FLD2004-09065 (2)
FLD2004-09065
1 05 Brightwater Dr
BELLE MURANO
CONDO'S
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CITY OF
CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REVIEW
March 25,2005
Robert Szasz
R & S Investments of Pmellas, LLC
1860 N Ft Hamson Avenue
Clearwater, FL 33755
RE Development Order - Case FLD2004-09065
105 Bnghtwater Dnve
Dear Mr Szasz
ThIS letter constItutes a Development Order pursuant to SectlOn 4-206 D 6 of the Commumty
Development Code On March 22, 2005, the Commumty Development Board revIewed your request for
FleXIble Development approval to permIt attached dwellmgs wIth a reductlOn to lot area from 10,000 to
7,214 square feet, a reductIon to lot wIdth from 100 feet to 60 feet and an mcrease to bmldmg heIght of
an addItIonal three feet for penmeter parapets (from roof deck - roof deck at 35-foot heIght) and to permIt
a bUIldmg wIthm the VISIbIlIty trIangles, under the provIslOns of SectlOn 2-803 B The Commumty
Development Board (CDB) APPROVED the applIcatlOns wIth the followmg bases and condItIons
Bases for Approval
1 The proposal complIes wIth the FleXIble Development cntena for attached dwellIngs per SectIon 2-
803 B,
2 The proposal IS m complIance wIth other standards m the Code mcludmg the General ApplIcabIlIty
Cntena per SectIon 3-913, and
3 The development IS compatIble wIth the surroundmg area and wIll enhance other redevelopment
efforts
CondItIons of Approval
1 That the final desIgn and color of the bUIldmg be consIstent WIth the conceptual elevatlOns
submItted to, or as modIfied by, the CDB,
2 That boats moored at the docks, lIft and/or slIps be for the exclusIve use by the resIdents and/or
guests of the condommIUms and not be permItted to be sub-leased separately from the
condommIUms,
3 That any future freestandmg SIgn be a monument-style SIgn a maXImum four feet m heIght and
deSIgned to match the extenor matenals and color of the bmldmg,
4 That a condommIUm plat be recorded pnor to the Issuance of the first CertIficate of Occupancy,
5 That all applIcable reqUIrements of Chapter 39 of the BUIldmg Code be met related to seawall
setbacks,
BRIAN J AUNG'iT, MAYOR-COMMI~~ION[R
HoY! HAMil TON, Vier MAYOR-COMMI'i'iIONFR WHITNEY GRAY, CO\IMI,~IOI\FR
FRANK HIBBARD, COMMI)~IONFR (1) Bill JON'iON, COM\ll"IOI\I R
"[QUAI EMPLOYMrNT AND API IRMAl IV[ ACll0N EMPIOYFR"
/
'~l
March 25, 2005
Szasz - Page Two
6 That all proposed utIlItIes (from the nght-of-way to the proposed bUIldmg) be placed
underground CondUIts for the future undergroundmg of eXIstmg utilIties wIthm the abuttmg
nght-of-way shall be mstalled along the entIre SIte's street frontages pnor to the Issuance of a
CertIficate of Occupancy The applIcant's representatIve shall coordmate the SIze and number of
condUIts WIth all affected utIlIty prOVIders (electrIC, phone, cable, etc ), WIth the exact locatIOn,
SIze and number of condUIts to be approved by the applIcant's engmeer and the CIty'S
Engmeenng Department pnor to the commencement of work,
7 That all FIre Department reqUIrements be met pnor to the Issuance of any permIts, and
8 That all Parks and RecreatIon fees be paId pnor to the Issuance of any permIts
Pursuant to SectIOn 4-407, an applIcatIOn for a bUIldmg permIt shall be made wIthm one year of FlexIble
Development approval (March 22, 2006) All reqUIred certIficates of occupancy shall be obtamed wIthm
one year of the date of Issuance of the bUIldmg permIt TIme frames do not change WIth succeSSIve
owners The Commumty Development Coordmator may grant an extenSIOn of tIme for a penod not to
exceed one year and only wIthm the ongmal penod of valIdIty The Commumty Development Board may
approve one addItIonal extenSIon of tIme after the commumty development coordmator's extenSIon to
ImtIate a bUIldmg permIt applIcatIOn
The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtam any bUIldmg
permIts or pay any Impact fees that may be reqUIred In order to faCIlItate the Issuance of any permIt or
lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when applymg for any
permIts or lIcenses that reqUIre thIS pnor development approval
AddItIonally, an appeal of a Level Two approval (FleXIble Development) may be mItIated pursuant to
SectIon 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of the
CDB meetmg The filIng of an applIcatIon/notIce of appeal shall stay the effect of the deCISIOn pendmg
the final determmatIon of the case The appeal penod for your case expIres on Apnl 5, 2005 (14 days
from the date of the CDB meetmg)
If you have any questIons, please do not heSItate to call Wayne M Wells, Planner ill, at 727-562-4504
You can access zomng mformatIon for parcels wIthm the City through our websIte
www mvclearwater com/gov/deots/plannmg *Make Us Your Favonte'
CynthIa H Tarapam, AICP
Planmng DIrector
S 'Planmng Department'C D B\FLEX (FLD) IInacll ve or Flmshed AppllcatlOnslBrzghtwater 105 Belle Murano (7) - Approved\Brzghtwater 105
Development Order doc
,,:
SEC: 08
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RGE: 15E
FOR
R & S INVESTMENTS OF PINELLAS L.C.
