FLS00-07-50
FLS 00-07-50
AUBIN
1941 EDGEW A TER
DRIVWE
CITY OF CLEARWATER
PLANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAl. SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
October 20, 2000
Mr. George Aubin
1536 Commercial Park Drive, Suite 9
Lakeland, Florida 33801
RE: Development Order regarding case FLS 00-07-50 at 1941 Edgewater Drive
Dear Mr. Aubin:
On August 10, 2000, the Development Review Committee (DRC) reviewed your
application to construct a 29,933 square foot, 40-room hotel on the above referenced site,
The DRC recommended approval of the proposal subject to the following conditions:
11)
c
12)
1)
That the height of the building be limited to 35 feet as measured from the flood
elevation to the highest finished roof surface;
That the height of decorative building gables be limited to 42 feet;
That the height of the porte cochiere be limited to 31 feet;
That vehicle access be prohibited from Edgewater Drive;
That the building exterior be painted light beige with taupe accent colors (Porter
Paint: Cookie dough E 36-1, Nutmeg E 39-3, and Brown Crisp E 40-3);
That mutins be added to all exterior windows;
That the design of the west and east elevations include the use of windows (real or
faux);
That pedestrian access be provided from the site to adjacent public sidewalks along
the west and south property lines;
That a five-foot wall be constructed on the south side of the retention ponds
located under each end of the building to shield car headlights from adjacent
properties;
That a minimum of 20 washingtonian palms be planted along the north side of the
building (south Qfthe retaining wall);
That all landscaping be installed prior to the issuance of a certificate of occupancy;
That all required landscaping be maintained in perpetuity and the site be kept in a
clean, well-manicured condition;
That no outdoor storage be permitted on site;
That no vending machines, telephones or newsracks be placed on the exterior of
the building;
That accent/spotlights be provided along the north elevation of the building and
shielded from adjacent residential properties;
2)
3)
4)
5)
6)
7)
8)
9)
10)
13)
14)
15)
BRIAN j, AUNGST, MAYOR-COMMISSIONER
j,B, JOHNSON, VICE Iv1AYOR-COMMISSIONER
ED HART, COMMISSIONER
BOB ClARK, COMMISSIONER
ED HOOPER, COMMISSIONER
*
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
Aubin
October 20, 2000, Page 2
15) That accent/spotlights be provided along the north elevation of the building and
shielded from adjacent residential properties;
16) That the length of the planting island located to the west of the site entrance not
restrict turning maneuvers for emergency vehicles; and
17) That a minimum of two, four-inch caliper shade trees be planted on Lots 3, 4, 5
and 6, Block B of the Floridena Subdivision and that the applicant be responsible
to coordinate the tree type, planting schedule and authorization with current
property owners and present appropriate documentation to the Planning
Department prior to the issuance of a certificate of occupancy.
, I concur with the findings of the Development Review Committee and, through this letter,
approve your application for Flexible Standard development with the conditions as stated
above.
Pursuant to Section 4-303, an application for building permit shall be made within one (1)
year of the date of this Development Order (October 20, 2001). All required certificates
of occupancy shall be obtained within one (1) year of the date of issuance of the initial
building permit. Time frames do not change with successive owners.
Please be aware that the issuance of this Development Ord~r 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,
If you have any questions, please do not hesitate to call Ryan Givens, Planner at 727-562-
4504.
Sincerely yours,
~~/.
fd.... /" Ralph E. Stone
{7/7 Planning Director
S:\Planning Department\C D B\Standard FlexIPending Cases\3 - Up for the Next DRClEdgewater 1941 AubinlEdgewater 1941
DEVELOPMENT ORDER. doc
~llllarwater
\
.
Planning and Development Services Administration
SUBJECT:
DATE:
FLS 00-07-50 - 1941 Edgewater Drive
September 22,2000
OLD SITE PLAN
MA TERIALS
These items have not yet been approved
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DRAWING LIST
INCLUDED IN DRAWING
THIS ISSUE NUMBER
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COVER
SHEET
NUMBER
1 OF 57
TITLE
COVEF~ SHEET
BUILDING DRAWINGS
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FIRS T FLoor~ PLAN
SECOND FLOOR PLAN
THIRD FLoor~ PLAN
ENLARGED GUEST ROOM PLANS
FIRST FLOOf~ CEILING PLAN
SECO~JD FLOOR CEIUNG PLAN
THIRD FLOOF~ CEILlf\JG PLAN
FIRST FLOOR FI~~ISH PLAN
SECO~JD FLoor~ FINISH PLA~J
THIF~D FLOOR FINISH PLAN
EXTERIOR ELEVATIONS
ROOF PLAN & TYPICAL WALL SECTIOiJS
IN TERIOR ELEV ATIOt\JS
CABINETF~Y SECTIONS
S r AIR DETAILS AND SECTIO~JS
U.L, SYSTEMS REFERENCE SHEET
FIRST FLOOR LIFE SAFETY PLAN
SECOND FLOOR LIFE SAFETY PLA~J
THIRD FLOOR LIFE SAFETY PLAN
F OU N DATI 0 ~J P LAN AND C ETA I L S
2ND FLOOR HOLLOW CORE PLAN
3RD FLOOR HOLLOW CORE PLAN
ROOF FF~AMI~JG PLAN
PORTE COCHERE PLAN Ai\JD DET All_S
SECTIONS AND DETAILS
STF~UCTURAL NOTES AND SPECIFICA TiO~~S
GROU~JD FLOOR ELECTRICAL PLA~~
SECOND FLOOR ELECTRICAL PLAi~
THIRD FLOOR ELECTP!CAL PLAi\J
,
GUt:~1T ROOM ELECTF<ICAL PI_AN
PANEL SCHEDULES
MAIN PANEL AND RISEr~ DIAGRAM
ELECTf~ICAL NOTES /\ND SPECIFICf\ TIO~J S
FIRST FLOOR WASTE PLA~J
SECOND FLOOR WASTE PLAN
THIRD FLOOR \V.ASTE PLAi\]
FIRST FLOOR SUPPLY Pl_AN
SECOND FLOOR SUPPLY PLAN
THIRD FLOOR SUPPLY PLAI~
PLUMBING NOTES I\ND DEI All_S
GROU~JD FLOOR MECHANICAL PLAN
SECO~JD FLOOR MECHANICAl_ PLAN
THIRD FLOOR MECHANICAL Pl_A~j
MECHANICAL SPECIFICATIO~JS
SITE ELECTRICAL PLAN
TRASH ENCLOSURE DETAIL
CIVILDRA WINGS
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Cover.dwg - June 10. 2000 10: 35 (J,m. ocscodd2 Acoo R.15,O
i
MICHAEL A. R08INsm~, P,E.
FLORIDA REC, NO, 28317
STRUCTURAL ENGINEER
~L~CTRICA~ tNCINE~RING
JAMES R, mOMS P,E.
, FLORIDA REG. NO, 41236
ELECTRICAL ENGINEER
MEHANICAL ~NGINEERING
, HARISH SHAH. P,E,
Fl-ORiOA REG, NO. 19880
MECHJ\NICAL ENGINEER
'\,.ANQ~GAPING ~ IRR1GA TIQt'j
JASON E:. RINARD. R,L.A,
REG No FL LA 0001608
LANDSCAPE ARCHITECT
. ,
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EXISTING SITE SURVEY
DEMOLl nON PLAN
SITE PLAN
SI TE LA YOU T PLA~J
SITE GRADING AND Dr-<AI~.JAGE PLAN
SITE UTILITY PLAN
SITE SIGNAGE PLAi~
LANDSCAPING PLAN
IRRIGATION PLAN
IRRIGA TION DETAILS
SITE LIGHTING
TAMPA ELECTRIC COMPANY
SITE UTILITIES
TAMPA ELECTRIC COMPANY
SITE SURVEY
ALPHA ENGINEERING, INC.
RONALD E, E.BERSOLE. AlA
FLORIDA REG, NO. AR0006644
ARCHI TECT
fiRE PROTECTION
JAMES R. THOMS P.L
FLORIDA REG, NO. 41236
ELECTRICAL ENGINE.ER
CIVIl. ~NGINEERING
AU SHAST!, M,S, P,E.
FLORIDA REG. NO. 57745
CIVIL ENGINEER
NOTE:
PLEASE ADDRESS/FAX COMMENTS TO:
NO.
E-MAIL: acscadd@gte.net
(941) 665-8718 (VOICE)
(941) 665-8288 (FAX)
Automated Consulting Services
1536 Commerci~ Park DiM, Suite No. 9 lc>>,e!ond, norid<J ~3801
----\
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COMFORT SUITES ·
Comfo,:t Suites - Clearwa~er Bay
ChOIce Hotels Interncltlonal
Architectural Notes:
PRO-ECT:
REVISIONS
DA TE BY
'-,= ...=: :.. :: ::;.f~A!:o'
RONALD E. EBERSOLE AlA
FLORIDA REG, NO. AR0006644
ARCHI TECT
D:esign Notes:
1. ALL DOORS AND WINDOW OPENINGS 9-fALL HA\IE A POSlnvr/NEGA DYf
PRESSURE (F t 35 P,S.F, PER seca
2, THESE PLANS HA\IE BEEN DESIGNED fQ COMPLY \4AlH lHE 1999 EDlnON
NA TlONAL ELECTRiCAL GOOf AND NFPA 70,
3, THESE PlANS HA\If: BEEN DESIGNED TO COMPlY 'MTH THE 1994 mnON
SfANDAf?O PlUMBING CODE,
4, THESE PlANS HA\IE BEEN DESIGNED fa COMPLY 'MlH THE 1997 EDmON
STANDARD MECHANICAL COOC,
5, mESE PlANS HAVE BEEN DESIGNED TO l.."OMPlY 'Mm mE 1997 [OmON
STANDARD OOILD/NG CODE ($8CCI) SECTION 1606 110 M,P,H, W1ND LOAD
6. THESE PlANS HA \IE BEEN DESIGNED TO COOPl Y 'M 11-1 1999 WI nON
UNOER'ltRlTERS LABORA roRY VOL. 1&:2 FOR DESiGN SYSTf.MS ASSEMBL Y.
7. lHESE PlANS HAVE: BEEN DESIGNED FiR NFPA 101 CHAPTER 26 FOR
RESIDENTIAL OCCUPANCIES,
8. FIRE ALARM SHOP DRAWINGS TO BE $1J13M/1TED TO BUILDiNG DEPARTMENT 8'1'
FIRE ALARM CONTRACTOR PRIOR TO ISSlJANCf: OF FlRE ALARM PERMIT AND
SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 72.
9, FIRE SPRINKLER SHOP DRAWINGS TO at PRQY/OlD TO BlJILDING DEPARTMENT
BY FIRE SPRJNKlER CONTRACTOR PRIOR TO IS'-JJANC-E OF SPRINKLER PERMIT,
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Intersection of Edgewater Drive and Alternate 19 in Pine/as County, Cleanmter, Florida
FORI
Mr, Raman Bku/a
/94/ J:.agewater Drive
Cleanmter. F10rida 34615
SIGNA NRE
DATE;
ntESE PLANS PREPAAm BY:
DRAWN BY:
g, Aub' SHEET NO.
DATE:
665-8718
05/05/0<
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I 9'-0. I 3'-8' : 9.-0. I 3'-8' II g'-o" , J'-8' ! 9'-0" .. J. '-8"..1___9'-0'
.. .:= e..:-= ~- ..14 c {..e _j.e _;4 -\ -1-
72'-4"
(3'-0"
First Floor Plan
SCALf: 1/8"",1'-0"
73/ "
14
1/}4"
l\frk Header
r;,l 8'-0" A.F.F,
,~-
JIL_ 8'-8" AfT
IIL B'-8" A,F.F.
~n_ ---6'::8~ AF.F~
ill"'I-__~.:-B" At.F,
lIL f--.6'-S" A.U.
1Il seE (LEVATIONS
...IE] __~~ (L~A TICJlS
Jl1 se~ (L(VA news
'fl<1 SfE HfVAnoos
NO.
\Vidtb
SEE PLAN
SEE PLAN
2'-10';t
J'-O'f
1-""f
.. '-0.
J'-..":t
3'-4':t
J'-6'f
J'-6~:J:
REVISIONS
--- ----
--- ._-,-
_.....-- ~- -
','
lIelght
6'-0.
8'-0"
8'-8"
6'-8"
6'-8"
3'-4-
stE nfVATlONS
SfE: CLr:vAfJONS
6'-8A
5-..
I
_ _ _ _ _ ..~liL ....;.-.;... .:... '_ ~ .;:... ,-til
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9'-0"
Door Schedule
No.
Type
II eight
Core
l\faterlaJ
Width
Window Schedule
CD
@
--
o
0) 55 METAL HOLLOW J'-O"
@ S5 wooo / CtASS SOLID 3-0"
-- --,
@ SS ALUM / GLASS HOLLOW J'-O.
(j) S5,DL METAL HOLLOW (2) J'-O.
-=--
@ SS,DI.. ALUM / GLASS HOLLOW._ (2~'-0" ,
@ S5,DI.. ALUM / 8,R. GLASS HOLLOW (2) J'-O"
@ 5S WOOD SOLID J'-O.
@ 8F WOOO LOIJ~RED SOLID 2'-0' .
@ 5S 1'l000 HOLLOW 2'-8"
.-
@ S5 1'l000 HCHOW 2'-0.
Q3.l OOF WOOD WJVfRED HOLLOW 5'-0.
C5..- ----- f---.--------'---~ -~-.--~---.
\15) 5S METAL HOLLOW J'-O"
6'-8"
S5
SOLID J'-O'
-~------ -~--~---
SOLID J'-O"
HOLLOW J'-O"
6'-8"
----
6'-8"
WOOD
6'-8"
5S
WOOO
SS
WOOD
6'-8'
6'-8"
6'-8.
6'-8"
6'-8.
6'-8"
6'-8"
6'-8'
6'-8'
6'-8.
6'-8"
Type
P.f!.L PANE
INSULA TED
nDy'~lE T
ro:;)IS TAN T
DeL PANE
INSULA TEf)
1/4- TEMP,
n UlLH
ro Sl5TANT
~!Jl.LH
Ri'SlSTANT
08L PANE
iNSULAtED
D8L PANE
tiSi.JLA TED
D8L PANE
IN$lJLA Tto
"~n~1t~
Frame
Material
HARDWARE SCHEDULE
H1 TESA ELECTRONIC CARD KEY ACCESS
H2 PRIVACY LOCK seT
HJ PANIC HARDWARE
H4 KEYED I.OCKSET
H5 8UZZER ACCESS (OPERA TED AT NIGHT DESK)
H6 DfADBOL T
Remarks
Type
A88RfVlA TlONS
SS - SINGLE S'MNG, SINGLE L[Af ()OOR
SS,Dt - SINGLE S'MNG. DOIJBLf LtAF DOOR
OS - DOUBLE S'MNG DOOR (BAKER'S DOOR)
OS,DL - DOOBLf S'MNG, DOUBlE LEAF DOOR
8F - SINGLE UAF 8/FOLD DOOR
oar - ooueLf: UAF B1FOLD DOOR
2")(4' MUlliON
2'x". MIJLLlON
ALUMfNUt.!
