FLS01-11-87
FLS 01-11-87
1180 Cleveland St
Sleep Inn Suites
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:... CLEARWATER. FL
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Calculation Summary
WATER QUALITY:
Drainage Area = 1.21 acres
V olume equivalent to ~ - inch of runoff
Vol = 1.21 x 43,569 x 1/24 = 2,197 c.f. = 0.05 a.f.
Volume is achieved at elevation
Drawdown is by percolation in less than 24 hours
CITY OF CLEARWATER RETENTION:
Pre-Condition Coefficient of Runoff
Impervious Area = 0.588 ac
Open Area = 0.622 ac
Total = 1. 210ac
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C1 = (0.588)(0.475) + (0.622)(0.2) = 0.33 Note: C for impervious taken as 0.95/2=0.475
1.21
Post-Condition Coefficient of Runoff
Impervious Area = 0.676 ac
Pond Area = 0.039 ac
Open Area = 0.495 ac
1.210 ac
C2 = (0.676)(0.95) + (0.039)(1.00) + (0.495)(0.2) = 0.65
1.21
V olume required for 50-Year / 1- Hour storm:
VR = (~-CI) X ACx I x3,600 sec/hr
VR = (0.65-0.33) x 1.210 x 3.7 x 3,600 = 5,158 cubic feet
V olume Provided in Pond @ Elevation 45.14 = 5,158 cubic feet
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DRAINAGE CALCULATIONS
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Sleep Inn
November, 2001
Project No. 0137
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BUSINESS BUSINESS BUSINESS
DISTRICT DISTRICT DISTRICT
----.----.--.-.--.. -.--...-.-.-. - -----_._-----~-
OVERNIGHT ACCEPTABLE
ACCOMMODATIONS
OFFICE (80 UNITS) USE
- --~--_.~.._~-,--- --------- --.---.-----.----- --_._-----~._-------- -~-
52,748.85 SO.FT. 52,748.85 SO.FT.
---
1.21 ACRE 1.21 ACRE
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AGE: 4,014.8 SO.FT. 11,126.2 SO.FT.
---
ROSS SITE) 7% 21%
--- --------~--_._- ---_._---~ r----________,.___ --------.------_____w_
REA (S.F.): 6,904.5 SO.FT. 66,757.2 SO.FT.
---
0.13 1.27
.. --, .___._~..__w_. - -- ---. --------------_.~_.-
rtONT': 53.3' 7.7' ---
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-IDE: 50.7' 5' ---
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~.EAR: 99.4' 85.7' ---
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2 STORY 6 STORY FLEX - STANDARD
APPROVAL RET'D
.- - ____w~__...___,____._._
~ USE AREA: 20.653.3 SO.FT. 21,906.2 SO.FT.
---
--.- .--. ---- ------- -'-- -...~---_.__.__._-,-
rACE RATIO: 25,618.6 SO.FT. 35,679.6 SO.FT.
---
0.486 0.676
-~.- -.------- ------.-- -.------------- ------------~ 1---.-------------------
27,130.25 SO.FT. 17,069.2 SO.FT.
---
-ROSS SITE) 51% 32%
-.. ---.-.. ---------.----.-----
"7"ERIOR' LANDSCAPING: N/A 2,512 SQ. FT. 10%
'.U.A.) 11.5%
---- - .. ---
N/A 64 SPACES 60 SPACES
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Lots 4, 5, 6, 7 and 8, CLEARWATER HEIGHTS, according to the plat
thereof as recorded in Plat !Jook 4, Page 99, of the Public Records
of Hillsborough County, Florida of which Pinellas County was formerly
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Issue Date:
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07/20/0'1 I
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FLOOD ZONE INFORMATION
TriE ABOVE DESCRIBED PROPr~RTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP - PANEL 15 OF
COMMUNITY PANEL 125096 C~J15 D
MAP REVISED: AUGUST 19 1991
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SUBJEC T.
FLORIDA DESIGN CONSUL TANTS, INC.
ENGINEERS, ENVIHONMEN f AUS fS, SUHVEYOHS 8 PLANNERS
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SliEE T DESCRiP TION,
1180 CLEVELAND STREET
BOUNDARY AND
TOPOGRAPHIC SURVEY
.-
6/14/2000 Ri'..:( '.tJHIfICA noNS
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RIVISKoltiS
Section ~ . fownship 29 South, r~onge ~ East.
