FLD2004-08056 (2)
FLD2004-08056
1000 ELDORADO
AVENUE
POLLACK, RONALD
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4"'1.611'
CITY OF CLEARWATER
LONG RANGE PIANNING
DEVELOPMENT REVIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562,4567 FAX (727) 562,4576
October 22, 2004
Mr. William Reslock
7233 East Costilla Place
Centennial, CO 80112
RE: Development Order - Case FLD2004-08056 - 1000 Eldorado A venue
Dear Mr. Reslock:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On October 19, 2004, the Community Development Board reviewed your
Flexible Development application for an addition to an existing single-family residence, for a
rear setback reduction to the Coastal Construction Control Line (west) setback from 25 feet to
eight feet to the structure, as part of a Residential Infill Project under the provisions of Section 2-
203.C. for the site at 1000 Eldorado A venue.
Based on the application and the Staff recommendation, the Community Development Board
(CDB) APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Residential Infill Project
per Section 2-204 E.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That the final design be consistent with that submitted with this application and as approved
by the Community Development Board.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by October 19, 2005). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Coordinator may grant an
extension of time for a period not to exceed one year and only within the original period of
validity. The Community Development Board may approve one additional extension of time
after the Community Development Coordinator's extension to initiate a building permit
application.
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COM\HSSI01'.m
FRANK HIBBARD, COMMISSIONER * BILl JON~ON, COMWSSIONER
"EQUAL EMPLOYMJ:NT AND AFFIRMAl lYE ACl ION EMPlOYER"
.
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October 22, 2004
William Reslock, Page Two
The issuance of this Development Order does not relieve you of the necessity to obtain any
building 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 bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of the Community Development Board meeting. The filing of an application/notice
of appeal shall stay the effect of the decision pending the final determination of the case. The
appeal period for your case expires on November 2, 2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner Ill,
at 727-562-4836. You can access zoning information for parcels within the City through our
website: www.c1earwater-fl.com.
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
S.\Plannmg Departmenf\C D B\FLEXVnactlve or Fimshed ApplicatlOns\Eldorado 1000 (IMDR) 10.19.04 CDS - ApprovedlEldorado Avenue
1000 Development Order October 22, 2004.doc
L1
P.O.L.
LOT 7
BLOCK 69
~ FND "x" CUT
(NO #)
L3
~f P.O.L.
~ LOT 9
BLOCK 69
FND ''X'' CUT
(NO #)
~t L2 P.O.L.
LOT 8
- BLOCK 69
~ FND NAIL &: DISK
LB 7834
MA TCH LINE
L1 P.O.L.
- LOT 7
- BLOCK 69
~ FND ''X'' CUT
(NO #)
-
-
MA TCH LINE
I 11111111111111
SCALE: 1 "= 20'
1
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LOT 7
BLOCK 69
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FND 7/2" IR
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7.13' N.
0.13' E.
5' METAL
FENCE
FND 7/2" IR
LS 3035
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73" PALM*,
13" PAL;}iif-
11" PALM*,
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LEGENO:
8M - Benchmark CS - Concrete Bloc;k CL - CenterHne CM - Concrete Monument.
ELEV - Elevation FND - Found IP - Iron Pipe fR - Iron Rod ASP - Asphalt
LSI - Land Surveyor Registration Number N/T - Nail & Tab N&D - Nail & Disk
M.H. - Manhole P.R.M. - Permanent Reference Monument R/W - Right Of Way
CONG - Concrete p.e. - Point OF Curvature P. T. - Point Of Tangent
P.R.C. - Point Of Reverse Curvature p.e.c. - Point Of Compound Curve Ch. - Chord
P.P. - Power Pole W.M. - Water Meter R.R.S. - Railroad Sf!.ike RAD. - Radius
R - Record 0 - Deed M - Measured C - Calculated O.B. - Deed Book
P.B. - Plat Book O.R. - Official Record Book PG - Page PVMT - Pavement
~:~:B,- PR~':1iu~f p~~gtn~J~'~h~~inlin~f fe~r;;,ep~c'P~n: ~7::~nr;~r~o~~~::n~oint
P.I. - Point of Intersection C.C.C.L. - Coastal Construction Control Line.
This property lies within Flood Zone VE as depicted on Flood Insurance
Rate Map Community Panel # 12103C0064G Dated: 9-3-03
BENCHMARK: R.M.D. "AURAL 1973': MAP #152, ELEV.=5.40' (N.A.V.D.)