ALUM(NUM
ALUMINUM
ALUMINUM
ALUMINUM
ALlMlNIM
ALUMINUM
ALUMINUt.!
AJ.UMINUM
ALWINUM
ARCH GLAZING A!3V, SEE ELEVATIONS
DATE
BY
2.x4" MULlION INTEGRATfD INTO DOOR FRAMINO SYSTEM
2")(4. MULL/ON INTEGRA TfD INTO DOOR FRAMING SYSTEM
2"x4~ MULLION INTEGRATED INTO DOOR fRAMINO SYSTrM
2"x4. MUlLION INTfGRATED . TRANSACTION DRAWER
, .
2"x4" MULLION IN'ff(;l(A TED INTO DOOR FRAMING SYSTrM
2.x4' MULLtON ENLARGED PTAC GRILU TO SPAN wrOTH OF (LAZINO
2.)(4' MUlLION 'INTEGRA TfD ~TH "K", AND PTAC (SE( CUVA~ON)' .
2"x4. WLLlON , IN TCGRA TED vnrr .. J" AND PT AC (SEE flrVATJooS) .' iI
':!:'lIt~l~~, .:.,:~-:.:::t_-",:._,.:.~.~.": ..~.~,,' ".~"",^",~..,,,,,.-i.. ,.:""....,. . ~ . cocy;~r~fl;~~~is y,~~::;:a~f~:;:zay
. t:..;;1,;,:.::'J:: ~:1:.~:.f_ N ,"r<"" Intersection oj EdgewaterDrlve and Alternatf,' 191n Pine/as Ccunty, Clearwater, Florida
"\' .
, ~ONI>.LD' (,EBtRSOLE ,AIA~, ~ I'.IlI aue. ~j'DrI\ 8Y:'.
FlORIDA REG, NO. Ar<0006644 r~ II'1L4X'. r-uvw r-nu-N\LU
. Ar<CHITECT.
NOTE:
HANDICAP SUITE RESTROOM DOORS TO BE [QU/PPED
wrTH PRIVACY LOCKSET WITH EMERGENCY RELEASE
LOCA TED ON THE EXTERIOR or THE DOOR.
, '
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,
.,;,",.
Mf. Ra>>:an Bhula
1941 FAgewaterDrlve
Clearwater, Florida 3461 j
(941) 665-8718
, "
--
,
.
SI9NATURE
-- -----;
Automa~ed Consulting Services
, 1$36 ~~ p~ Orlw. Suite No. II lcteland, Flot1do 3J601
.
DATE:
g'-O"
Thk. JI'd'''T
1-3/4'
--
1-3/B' H2
l-J/8' NONE
1-3/4. H4
l-J/4' NONE
1-J/4' HJ
-- -----..-
1-J/4' H4
1-3/4. HJ
1-3/4' H5
1-J/B" H2
1-3/B" NooE
1-J/B' NONE
l-J/8' NONE
l-J/B' NONE
1-J/4' HJ
@
i 9'-0"
..1.._
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II
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9'-4"
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16 GA METAL WITH SOUND INSULA TlNG FOAM
16 GA. METAL WITH SOUND INSULH/NG FOAM
16 GA METAL FRAME
16 GA. METAL MTH SOUND INSULATING FOAM
- --
16 GA. METAL 'MTH SOUNO INSULA TlNG FOAM
16 GA, M[T AL FRAME
2.)(4. NOMINAL ALUMINUM MULLION
DRAWN BY;
SHEET NO.
ST.AJRWfU
o
--
--
--
--
!lQQB..1JQID
ALL DOORS TO BE EQUIPPED wrTH lE~R TYPE HANDLES
GUEST ROOM DOORS SHALL BE EQUIPPED 'MTH THE FOLLOWING:
A) 1. MORTISED DEAOOOLT INTEGRATED WITH ELECTRONIC LOCK SYSTEM
8) HASP TYPE NIGHT LATCH
C.) RATE AND LIMITED LlABllfTY LAW CARD
D.) SUITE IDENTIFICATION SlGNACE: SUITE NUMBERS AND NON"'SMOKING
SIGNS MUST BE INSTALLED 00 THE WALL ADJACENT TO LA TCH SIDE OF
ENTRY DOOR AT A HEIGHT or so. ON CENTER ABOVf FIN FLOOR,
SlGNAGE MUST MEET ADA REQUIREMENTS.
E.) FIRE [VACUATION PLAN
F,) DOOR 8UMPER TO PROTECT WALL FINISH
G.) GUEST SUITE ENTRY DC/ClRS MUST BE SELF LOCKING, SELF ClOSING.
AND HA Vf NO EXPOSED CLOSURES
H) 180' DOOR \-fE~fR MOUNTED AT 57" AU. CENTERED ON DOOR
All EXTERIOR DOOR GLAZING TO BE DOUBLE PANE INSULATED (nNTfD)
8
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Frame
STANDARD WOOD FRAME
..-
2"x4. NOMINAL ALUMINUM MULLION
STANDARD WOOD FRAME
--
STANDARD WOOD FRAME
STANDARD WOOD FRAME
STANDARD WOOD FRAME
STANDARD WOOD FRAME
16 GA. METAL FRAME
Fi.4st Flool4
Plan
B AubIn
DATE:
05/05/00
CHECKED BY;
APPROVED BY;
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45 min
none
45 mln
none
45 min
--
45 Olin
--
none
none
none
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none
45 mm
--
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WOOD / (v.ss
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ALUM / GLASS .
Mn IlL
" ALUM I GLASS
Al,.lJM / 8.R.,1;0.SS
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METAL
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$S,DL,;- SiNOLf S~NO,p(JtJ8U [fAt 00013
"'()$ ;j, ~Lr' SWING DOOR (BAKER'S DOOR)
~;6s,lJl.. ~ t)OOO(.f SWlNG,OQUBLf lIAf DOOR
SF ,~ SIN(;tfLtN" 81FOI"D OOOR
()8F ~ OC!.JBlf .u:AF8ItOLD DOOR
HOlLOW .
HOLLOW
'. HOLLOW
H'X-wW
, ,
HARDwARE SCf-lEOOLE
f-/1 r(s~ HfCTRCWIC CARD KtY ACCESS
H2 PRIVACY LOCK SET
H3 PANIC HARDWARE
H4 KE'ltD Locksa
H5 8tJZ~tR ACCESS (OPERATED AT NIGHT OCSK)
H$' OCAD8OL T
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"~ ,Jy,~ ~, 1'\
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Core
" SOLID
SOLID
HOLLOW
HOLLOW
SOlID
HOLLOW
HO(.LOW
HOLLOW
HOlLOW
SOLID
SOLID
, ----,--- ,---,...,--+,..-..---..--..---
---.- ,---- -"-"1 - ,.... -- - -.-
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8 '-
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12'-8"
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Door Schedule
Width '
,3'..0"
J'..OW
J'_OW
J'':'Ow
J-OW
J'-Ow
. (2) J'-O'
(2) J'-O"
(2) J'_Ow
, J'-Ow
2'-0'
~--
2'-B"
2'-Ow
5'-OW
J'-OW
CD
I
I
· J.- 12'-8.
201
:r::=D: = == = ..
NOTE:
HANDlC~P SUITE RESTR()()M DOORS TO BE EQUIPPED
WITH PRIVACY LOCKstT WITH EMERGENCY RELEASE
toeA Tro ON THE EXTERIOR OF THE DOOR.
i.;
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I FOR $:~ClFIC ROOM I
I OfMEN$.W$ AND I
, C>ETA!LS, (TYPICAL
ALL ROOMS)
,-~-~ ~--:-:-:-- - ::-:-n--:-::-_-:........-:-l!i _
.
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Height
6'_SW
6'-S'
6'-S"
6'-B"
6'-Bw
6'-8"
6'_Bw
6'-S"
6'-8"
6'-B"
o'-S"
6'~B.
6'-(l"
6'-B"
6'-B"
Thk.
1-3/."
I -J/8"
I-J/8w
I -J/4"
1-3/4'
I -J/4" ,
1-3/4"
---
1-3/4"
1-J/."
1-3/8w
1-3/8w
, I-J/8w
1-3/8"
I -J/8w
I-J/4w
. .
(!)
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210
6
'\
./'i'
Cf
I
I
12'-8"
.L
I
12'-BW
It-8"
12'-B"
o 0
o
ill
6
6
6
202
63'-0"
204
203
GJ;
)1
:.....!j
(i)
211
21J
HEARING IMPAIRED
212
o
o
00
o
o
lI'd'wr
Frame
l\flnlmum
Ratio
45 mm
H1
H2
NONE
H4
NONE
HJ
H.
H3
H5
H2
NONE
NONE
NCWf
NONE
HJ
16 Ok METAL WITH SOUND INSULATING FOAM
16 GkJJETAL WITH SOUND INSULAtING fOAM
STANDARD WOOD FRAME
16 Gk UETAL FRAME
16 GA. METAL WITH SOUND INSULATiNG FOAM
16 Ok METAL WITH SOUND INSULA TING FOAM
16 GA. METAL fRAME
2wxJ," NOMINAL ALUMINUM MULLION
2"x4" NOMINAL ALUMINUM fJlJWON
STANDARD WOOD FRAME
STANDARD WOOD FRAME
STANDARD WOOD FRAME
STANDARD WOOD FRAME
STANDARD WOOD fRAME
16 Gk METAL FRAME
45 mIn
45 min
45 min
45 mm
45 mln
DOOR NOTES
ALL ~$ TO 8f EOUIPPED ~TH LEVER TYPE HANDLes,
WEST ROOM DOORS SHALL BE EOUIPPED YATH THE FOLlOWING:
Ai ," MORTISED DEADBOLT INTEGRATED WITH ELECTRONIC lOCK SYSTEM
B, HASP TYPE NIGHT LA TCI-I
C. RA TE AND LIMITED LIABILITY LAW CARD
D.) SUITE iDrNTIFICA TlON SlGNA~: SUITE NUMBERS AND NON-SMOKING
SIGNS MUST 8f INS T ALLfD 00 THE WALL ADJACENT TO LA TCH SIDE OF
ENTRY DOOR AT A HEIGHT if 50" ON CENTER A80'rf FIN, FLOOR,
SlGNAOC MlJST MEET ADA REQUIREMENTS,
E.) FIRE EVACU~TION PLAN
F.) DOOR BUMPfR TO PROTECT WALl. FINISH
C.) GUEST SUITE ENTRY DOO'<S MUST BE SELF LOCKING, SELF CLOSING,
AND HA'rf NO EXPOSED CiOStJRES
H.) 180' DOOR V1EwtR MOUNTED AT 57" A.F.F. CENTERED ON DOOR
AU EtTeRIOR DOOR GLAZING TO BE DOUBLE PANE INStJlA TED (fiNTED)
, ,
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t'_ -~.. 'I'
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CD
I
o
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7
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186'-8-
16'-0"
.(
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9'-4'
~~
I
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/2'-8"
r2'-8"
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12'-8"
12'-8"
12'-BW
r2'-B"
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6
-0
205
HANDICAP ACCESSlBLf
206
209
207
208
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MECHANICAL
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STAlR'M:LL
214
EXECUTIVE SUIT[
215
216
217
-0
6
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[1]
(1J
o
o
o
o
o
o
[JJQ]
o
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Second Floor Plan
.
SCALE; 1/8"=I'-Ow
none
none
none
none
none
none
none
none
none
Window Schedule
l\frk
JEL
B
C
ill
E
....ill
ill
H
J
K
Header
Width
Height
8'-0. AF,F,
8'-8' AF,F.
8'-8' AF.F,
6'-8' AF,F.
6'-8. A,F.F.
6'-8' AU.
SEE PLAN
SEE PLAN
6'-0"
8'-0"
2'-10"f
J'-O"f
1-4"f
8'-BW
6'-8"
6'-8'
,3'- 4"
SEE ELEVATIONS
SEE (LeVA nONS
S'-BW
4'-0"
SEE ELEVAnONS J'-4wi
-~ -
SU ELEVATIONS J'-."f
SEE ELfVATlONS J'-6"f
SEE ELEVATIONS :"-6"f
NO.
5-."
REVISIONS
,.
Remarks
ALUMINUM
ALUMINUM'
ALWlNUM
ALUMINUM
AL~INUM
ALUMINUM
ALUMINUM
ALUMINUM
2~"." MULL/ON
2',,4" MULllOO
2"".' MUlLION
2"x." MULLIOO
2"x4" MUlliON
2"".' MIJLlION
2wx.' MIJWON
~wx.' MULLIOO
2~'4. MULLION
ARCH GLAZiNG ABV, SEE CLEVA nONS
INTfORA TED INTO DOOR FRAMING SYS1fM
lNT[ORATED INTO DOOR FRAMING SYSTEM
INT[GRA Tro INTO DOOR FRAMING SYS1fM
INTEOR~T[D TRANSACTION DRAWER
INTEGRA TED INTO DOOR FRAMING SYSTEM
ENLARGED PTAC GRILLE: TO SPAN WI.DTH, OF (lAZING
INTfGRA TED W"rH -Kw )..NO PrAC (SE( rLrVATION)
IN1fORA TED ~TH -.r AND P7AC (S{[ ClrVA T1ooS)
ALUMINUM
DATE
BY
PROSrr:
COntro,,.t Suites - ClealJ1Jater Ba)J
ell.oice Hotels Il1tel"11atiol1al
Intersection of EdgewaterDrlve and A/ternate J 9 In Pine/as County, Clearwater, Florida
RONALd E. EBERSOLE AlA '
FlORlD'A REo. NO. AR0006644
lAt{CHlTECT
nESE PlNtSPREPARED BY;
f'Oft
'Mr. Ranum Bhula
1'941 &lgewater DrIve
Clearwater, Florida 34615
.665-8718
SIGNATURE
. ",
Automated Consulting Services _
~ C<<nmerCki P\rt' Orlve, ~It. No, II l_e1ond, ~ 3J801
.. ,
DATE:
..,
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SCALE: 1/8"=1'-0.
8"t GAS w,M EXHAUST w/RAIN
CAP, M/N 10' FROM POWER VENT.
AND 7' ABO'rf ORADE
~(2)8.x16" COMBUSTION AIR
OPENINGS wjGR!LLS 1012' fROM
CEILING AND 1@16" OFF FLOOR
(1/2 SQ, IN, MIN PfR 1000 81U=
240 x .5=120 SO IN MIN.)
o
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SecondFloo.4
PIal}
ORA WN BY: SHEET NO.