PINELLAS _ County. Florida
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SUf~VEYORtS REPORT
MAP OF SUr~VEY:
SEE SHEE T 2 FOR MAP OF SUf~VEY
THE MAP AND REPORT ARE NOT FULL AND COMPLEfE WI THOUT THE OTHER
LEGAL OESCHlP nON:
(SEE DATA SOURCE 2)
Lots 4, 5, 6. 7 and 8. CLEARWATER HEIGHTS
Plat Book 4. Page 9'3. at the Public Records
Pinel las County NOS formerly a part
, according to the plat thereof as recorded In
Of Hlllsborough County. Florida of 'NhlCh
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THE HORllONTAL CONTROL FOR THIS SURVEY. AS CLASSIFIED
IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC), IS "COMvlERCIAL/HIGH f~ISKu THE MINIMI.;M
RELA T I VE 0 1ST ANCE ACCURACY FOR TH I S TYPE OF SUr~VEY I S I FOO TIN 10,000 FEE T . THE ACCURACY
OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMEr:~IC FIGURE WAS FOUND TO EXCEED
THIS REQUIREMENT
2 METHODS FOR ALL HORIZONTAL CONTf~OL MEASURE.MENTS WERE MADE WITH A TRANSIT AND STEEL
TAPE. OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY
3. THE FIELD MEASUI~ED VERT I CAL CON mOL FOf~ ELEVA T ION I NFORMA T ION SHOWN UPON THE MAP OF
SURVEY IS BASED ON A LEVEL LOOP, AND THE ACCURACY OF THE CLOSURE (IN FEET) EXCEEDS A
STANDARD OF PLUS OR MINUS 0 05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES
DA fA SOUr~CES:
I, BEAR I NGS ARE BASED UPON THE SOU 1H BOUNDARY I_I NE OF LO TS 4
SAME ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF CLEVELAND
S890 18'52"E AS SHOWN ON MAP OF SURVEY
8, CLEARWATER HEIGHTS.
STREET BEING ASSUMED AS
2 T HIS SUf~VEY WAS PREPARED \\1 I THOU T THE BENEF I T OF A TITLE COr.'M t TMEN T .
3. NO INFORMATION FOR THE ADJOINING PROPERTY
DEED INFORMATION SHOWN FOR ADJOINING PROPERTIES
APPRAISERS OFFICE. CUSTOMER SERVICE
OWNERS WAS SUPPL I ED TO THE SUr~VEYOR. THE
ARE PER THE PINELLAS COUNTY PROPERTY
4.ELEVATIONS ARE BASED UPON CITY OF CLEARWATER BENCH tvI.ARKS - MAY 19B5 UPDATE INFO/CHANGES
FOR CITY OF CLEARWATER CITY BENCH, CONTROL BENCH ~.ARK USED IS DESIGNATED "CD-1". FOUND 5"
DIAMETER CONCI~ETE MONUMENT WITH BRASS DISK. STAMPED "CITY OF CLEARWATER ELEV", ELEVATION ::
.36.633' CI TY OF CLEARWATEr~ BENCH MARKS NOTE: ","III Datum Based on . U.S Army Corps at
Engineers Brass Disk #10 41 I MLS EDD 84-1934 Att 19 ~ Stevenson Creek Elev :: 10417'
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TIE IN SURVEY. PREPARED BY
LARRY L EVANS. FLORIDA REGISTRATION NO 2937. LAST UPDATE 1-27-98, INV. NO. 98-080
6 (SEE LIMI lATIONS 2, DATA SOURCE 2)
,. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A SURVEY TITLED "MADISON AVENUE/GOULD
STREET RECONSTRUCTION RIGHT-OF-WAY AND TOPOGRAP' !C SURVEY", PREPARED BY FLORIDA DESIGN
CONSULTANTS. INC. JOB NO. 191-02, LAST DATE 0:. fiELD NORK 1/21/19913
8 THE RECORD PLATS OF "CLEARWATER HEIGHTS" AS RECORDED IN PLAT H4. PAGE 99 (SHOWN AS
