RGE. RANCE
(D) DEED
(P) PU\T
(M) MEASLRED
(C) CALCULNED
CONC. CONCRETE
COV, COVERED
ASPH. ASPHALT
PVMT. PAVEMENT
ELEV. ELEVATION
R/W RIGHT -OF -W.AY
TYP. TYPICAL
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~ i
n..;s certifes ~.i-o\ 'J sy,ey of '.he prcDerty sr,own rereon \'Yas me ~~ C/) ~
under 'ny s...Der.s e:n cr(j :hlJt the survey [""'eets tre f..1:nimum (') ~ go
Technlccl Stcrce:rr:s set forth by tne Florldo Boord of Professional ~ ~ g
Lan:j S'A.eyors c~: \'::cpersn Cnepter 61G17-6, Florida ~rnPJ
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Subject to notes erc notat;ons shown r,ereon.
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9/15/99
Update
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CITY ()
CLEARW Ai
AND VICINl'~
PINELLAS cot:
FLO RID A
PREPARED 8Y
PUBLIC WORKS ADM~NL.
ENGINEERING
100 S. Myrtle Aw., Clearwater ~
Ph.: (813)562-4750, Fo" (el.;
http://public.lib.ci.clearwoler .Ii....
Disclaimer:
Public Information dolo is I".
b the City or Clearwater h"
viorxs Admlnlstration!Er"J,r""
must be accepted and U>"'.:
recipient with the under "':"'.'
the data received was co:l<"
the purpose of develop,ng Co
Infrastructure inventory. A~
the City 01 Clearwater PWA/ l
no warranties. expressed 0' "
concerning the ac;cu,r?c y. .
completeness, rellablllly. or 0.,
of this dota for any other pu,
use. furthermore. the elt y c"
Clearwater PWA/E assum~s r:.
liability whatsoever assocl<Jleu '
the use or misuse of such "
I:iQli;
This Atlas page is sub j.; ,
periodic changes.
for information about k,
revisions pleose call PWA"
visit our Web s" e.
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Pinellas County. Florida
Field Book 21. Pages 10 & 11
Job # 99120
/
Legal. Description:
Lot 8, Block 6 i, MANDALAY SUBDIVISION, as recorded in Plat Book 14, Pages .32 through .35, of the Public Records of Pinellas County, Florida.
More Particularly Described as follows:
Corrme:lc~ at the Northeast corner of Lot 8, Block 60, of said MANDALAY SUBDIVISION; thence N76.25'OO"W along the South Right-of-Way
of Juniper Street (c!uniper Way - Plat), 170.00' to the Northeast corner 01 Lot 8, Block 61, of said MANDALAY SUBDIVISION, for a Point of
Beginning; thence aiong a curve to the left having a Radius of 2707.04', Arc 59.87', Chord 59.87', Chord Bearing S12"44'45"W, along the West
Right-of-Way of Eldorado Avenue; thence N76.59'51"W, 109.24', thence along a curve to the right having a ROdius of 2816,35', Arc 61.01',
Chord 61.0 1', Chord Bearing N 12"02'07" E, to a point along the South Right -aI-Way of said Juniper Street; thence S76.24'20" E, 110.00',
along said South Right-of-Way to the Point of Beginning.
I
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eeCL Monument R-35 (Not Found
Foils Under Dunes in Environmental
Protected Areo)
Notes:
1) This Survey is based upon a Legal Description recorded in the Official Records oi
Pinellas County, Florida, Book 659.3, Pages 785 throgh 793, said Legal of Lot 7,
Block 61, MANDALAY SUDIVISION.
2) The above described property may have riparian and littoral rights and rights of
accretion respecting the lone lying between and bounded by the Westerly projections
of the North and South boundary lines, extending from the Westerly property line
into navigable waters of tre Gulf of Mexico.
.3) The above described property may be subject to additional restrictions and/or
other matters of Title that may be disclosed by a full and complete Title Search.
4) Coastal Construction Centrol Line shown hereon was located as per Rules and
Procedures for Coastal Construction and Excavation, Chapter. 62B-.3.3.009,
Florida Administrative Coce, p'Jrsuant to Section 472.027, Florida Statutes.
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Juniper
Juniper Way (P)
60' R/w Street
24' A. (P)
sPh. P" -
ml
11000' '
!'06' (D) 16
25'OO~W 9.87', (M
1:'--- 1-. (D&M) )
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Available
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Certified To: Bridgett & Wayne Phillips
LOT
B L 0 C
Occup' K
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eSldence
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N;-8'S - 110'
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Donald E. Arrnstror? Jr.