B Aubin
DATE:
05/05/00
CHECKED BY: A02
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76 GA. METAL WITH SOUND INSULA TlNG: FOAM
16 OA, METAL WITH SOUND INSULATING FOAM
STANDARD WOOD FRAME
16 OA, METAL fRAME
16 GA. METAL WITH SOUND INSULATING FOAM
16 GA. METAL WITH SOUND INSULATING fOAM
16 G.A.. METAL FRAME
2-)(4" NOMINAL ALUMINUM MULLION
2")(4" NOMINAL ALUMINUM MULLION
STANDARD 1'1000 FRAME
,----
STANDARD 1'1000 FRAME
STANDARD WOOD FRAME
STANDARD 1'1000 FRAME
45 min
45 min
}.
J'-O"
none
3'-0"
45 min
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(2) J'-O"
(2) J'-O"
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5'-0-
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45 min
45 min
6'-8"
6'-8-
HOLLOW
HOCLOW
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SOLID
HOCLOW
HOLLOW
HOLLOW
HOLLOW
none
6'-8-
none
t)'-B"
none
6'-8"
6'-8-
none
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"
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none
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6'-S"
6'-8"
STANDARD 1'1000 FRAME
16 GA. METAL FRAME
none
45 min
Frame
Meal
Height
Type
l\frk
Header
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Remarks
~~XTlOOS
;'6$ - :SlNGCf SWING. SINGLE lfAr DOOR
, $$.DL' ;;., SlNCif SWING, DOU~( lEAr Of)(({
1>S - DOO~LfSWlNC ~ (8AKtR'S DOOR)
f),S,D(, ... c>oue, I ,.It, ,,'SWING, DWBlf ifAF DOOR
8F .;. ,SfNOl..ttt# 8/FQL,D DOOR" .
OOF ~ OO/.1et.f_l0! f3iFa.DDQOR
", " ',,< r~\ ' ,
,
f/ARDWARE SCHEDUU
HI TtSA ELECTRONIC CARD KEY ACCESS
H2 PRIVACY lOCK SET
HJ PANIC HARDWARE
H4 KEYED LOCKSH
H5 BUll(/? ACCfSS (CffRA TED A T NIGHT OCSK)
H6 oO.oeOC T '
NOTE::
HANDICAP SUITE REStROoM DOORS TO BE fOOlPPED
WITH PRIVACY LOCKstT WITH CMERGfNCY RELfASf
LOCA TED ON THE EXTERIOR if THE DOOR,
e
2"d" MUlLION
DOOR NOTES
ALL DOORS TO BE C()/J/PPfO l'ATH Lf~R TYP[ HANDLES,
GUEST ROOM DOORS SHALL BE EOIJtPPfD l'ATH THE FOLLOWING:
A.) I" MORTISED OCADBOLT J.lTEGRA TED WITH ELECTRONIC LOCK SYSTEM
B,) HASP TYPE NIGHT LATCH
C.) RA TE AND LIMITED LIABILITY LA 1'1 CARD
D,) SUITE /DENT/FICA TlON SfCIJAGE: SUITE NUMBERS AND NON-SMOKING
SIGNS MUST BE INSTALLED ON THE WALL ADJACENT TO LATCH SIDE OF
ENTRY DOOR AT A HEIOHT OF SO- ON CENTER ABOvr FIN, flOOR,
SlGNAGE MUST MEET ADA REQUIREMENTS.
f.) FIRE EVACUA T/ON PLAN
f,) DOOR BUMPER TO PROTfCT WALl fJNlSH
G.) GUEST SUfT[ ENTRY DOORS MUST BE SttF LOCKING, SfLF CLOSING,
AND HA vr NO fXPOSfD CLOSURES
H) lBO' DOOR vr[WE~ MOUNTED AT 57" A,F,f. CENTERED ON DOQR
ALL fXTERIOR DOOR GlAZiNG TO BE DOUBLE PANE INSULA TED (TINTED)
4"-0" L AN[
,_~_ IN ATro
8'-0" BULLfT
Rf$lSTANT
DeL PANE
INSULA TED
1/4" TEMP,
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8'-0" AU,
8'-8" AF.f.
---~-
8'-B" AF.F.
t)'-B' AF.F.
SEE PLAN
ALUMINUM
ALUMINUU
2")(4" MUlLION
2-d- MUlLION
2",." IrfUlUON
2")(4" MUlLION
2")(4" IJUlLloo
2')(4' MUlLION
2")(4' MUWoo
2")(4" MUlLION
2"1(4" MULLION
SEE PLAN
ARCH Gt..AlING ABV, Sf{ CLfVA 1100$
J.lTEGRA TED INTO DOOR FRAMING SYSTEM
INTfGRATtD INTO DOOR FRAMINO SYSTEM
2'-fO':t
8'-8"
ALUMINUM
J'-O":t
1-4":t
4'-0"
6'-B"
ALUMINUM
6'-8' AF,F,
-----
t'-S" AF.F.
6'-B"
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
INTEGRA TED INTO DOOR FRAMING SYSTEM
--
J.lTfGRATED TRANSACTION ORA~R
INTEGRA TED INTO DOOR fRAMING SYSTEM
fNLARGED PTAC GRlLlf TO SPAN WIDTH OF GlAZING
INTEQAA TED 'MTH "K" AND PTAC (SEE fLfVA TION)
tJTfGRATED 'MTH "J" AND PTAC (SEE ELEVATIONS)
" .
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:3'-4"
J'-4":t
J'-4":t
SEE HEVA 110NS
SEE fUVA TIONS
SEE' fLtvA TIooS
SEE CLEVA TIONS
NO.
SEE (LEVATIONS
SEE [LEVA TlONS
6'-B"
5-4"
J'-5":t
J'-6";t ~
AOJ:,(1wg.;.. 1.401,:;,,2000 J:08 p,m. OC$codd2AectJ B,1~O .:
~OT:
C0111fort Suitej.~ --Clearwater' Ba)J
C110ice I-Iotels Il1-tel~11atiol1al
Intersution ofEdgewater Drive and Alternate 1911'1 Pinelas County, CleaYr\.'ater, Florida
'THESE PLAHS PREPARm BY:
REVISIONS
BY
DATE
Third Floor
Plan
0--
.
RONALD E, EaERSOlE AlA
FLORIDA REG. NO, A~OO05644
ARCHITECT
DRAWN BY; SHEET NO,
B Aubin
fOR:
Mr. Raman Bhula
1941 Edgewater Drive
ClearK'ater, Florida 34615
(941) 665-8718
DATE:
05 05 00
CHECKED BY: A 03
APPROVED BY;
"
SIGNATURE
" .
.1
Automated Consulting' Services
1536 (4nmercld Pat ~, Sufte No, 8 l4t1~ f1orIdo 33801
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" CAST IRON TUBS TO BE ACtO R(SI$TANT
(NAMeL Vr1TH AN INTEORAL NON-SLIP
SURFACE APPLIED DURING MAMJfACWRlNG
Tue SURRWND$ TO EXTEND TO CEILING
IN TiJB/SHOWER AREA. f/NlSH SHOOLD Bf
MARBLE ",TH SOAP DISHES MOUNTED A r
SHOWER AND TUB LEVELS, Tue 10 BE
rQUlpp;D ~TH TRIP OR POP-UP TrPE
DR)JN VAL~, RUBBER STOPPERS ARE NOT
PERMITJED:
2 MIRROR TO BE 1/4" OISTCiWON FREE "
fLOA T Pl.A Tf (;(.AS$ OR BEtTrR, WIRROR
TO SPAN THE ENTIRE LOJOTH OF ~NllY
(SEE INTERlffi CLtVA T/ONS)
J, rAClA~ TlSSUE DISPENSER TO Be MWNTfD
AS AN'INTEGRAL PART Of THE VANITY SKIRT
(SEE tNTtRIOR eLEVATIONS)
Gral! Bar Nofcs:
" lOCA 1E GRAB BARS ON (ACH Slot OR ONE Slot AND BACK OF TOILET.
JJ" ABO~ AND PARALLfL TO THE FLOOR, EXCEPT MTH A TANK-TM
TOILH WHICH OBSTRUCTS PLAOCMENT, THE GRAB BAR MAYBE AS HIGH
AS ,)6", BARS AT SlOE TO BE 42" LONG WITH fRONT [ND 2.' IN FROM
TOiLET. BARS IN BACK TO Bf 36- LONG, CXAMEJfR OR MDTH Of GRIPPING
SURFACE IS REQUIRED TO 8f I 1/4' TO I 1/2', 00 SHAPE IS TO PROVIDE
AN fOOIYALlNT GRIPPiNG SURFACE.
2, IF OR.AB BARS ARf MOUNTED ADJACENT to WALL THE SPACE ,BErKEN
WALL AND BAR IS TO BE 1 1/2"
J. GRAB BARS SH.AJJ.NOT ROTATE.
4, GRAB BARS AND :ANY SURFACE ADJACfNT TO THEM CANNOT HA~ ANY SHARP
OR ABRAS1~ ntMF:NTS, cOOts ARE TO HA ~ A MINIMUM RADIUS OF 1/8",
.5 GRAB BARS AND MWN1lNOS SHALL WITHSTAND 250 LBS, PRO"r1Dt 2X8SOUD
BLOCKINC IN WALLS 0 WALL MWNTED ACCESSOR/fS (TtP.),
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4. LAVAT(Al?Y TO BE SELF RlWING AND FABRICATrD
.Of ACID RESISTANT fNAMtLfD CAST IRON, THE
BASIN MUST HA ~ A POP tIP (Al?JRIP STOPPER
.RU88fR STOPPERS ARE NOT PERMITTED,
5, SHoWERjTue MIXING VA ~s TO Bt SlNQt..E
HANDf.[ TYPE, PRESSURE 8ALANW>, Vr1TH ANT/-
SCALDING TO PRf~NT ACClDfNTAL tHANOf.fN
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COOCD TfMPER,t,TURE DfSlGNATlON,
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ARCHITECT
FOR:
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FLORIDA ACCESSIBII.lITY NOTES
" WALKS AND SIOCWALKS SUB..ECT TO THESE REGULA TlONS SHALL HA~
A CONTINuOuS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY 'ABRUPT
CHANGES IN l[~L rXCffOlNG 1/2 INCH, AND SHALL BE A MINIMUM Of 48
INCHES tJ WlD'Tti.
2. surij.CfS WITH A SI,OPE if LESS THAN 6 PERCENT GRADIENT SHALL
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FiNISH,
J. SURFACES ~TH A SLOPE OF 6 PERCfNT ORADlENT OR GRtATER SHALL
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4 SURFACE CROSS SLOPES SHALL NOT fXCfED 1/4 INCH PER FOOT,
5. WALKS. SIDEWALKS AND PEDESTRIAN WA YS SHALL BE FREE Of GRA 1lNGS '
~ENf~R POSSIBLE, FOR GRATINGS tOCA TED IN THE SURF ACf OF ANY Of
THESE AREAS. GRID. OPENINGS IN ORA TlNO$ SHALL BE LIMITED TO 1/2 INCH
IN THE DIRECT/ON if TRAFFIC FLOW
6, ABRUPT CHANOCS IN LE~L ALONG ANY ACCESSIBLE ROUTE SHALL NOT
(tCftD 1/2 INCH, . WHEN CHANGfS IN LElifl DO OCCUR, THEY SHALL Bf
BElifLrD ~TH ~ suJr NO GRfATER THAN 1:2 (XCfPT THAT LElifL CHANGES
NOT fXC(EDING 1/4 INCH MAYBE ~RTICAL,
7, rLOQR ON lANDING SHALL NOT BE MORE TH,A,N 1/2" LOWER THAN THE
THRESHtXO OF THE DOOR W). y, WHEN CHANCES IN lEVELS GREA TER
THAN 1/2 INCH AR( NECESSARY THEY SHALL COMPLY WITH THE RfQUIREMENTS
FOR CURB RAMPS,
8 ALL ACCfSSlBLE ENTRANCES SHALL BE IDENTlFIfD WITH AT LEAST ONE
STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRfD,
'v1S1EH fROOAPPROACHfNG PEDESTRIAN WA YS,
9. f~RY REQUlR(D [NTRANCE OR PASSAOC DOORWAY SHALL BE OF A SIZE
AS TO PfRM1T THE iNSTALLATION OF A DOOR NOT LESS THAN 3 FEn IN
MDTH AND NOT LESS THAN 6 FEET.B INCHES iN HEIGHT. DOORS SHALL
BE C.A.PABLt OF OPENING AT LEAST 90 DEGREES AND SHALL BE so MOONTED
THAT THf CLEAR WIDTH or THE DOORWAY 1$ NOT LESS THAN 32 INCHES
ALL DOORS SHALL SWING OUTWARD IN THE PATH Of TR,t,VEL TO EXIT.
10. LATCHING AND LOCKJNG DOORS THAT ARE HAND ACTIVATED AND Wl-fICH
ARE IN A PATH Of JRA ~L SHALL BE OPERABLE WITH A SINGLE EFfORT BY
LflifR TYPf HARDWARe. PANIC BARS, PUSH-PULL ACTIVATiNG BAAS, OR
OTHER HARDWARE OCSlGNED TO PRO~DE PASSAOC Vr1THOUT REQUIRING THE
ABILITY. TO GRASP THE OPENING HARDWARE,
11. HAND ACTIVATED DOOR OPENING HARD WAR( SHALL BE CfNTERED BEfY,[EN
30 INCHES AND 44 INCHES ABOVE THE nOOR
12, DOOR HARDWARE SHAJ.1. BE OPENABLf FROM THE INSIDE WITHOUT USE
OF A KEY OR SPECIAL KNOWLEDGE OR [FF(1(T,
COntro,:! SU:it. es. - Clearwa~el~ Ba)J
~C1201ce Hotels InternatIonal
, ,lntersectio'" of Edgevvpttr Drive and Altern.,ate J 9 In Pine/as Cotml)'. Clearwate7', Florida
..' TttESE PLANS.fI\EPAREO' 8Y;
:
Mr. Raman Bhuta
194/ Edgewater Drive "
Clea~'aret., f10rlda 34615
. If(941) 665-871~
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SHEET NO.
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DATE:
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CHECKED BY:
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SIGNAGE CALCULATIONS:
$IGNACE CALCULA TED 8ASfO ON 1 5.F. OF SlGNAGE
FOR (\fRY 100 S.F. OF OOllOING FRONTAGE,
BUILDING FASCADE: 1672.28 S.F'.
167228 /100 c:s 16.7J S,F. MAX
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DATE
Comfort Stf,ites - Cflearlvater Bay
Choice Hotels International
Intersection of Edgewater Drive and Alternate 19 in Pfnela.J County, Clearwater, F10rlda
PRQ..Ecn
BY
~(jN ALD E,. EBERSOlE AI A
FLORIDA RE'G.NO, AROOO6644
ARCHITECT
ncs PlANS PREPARm BY:
f'(ft
Mr. Raman Bhula
1941 Edgewate1 Drlvt
Cleanwlter, F10rMa J~615
666-8718
SIGNA TU~E
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All
. Exterior
Elevations
DRAWN BY: SHEET NO,
a. AUBIN
DATE:
05 19 00 .