(PION MAP OF SURVEY], AND "BASSEDENA". AS RECORDED IN PLAT BOOK 6. PAGE 26 [SHOWN AS (PI)
ON MAP OF SURVEY]. BOTH OF THE PUBL 1 C RECORDS OF PI NELL AS COUNTY, FLOR I DA, WE1<E UT I L IlED
IN THE PREPARATION OF THIS SURVEY
UMI fA nONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO, WILL BE THE
RE -USEr~S SOLE r~ I SK WITHOUT L 1 ABI L I TY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF TlilS COUNTY
3. THE LOCA T IONS OF THE UNDEr<GROUND UT I LIT I ES AND / or~ THE I RAPPURTIENANCES WEHE PERFOF.lvlED
BY A FIELD SURVEY AND ONLY LOCATED AS SHONN ON THE FACE OF THE SUHVEY. ONLY THE
UNDERGHOUND UT ILl 11 ES AND/Of~ THE I R APPUHTENANCES WH I CH WEr~E V I SIBLE fROM GHOUND LEVEL TO
THE SURVEYOR ON fHE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR
SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE
OF ANY UNDERGROUND UTILITIES AND/OR THEIR APPUHTENANCES. THE SURVEYOR MAKES NO GUARANTEE
THA T THE UNDERGr<OUND UT I LIT I ES AND/OR THE I R APPUrHENANCES SHOWN COMPR I SE ALL SUCH
UT I LIT I ES I N THE AI-~EA, EITHER IN SERV I CE OR ABANDONED,
4 PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS.
I TEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION
THERE MAY BE
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED
6 IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SHOWN HEREON
7 FIELD \VORK WAS COMPLE TED ON 3/ I 1/2000.
8 CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED POINTS. (SEE
BOUNDARY INCONSISTENCIES)
9. ONLY NON-EXOTIC TREES 4 INCHES IN DIAMETER AT BREAST HEIGHT (DBH) 'NERE LOCATED AND
SHOWN ON THE MAP OF SURVE\
SUBJEC 1
FLORIDA DESIGN COI\JSUL T A I\J TS, INC.
ENGINEERS, ENVIRONMEN fALlSTS, SURVEYORS 8 PLANNERS
1180 CLEVELAND STREET
G.3<) '-AcCorm,c. [Ir (: leor 'Noter , , 33759
Tel (81.3\ 1248422 Fox (81' 1?4 8606
Certificate of Authorilation: L8 6701
Stote of Florido
EASEMEN fS/RIGHTS-OF-WAYS
I. SEE DATA SOURCE 6
2. SIDEWALK EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 6680. PAGE 15, OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA [AS SHOWN ON MAP OF SURVEY]
3 OIL, GAS AND MINERAL RESERVATIONS RESERVED UNTO PINELLAS COUNTY AS SET FORTH IN DEED
RECORDED IN OFFICIAL RECORDS BOOK 6592. PAGE 1181 OF THE PUBLIC RECORDS OF PINELLAS COUNTY
FLORIDA.
4. RIGHT-Of-WAY FOR CLEVELAND STHEET IS AS SHOWN ON THE PLAT OF "CLEARNATER HEIGHTS" (SEE
DATA SOURCE 8)
BOUNDARY INCONSlS TENCIES:
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE
FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY CORNERS WI TH MULTIPLE BOUNDARY
MONUMENTS ALONG WITH THEIR CORRESPONDING fJUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF
SURVEY
APPARENT PHYSICAL USE:
THE SUBJECT SITE CONTAINES EXISTING IMPROVEMENTS AS SHOWN ON MAP OF SURVEY. USE UNKNOWN
CERTIFIED TO:
OZARK 8 PERRON PA
ATTORNEYS' TITLE INSURANCE FUND. INC
S 8 P PROPERTIES LC.