1947 PETERS PLACE
CLEARWATER, FLORIDA 33764.
(727) 656-8742
No.
1 .
2.
3.
TWP: 29S
v C NITY MAP
ndex
Ti tie
SITE PLAN/LANDSCAPE
ELEVA TIONS
SURVEY / UTILITY / DRAINAGE
SITE PLAN APPROVED
CASE # rLP Uot- 0' 0 ~
CASE TYPE -
ORe DATE Ilh1..)D+ -t I2-J3oj{)+
COB DATE 3~ ~
SIGNATU~ -~ IN~
DATE 3 l.. S" S'
OR\G\NAL
JAN 0 6 2005
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PLANTING DETAILS:
- TREES AND PALMS TO BE PLANTED, AS NOTED;
ALL TREES TO BE PLACED IN HOLE EQUAL TO TWICE BALL DIAMETER
TOP OF TREE BALL TO REMAIN AT FINISHED GRADE
BACKFILL WITH TOPSOIL & PEAT MOSS (3: 1), IN 9" LIFTS, WATERING AT EACH LIFT.
TOP WITH TWO INCHES OF MULCH
SECURE TREE WITH 3 GUYS OF 10 GA, WIRE 120 DEGREES APART
PALMS TO BE SECURED WITH 3-2 x 4'S 120 DEGREES APART, AT 1/2 HEIGHT OF TREE
ATTACHED TO 2x4 BLOCKS STRAPPED TO TRUNK. PALMS TO BE BOOTED AND HURRICANE CUT
-SHRUBS AND GROUND COVER TO BE PLANTED. AS NOTED;
ALL SHRUBS TO BE PLACED IN HOLE EQUAL TO 1 AND A 1/2 BALL DIAMETER
TOP OF SHRUB BALL TO REMAIN AT FINISHED GRADE
BACKFILL WITH TOPSOIL & PEAT MOSS (3: 1), TO 1/2 BALL L1FTS, WATERING AT EACH LIFT.
TOP WITH TWO INCHES OF MULCH
LANDSCAPING NOTES:
- TREES TO BE PLANTED, AS NOTED;
PALMS SHOULD BE 10' CLEAR TRUNK (STRAIGHT)
TREES SHOULD BE 10' HEIGHT WITH 2.5" CALIPER
ORNAMENTAL TREES SHOULD BE 8' HEIGHT WITH 2" CALIPER
- SHRUBS @ PERIMETER BUFFER, 3 GALLON 18" - 24" IN HEIGHT @ 36" a.c.
- SHRUBS @ INTERIOR, 3 GALLON 14" - 24" IN HEIGHT @ 30" - 36" a.c.
- GROUND COVER, 1 GALLON MIN. @ 24" a.c.
- AT TIME OF PLANTING, NO TREES TO BE PLANTED UNDER OVERHEAD OBSTR.'S
- ALL PLANTING MATERIAL TO BE FLORIDA GRADE #1 OR BETTER.
- ALL AREAS NOT OTHERWISE LANDSCAPED
SHALL BE SODDED (FLORITAM) OR SEEDED.
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ALL LANDSCAPING WILL BE PROTECTED BY A 6" TALL CURB TO
PROTECT IT FROM PEDESTRIAN AND VEHICULAR TRAFFIC.
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SOLID WASTE NOTES:
3 - 90 GALLON CANS TO BE STORED
UNDER BUILDING IN SEPARATE ENCLOSED AREA
AND TO BE BROUGHT TO CURB BY OWNERS.
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15 pc's
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7,214.1 SQ,FT. 5000-10000 SQ,FT, 7,214.1 SQ,FT,