CHECKED BY:
APPROVED BY:
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EROSION PREVEl'iTION A1VD SEDI"llEl'fr,tTIO~V CONTROL
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lfLORIDENA SUBDIVISIOlV
,PLA'r BOOK 9, P.t\OE 3.', ! '" '
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N8;I!2J~vL LI18:Jf~.W<M:R Of ,
. l '__ - HiGH ,l/lYJf} FENCE:
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L-:-,~,.. ~-C')NC. Si ,\8 CHAiI" ~INI' FEN~'E
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1. AU,. WORK SHALL CONFORM TO mE flORIDA OEPARTMEN T OF
TRANSPORfAnON sP(ClflCAnCNS AND POLK COUNTY
REGUlA nONS.
2, THE C(1.J/RACTOR 9-IALL PROTECT AND MAINTAIN rPERAnQ'-J OF
EXiSTING DRAINAGE STRUCI1.JRES AND unUTY SE.RVlCfS WRING
CONSTRUCTION,
3. ALL DlSTlJR8f.D AREAS Nor iNClUDED IN THf LANDSCAPE PlANS 9-IALL
BE SEED AND MULCHED CR $())()ED DEPENDING ON THE STORM WA T[R
EROSiON PROBAB/UTY. IF IN OUEsn(J-J mE AREA SJ-fALL BE REVIEM.D
8Y n~E ENGINEER iF RECORD,
4-, THE SITE SHALL BE INI11ALLY GRADED SUCH mAr NO OfF-SHE AREA
WILL BE ADVERSll Y AFfECTED BY THE.' STORM ~A TER RUN(FF'. RUNOfF
TO THE AOJACENr RIGHrS-QF-WAY SHALL BE.' MINIMllED. T1-IE
EXISTING ORAiNA~ FAc/UTlES vVlTHiN THE RlGHT-if-WAY SJ1ALL BE
PROTECTED Ar ALL TIMES BY iHE USE OF STAKED HA Y BALES ALONG
n~E PROPERlY UNE, ANY DISTURBED AREA \'.,fT1-lJN THE RlGHT-if-WAY
9-IALL BE SODDED,
5. ALL AREAS SHALL BE PR01EC7EV FROM EROSION CAUSfD BY STORM
WA TER RUNOFF BY VEGETA nON, STAKED HA Y BALES, TEMPORAl~Y
a:?A DIN G, 1,"/ ACCORDANCE. Mm mOT STANDARDS AND SPECIF1CAnONS.
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6' JiIG;-! i'.COt) ff..hU:.$OUTH[,c/U 80fAvDJR.f Of: . ., .
O.h' N,....., ...........- -- FlOKIOfHA SUf{I/'f/sk:N /' <:;} N
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I ~~ ) ti"<}(' F!1-j(;€
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8.89012'38" " GIJi' ANCHORS "'-"', ., ~ , '"
--- ~ -- cewe, WAU< ';4 h- --- _:-.. -'t-.-: ,373.00"
,.--_ -~____--.-_____________ ~~ ~....,~""",,-.olI! ~ ' ?,"
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, - r" r":"'::-'...;..:_',-::,:,:,r,;' ~~.7 ,...-.---....;------0..;....-:- ------
I ., . ' I .:)~ '-.1 c' l'
I CONe, PlAN TFR " I I , ,." J'9 ~~ s~c:{ f3lJ/t.OlNG J
, 11 ::~~rO;;RI~~1 ONE STCFY MASONRY BUIlDING 04~~~9~O BUI{DlNG 1 I I I I. I BUIlDING f:X1SnNG 2 ROOM "
~~)I TO BE Rm.' , TO Sf REM. , '\ ~:;> PREPARfD FeR ~ EXI S 11NG " I I J ~~.., TO 8E .?' HO:U SJ.RUC11JRE I
..... - - - - - - _ _ _ _ _ _ _ _ ~smucna. AS 9IC'i'IN 9 ROOM I I I ( , I.; J " , wI ST{>>iAo; ill
- - - - - - - - - - - f (I SfiT$ CO2-COtS I-Iom S'[RUCTlJRE L.'O _ _ _ _ ~ '
L . "'- it !) I 'S' I, L ~ _' _" J' & '~I Jt-
:..;;rw1';.JY --:-,.-..--------------------1 ~~~Co;;[;;e;c~w~---------_=_7 ' r" , - --l~.-,-:-":---:---. :,r
ExisTiNG'. L -IC... - - . TO OC REM, -~V I ,.lx - - ~ - ...... -- - -:... ...:;...; - j
z-t PALM ('..I - - - - - - - - - - - - - - - - - - - - - - - ., I , 'Or , '
, ~ ',:.y " 1 BUILDING 2 J '- ' I
",' ~ I ~. ~),,:<t> .,j,J ,',I EXISTING f ' Ih-. I ____..__.,
8 [NO (J f HIGi, '0' 9 ROOIo# I LOCAnON (F SOIL B(X-VNG I "\ <=> I (0' ~1(~J: )(1'.7.6
J J !,'2,crc. WALL E.t\ST PAR eEL \ I I NOTa STRtJC11JRE , FOO ~wr (S[€ SOIL TE,~~G t ~ ~ ~ j "^\ ;",1' OAJe ;LA13
J.... TO~'RfJJ <.~. LOT 41 ~ I I BY MAORIO fJ-JGINfERiNGJQ- () l(j 1-----.--1-. - -----~---~-______ _____--,
,~ -::- ' " ~.' --"SPHAU I O' ~ I I' I
-r~-- >---, PAVfMENT"-..... I I, I iSii ~ J"" I
TO BE REM. \. "~ .. , .'f '1. I:~:
I <J , W~SHfP. . '3 I ",:;, . I~~~. i
, ~ nrcJ~ lf2,r If. ~,J ()-,'O CONe CUOD ,}.. I I ~ ~ I ~I j ,'~J !
<:5 :-,"')l.-C. TOBCRfM, ')~' "t.>~ ,) I \1')..... ~ 18:, i
' ONE STORY . F===== ==== ===-=:.= =::;= =tP ='==:;:;t = ==:;;#::::S =:: =::t ~ ",~t> '1-<J &: I ... I I, ~~
I C). MASU'JR't BUILDING " t ' '~ EXISrtNG 0 -0 ~.- ~ ~ ~ ~ ' I 1 is [5 , ' N'
.)~ TO BE REM, , "~CONC.--~~ _ .,... _ ,-- __ ~..!:A!!!. _ _ _ "'-- - l ~,' "':" >'. ~ ~ I' 1 I ~ ; \J
- - - ~ - -; - -" OT~ ~~ ~[~ I.. '.' . . , ,.' ,',l '~o \ I 1 :,. ~ I ~ q}' , .
[Nt) OF J 1-11 ed' EXISnNG 0: ~ ',':Z' ',' I 1 ~~/~'tJlJN.~ Q __~___J nu: -'. I
5.0 [,., I, I CQ oj ly'" Jr,' f6ftl{ I 8- P ALM ~ _ b< I ro BE REM,' ~, ,
13 TO BE REM, .LUP G..:.J .><<.) I '$ ~ COURTS $: (',- ~';) I I I 'Jj ----'------ -.---.--,-----------, il
~ - - - - -:- ~~ - - -, ~~ ~ '~' ...J ro BE REM" , I~ , 1 'i" .-=--::.===",,=-_-cc=-::..==-=,j
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, 1': - ~.,,' ~ ,. 'i' " () 7' l"At" N riJ AS~ I
POa. I
~ fO OC RQI, //';,' ' ,t 7 TO BE REM, , '" I ' ' J
~ ,// .', \ '';'') \.(I~FlCewUSHC' :~-~:OOO'U7'NDMDE CIQN4-.0c' ICSL9AB,9'--J"", I I 1Ir.)' "'../ / t
,~, ~, ' ::=::,'::!:,::::: ~ ~., ',Ll.)..bll TO Bf ttl.4, "" , 1,:;;,<." ,i",: ,...I~..6\ , 0, 5' 1 O' HIGH I
~'-'-; ., ~ ~' .J (') (.'(\,'1(; U/ \N ;E..~
,-," 0' '1 \(
~. HIG1 CHAiN )"-; 3.4-' x 8.0' ...:.- I ,\,' D(ISDNG SOO TO .) i';,I.~
, W.JK FENCE 02' S 0 CONe, PUMP HOUSf
TO BE REM. '0'<;;.... .LV,~~11.'38"lV.r _ _r..,;\':l
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LOT 39
CONTRACTOR 1$ TO PROVIDE EROSION CONTROL SEDIMENTA nON BARRIER
(HAYBALES CR SIUATION CURTAIN) TO PR[\I[NT SlLTADON OF ADJACENT
PRCHRTY, S1REETS, STCFM 5[WERS AND WA TERNA YS, IN AOOfnON, CONTRACTOR
SHALL PLACE SrRAW, MULCH, OR OD-IER SUITABlE MA1ERIAL (Jo4 GROONO
IN AREAS WHERE CONSTr?Ucnew RELA rED TRAFFIC IS TO ENTER AND [XIT
SlIf. IF, IN 114E OPINION if T1-iE ENGiNEER AND/OR LOCAL BUILDING AUTHORIDES.
EXCESSIVE QljAunES OF EARiH ARE TRANSPORTED OfF-SiIf [lT1-iER BY
NATlJRAL DRAINAG[ OR BY VEHiCULAR TRAme, mE CONTRACTOR IS TO
REMOVE AND QEAN SAID tARn~ TO n-l[ SA nSFACTJON iF mE E.NGINEER
AND/OR ornER AUTHffiIDES.
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'I.ASvNR!
vES'OENCE
. .-- C.OF:NER ,x ~ HiGi.
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" I.A'lr' It \-IIH\ I!:I'I.....
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~~... .,.._:[5 OF STRA W STAKED DOrVN
~____C-"t"'" --
--
SHEff flOW
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SINGl.E ROW OF BALES OF STRAW TO BE PlACED
PRiOR TO T1-IE START OF ROf.)(;H (FADING,
PLAVVIEW
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'- F '.R N'J!
SEGURa Y BOIJND BALES
REQUIRED FOR DURABIUTY
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(60' PUBLIC l~IGll'T-OF...lV.i-\ Y)
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BALE TiES -
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,1SCllORLVG BALES
..L'....CllORLVG B,UES DETA1L
NOT TO SCALE
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Site Data
EXISnNG SITE CONOlnONS
lAflER'riOOS AREA
CONCRE1E PA VlNG:
ASPHALT PAVU-.JG:
SIDEWALK:
8U1LD1NG:
OfF! CE.:
BUIlDiNG 1:
aUlLOIN G 2:
BUII..D/NG J:
POOL DECK:
TRASI-i ENQOSVRE:
TOTAL IMPERViOUS:
4,,56 J; Of' SlIf
- J; OF 31f
62,72 % OF 9TE
172J.27 ':F
11.99,~ ':F
27J1J.71 SF
8J4.5, 74 ':F
664-.54 ':F
J9JJ.64 ':F
U58.78 SF
1288,18 ':F
1905.6e ':F
-':F
26211.01 SF
0.04 ACRES
0.2~ ACRES
0.06 ACRES
0.19 ACRES
CR
CF
ffi
CF
4.12 % Of' SITE
27,52 J; (F 3 Tf
~,55 J; QF 3Tf
19,97 % OF 9Tf
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0.04 ACRES
- ACRES
0.60 ACRES
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PfR'.100s ARQ.
TURF 8t 00<:
GREEN AREA:
TOTAL PERV100S:
-SF
15579.56 SF
'5,881,59 SF
- ACRES
0,.)6 ACRES
1,05 ACRES
OR
CR
CR
- :( OF 9TE
37,28 % OF SITE
34-.68 r. OF 9 If
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TOTAL STE: AREA: 41790.'7 ~ 0.96 Acns
DaSnNG lWPfRWOUS~S R.4 no: ~'"
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100.00 ~ (I 9TE:
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AU SHASJlt M,S. {?,E',
nORIDA REG, NO, ~2145
, CIVIL E.NGlN€E~
COfnfort Sl1ite~~ - Clearwater Bay
, ':, C'hoic'e;rfotels Interncltional
i,~' 'Intersection of ~~'a(er Drive ,!:nd Alternate.19 in PfnelaJ County, Clearwater, Florida
,~ 'O-fESE PLANS PREPARED BY:
SHEET NO.
PROJECT:
REVISIONS
NO,
BY
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DeDlolition Plan
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...u. RamaJt Bhula
J!14J~Elg~ter Drive.
CltpN'%..er, Florida 3461".r
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ORA \\N BY:
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B, AUBIN
( 941 )
DATE:
, 1
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665-8718
01/26/00
CHECKED BY:
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1~ <:<xr,n~ M ~ ~1tI No. . , ~ florfdI3iOi
CO'!
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APPROVED BY:
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12. THE ~TRAcrCR ~ALL SU8M1T ~IY DRAWINGS (IV AU PRE-CAST AND MMJl.FACnJRED
NAME. STAR17NG DA TE. PROE.C7UJ CONSrRut.;DCii $(}IfD/...lE. ALL REQUIRED 910P DRAI'l1NGS,
MA. Y RES0t. T IN ROJOVA!. AND RfPLACf.Mfl'H AT ]}It canRAcrars EXPIJi~
I~S ro THE ENGINEER Ffft APPROVAL rAil lIRE TO OOTAJN APPROYAl. lHCRt INSTAL.LAncxv
1J. TO !HE fJJGJNEfR AND ~A Tf MDICt€S AND SVPFU T1-It.N I'rfTH 1l-IE GalTRACTars
AT tEAsr THRff (3) WffiKJNG DAYS PRiC1? TO 'XIfSTRUCDON, mE CctlTRACTC1? 91ALJ. NQWY
AND OT'HER INF(J?MA nON AS RCQUIRfl),' Aff( Wf.1\i< PERfORMfD PRIoR TO PRafR
N01lF1CA T1<JVS IJA Y Be SU8Jf.cr ro RDJOVAl AND RfJtA{D.lOH A T mE' CONIRACTC1?'S
~SE.