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
ROBERT C. WRIGHT JR
PROfESSIONAL SURVEYOR AND tvlAPPER
LICENSE NUMBEH LS 4965
STATE OF FLORIDA
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Corrugoted Metol Pipe
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"'" Deportment of NlJtural ReSO'.irces
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Fire Hydrant
Found Iron Roo and Cop
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MES
MH
MHW
MOL
N
N/C
N/F
NAD
NAVO
NGS
NGVO
NP
(NR)
a/A
OHW
OR
(PA)
PB
PC
PCED
PCP
PC(S)
FOI.Jnd Nail
Fo'...nd
Found Noil and Disk
== Finished Floor Elevalion
Found Nail ond Tin Tob
Found Open End Iron Pipe
floridQ Po....'er Corporotion Box
Florida POlfer Corporation
:::: Found Pinched iron Pipe
::: Found Railrood Spike
::: Feet
::: Fence Tie
"'" Found X-cut
== Guy Wire Anchor
Grale Elevation
Grote Inlet
::: Cos Volve
:::: In\ert Devotion
In \ er t
== Corpor'Jte Certificotion Number
light Pole
licensed Sur\eyor
== M'Jsonry
== Mitered End Section
:::: Manhole
::: Mean High 'Noter
More or Less
North
== No Cop
Not Found
North American D'.ltl.Jln
North American Vertical Datum
Notional Geodetic Survey
::: Notion Geodelic Veftical Doturn
Normal Pool Elevation
Non r~adial
Over 011
== O\erheod Wire
Officiol Record Book
Properly Approisers Mop Dot'J
Plot Book
Point of CurvQture
Pinellos County Engineering Deportment
Perm'.Jnent Control Point
P'J'~es
BOUNDARY AND
TOPOGRAPHIC SURVEY
PI
~
PlS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHiV
SiR
SIR(W)
SMH
SN .SeD
SN&D(W)
sa
SR
STY
S/W
IBM
TOB
(TYP)
T'NP
U/P
VCP
W
V'i/
'H/F
WM
'MJP
WiT
WV
xx'
xx'
xx"
xx'
NO.
Point of in tersection
Property line
::: Professional land Surveyor
0: Point of Beginning
Point of Commencement
Point on line
Permanent r~eference Mon1...rnent
Mopper
4")(4". PRM LB 6101
'IVilh
Wood Fence
Waler Meter
Wood Utility Pole
= Wall fie
::: Water V<Jlve
:::: De'jrees
:::: Minules (Bearings)
::: Seconds (Be'Jring)
::: Feet (Distonces)
6/14/2000
REVl~ ~:[AnnCAnONS
CAlE
REV;ZIONS
L1NETYPE LEGEND
<'
^
SYMijOLS LEGEND
.+- ::: Ae.-riol Tor'~et
~ ::: Eiench I.,4'Jrk
fP1 ::: Coble TV Paint Stripe
Kro "'" Coble TV Box
@ :::: Communications l.,4anhole
. :::: Concrete light Pole
. oS Concrete Post
(.., == Conuete Utility Pole
@ :::: Drainage Monhole
1m ::: Electric Box
ct) -= Electric Manhole
~r:cps::: F PC P'Jint Stripe
.;t == FPC Pedeslal
}/, ::: Fire Hydront
<D '" nag Pole
p':il:::: C'JS Line Marker
J.i, :::: Gos FiBer Cop
~ == r";as Volve
rn '" Cos Meter Box
r ;LPS '" Gos line Point Stripe
IlY =-" Q.ota Inlet
@ ,.'" \. if M'Jnhole
"'~'" elE Peceslal
iClD -= GTE l.,4orker
-) ::: Guy Wire
Q ,-i'jht Pole
!0!1 'Aail Box
Section ~ , fownship 29 South, r~anqe .-1.2 East.