0.1656 AC. 0.1148-0,2296 AC. 0.1656 AC.
LAND AREA
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PLANTING DETIlS, AND OTHER GENERAL NOTES,
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5 SPACES
540 SQ,FT
BLDG, 3,276
TOT AL 3,816
35.00'
0,53
N/A
4.5 SPACES
6853.3 SQ,FT,
3224.88 SQ.FT,
5 SPACES
4,492,1 SQ,FT,
GROSS FL. AREA
PARKING SPACES:
TOTAL PAVED AREA:
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BUILDING HEIGHT:
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0,95
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IRIGA TION
NOTES:
IRRIGA TlON SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW
TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION
AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH
WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM
WHEN ADEQUA TE RAINFALL HAS OCCURED. WA TER SUPPLY SHALL 8E PIPED
TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE. SHALL ANY PLANTED
VEGETATION AREA 8E MORE THAN 50' FROM A WATER SUPPLY HOSE 818B,
SHALLOW WELLS, OPEN SURFACE WATER 80DIES, OR RECLAIMED WATER SHALL
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SITE PLAN
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M
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NOTE:
ALL STORM ~ATER TREATED ON SITE
AND OVERFLO~ DISCHARGED TO GULF,
15'
15'
SHT, NO,
1/3
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JAN 0 6 2005
EASTERN ELEV A TION
SCALE: 1/8// = 1/
BUILDING TO BE STUCCO wITH
TAN/YELLOw IN COLOR)
AND wHITE TRIM AND ACCENTS,
ROOF IS TO BE BARREL TILE IN
TERRA COT A COLOR,
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FLOOD INFORMATION:
ZONE:
NUMBER:
DATE:
AE (ELID
125096-0l02G
09-03-03
LEGAL:
LOT 2J BA YSIDE SUBDIVISION NO, 2
AS RECORDED IN PLAT BOOK 27,
PAGES 32-33J ACCORDING TO THE
PUBLIC RECORDS OF PINELLAS
COUNTY J FLORIDA
7 J214.1 SQ.FT'J 0.166 ACRES
LEGEND:
SIR SET IRON ROD 'W ICAP #4495
FCC FOUND CROSS CUT
FN FOUND NAIL
PC POINT OF CURVATURE
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ALL PROPOSED UTILITIES ARE TO BE
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STREET FRONTAGE,
NOTE:
ALL 'WATERMAINS AND HYDRANT TO BE
INSATALLED AND IN SERVICE PRIOR
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20
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PROPERTY SIZEI 7,214.1 SQ,FT,0,1656 AC,
PROPOSED DWELLING UNITS: 3 UNITS
PARKING SPACES. 5 SPACES
TOTAL PAVED AREA: 540 SQ.FT,
BUILDING HEIGHTI 42,75'
LS,R,I 0,59 BLDG, 3,2076
PAVED 540
TOTAL 3,816
LEGEND
SITE DA T A:
~~e.) X EXIST, GRADE
15,30' 1 x PROPOSED GRADE
NOTE:
ALL STORM 'WATER TREATED ON SITE
AND OVERFLO'W DISCHARGED TO GULF.
..
DRAINAGE FLO\l
6
HYD,
FIRE HYDRANT
Garage Level El 4,50
Lowest Living Floorl El 13,50
1. Proposeol IMpervious Covera.ge 3816 SF
2, Proposeol Retention Area. 3/4' Over Project (451 CF)
3, 25 Yea.r Retention VolUMe for IMproveol La.nol (59 CD
4, Top of Ba.nk for Retention Area. El 4,00
5, Design High \oIa.ter for Retention Area. El 3,75
6, Design Low \oIa.ter for Retention Area. El 3.10
7, Retention Area. Provloles 509 Cubic Feet,
8, All Roof Dra.lns a.re insiole bulloling a.nol oIischa.rge Into Retention Area.,
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POND SECTION AlA
l' = 5'
12.
4'-0.
5'-4.
12.
3.17'
1 c::::-
4
POND SECTION B:B
Drainage Calculations:
Drainage Area # 1
T ota I Area
l' = 5'
7214.10
(0.90) 38164 SF 3434.40
(0.50) 3398.10 SF 679.62
411 4.02
Impervious Area
Vegetated Area
Total
Weight Coeffiiceint 0.57
Historic Peak Discharge :
Q=CIA
0.704 CFS
Duration Inntensity Peak Storm RID Released Flow Required Storage
cfs cf cf cf
8.5
7.4
0.803
0.699
481.669
629.003
422.31 3
633.470
59
-4
Critical Storage Volume
SWFWMD 3/4 inch rainfall over area
Total Storage Provided
Drawdown Calculations: Pond Number 1
59 C F
451 cf
509 C F
Elevation
Darcy's Law for flow though porous Materials
K - Value = 0.0422 CM/SEC
Total
Head
Total
Volume
3.75
3.50
3.25
3.00
2.00
0.75
0.50
0.25
518
178
44
-15
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X
Hydraulic
Gradient
Area of
Filter
Flow
Avg
Flow
Incr
1.000
0.375
0..250
0.125
33
20
7
-5
162
37
9
-3
o
100
23
3
0.00
3.41
5.74
18.88
Total length of underdrain is 50 feet, invert of 1.1 and a total drawdown time of 24 hours.
T.O.B. EI 4.00
Top of Aluminum Skimmer EI 4.00
\ Overflow level EI 3.75
J.
-
Discharge Pipe :-
/0
Inv EI 1.10
I-
Drainage Control Structure
15" RCP DISCHARGE Inv EI 1.10
Sldmllltl' not IIIown for clatllr
e.
rrant Elevcrtian Cantrol structUrlI
HIS
Concrete to be 3000 PSI after 28 days.
3/4- chamfer on all exposed edges.
Use #4 Rebars spaced 12- alc each way.
Grote, Non-Traffic.
Skimmer
Nate:
Attach skimmer to structure with four (4) 1/2".
aluminum expo bolts with fiber or rubber gaskets.
Top of skimmer to be 3" above D.H.W.
bottom of skimmer to be located 3- above
bottom of pond level.
4
48"
.EIlm
Overflow Control Structure
N.T.S.
Total
0.00
3.41
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