If.. THE: 3/f 9-/ALL 8C iN/DALl.'f C1WJEO S1J011HAT NO (7f-3Tf ARfA I\1LL 8C AOI.€R~Y
AFFtCTUJ 81' STOO WArm RUN(J'F, RUNCFF' TO THE ADJAaNT RIQiT-CF-WAY 3-/ALL BE
/,/INMllf[), THE: EXISTING cw./NA~ FAClUDf.S '1frHiN THE: RJ(J1T-(1" -If A Y 31AIl 8C
ffiorrCT[Q AT All TIMfS BY f1-j( use fF stAKED HA 'f 8Al.ES, TtMPORARY (RAOING,
REVf.fX.TADON, He. MY. OISnJR8ED ARO. \VJ}ij~ 11-/E RJQiT-if-W.AY 9-1ALL 8C sroJED,
THE C(;;NrRActcR 91ALL RNAL (RADE AND HMO RAK6 AU. EXPOSED EARn1WORK AREAS
IM/'/[D/ATUY PRJCR TO INSrALLADCN CR sm, ALL AREA 91Ali 8C PROTfcrro FRW ERQSlON
CAUSED BY STQRJ.# WA I[R RUNCff BY YE~tAT1(J1, STAKfO HA Y BALES, TEMPfWlRY
fRAQlNG, He. -
15.ltPp>-4 CCMPtEnoN rF CCNSTRUcnQN ACI1\HIES, 71-IE STC!?N WA IIR MANACDlENT SYSIDi
S1ALL 8C ClLANED CF AlL OC8RJs, SILTS, UMER.OO<, Ere.
15. THE C(J1!RAcrCN 9-iAfl \,f..R/H MINIMUM ;lPARAnfJII BETYHN WATER AND SANJTARY
SEI'{R SYSTtMS (IB" MINIMUM vrnDCAL AND'lp1'~MINIf,AUIJ H(1?IZ(}ITAL SEPARAnoNS} ,
l.Jf'(14 Ga4Pf..EnQN rf W'JSTRUcnON. mE CCNrRACTQI? 91AU PRQWOC 'RRfTTEN \fR/FICAllON
QOOJMm, nNG Ja: MINIMUM SEPARA DON AS C(1oISTRUCif]J.
,!, rrPiCAl co~ OVER VnuTlfS S1ALL BE ,38",
18. OURJNG CCNSTRVCf!(JoJ ANO/a1 MAJNTfJIIANCE; r:F mls PROJECT; ALL SAffTY REW TlQlS
ARt TO BE ENffR(ffi 111€ CONTRACTa1 CR, HIS Rfl'REXNTA nVf 91ALt BE RESP<JVSlEl..E
FQR n1E WiIRQ AND WITY rF rtIf. TR.4VCJJNG PlJ8lJC ANO T!-!E SAFETY rF HIS,
PERSONNa.
, '
Ig. Tl1€ ~TRACTfR ~Ali COMA.Y \WTH ALL FEOfRAt/SWf OCOJPAn~Al SAFETY AND
HtALlH ACT (09-lA) SfANOAroS AND ANY OT11{R RUlES AND RWJlX17C11$ APRJCAIl.E to
,: WJSTRUCTlON ANO/ffi MAINT/J'iANCf ACT/vH1fS IN )}If STA ~ (f R.r:1?IDA, 71-If
" C~1RACT(fl 9-IAll. ALSO COMA.Y YlIl1 rnAPItIf (f2, R.CFIDA STA11)TfS (TOXIC
- Sl.J8SrANCES /tf'THf, WffiKfUCf). AM) ANY CWNTY. OR Off, (N ANY O-mER AWJCYS
. RttES AND RfG'J.A n<1tS REGARDING SAFETY.
20, ALl:; TROi01JNG AND EXCA VA 1100 (fl~ nONS MUST C(J4f(l?lJ TO D~E REOOIDfNts
$fAifO IN THE NO'/: 'rFf.l'I~ SAFETY ACT'" /NCf.RP(1?A7fD. INTO O~A STANDARDS 29 (JR '
'1928 ?Jfl'ART P RNAL RUE AND n-t SWE rs RCRIOA TRENOf SAfETY ACr. Tl1(
C(JfTP.ACTOR 9-iAll. RfCQ(1JllE D-If OSHA SAFETY STANDARDS, ACFfE ro AB/OE BY,l1-/[}J,
!:,NO OOffl('f THe COST TO COMA. Y. '
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21.f1JRTHf.R C(JIrRACTfR (flRAnC1JS ~AI.L COI./PlY 'hfn1 29(1R 1910,252 AND NiPA 518 '
FOR curflNG AND '/lflDING PROCfOl.JRES.
22, ALL PfRS(JiS eN PLaIC (CITY, COUNrt OR SfAJ!) PRfPfflfY AND IN AREA ifM~ n1e
Na~ lfvU EXcrros 8m. MUST -hf.AR HEARING PROrECllav /HA T ~PI. y Ylm AN~
Sll~-14 (tAR MUFFS At()/(fl AflPf?O',W EAR Pl..UGS), THIS lNiJ..iJDES AREAS 1'fIERE:
NOSY EOOIPMOH IS IN ~ O.t, JACK HAMMERS, flECTRJC CR AIR ORfLLS. HEAVY
fQUlF'I.4mT I'rfTH 0PfJI CABS, PIPE CUTnNG SAWS, He) AND IN THE Pl..MT IM.Rf: '
POS Tfl).
2J.ALL W(Ji'K CC1JOUCfEU i/'lAN fLEYATfD POST1(Jf 9-iALL COMPlY' 'M71o/ 2~R 1910,261,
24, AU Df9GN APRlCA nav, iNSTA/J.AT1(J1. /'/AINTf}JANCf ANI) Rf)./OVAl (F AIJ. TRAFF1C C(JI IRQ
OEiACES, WARNING oru<1S, ANI) BARRIERS Nf.CfSSARY TO PROTECT l1-/( PU8UC AND
W(1(KMEN ffi(J,l HAZARDS Vln-IltI rtIf. PRo..€crs ~AlL BE L~ ACCWJA^JCE \WlH 1i-IE
MINIMUM STANDARDS AS ~T FfRTH IN THE ().JRf?f}JT fOIn~ CF THE swr IF Fl.JRt0.4 ,
AND TRAfFIC DE.SGN STAN~S.
25, AU IRAFf7C CfilTRQ. MARKINGS' ANa OCV1CES ~ALL C(JIFw,J TO THE PR()Vj$l~ SET FCNTH
IN THE ' MANUAL (1J UN1f(f<l.t TRAFfIC C(J11R(t OCV/!l"$ · PREPARfD BY THE v.s..
OCPARTMENr iF /RANPffiTAD(;;N, Hl1RAL HIG-IWAY AOMINlSIRATICN,
26, All CQNTRACTffi Qi'lNfD ffi CctlTR<JlEJJ VfH1Ctf.S AND/CR f.OO1PMENT 'MilCH r\ltt. BE
<1'lRAIDJ ON OR 'Mn1IN IDI (10) fID fF' rtIf. ROADWAY WH.l 8C EQIJ/PPfO NIH A
MINIMUM f.F (1JE AMOCR 360 OCIJU: CUSS I WARNING OCVIfX. THIS OCV/<:l' MUST
MITT MINIMUM STANOAROS FOR UDUIY CCNSTRIJC/1ON PtJPP(NS SUCH AS A "'INIMUM
CF 500.000 CANOLEPOVtfR ANf) VlS/1li fR(JJ J60 OC(}?[[S (P'MOUNTlNG. THl WARNIN(;
0CV1 !l"(S) MUS T f3[ IN ~ n ON ~ T ALL molfs THIl T A VfHIQEjtoo/F'I,/[N r iF (# 1l1E'
ROADWAY CR 'Mn1IN THE ItN (10) Ff.!T IF RUNCfF AREA M{) Nor iN 4 ~~AL" TRAVEl.
swvs. ' ' ".
21.ARfA OC9Cl4AlED BY T!-IE QV#lER 3-/ALL BE UTIliZED FCR EQUIPMfJH sr~GE AND CQVV1
MA~ srAGlNG. MATERIALS AND 9RPUES 91ALL f3[ SffHD (}JLt IN n10Se NV<S
AJ'PROI.fp BY THE: OWNER.
2& IN REGARD TO ]}IE IN~CnON ~ '{}IE PR(J.lcr, SOOT!-! '!.€sr flCFlDA WA TER
MANAr;1;M{Nr osmlcr (s/fYtMO) AND THE alY, COUNTY ANO/eR srA It lNP€:crms
'J1AIl HAVE lHE SAME ~r ~ ~[W AND INPECT1(J4 AS THE ENGlNfW rI RtC(f?O,
ALn1O/..1Gi Ir /S APPRCP~TE FOR 71-If fNGlNfIR rF RCCOO fO RfS<1Y( QU€SD(;;NS,
OIHlCUtTlfS, AND OIPUTtS RH.AnYE TO INJIRPRETADON fF CONTRACJ' [)()C(.JM[N11 <8
CONSTRUCTICN; SWfYtMO,AND rH( 01Y, COIJNlY MO/rfl SWT Rf~'v€ 1I-It, RlG1T tY
FINAL WVC/.JRRVIC( CN ~ MAriERS. ~ .
29. /He on: COONfY ANO/r:R STA It; {NQNf.ERJNG INPrcrffi 9-/ALL EE Nonnto. AI>JO THE:
fJJGlNUR'S APPROV~> S1ALL 8€ cerAJNfO, (]I ALL PR(1l()~ FIElJJ CHM~S. A/.TW.n~.s
eN AOOlnON$ rO THE APPRO\ofO F'"ANS BY THE CON rRACTCR CR n-IE: ENQN,fJ:R f.F REca?O
PRlCR ro THf /lJf{.EMf1a~nCN I]t Stlo+ CHANfX.S, ALTERADCNS CR AroT100~
Legal Desc,ription:,-
LOT 39. if SUNtfYOAI.E ~VI$lW; ACCOONG TO ]}IE MAP C1? fUr fH[RfrF AS Rfcau.o,lN PLAT
eoo< 31, PAGE !J.. PUOOC R(~S (f PINWS ccullY, FlCRIOAI IlNO ~Of +0 ANa 4-1, LESS AND
txaPT mE NEST ".0& m~ fHfRffF ACCORDING TO THE: MAP OR ~ r ti1ERErF AS RfCffiDf.D IN PIA r
0()t,)(34 PAGE J2. Pl.AJC,1~C{ft,)S CP PJNaLA$C(),JNTY; R.C1?fDA. LESS AND EXCEPT n-IAT Pffin<;;N fAKOf
F(8 SrA/! RO~O. 595 PARqJ. ilO~ ~CT1(JV t 15020-2515 AS ~(RJ~ IN THE a10CR (F TAKING
RfC(R[)[fJ IN O.1t t>>:1< 5210, PAOC t2/~, PlJEtx RW]10S CE PINfJ..LAS COUNTY. R.0iI0A.
AND:
.
PARCU I', lor 39', SUNN'rDA/E $IJ8OI'vlSlON, ACCOONG TO n1E MAP CN FU T THEREiF AS
REcqiOCO J!>4 ~r r;j(x}( 3', PA'iX 1,2 if THf PU/lJC RECffiOS CF PtNa/JS COONTY, Fl.C1?fOA. TOQ:THffi
I'rfrn PARCO. p". Au. (JF Lor 40 A~D LOT 41, LESS AND ExCEPT THE I'IfST rr,08 FUT THffiECF IN
SUNNiVAf.E suro~~OV4' ACCCRJJNfJ, TO THE: MAP (fl FUT THfRflF AS REC(fQD iN FUr BOCK 31,
PA~ 12 a: THE P/JOOC RfC'l:roS ,rF PJ1yflLAS CQJNTY, FlC1?IOA; ALSO AND OOV1OCl) (W[-HAI.F (1/2)
INIfRfSr IN AND TO THE tANOH'11NG, TO THE: I+fsr CF [D~WATER f.RYE ANO OOJNOCO (;;N' me: NfRi1-i BY A
PROJEcncw (f' fHe- Nffi1'HfRlY UN( (F SAID SUNN'lVAiE stroVl9(JJ TO 71-If HJ~W,4,rm MARX CE
aEARWATER HAA8<fl ANO O~ T;le SOUTH 8'1' A PROECnON rF mE SOOTHERLY UN( CF SAID 9JNN'lVALE
SIJOO\tf9~: r6 M HIr}!WArtR MARl< fF f1.EARWATCR HAA8~ At'JI)(}oi 11-/[ EAstSr' THE: WlTERUNE CF
SAID EOa'WATrR/)liY\.{ ANa cw a Yfsr BY 71-IE HlG-/WAf'[R MARl< \R ct..EARWA1ER HARf3(R;
ALSO AN UN~'vUD (K-HAtF OL2) INTtRfsr iN AND TQ THf Stl8Mf.RG[{) 1>>105 Cf.S(}{tffV AS FellOWS:
8CGI,"f A r THE' SQ/lWst COONER fF 71-If SOOT!-!o,st QVARfE:R ~ THE Nffii1-i'lrf.ST OOAATfR CE ~Gn(JI 3,
ro'r'I'N~1P 29 sdrlH. RANft 15 (Asr, ANo RUN 1}jENCE: N{Rn-i 8912'38" \'Ifs'r, A(C1IG n1f; EAsr AND
Vlfsr CfJtrrRlJN! ~,2 FUr: n.;ENCE NffiTH 0'12'0." i'l(sr 662.5 rEET TO THE SOUTHER!.YBOONDAAY if
R.{1?IOENA 9m'vl'SKiI, A~ R[C<J<<O IN P!..A r 800< 9, p~~ .34 if D-i! AJOOC RECCRDS CF PtNfU..),S
COONTY. IlcRtQ,4; TH~(t NC1lTH ~9'f2'J8' WEST, ALONG SAIO SOU~f BOUNDARY 182'9.1 FfE.T TO mE
H/G-IWA Jf.~ MARK iN CtLARWA ~ HARf3(J? FeR A PONT' fF BfGlNNINO; 71-IENCf N~n1 8~l1t38' II(Sr,
'844..38 fIEr; THf}JC( SOOTH Q'U'2t Vrfsr JJJ.8 flHj roCE soum 8912'38' osr 721,58 Fut
AlCNG '{}IE I'IfsirRLY CxTf.NSO/1 ~'TH( NCRTH UNE rF $UN~r PaNT $W)VI9OV AS RfC(1?f)EO IN flU r
8CXJK ., PAct' 56 .CF m! PVfU.C RECffiDS rF PINflJ.,AS COONlY, Fl(1{lQA; TO THE HIG1'rfA Iffi MARK iN
aLARWATl;R,~ T}IEN~ N~J}f 20'5</14-' EAst ALCWG '$AID HIQ-iWAIffi MARK 355,67 FEET ;0 THE
PaNT CF ocaNtvlN<t. '
R.OOO ZctlE NOrt', .
THIS 3TE L/fS, VtI7W~ ~,i.iA.A. 11000 ,(1,( .~" (Et f4)
MO lC1VE 'At" (El. 12}'ACCCRD/N1J. TO FIRM, COOlrll)NlfY
PANEl No. 12Sf.J~. 9106 p.. lNOfX OATfD MAt 6, 1996.