Professional Land Survegor
861 Centerwood Drive
Tarpon Springs, Florida 34689-7227
Phone (727) 945-107:"-
Fax (727) 945-8343
(P)
-
(M)
-
-
109.82'
/
LOT 6
BLOCK
6 I
Found J" Brass Disc In Conc. Seawoil
CeCl Monument #t~-.36 PlNS 1974
S U RVEYO ~;;__~l.Q T ES:
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>9)( 1.)
2.)
3.)
. ' 4.)
5)
No underground encroachments (if any), foundatiuns, structures, and/or utilities have been located and/or
shown unless otherwise indicated.
No instruments of record reflecting easements, ri:Jhts of way, restrictions and/or ownership were provided
to this surveyor except as indicated.
Elevations shown are referenced to N.G.V.D.-1929 Datum, Mean Sea Level = 0.00', Pinellas County
Engineering Dept., Bench Mark" Aural RM-,3", Mep # 152. Elevation = 6.193'.
Basis of Bearings is the South R/W of Juniper Street = N 76.25'00" W (Legal Description of Lot 7,
Block 61, Official ReC'Jrds of Pinellas County, r-iorida Baok 659.3, Pages 785- 79.3)
The above described property appears to be in Zone AE, as shown on the Federal Emergency Management
Agency (FI.E-M.A.), Notional Flood Insurance Progrem, Flood Insurance Rate Mop (F.I.R.M.), Community # 12509
Panel #0003-F, Incex Date 8/18/92, Mop Dete 8/18/92, Base Flood Elevation of 11 & 12 feet (See Drawi
Mean Sea Level = 00.00'.
N04'27'42" E t-----... Coastol Construction Control line (CCCl)
1000..3.3' (CCCl) ~ Recorded In "iNST. 79007802 CCCl BOOK-l"
~ In The Public Records of Pinellos County, Florida.
N04'27'11'E
1001.4.3' (M)
Found 5' Bross Disc In Cone. Seawall
CeCl Monument #R-37 PlNS 1974
.
Radius
Arc
Curve Table
Chord
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: A
2707.04 (P&C)
59.87' (C)
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i B I 2707.04' (P&C
56.28' (C)
C 2817.04' (P) 59.8.3' (C)
2816..35' (C)
D 2817.04' (P) 61.0 l' (C)
2816..35' (C)
_"""L"""'_'''''''_
5 9 . 8 7' ( tv1 )
60.1' (P)
56.28' Q0)
57.1' (P)
59.8.3' (M)
59.87' (P)
61.01' (M)
59.87' (P)
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; A88RE'J!ATION LEGEND:
Certified For: Boundary Survey ~
~ ~
This certifies trot a survey of the property shown hereon was me en ~
under my supervisio'l c nd that the survey meets the Minimum (') ~ g.
Technical Standards set forth by the Florida Board of Professional ~ ~ ~
land Surveyors en,) Meppers in Chapter 61G17-6, Florida ~mm
Administrative Cede, pursuant to S,::ction 472.027, Florida Statues.)Ii' 6
. ~ ~
And, thot the sketch shown hereon IS e true ond accurate :;g J:
representation thereof to the best of my knowledge and belief. ~
Subject to notes and notations shown hereon.
c=:
C)C)
C)C)' DENOTES EXISTING SPOT
+ ELEVATION
SEC. SECTION
TWP. TOWNSHiP
RGE.' RANGE
(D) DEED
(P) PLAT
(M) MEASURED
(C) CALCULATED
CONC. CONCRETE
COV.' COVERED
ASPH.. ASPHALT
PVMT. PAVEMENT
ELEV.! ELEVATION
R/W. RIGHT -OF -WAY
TYP. TYPICAL
Chord Bearing
---
S 1 2' 4 4 ' 4 5" W ( M)
FOUND IRON ROD. SIZE INDICATED
SET iRON: ROD, 1/2" P.L.S.#5083
FOUND IRON PIPE, SIZE INDICATED
FOUND NAIL ,AND DiSK
SET NAIL ~ND DISK, PL.S.#5083
FOUND CdNCRETE MONUMENT
PERMANENT REFERENCE MONUMENT
PERMANEN~ CONTROL POINT
POINT OF INTERSECTION '
POINT Of CURVE
POINT OF BEGINNING
POINT OF COMMENCEMENT
PROFESSIONAL LAND SURVEYOR
REGISTE~ED LAND SURVEYOR
FEDERAU EMERGENCY MANAGEMENi AGENCY
BASE FL'oOD ELEVATION
COASTAL' CONSTRUCTION CONTRCl LINE
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CCCL
N 11'42'40" E (M)
9/15/99
Update
N 12'02'07" E (M)
6/3/1999
Field Survey Date
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