BASE FLOOD ELEVATION: 13'
SECTlON_-32_ TOWNSHIP 28..5..._RANGLL5L_
BASIS OP BEARINGS: SOUTHERLY R/W LINE OF ISLAND DR. BEING S.76'32'23"E.
GENERAL NOTES:
1. No instruments of record reflecting easements. rights-of-way. and/or ownership were
furnished, except as shown.
2. No foundations or underground improvements located except as shown.
J. If elevations are shown, such elevations are based on N.G.V.D. 1929 (MSL = 0.00'),
Except Pinellas County Where elevations are based on N.A. v.o. 1988 (MSL = 0.00').
4. Declaration is made to original purchaser of the survey. It is not transferable to
additional institutions or subsequent owners.
5. Surveyor has made no investigation or independent search for easements of record,
encumbrances, restrictive covenants, ownership title evidence, or any other facts
that an accurate and current title search may disclose.
6. No water meters located except as shown.
7. This Survey is prepared for the exclusive use of those parties certified herein and
is valid for one (1) year from Dote of Certification.
8. Mean high water line not shown.
BOUNDARY SURVEY:
ALL OF LOTS 6, 5, AND 4, AND THE NORTH 1/2 OF LOT 3, BLOCK 69,
MANDALAY, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK 14, PAGES 32 THROUGH 35 INCLUSIVE, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
~
TREES AND ELEVA TlONS NOT
SHOWN ON LOT 6 AND PORTION
OF LOT 5
LOWEST FLOOR ELEVATION = 7.79'
TOP OF BOTTOM FLOOR ELEVA TlON = 7. 79'
LOWEST ADJACENT GROUND ELEVATION = 4.8'
HIGHEST ADJACENT GROUND ELEVATION = 6.8'
ATTACHED GARAGE ELEVATION = 4.88'
o
'- = EXISTING ELEVA TlON
LINE TABLE (M)
Line Bearing Distance
L1 S.80'06'03"E. 33.64'
L2 S.83'OO'44"E. 27.50'
L3 S.85'48'03''E. 21.53'
L4 N.12'55'19"E. 60.00'
L5 N.12'55'54"E. 60.00'
LOT 6
BLOCK 69
CONC & BRICK PARKING
FIRE HYDRANT
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LINE TABLE (R)
Line
Bearing
Distance
60.00'
60.00'
L4
L5
-----
SE CORNER
LOT 25
BLOCK 68 ff
FND 4"x4" CM
(NO #)
-
N. W. CORNER
LOT 4
BLOCK 62
~
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FND 4',,4" CM
(ND #)
-----
PARI( ----- -
PLACE
(PLAT)
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SOUTHERL Y R/W LINE OF PARK PLACE
/ $.76" ,
__ J22.3"E::
. --...: 220,,,,,/',
. . 1M) 220'
-- (IV
--
1
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NE CORNER
LOT 5
BLOCK 62
ORfr'~'" ,
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--
35, 0:;-:--
T.B.M.
NORTH RIM OF MANHOLE
ELEV.=5.01' (N.A. V.D.)
LINE LEGEND:
CENTERLINE -::.l.
BOUNDARY LlNE---.
BUILDING LlNE---.
PLAT LOT LlNE~
EASEMENT l!...NE:=)
POWfR L~NE=r,_p_p_
WOOp FEt/CE -;. II
CHAIJ;J LlN,K P~!"CE--;>
IRON, PENpEi , ,
ALUAjINU",!, PEN,PE-, "
WATER.L[LOOD-.?ONE l!...Nb
/i.UILDING T/E(J2jMENSIOt:!l---::s.
C. C. C.L. =::L.. _ _ _ _
PLA T BOUNDARY
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NORTH
LOT 3
BLOCK 69
FND 1/2" IR
LS 3035
-
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T.B.M.
NAIL IN EAST SIDE OF P. P.
ELEV.=5.73' (N.A.V.D.)
BUILDING LINE PER PLA T
(WIDTH UNSPECIFIED PER PLA T)
- ~O.OO'(R)
-
I I
-
-
-
LOT 2
BLOCK 69
I
--
FND 4"x4" CM
__ (ND #)
--
CURVE TABLE (M)
NO. RADIUS ARC CHORD CHORD BEARING
1 2645.50' 142.42' 142.40' N.l0'43'48"E.