LEGAL Of.SCRtpnON P8Jj'ARW SY: lLOVERAS, BAUR, AND sTE:VE:NS fJ'iGINEERS, SfJRVEYORS, AND'
FUNNER5. QfJ.RWAlFE, FlffilpA - (81 J) 181-J.gS;,: , ,': '
,.'
, ' '
30. UP<l'l C(J,1A.E.nql CF CCtVsTRucnf)4. THE OWNER WIll RfOOIRf (JVf ~r tY CfJ,{fliTf
'AS-BUILt. CCNTRACTcR. ~o, StRPly CERDFIED 'AS-8UIf..r" TO rHt qJG/NCER CF ~ccro',
NO,
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All SHAsn, M.S, P.E.
FLORIDA R~G. NO. 42745
CIVil ENGINEER
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FIP-55
PER FOOT INDEX 17.355
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TRAFFIC ~GNS AR€ TO BE lOCAffD AS SPEC/RED
II'( THE SIT! PLAN, rrPlt;AL ~GNS ARE 9-101t1N 8ElOW,
LETTERS AND $YMBQS WILL BE 'M-IITE DIE-CUT ' "
VlNTt (OECAI..- f'tPE); LeTTERS W1U. BE: UPPER cASE,
HELVETICA IN sntf.
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Parking Data
Parking Require! }
1 SPACf PfR UNIT Z '6 "f/#(-~
;.r; UNI r HorEl STRUCTURE __ \ 7
4-0 UNITS x 1 sPACf PER UNIT == 4-0 PKG sPACES
HNVOICAP: 1 SPACE PER 25 sPACES = 2 SPACES RfO'D
Parkin~ Provided
4-5 R[G, 9' X 19' PARKING SPACES (9'x19' MIN.)
2 H,C. 12' X 19' PARKING SPACES
- -
4-1 TOTAL PARKJNG SPACES> 4-0 REQUIRED
Site Data
PRCf'OSED SITE CONDlnONS
lMPf.R\fOOS AREA
CONffiErE PAVING:
ASPHAL T PA VING:
SIDEWALK:
POOl DECK:
BUilDiNG:
lRAS/l ENCLOSURE::
TorAl ,MPfRVl00S'
0.05 ACRES
0,31 AffiES
0,05 ACRfS
0.04- AffiES
0,09 AffiES
0.00 ACRES
0.54- AffiES
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OR
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Comfort'Steites - Clearwater Bay
, Choice Hotels lnter~lational
[ntersecfton 0/ Edge"t1-'ater /)rive and A.lternate 19 in Pine/a.! County. CreaY'r\.'ater. F10rMa
PRO.,JECT:
fOR:
Mr, RarricUi Bhula'
J 941 Edgewate1'l)r(vl
CleanvateT. Ft9rlda J461 j
1 ~'
"
2021.11 SF
1364-6,65 5F
2061, 29 5F
1 f4.5.76 SF
4-109.76 SF
14-4-,00 SF
23735.23 SF
PER\fOUS ARE).
GRE[N AR[A:
l1JRF BL OCK:
POND SURFACE AR[A:
TOTAL PERVIOUS:
0.37 ACRES
- ACRES
0.05 AffiES
0.4-1 AffiES
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4.,84- .'; (F SITE
32,65 ~ (F sur
4-,95 :( CF ~TE
4-,18 :( Cf' SITE
9,83 ;J; (F SIlt
0,34- :( l,F SITE
56.80 .'; (F SHE
38,17 .'; (F SITE
- :( (F SITE
5,04 " (F SITE
4J,20 :( (F SHE
100.00 "(I SIT[
NHlrE
S'rU8Ct
IIandicap Parking Space and Sign I)etair &,
NQT TO SCAIL '
ruES€: PLANS PREPARED av:
(941) 665-8718
,
~:" , ,Autoqlated Consulting Services
J,~ comm~ I'd ~ ~ Mer. . N, ~ tlOrIdI 3380t
1594-9.4-6 SF
-SF
2105,88 SF
18055.34- SF
TOrN.. SITE AAf.).: 4'790.'7 SF 0.94 ACRES OR
PROPOSfD /f.ftR\iOtJS/PfR'dOO$ AA ~ 65: J5
SOUTHEAST cavo (I THt SOUTHUST
'/f (I THE NORTHVtEST 1/4 (I SECTKW J
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Site Plan
ORA \\tI BY:
SHEET NO.
a. AUBIN
DATE:
01/26/00
CHECKED BY:
C02
APPROVEO BY:
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LANDSCAPE REQUIREMENTS
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o&EI..OP\tOO REGUtAllON$
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R.~rtNNYDAlE DR. FRONTAGE =- 316.1 LF
1 TRlE PER 35 LF =- 9 TREES
SHRUBS REQ'b ADJACENT TO VUA ~ CONTINUOUS HEDGE PROVIDED
PR~IDe:Q: 9 TREES - COMPRISED OF THE FOllOWING:
9 PROPOSED TREES
ALl 19 - S,R. 595 FRONTAGE :a 135 LF
1 TREE PER 35 LF =- 4 TREES
SHRUBS REQ'D ADJACENT TO VUA =- CONTINUOUS HEOOE PROVIDED
PROVIOED; 4 TREES - COMPRISED OF' THE FOllOWING:
4 PROPOSED TREES
ADJACENT PE:RMi"Jm
NORTH =-
1 TREE PER 35 LF =
PROVIDED: 9 TREES
J PROPOSED TREES
18 PROPOSED PALMS (EQUIVALENT TO 4 TREES 0 A 3: 1 RATIO)
EAST ;:;a 1 35 LF
1 TREE PER 35 LF :a 4 TREES
~ROVIQEQ~ 4 TREES COMPRISED OF THE FOllOWING:
4 PROPOSED TREES
303 LF
9 TREES
COMPRISED OF' THE FOllOWING:
. ~
tfTERI09
VEHCU.AR use AffEI4
V.U.A. (REF. TO SITE PlAN) =
REQ'D LANDSCAPE ARfA =-
(10,. OF GROSS V,U.A.) WITH
8' MIN. DIMENSION / 150 SF MIN. ARfA
1 TREE PER 200 SF REQ"D INTERIOR l.A. ::I 11 TREES
PROVIQED; 11 TREES
8U1.DI<<.I FOtN)A11ON PUHTWG&
FACADES FACING R.O.W. ONLY =-
5' PlANTER WIDn-t :a
2 ACCENT TREES
OR 3 PALMS PER 40 LF' :=t
1 SHRUB PER 20 SF
OR 50,. SHRUBS/50,. GROUNDCOVERS':a
i
2ROVJDE~ 22 TREES
21.230 SF.
2,123 S,F. REQUIRED AND PROVIDED
N
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20'
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SCALE IN FEET
40'
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258.7 IF
1,293.5 SF
13 TREES OR 66 PALMS
65 SHRUBS PROVIDED
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TREES 4. CAUPER AND GREATER mAT ARE REMOVED DUe: TO DEVELOPMENT
ACTMTIES ARE TO BE REPLACED ON AN INCH-FOR-INCH BASIS, (EXCLUDING
DEAD/OIStASED/ OR TREES IN POOR CONDITION)
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PLANT' MATeRIAL SCHEDULE
GENERAL NOTES
EXISTiNG SUaCRAOE
-.....---
'8YM.
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15
GOT ANQAL NAMI
lo(j9"S~mto indfco
~Qtch$.z'
,
Quercus virgtnfono,
WO,.,hth<Jtonio robueta
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cow.tON NAJI!
Notchez Crop. Myrtle
, '
1, ALL lANDSCAPE MATERIAL SHALL BE FlORIDA NO.1 GRADE Of BETTER AS SPECIFIED IN GRAQES AND STANDARpS fQR. '
ti!.!J~SERY PlANTS, PARTS I y.lO II. BY TI-iE DIVISION Of PlANT INDUSTRY, FLORIDA DEPARTMENT OF ACRICULTURE AND ,', .\
CONSUMER SERVICES, AND SHALL CONrORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY ..
STOCK. LANDSCAPE MATERIAL SHALL BE INSTAllED ACCORDING TO SOUND NURSERY PRACTICES.
2, ALL REQUIRED PERIMETER SHRUB MATERIAL SHALL BE A fJlNIMUfJ OF 24" HEIGHT AT THE TIME OF INSTALLATION AND
SPACED NO GREATER THAN 36" ON CENTER. INSTALLATION OF PROPOSED SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING
TRtE ROOT SYSTEMS AND SHALL BE FIELD ADJUSTED iF NECESSARY,
3, ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT. OYERALl.. HEICHT WITH A MINIMUM 4" TRUNK CALIPER
(MEASURED 6. FROM GRADE) AT THE TIME OF P~TING, ADJUST TREE LOCATIONS AS NECESSARY TO AVOID CONfliCTS
WITH UTILITIES, OBSTRUCTIONS, ETC. REFER TO MATERIALS SCHEDULE fOR EXACT SPECIFlCATIONS,
4, PROPOSED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM HARDSCAPE ELEMENTS. SHRUBS SHALL BE SPACED
A MINIMUM OF' 2 FEET FROM HAROSCAPE ElEMENTS (e.g, BUilDINGS, WAU<S, CURBS, DRIVES, ErG,)
5, AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE 100 % COVERAGE AND/OR MAINTAJN
l}jE lANDSCAPE AREA IN A HEALTHY MANNER, ,
6. ALL PlANTlNGS SHALL BE MULCHED WITH A MiNIMUM 3" LAYER. ALL TREES IN LAWN AREAS TO HAVE A 6 FT, DIAMETER.
MULCH RING AROUND THE TRUNK,
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22
39
168
TBD
Vibum'um - sU8ptnsum '
Pospalurn nototum
'Ngenti'ne. "
Uve Oak
Woshingtontan Palm
Sondankwo Viburnum'
8PECF1CA T19N8
B/9" 4- cot,. multi-trunk
10-12' ht. )( 4-6" sprd.
8&B. 4- cal., 16......18' ht. )( 7' sprd,,, 5' c,t.
8&B, 18' c,t. hts. Matching hefghts.
, Tied fronds
REMOVE FRONDS - lOWER 1/4" OF HEAD
ALL FROND BOOTS TO REMAIN
INTACT,
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'~t1YJ/Lo;:; .-J
~~__.~~T R1Ufu\~1P TO
FINISHED GRADE AS IT
, BORE IN THE CONTAINER
TREE SHALL BE STAKED USING '14 BRAIDED
WIRE AND 2"X2"X36" PT SYP SfAKES .
ORfVEN BELOW GRADE. ALL WIRES TO
BE MARKED WITH FLAGGING TAPE.
3" CYPRESS MULCH LAYER
6"-12" TREE SAUCER
PLANTING HOLE TO HAVE
VERTtCAL SIDES
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Argenttne Bohrogross
'SOd
J 9Ollon, 20. ht. )C 20- $prd., 36- O,c,
~fpease/weed--fte." lold tight, rolled '
5 LAYERS OF BURLAP
(WRAPPED AT F'OIN T OF SUPPORT)
""
,^ ~' -)~"urch T~D' ,Sh~edded Cypre,$S M.ulch Grode 'A', J- ldYer
" ':"':160-,: 19 BE DETERMINED f1f' LANDSCAPE CONTRACTOR
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, .
PLAN TING MIX TO BE
COMPACTED TO PREVENT
SETTLEMENT .
.
.
EXISTING SUBGRADE
2" x 4" WOOD eLEA T (..3)
2" )( 4" WOOD 81~ACt= (3)
(WIRE TO TREE)
PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS I r
BORE IN THE CONTAINER
3"-4'" SOiL SAUCER
NOT TO SCAlE FINISHED,
GRADE
3" CYPRESS MULCH LAYER
6"-12" TREE SAUCER
PLANTING HOLE TO HAVE
- VERTICAL SIDES
~ T'"
PLANTING MIX TO BE
COMPACTED TO PREVENT
SETTLEMENT '
,OAK TREE PLANTING DETAIL
3" MULCH LAYER
".x 4" ~ .39'. WOOD STAKE (3)
E.XISTING, SOl!..,
CALL 48 HOURS
BEFORE, YOU DIG
It's the Law!
1-800-432-4770
EXISTING SU8GRADE
, , .
SUNSHINE STATE ONE CALL OF FLORIDA,' INC,
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. :',ORNAMENTAL TREE PLANTING DETAIL
fIARDEJ.\.tAN. KEMPTON'
&ASSOCIATES
NOT TO SCALE
,
Landscape ArcbitC(;ts
2201 W, NORlH 'A. ST. TAMPA F\. '3608 (81') 258-0066
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'BY
'JASON E. RINARD,' R.L.A,
'. .REG NO' fl. LA 0001608-
LANDSCAPE ARCHITECT
PROJECT:
Comfort Stlites - CleafYvater Bay
Ghoice" Hotels International
, ,
Intersection of Edgewatq Dn've and Alternate J 9 in Pinelat County, Clean/atel'. Florida
l1-lESE PLANS PREPARED BY:
Lalldscape Plan
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DRAWN BY: SHEET NO,
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FOR:
},.{r, RaJrlan. Bhuhl
J 941 Edgewatey />rive
Clearwater, Florl9fJ 146Jj
(941) 665-8718
DATE:
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PlANS NOT VAllO 'UNlESS'
\' . R~IS€O SEAL Af.F.1XEb,
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06/09/00
CHECKEO BY:
APPROVEO ,BY:
JER
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'It /. I "N),JACf.HT PRCftRTY 0MNf.'RS ND
/ fQV\, \ I \V / / 'fQV\ SHALL BE LOCATro 15' NMTH (y
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--L - - - - - _ _ i-- HYDRANT ~ . 4 I \Tr:R~ . 'pg;
- - - - - - - - - - - - - - - - - - - - - - - - ,.' ...' ,. ... I.L.'ER ....
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-?9~; ~ y~~ \~
~~ ~ PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS IT
BORE IN THE CONTAINER
,~~i ~ ./ 3" CYPRESS MULCH LAYER
I, _~ 6"-12" TREE SAUCER
A. oX .'..... I ~ _ PLANTING HOLE TO HAVE
I-ill ill~fffi"-': :' ~ )9~~^ " ': U........:~m:::ill.L.U:' VERTICAL SIDES
'I IJJ -=TTII '.' '.xNX'lY):'<, T1 11Wum, I'
-: _lll~lli<" >C>6</<VS6 "" '= 1:- lrnl:- PLANTING MIX TO BE
-~ffill ~:,:~ I :II\....~'~ ::!-W..llfrTll~ COMPACTED TO PREVENT
11 ~ ~ E rn~ m~11 '_ :r- SETTLEMENT
-I urWI.,...,...,.~~ 1- I'
'II "11 ,. EXISTING SUBGRADE
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l.ANDSCN'E NOTt:
ALL RCOURED t..N<<>SCJK SHALL BE
WA/NTM\fD THROUQWT AND 9Tr SI-W.J.
f)( KEPT IN A Cf..l),N, MEl.L WNICURrD
ccwor~.