PINELLAS County, Florida
"'" Boundary Line
== Center Line
= Eosement line
:::: Edge of \Voter
:::: Jurisdictional Line
:::: R!ght-Of-'#Qy Line
::: SectIon Line
<:' Top Bonk or Top of Berm
. . . . . , . . Toe of Slope or Grode Break
(J) == Met.JI Post
o ,," Monitoring Well
~
:::
~,'PJ ==
l8]J==
~ ==
~ ;2
@ :::
?_~NPS ::::
Parking l.,4eter
Re<;;loimed Water P'Jint Str:pe
Recl'Jimed W'Jter Box
Reclaimed "Voter Valve
Sonitory Sewer l.,4onho!e
Sanitory Clwnout
Sonitory Se....er Point Slripe
Section Corner
0::::
.t( "'" Si'Jmese Connection
Sign
Sprinkler Control Box
Sprinkler Head
Storm Water Point Stripe
Traffic SIgnal Box
Traffic Signal Pole
NPS :::: W'Jter Line P'Jint Stripe
00 ::: Woter Meter
t><J "Voter V'Jlve
-or- ::::
lliJ):::
.'if ::::
.'?l\1?S =
~==
l.!D"'"
({L == \Vood Utility Pole
J) Wood Light Pole
,t '-'" WO'::Jd Post
'1,~
'1,~'
i- == Point of ElevtJtion
25.2' ::: Colculoted Dimension frorn Structure
-= to BO'.Jnd'Jry / Rlght- of-Nay Line
DOCUMEN r LEGEND
(p)
(P1 )
SEE DATA SOURCE 8
= SEE DATA SOURCE 8
'TREE LEGEND
~ -= Australian Pine Tree
@) '" Banono Tree
~ -= Bay free
@) .'" Bottle BflJsh Tree
@) -: Brozilion Pepper
@ '" Bush
@=
0==
@ ~.,
C'Jclus
Comphor Tree
Cedar Tree
== Professional SUf\eyor and
:::: Point of Tan'jency
:::: Polyvin~ Chloride P;pe
'" Recorded Dala
Reinforced Conuete Pipe
=- Reqistefed lond S<Jf\eyor
Ronge
Right of WQY
SOlJ th
Set Concrete Monument,
:::: Section
Seosoool High Waler E!av'ation
::: Set 5/8"lron Rod and Cop, FOC LB 6107
Set 5/8"lron Rod and Cop. FOC LB 61071VITNESS PT
Sonilary M'Jnhole
'" Set Noil and Disk, FOC LB 6/07
:::: Set Noil and Disk, FOC LB 6707 \~ T'NESS' PT
.::: SqlJare
::: Stote Rood
Story
Sidewalk
Temporary Benchmark
Top of Bank
Typlcol
Township
Utility Pole
:::: Vitrified C1QY Pipe
West
@ :::: Citrus Tree
@ '" Cherry L'Jurel Tree
@ "" Chino Berry Tree
(c,j ::: Cypress Tree
@:) '''' Deod Tree
@ = Eor Tree
@ .::: Eucalyptus Tree
(CWO
@::: E\er9reen Tree
@ :::: Hickory Tree
e == Holly Tree
(.9 == JlJcorond'J Tree
@ == loquot Tree
o '-'" Ma9no!l'J Tree
o '"' Mop!e Tree
@ = Mirnoso Tree
@::::
@==
@==
@"'"
Mullbefry Tree
Myrtle Tree
Oak Tree
Palm Tree
@ =- Pine free
E9 == P,...nk Tree
@ = Sycamore Tree
o == Unk.nown Tree
@ ::: 'Nillow Tree
Type
JOB ~O.
. 998..60
fnD SOOf( N? I PAVE
I
8'f
546/41-45,4 -, SlIT
LE.
2
N/~
'"
"1 ",
~
LAST DA TE OF FIELD WORK, :5/1112000
SEE SHEE T I FOR SURVEYOR'S REPORT
AND LEGENDS
SEE SHEET 2 FOR MAP OF SURVEY
ADDtTlONS OR DELE nONS fO SURVEY
MAPS OR REPORTS BY orHER THAN THE
SIGNING PARTY OR PAR TIES IS
PROHIBITED WtTHOU f WRIT TEN CONSEN f
OF THE SIGNIN. G.. PAR..!} OR PAR f1ES
DATE SIGNED., ~~/7 ...e~
," ";':,,,_~,,1'~
THIS SURVEY NO....T. VA. 1I0.'~ (II T~9. 'H "i1l.S.I('N. A H;RE ANO THE ORICiNAL
~Ai$EO $EA.L jor .1- .~~RA IJh>/(9. SURVEYOR ANO MAPPER.
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P'a'Q".f;ii}"..f!. ~ S'*l.VE;l~ :~~':,MAPPER
e.' (' ti. ~ fit,~81S\~!^ 65
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