2 2755.50' 148.26' 148.25' N.l0'44'59"E.
3 1377.58' 54.53' 54.53' S.12'42'55"W.
4 1377.58' 54.53' 54.53' S.10'26'50"W.
5 1377.58' 54.53' 54.53' S. 08' 1 0'45"W.
CURVE TABLE (R)
NO. RADIUS ARC
1 3102.39' 143.00'
2 3212.39' 148.88'
3 1378.80' 54.97'
4 1378.80' 54.97'
5 1378.80' 54.97'
ARC
57.20'
57.20'
28.60'
28.60'
29.78'
NO.
11
12
13
14
RADIUS
3212.39'
3212.39'
3212.39'
3102.39'
ARC F---.~----_._._---_._-_.-
29.7811 0 J~ ((\l r-s n W rc r.~""-.....
59.55 I! U; ~ LS U I~ I'~\
5955t -' L-J'
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60.00r'J~""' ~ r - if I
II UI SEP 13 tJlM II UJ
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~&. .O:\'t:LOPMENT
,_ SeRVICES
,_;!"1) (iF "i C 'C)"IA-
-._-"~-- --~~_~.~_.~~~:-:.~~ ~\-'.. ,rEf4
NO.
6
7
8
9
10
RADIUS
3102.39'
3102.39
3102.39'
3102.39'
3212.39'
""-'---....".~
REVISED:
OPPlCE LOCATION: 1305 SOUTH HIGHLAND AVE.
CLEARWATER, FLORIDA 33756-3508
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LiCENSED SURVEYOR AND MAPPER.
PREPARED FOR AND CERTIFIED TO:
RONALD J. & MIRElLLE POLLACK
TARGET LAND SURVEYING. INC.
P.O. BOX 663
DUNEDIN, FL 34697-0663 PH:(727) 784-0573
I hereby certify that this survey was mode under my responsible
charge and meets the minimum Technical Standards as set forth
by the Florida Board of Professional Land Surveyors in Chapter
61 G 77, Florida Administrative Code, pursuant to Section 472.027,
Florida Statutes
COPYRIGHT e> 2004 TARGET LAND SURVEYING INC.
~e~~
Philip C. Stock
RLS #3035, LB #5570
8-6-04
DA TE OF CERTIFICATION
Field Survey 8-4-04
FB# 411 -A Pg41 & 42
Job# 000505.01
Drawn By: T.M./D.M.
Surveyed By: S.S./D.F.
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CONC &: BRICK PARKING
L3
P.O.L.
~ LOT 9
BLOCK 69
FND "X" CUT
(NO I)
L1
P.O.L.
LOT 7
~ BLOCK 69
-.::J FHO "X" CUT
(NO I)
~f
-
-
MA TCH LINE
I J"IIIIIIIIIII
SCALE: 1 "= 20'
/
L2
P.O.L.
LOT 8
. ~ BLOCK 69
FND NAIL a DISK
LB 1834
-
FHO 1/2" IR
(NO IJ
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0.1:]' E. '
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LOT 7
BLOCK 69
P.OL
LOT 7
~ BLOCK 69
~ FND "X" CUT
(NO IJ
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LEGEND:
811 - 8enc/lmorlt cs - Concnote _ ct. - c.nfArine CII - Concnote __
EJ.EV - ElewJtion fND - Found II' - """ Pipe IR - /tDn- Rod ASP - A$pIIoIl
LS/ - 1..ond Su_ RegIstrolk>n _ N/T - Noll '* Tab N4dJ - NaR It Disk
ILH. - Manhole P .R.IL - PetrJIQIlMt Reference AIonument R/II' - Right 01 Way
CONe - Cancrel.. P.c. - PoInt OF CUnlature P. T. - PoInt 01 T~
P.R.c. - Paint 01 Re... ~ P.c.c. - PoInt 01 Compound l:utw CIL - ChanI
P.P. - Po"" Pole WoIL - Water /MIter R.R.s. - Rai/rot;HJ ~ /W). - IIDt/lUII
R - R_ D - De<<J M - _ C - CalcuJatod D.S. - De<<J 80aIc
P.B. - Plat 80aIc O.R. - 0f11ciaI fWcarrI 80aIc PG - Poge PVIff - ~
P.O.s. Paint 01 _119 P.O.c. PoInt Of ea.nn-n.nt CH.B. Chotd s-mo
R.P. - Rodius PoInt CIF - Chain Link FOfICIJ P.c.P. - PermanMt Ccnlrol f'o/nt
P.L - PoInt of /nt..-.octlan C.C.C./.. - Ceostal Con8tJuctian Control Une.