COMMON NAME
Tuscarora Crape Myrtle
Live Oak
Queen Palm
Washingtonian Palm
Ligustrum Tree
lady Palm
Crinum Lily
Bird of Paradise 'Giant'
Sea Grope
Red Ixora
Dwarf Indian Hawthorn
Thryallis
Xanadu Philodendron
Varieg, Spider Plant
Creeping Fig
Gold lantana
Giant Liriope
Aztec Grass
Confederate Jasmine
Tricolor Bromeliad
Bahia Sod
to\ fXP\
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PLANT MATERIAL SCHEDULE
SYM,
LI
QV
SR
WR
lJ
RE
CA
SN
CU
IC
RI
TG
XP
CC
FP
lC
lME
lMV
TJ
NT
QTY,
13
21
1 1
19
15
9
6
2
53
155
101
9
109
60
33
122
457
63
34
94
BOTANICAL NAME
lagerstroer';iu indica 'Tuscarora'
Quercus vir'Jiniana
Syagrus romonzoffianum
Washingtonia robusta
Ligustrum joponicum
Rhapis excF:ho
Crinum osiaticum
Strelitzia nicolai
Cocco lobo uvifera
Ixora coccinea 'Nora Grant'
Raphiolepis indica 'Alba'
Thryallis glauco
Philodendron selloum 'Xanodu'
Chlorophytum comosum 'Variegata'
Ficus pumila
lantana camara 'New Gold'
Liriope muscari 'Evergreen Giant'
Liriope muscari 'Variegata'
Trachelospermum jasminoides
Neoregelia Tricolor
Paspalum notatum
Shredded Cypress Mulch
3/8" Pea Grovel
EXISTING SU8GRADE
~,,, ~
-~ ~~
~~~
~ _...::::- ( ../" --
~ -...: \ ;;-- /./"""'
~ J'r ~
-~- (;
TREE SHALL BE STAKED USING #14 BRAIDED
-" \\o1RE AND 2"X2"X36" PT SYP SlAKES
A DRIVEN BELOW GRADE, ALL 'MRES TO
I BE MARKED 'MTH FLAGGING TAPE.
3" CYPRESS MULCH LAYER
FI N' SHED .tJ.1 \ 6" -12" TREE S AU CER
GRADE /1ill, ^ V}A ^' =T, PLANTING HOLE TO HAVE
I.........Wll~1 ~III;:;:; '.< ': rX;:ISt:?~' .'. '-MIf=.WillJ:WiJ..Lr VERTICAL SIDES
"""T -III=:" ~).. \= II .'< Vy y..7 )<0'<, =11} f 1. iTTWilll:..... :r-
--:,,~,= '",,' >c~;c .I:.,' i"iJ 'J;III~1 j: PLANTING MIX TO BE
'TTj~'!i..j~=- ;.1.-..;1 'k.A ~ fl"1I ~~r~~5t~~ TO PREVENT
~lJ1Fu lmilll1Wrnr1ITITll ~
I ~r:rTT~:i'
~2lC
SOD
Mulch
GRAVEL
NOT TO SCALE
~~6~
.
Tied fronds
REMOVE FRONDS - LO\l{[R 1/2" OF HEAD
ALL FROND BOOTS TO REMAIN
INTACT.
PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS IT
BORE IN THE CONTAINER
~
~
-J
5 LAYERS OF BURLAP
(VVRAPPED AT POINT OF SUPPORT)
~
2" x 4" WOOD CLEAT (3)
2" x 4" WOOD BRACE (3)
(iMRE TO TREE)
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WO:o '\
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~ d ~ U~ - 3" MULCH LAYER
o ~~ ~~~ ~ r" x 4" x 30" WOOD STAKE (3)
./ ~M ~ / EXISTING SOIL
Y --/l ~~ f=111= ~/
~llmg ~~ I 1l1~Tril
~ ~IT t ~ ~III~ EXISTING SOIL BACKFilL,
II~- r-'-'-II
l""""-, I I ~ ..J.Tii
-lJm- II'.... _I n4 I iLl I
TYPICAL PALM TREE PLANTING
3" - 4" SOIL SAUCER
EXISTING SUBGR ADE
FINISHED
GRADE
SHADE TREE PLANTING DETAIL
NOT TO SCALE
SET ROOTBALL ON UNDISTURBED SOIL,
MIN. 36" ROOTBALL DIAMETER,
LOT 39
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ONE STORr
MASONI'<Y
NESIDf:NCf:
. /~ COeNEe OF 4'
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SPECIFICA TIONS
B/B, 4" col., multi-trunk, 10'-12' ht. x 4' -6' spr.
B/B, 4" col., 16'-18' ht. x 7' sprd," 5' c,t.
12' -20' c.t. staggered heights
8&B, 12' -20' c,t. staggered heights
B&B, 8' ht. x 8' spr., Multi-trunk
15 gallon, 6' ooh x 3'-4' spr., Full to ground
10 gallon, 36" ht.x 36" sprd,
7 gallon, 5' oah
3 gallon, 24" ht.x 20" sprd., 36" o,c.
3 gallon, 20" ht.x 20" sprd" 36" o.C.
3 gallon, 15" ht.x 15" sprd" 30" Q,C.
3 gallon, 15" ht. x 15" sprd., 36" o,c,
3 gallon, 20" ht. x 20" sprd" 36" o,c,
1 gallon, 12" ht. x 12" sprd" 24" O.c,
1 gallon, 12" ht. x 12" sprd" As shown
1 gallon, 12" ht. x 12" sprd" 24" o,c,
1 gallon, 12" ht. x 12" sprd" 24" o,c,
1 gallon, 12" ht. x 12" sprd" 24" o,c,
1 gallon, 12" ht. x 12" sprd., 24" O.c,
6" pots, Full @ 15" o.c,
Disease/weed-free, laid tight, rolled
Grade 'A', 3" Loyer
Install to minimum 3" depth with soil separator
NOT TO SCALE
ORNAMENTAL TREE PLANTING DETAIL
NOT TO SCALE
L1rOO2.cJw9 - Oct 12, 2000 3:08 p,m, Ben Aced R,'5,O
NO,
1
2
REY1SlONS
PER REVISED SITE PLAN
ADDED SIDEWALK PER NEIGHBOHOOD RECtt.4NTS
DA TE BY
8-30-00 KC
10-12-00 BEA
JASON E. RINARD, R.L.A.
REG NO FL LA 0001608
LANDSCAPE ARCHITECT
S1GNAruRE
DATE:
PLANS NOT VAUO UNLESS
RAISED SEAL AffiXED,
PROJECT:
+
LANDSCAPE
REQUIREMENTS
PER THE CITY OF CLEARWATER LAND
DEVELOPMENT REGULATIONS
PERIMETER
R,O,W:
SUNNYDAlE DR, FRONTAGE =
1 TREE PER 35 IF =
SHRUBS REQ'D ADJACENT TO VUA =
316,1 LF
9 TREES
CONTINUOUS HEDGE PROVIDED
PROVIDED: 9 TREES - COMPRISED OF THE FOllOWING:
9 PROPOSED TREES
ALT 19 - S,R, 595 FRONTAGE =
1 TREE PER 35 IF =
SHRUBS REO'D ADJACENT TO VUA =
PROVIDED: 4 TREES - COMPRISED OF THE FOllOWING:
4 PROPOSED TREES
ADJACENT PERIMETER:
NORTH =
1 TREE PER 35 IF =
PROVIDED: 9 TREES - COMPRISED OF
3 PROPOSED TREES
18 PROPOSED PALMS (EQUIVALENT TO 4
EAST =
1 TREE PER 35 IF =
PROV1DED: 4 TREES - COMPRISED OF
4 PROPOSED TREES
135 IF
4 TREES
CONTINUOUS HEDGE PROVIDED
303 IF
9 TREES
THE FOllOWING:
RATIO)
TREES @ A 3:1
135 IF
4 TREES
THE FOllOWING:
IN TERIOR
VEHICULAR USE AREA:
V,U,A. (REF, TO SITE PLAN) =
REQ'D lANDSCAPE AREA =
(10% OF GROSS V,U,A,) WITH
8' MIN, DIMENSION / 150 SF MIN, AREA
1 TREE PER 200 SF REO'D INTERIOR l,A. =
PROVIDED: 11 TREES
BUilDING FOUNDATION PlANTINGS:
FACADES FACING R.O.W, ONLY =
5' PLANTER WIDTH =
2 ACCENT TREES
OR 3 PALMS PER 40 IF =
1 SHRUB PER 20 SF
OR 50% SHRUBS/50% GROUNDCOVERS =
PROVIDED: 22 TREES
REPLACEMENT TREES
TREES 4" CALIPER AND GREATER THAT ARE REMOVED DUE TO DEVELOPMENT
ACTIVITIES ARE TO BE REPLACED ON AN INCH-FOR-INCH BASIS, (EXCLUDING
DEAD/DISEASED/ OR TREES IN POOR CONDITION)
18,339 SF,
1,834 S.F, REQUIRED AND PROVIDED
9 TREES
258,7 IF
1,293,5 SF
13 TREES OR 66 PALMS
65 SHRUBS PROVIDED
GEN[=RAL
NOTE S
1. ALL LAND'';CAPE MATERIAL SHALL BE FLORIDA NO,1 GRADE OF BETTER AS SPECIFIED IN GRADES AND STANDARDS FOR
NURSERY P~NJS. PARTS I AND II. BY THE DIVISION OF PLANT INDUSTRY. FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SE3V!CES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY
STOCK. LANDSCAPE MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES,
2, ALL REQUIRED PERIMETER SHRUB MATERIAL SHALL BE A MINIMUM OF 24" HEIGHT AT THE TIME OF INSTALLATION AND
SPACED NO GREATER THAN 36" ON CENTER. INSTALLATION OF PROPOSED SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING
TREE ROOT SYSTEMS AND SHALL BE FIELD ADJUSTED IF NECESSARY,
3. ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT, OVERALL HEIGHT WITH A MINIMUM 4" TRUNK CALIPER
(MEASURED 6" FROM GRADE) AT THE TIME OF PLANTING, ADJUST TREE LOCATIONS AS NECESSARY TO AVOID CONFLICTS
WITH UTILITIES, OBSTRUCTIONS, ETC, REFER TO MATERIALS SCHEDULE FOR EXACT SPECIFICATIONS.
4. PROPOSED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM HARDSCAPE ELEMENTS, SHRUBS SHALL BE SPACED
A MINIMUM OF 2 FEET FROM HARDSCAPE ELEMENTS (e,g, BUilDINGS. WALKS, CURBS. DRIVES. ETC,)
5, AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE 100 % COVERAGE AND/OR MAINTAIN
THE LANDSCAPE AREA IN A HEALTHY MANNER.
6, ALL PLANTINGS SHALL BE MULCHED WITH A MINIMUM 3" LAYER. ALL TREES IN LAWN AREAS TO HAVE A 6 FT, DIAMETER
MULCH RING AROUND THE TRUNK,
7. THE LANDSCAPE CONTRACTOR SHALL SOD ALL DISTURBED AREAS,
8, THE CONTRACTOR IS RESPONSIBLE FOR THE CLEAN-UP OF THE PREMISES AND REMOVAL OF ALL DISCARDED AND
SURPLUS MATERIALS AND RUBBISH,
9. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE lOCATIONS OF EXISTING TREES, SHRUBS, AND LAWNS, PRIOR TO
INSTALLATION OF PROPOSED MATERIALS, EXTRANEOUS MATERIALS SUCH AS ROCKS, DEBRIS. UNACCEPTABLE SOILS, BUILDING
MATERIAlS. OR ANY OTHER MATERIALS THAT MAY BE A DETRIMENT TO THE HEALTH OF THE PLANT MATERIALS SHALL BE
REMOVED, THE PLAN LAYOUT SHALL GOVERN THE EXACT QUANTITIES OF PROPOSED LANDSCAPE MATERIAL.
10. THE LANDSCAPE CONTRACTOR SHALL BECOME ACQUAINTED WITH RELATED SITE IMPROVEMENTS, INCLUDING SITE GRADING,
PAVING, AND ALL UTILITIES (WATER, SEWER, POWER, CABLE, ETC,) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A
TROUBLE FREE INSTALLATION.
11, THE EXACT lOCATION OF EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UTILITIES. AND PIPES, ETC,. MAY NOT
BE AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE LOCATION OF THESE
ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH
MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST
REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPAIR/REPLACEMENT IF DAMAGED BY HIM.
12, CONTRACTOR SHALL CALL SUNSHINE STATE ONE-CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITY.
(1-800-432-4770)
CALL 48 HOURS
BEFORE YOU DIG
It's the Law!
1-800-432-4770
L
~
~
HARDEMAN. KEMPTON
& ASSOCIATES
'r,
Landscape Architects
2207 W. NORTH . A' ST, T ^",P A F'L 33606
(813) 258-0066
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
~'
COInfort Suites - Clear~ater Bay
Choice Hotels International
Landscape Plan
FOR:
Io.tersectlon of Edgewater Drive and Alternate 19 in Pinel as Countyl Cleanvater, Florida
THESE PLANS PREPARED BY:
Mr. Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
DRA~ BY:
SHEET NO.
KC
(941) 665-8718
DATE:
01/26/00
CHECKED BY:
LOt
Automated ConsultiJ!J Services
1531 ~ Part DrM. ~ No. . t.aWand, FlarIdI 3JeOl
JER
APPROVED BY:
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Ir-ROO1.dwq - N.J9- J1, 2000 10: 05 a,m, oc~0dd2 Mod R,lS,O
COlllfort Suites - Clear~ater Bay
Choice Hotels International
Intersection of Edgewater Drive and Alternate 19 In Pinelas County, Clearwater, F10rida
THESE PLANS PREPARED BY:
~ (941) 665-8718
Automated Consu]!Jg Services
1531 0alnNdaI Pat DIM. Me MI. . ~ f10rldI DIOt
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(60' PUBLIC RIGHT-OF-WAY)
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IRRIGATION LEGEND:
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RAIN BIRD 1806 POP-uP SPRAY WI 151 NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 POP-uP SPRAY WI 12' NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 POP-uP SPRAY Wi 10' NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 POP-uP SPRAY WI 8t NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 POP-uP SPRAY WI 15' STRIP NOZ, (ARC AS NEEDED)
RAIN BIRD 1806 POP-uP SPRAY WI 5' NOZZLE (ARC AS NEEDED)
USE RAIN BIRD 1812 SHRUB HEAD OR PA-8S SHRUB RISER AS NEEDED
RAIN BIRD T6-PC wi T40 3,0 NOZZLE (ARC AS NEEDED)
RAIN BIRD T6-PC Wi T40 4.0 NOZZLE (ARC AS NEEDED)
RAIN BIRD T6-FC wi T40 6.0 NOZZLE (ARC AS NEEDED)
RAIN BIRD PGA-150 1,5" REMOTE CONTROl VALVE
TERMINATION POINT Of' SPARE 'MRE FROM IRRIGATION CONTROllER
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POINT OF CONNECTION - 1 " IRRIGATION METER
(30 GPM AT 65 PSI REQUIRED)
WA TIS 1" BACK FLOW PREVENTION DEVICE - PER lOCAL CODE
RAIN BIRD ESP-16lX+ HYBRID IRRIGATION CONTROlLER
WI MINI-CLICK 1502 (SEE IRRIGATION NOTES FOR INSTRUCTIONS)
_ - - MAIN LINE - SCH 40 PVC - SIZED AS INDICATED
/1\
\22/
STATION NUMBER
GALLONS PER MINUTE
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lATERAL LINE - PVC CLASS 160 - SIZED AS INDICATED
NOTE: ALL lATERAL LINES NOT SIZED SHALL BE 3/4"
= = = SlEEVlNG - PVC SCH 40 (SEE IRRIGATION NOTES FOR SIZING)
NO,
1
REVISIONS
PER REVISED SITE PLAN
DATE BY
8-30-00 I<C
PROJECT:
JASON E, RINARD, R,L A,
REG NO FL LA 0001608
LANDSCAPE ARCHITECT
fOR:
SIGNATURE
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
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CALL 48 HOURS
BEFORE YOU DIG
~~ ~~
"....... L...... ~
It's the Law!