GENE1W. NOTES:
1. Na /nstrumMlllt of 1-.1 t8f/IJcting ~ tighta-of-lfGy. anc(/Q/' a-.flIp _
fum_. Mcept ... """"".
2. No f_ Q/' lJIIderground irnpf--./lt IacatMI Mcept GO __
:]. " ....lions "'" """WI!. such _s __ an N.G.V.o. 1929 (II/st. _ 0.00'.
Exr;ept Pine/laB County Where -. ...... _ an HAV.O. 1988 ~ _ 0.00:/-
4.. OIIcIarotian Is _ to original purdtour of tbIJ BUMOy. It Is not tnwferobllt to
oddilional inBblutians Q/' BIJbslJquent """""'-
5. Surveyor has madB no fn_ligatjan or indeJ>MI!Mt search for _Is of 1-.1.
encu~ __ _. a..""rship tilhl -. or any _ facts
that an _. and cummt titie _ may __
6. No water tMtBrll _ ftXClJllt De _.....
7. 17>is Sunoey is prt!parod fOI' tbIJ sxclUBive UN of those pan;. C<<tifiod henJiIl and
is IIOIid fOI' OM (I) Y*' ftIlm Date of CertJf1c#Iian.
8. IIM1n high _ _ not shorn.
This property lies within Flood Zone VE as depicted on Flood Insurance
Rate Map Community Panel # 12103C0064G Dated: 9-3-03
BENCHMARK: R.M.D. "AURAL 1973~ MAP #152, ELEV.=5.40' (N.A.V.D.)
BASE FLOOD ELEVATION: 13'
SECTION .37 TOWNSHIP 28S RANGE 15E
BASIS OF BEARINGS: SOUTHERLY R/W LINE OF ISLAND DR. BEING S.76'32'23"E.
BCXJNDARY SURVEY:
ALl.. OF LOTS 6, 5, AND 4, AND THE NORTH 1/2 OF LOT 3, BLOCK 69,
MANDALAY, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK 14, PAGES 32 THROUGH 35 INCLUSIVE, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
f:JJlIE:.
TREES AND ELEVATIONS NOT
SHOWN ON LOT 6 AND PORTION
OF LOT 5
LOWEST FLOOR ELEVATION = 7.79'
TOP OF BOTTOM FLOOR ELEVATION = 7.79'
LOWEST ADJACENT GROUND ELEVATION = 4.8'
HIGHEST ADJACENT GROUND ELEVATION = 6.8'
ATTACHED GARAGE ELEVATION = 4.88'
"
.'
~2,
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U
..::=1
o
, = EXISTING ELEVATION
iJJ
LINE TABLE (M)
Une EkJaring Distance
L1 S,8U06'03"E. 33.64'
L2 S.~OO'44"E. 27.50'
1..3 S.BS4B'03"E. 21.53'
L4 N,1T55'19"E. 60.00'
LS N.1T55'54"E. 60,00'
LINE TABLE (R)
-
Une
L4
1.5
Distance
60,00'
60.00'
EkJaring
-----
-
S.E. CORNER
LOT 25
BLOCK 68 If
fND 4.x4" eM
(NO I)
-----
-
"PARI( A ------
ZAc€, (PI.4l)
/
N. W. CORNER
LOT 4
BLOCK 62
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Of? (FQO)
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FIRE HYDRANT
~
T.B.M.
- NORTH RIM OF MANHOLE
ELEV.=5.01' (N.A.V.D.)
LINE LEGEND:
CENTERLINE -.::i.
BOUNDARY LlNE-.
BUILDING LlNE-.
PLAT. LOT LlNE-::L..:
EASEMENT LINE ~
POWffR Lf"NE =1-I'-P-
WOop FE~CE7 r r
CHAI':' LI"J.K FEjl/CE-;-. 1/
IRON, FENFE, . .
ALU~/NUM. FENJ;E, .
WAT..RLfLoop' ZONE. wJb
BUILDING TlE(Q!MEN2,LOfiJ:-:l.
C.C.C.L.::::l- . . . _
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LS 3035
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T.B.M.
NAIL IN EAST SIDE OF P.P.
ELEV.=5.73' (N.A. V.D.)
BU/WING LINE PER PLAT
(WIDTH UNSPECIFIED PER PLAT)
-
-
-
LOT 2
BLOCK 69
I
-----
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----.: ~. . -._'.- ...-?"---
---
. --:/
--- .
SOUTHERL Y R/W LINE OF PARK PLACF
<:>.."""'~
. __ 2..?0. '''rAQ
. __ .2.20' (R)
--
/
(NO /J
P-.
--
--
fNO 4"x4" eM
__ (NO I)
--
CURVE TABLE (M)
--.~
NE CORNER
LOT 5
BLOCK 62
NO.
1
2
3
4
5
RADIUS
2645.50'
2755.50'
1377,58'
1377,58'
1377.58'
ARC
142,42'
148.26'
54.53'
54.53'
54,53'
CHORD
142.40'
148.25'
54.53'
54.53'
54.53'
CHORD BEARING
N.10'43'48"E.
N,10'44'59"E.
S. 1 T42'55"W.
S.10'26'50"W.
S" 08'1 O'45"W.
CURVE TABLE (R)
NO. RADIUS ARC NO, RADIUS ARC NO, RADIUS ARC
1 3102.39' 143.00' 6 3102,39' 57.20' 11 3212,39' 29.78'
2 3212,39' 148.88' 7 3102.39 57.20' 12 3212,39' 59.55'
3 1378,80' 54.97' 8 3102.39' 28,60' 13 3212.39' 59.55'
4 1378.80' 54.97' 9 3102,39' 28,60' 14 3102,39' 60.00'
5 1378,80' 54.97' 10 3212.39' 29.78'
REVISED:
OFRCE LOCATION: 1305 SOUTH HIGHLAND AVE.
CLEARWATER, FLORIDA 33756-3508
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
PREPARED FOR AND CERTIFIED TO:
RONALD J. & MIRElLLE POLLACK
TARGET LAND SURVEYING. INC.
P. O. BOX 663
DUNEDIN, FL 34697-0663 PH:(727) 784-0573
I hereby certify that this survey was made under my responsible
charge and meets the minimum Technical Standards as set forth
by the Flt;>rida Board of Professional Land Surveyors in Chapter
61 G 17, Florida Administrative Code, pursuant to Section 472.027.
Florida Statutes
COPYRIGHT C 2004 TARGET LAND SURVEYING INC.
..~ e..J~
Philip C. Stock
RLS #3035, LB #~570
8-6-04
DA TE OF CERTIFICATION
Field Survey 8-4-04
FB# 411-A Pg41 & 42
Job# 000505.01
Drawn By: T.M./D.M.
Surveyed By: S.S./D.F.
\
AUG 1 9 200~
ORIGINAL
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SITE DATA TABLE
LAND AREA:
EXISTING UNITS:
PROPOSED UNITS:
GROSS FLOOR AREA:
PARKING SPACES:
TOTAL PAVED AREA:
LANDSCAPE MATERIAL:
RECORD BOOK: 14
BUILDING HEIGHT:
ISR:
FAR:
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SITE DATA TABLE
LAND AREA:
EXISTING UNITS:
PROPOSED UNITS:
GROSS FLOOR AREA:
PARKING SPACES:
TOTAL PAVED AREA:
LANDSCAPE MATERIAL:
RECORD BOOK: 14
BUILDING HEIGHT:
ISR:
FAR:
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10,022 SQUARE FEET
1
N/A
EXISTING: 3210 SF
6
800 SF
N/A
PAGES 32-35
25'
.35
N/A
.23 ACRES
ADDITION TO EXISTING UNIT
GARAGE: 418 SF ADDITION: 520 SF
NO REMOVAL OF EXISTING LANDSCAPING
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SHEET INDEX
A 1 SITE PLAN
A2 MAIN LEVEL FLOOR PLAN
A3 UPPER LEVEL FLOOR PLAN
A4 EAST AND NORTH ELEVATIONS
AS WEST AND SOUTH ELEVATIONS
SURVEY
SURROUNDING PROPERTY SURVEYS
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DATE
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SCALE
.JOB NO,
SHEET
A1
OF SHEETS