1-800-432-4770
)
SUNSHINE STATE ONE CALL OF FLORIDA, INC, ~..'.
HARDEMAN. KEMPTON
&ASSOCIATES
Landscape Architects
2207 W. NORTH 'A' 5T, TIoNoPA f'\. 33eOG (813) 2~-ooee
Irrigation Plan
DRAWN BY:
SHEET NO.
ICD
DATE:
KC
CHECKED BY:
IROl
JER
APPRO\t:D BY:
JER
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Ir-ROO1,dw9 - Aug. .31, 2000 10: OS o,m. ocscodd2 Acod R.15,O
IRRIGATION NorfES:
IRRIGA TlON 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",
RPZ DEVICE
WYE STRAINER
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 TOGErrlER THEN TIED TO THE
BOTTOM OF THE MAIN LINE PIPE W/TlES 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 LANDSCAPE 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,
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.
THRomE VALVES ON SPRAY ZONES AS REQUIRECJ 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 .DLL 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 SHOv.N OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPED AREA IS SHOv.N 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.
EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN Ov.NER'S
REPRESENTATIVE PRIOR TO INSTALLATION,
PROPERL Y GROUND THE CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND
ROD WITH AWG N6 BARE SOLID COPPER WIRE, ALL SPLICES AND CONNECTIONS
TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WlTH KING TECHNOLOGY 116
WIRE CONNECTOR,
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FROM P.O,C.
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GALV, NIPPLE
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OR T12-PC ROTOR
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HOSE - 18" MIN,
SCH, 40 PVC TEE
PVC LATERAL LINE
HIGH POP-UP SHRUB SPRINKLER
NO.
1
RE\1S10NS
PER RE\1SED SITE PLAN
DATE BY
8-30-00 KC
JASON E, RINARD. R,L.A.
REG NO FL LA 0001608
LANDSCAPE ARCHITECT
SIGNATURE
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
PXC SCH 80 90 ELL
12 RECT, VALVE BOX
\ \
FINISH GRADE
WIRE CONNECTORS
TO SPRINKLERS
COMMON WIRE
HOT WIRE ~
R~INBIRD PGA SERIES VALVE
3 GRA~L SUMP
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FINISH GRADE
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S:' HOSE - 18 MIN,
SCH 40 PVC
STREET ELL
SCH, 40 PVC TEE
PVC LATERAL LINE
POP-UP TURF SPRINKLER
HARDEMAN. KEMPTON
& ASSOCIATES
Landscape Architects
2207 W. NORTH 'A' ST, TAMPA f'L 3Jeoe (813) 2~-OO6e
PROJECT:
COlllfort Suites - Clearwater Bay
Choice Hotels International
Irrigation Details
fOR:
Intersection of Edgewater Drive and Alternate 19 in Pinela! Countyl Clearwater, Florida
THESE PLANS PREPARED BY:
DR A 'Ift.4 BY: SHEET NO.
ICD
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CHECKED BY: IR02
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APPROVED BY;
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1941 Edgewater Drive
Clearwater, Florida 34615
(941) 665-8718
Automated Consultin<< Services
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DATE
07/21/00
BY
BEA
All SHASTI, M.S. P,E.
FLORIDA REG, NO, 42745
CIVIL / STRUCTURAL ENGINEER
PROJECT:
Comfort Suites - Clearwa~er Bay
Choice Hotels Internatlonal
Intersection of Sun nyda Ie Dn've and Alternate 19 in Pinelas County, Clearwater, Flon'da
THESE PLANS PREPARED BY:
~ (863) 665-8718
Automated Consuj!mg Services
1531 CcwI.I_dat Part Drtwe, !We No. . LaWcN, FlcrVo JJ80l
FOR:
SIGNATURE
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Flon'da 34615
DATE:
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DATE
70/05/00
BY
BEA
All SHASTI, M,S, P,E,
FLORIDA REG, NO, 42745
CIVIL / STRUCTURAL ENGINEER
Comfort Suites - Clearwater Bay
Choice Hotels International
Site Sections &
Details
SIGNA TURE
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
PROJECT:
Intersection of Sunnydale Drive and Alternate 19 in Pinelas County, Clearwater, Florida
FOR:
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
THESe: PLANS PREPARED BY:
DRA~ BY:
B, AUBIN
(863) 665-8718
DATE:
01/26/00
CHECKED BY:
Automated Consulljy Services
1531 CorrInerdaI Part IIItw., SlIfte No. . ~ nortdI 3JlI01
APPROVED BY:
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Comfort Suites - Clearwater Bay
Choice Hotels International
Intersection of Sunny dale Drive and Alternate 19 in Pinelas County, Clearwater, Florida
THESE PLANS PREPARED BY:
~ (863) 665-8718
Automated Consultg Services
'531 Connrdal Part Dr-. SlIIte No. . LaaIcN, f1artdo J3IOI
1"1'E
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REVISIONS
DATE
BY
THOMS ENGINEERING
& ASSOC, INC.
15.36 COMMERCIAL PARK DR,
LAKELAND. FL. 33801
PHONE: (941) 665-3301
PROJECT:
FOR:
SIGNATURE & DATE
JAMES R, THOMS P,E,
FLORIDA REG, NO. 412.36
ELECTRICAL ENGINEER
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Flon'da 34615
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S, AUBIN
DRA~ BY: SHEET NO.
DATE:
01/25/00
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\ PLAT BOOK 9, PAGE 34
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-- 1 0 0.20% SLOPE OF 15' ADS PIPE
1 ~ ~_ _, (0 0.20% SLOPE
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Rf:TENTION AREA #2 .w I T LA I --CONC, SLAB. CHAiN UN/{ FENCE
I .ioo'1"""" 1/C07
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INVfRT EL. 5,60 -/' ~ 13,00 ~
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ONE: STORY
MASONRY
RESiDENCE
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117.401 ~ ntiOl rT '71n ~ l:!Im'
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SEE DETAIL
2/C07
,~- CONe. CURB
'I
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/ SUNNYDALE DRIVE
(60' PUBLIC RIGIIT-Olt-WAY)
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2'-0'
CA TCH BASIN / JUNCTION BOX DIMENSIONS
SEE DRAINAGE DETAIL FOR DATA APPLICATION
PIPE OPENING INFORMATION
STRUCTURE STRUCTURE TOP ELEV, BOTTOM ELEV. DEPTH "0"
NUMBER DESCRIPTION "A" "B" "c" SIZE INVERT DIRECTION
~
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1/2"
r9"5 I/'~
EYE: 80L T
SEE INDEX 201
OF FDO T BOOI<
INFl OWING /OUTFL 0 WING
DRAINAGE PIPES
"A"
~
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SECTION A-A
SCALE: 1/8'=1'-0.
15'
s
TYPE 'c'
INLET
1,77'
6.23
8,00
6.23
15"
15'
15"
15"
15"
15'
15'
15"
E
N
N
E
W
TYPE .c'
INLET
6.01
2.19'
6.01
6,01
5,84
5,84
5,84
8,20
2
TYPE 'c'
INLET
5.84
4.16'
.
co
10.00
3
NO, 4 BARS
o 12 CTRS,
5,84
5,84
5,84
N
W
S
SECTION
TYPE .C.
INLET
9,45
5,84
3.61'
4
2'- 4'
.
o
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-&if- ------
T NEW 5' CONG,
, SIDEWALK TO
BE INSTALLED
!-A ANHCtE
J-BOX
.
~
2,50'
15"
6,00
W
8,50
6,00
5
fl'
111/2"
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c=::::> c=::::>
c=::::>
c=::::> c=::::> A
c:::==> c=::::>
c=::::> c=::::>
.
o
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tv')
NEW TYPE 'F' CURB
AND GUTTER TO BE INSTALLED
EXISTING ROADWAY TO
REMAIN UNCHANGED
.
~
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c=::::>
c=::::>
c=::::> c=::::>
B
DISTURBED AREAS IN
FOOT R.O. W. TO BE
SODDED PER FOOT
STD SPECS LA TEST
SECTIO~1f-B
SCALE: 1/8"::1'-0'
TYP. SLOTTED DRAIN DETAIL
NO T TO SCALE
SEE sm:
GRADING PLAN
COVER
APPROX, YrftGHT 235L8S.
SECTION B
FDOT TYPE "c" INLET
INDEX NO. 232 NOT TO SCALE
Comfort-lnn-CDJ.dwg - Oct. 12, 2000 J: 24 p,m, BM Acod R.1.5,O
NO,
RE'v1S10NS
REVISED SiTE LAYOUT, REVISED GRADiNG PER SITE LAYOUT
REVISED RETENTION AREA PER SVlfWMD RE'MTS, ADDED SECTION B-B
DATE
07/24/00
10/05/00
All SHAST1, M,S, P.E,
FLORIDA REG, NO, 42745
CIV1L / STRUCTURAL ENGINEER
PROJECT:
EleYOtJon T~
C2s:"o.ton numw
CSL P09f Jocotfort
Soc:tkrl Tog
~o.ton num~r
~P09f Iocotfort
2
BY
BEA
BEA
Intersection of Sunnydale Drive and Alternate 19 in Pinelas County, Clearwater, Flon'da
SIGNA TURE
FOR:
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
THESE PLANS PREPARED BY:
~ (863) 665-8718
Automated Con~ Services
1531 CclnIrnWaI Part DrM, ~ No. e ~ f1cr1do JJ80t
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
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DRAINAGE NOTES:
1, CONTRACTOR IS TO PROVlDE EROSION CONTROL/SEDIMENTATION
BARRIER (SILT FENCE OR SILTATION CURTAIN) TO PRE'rfNT
SIL TA nON OF ADJACENT PROPERTY, STREETS. STORM SEYrfRS,
AND WA TERWA YS, IN ADDITION, COO TRAC TOR SHALL PLACE
STRAW. MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN
AREAS 'M-IERE CONSTRUCTION RELATED TRAmc IS TO ENTER
AND EXIT SITE. IF, IN THE (PINION OF' THE ENGINEER AND/OR
LOCAL AUTHORITIES, EXCESS/V! OUANTlTIES Of EARTH ARE
TRANSPORTED OfF -SITE EITHER BY NA ruRAL DRAINAGE OR BY
'rfHlCULAR TRAFFIC, THE CONTRACTOR IS TO REMO'rf AND
CLEAN SAID EARTH TO THE SA TlSFACTlON OF' THE ENGINEER/
AND/OR AUTHORITIES,
DRAINAGE INSPECTION
2, CONTRACTOR MUST NOTIFY ENGINEER OF RECORD .!c GO'rfRNING
AUTHORITIES, 48 HOURS IN ADVANCE TO OBTAIN A DRAINAGE
INSPEcnON, THE DRAINAGE SYSTEM MUST BE INSPECTED
PRIOR TO BACKFILLING
ELEVATION LEGEND
100.00
PROPOSED ELEVATION BY ACS
M.E.G.
MA TCH EXISTING GRADE
()
\()
X
EXISTING SPOT ELEVA nON
Storln Water Managelnent System
Operating and Maintenance Procedures
THE STORM WATER FACILITY MUST BE MAINTAINED PROPERL Y If IT IS TO PERFORM THE
SERVlCE FOR 'M1ICH IT WAS DESIGNED, THIS IS INTENDfD TO BE A GUIDE TO THE
PROPER WAYS TO MAINTAIN THIS FACILITY, THIS IS ONLY A GUIDE AND SHOULD BE
MODIFIED AS FIELD CONDITIONS REQUIRE.
" MONTHLY, VlSUALL Y INSPECT STORM WA TtR FLOW PA THS TO INSURE THA T NO
CLOGGING OR EROSION HAS OCCURRED.
2. ONCE EVfRY THREE MONTHS, V1SUALL Y INSPECT ALL STORM SfM:R SYSTEM
COMPONENTS TO INSURE THA T EXCESSI'rf SILTING HAS NOT OCCURRED, IF
EXCESSIV! SIL TA TlON HAS OCCURRED. HA'rf ALL AREAS PROPERL Y CLEANED.
,J, YrfEKL Y DURING SUMMER MONTHS AND 8/- YrfEKL Y DURING THE REMAINDER OF THE
YE:AR, MOW ANY GRASS WITHIN THE COLLECTION AREAS, GRASS CLIPPINGS SHALL
BE COLLECTED AND REMOvrD FROM THE SITE fOR PROPER DISPOSAL.
SOUTHEAST caH:R OF 7}€ SOUTHE.4Sr
1/4 OF THE NMTHttrn' 1/4 OF SCCTX>>I J
CAST Nf) MEST CfNrrRUHE:
OF SCCTK>>I J
I
I N.8901~'38"W. 663.20'
DRAIN GUIDE
(SEE DRAINAGE PLAN
FOR SllE)
YARD PAVING
CORRUGA TED METAL.
SLOTTED, DRAIN PIPE
(SEE DRAINAGE PLAN
FOR SllE &: IN'rfRTS)
..3000 PSI CONCRETf:
T.O,8. EL== 12,50
12'-6"
-I
Comfort Suites - Clearwater Bay
Choice Hotels International
TOTAL COMBINED l
POND VOLUME:
6215,04 e,F, A
"\',"'\,
" ''/
\,/
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.,"',
" ,
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Y. /
\\.,,:'...., 1''\\''''..'' \\/ .. ''-'"
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"/'. "/' \....', '/......" ..', ", /' '- " . " .. /' '. "/", \, \". '.. ~I", .. .',,0'.'"
. '. ,,\. '\ j'''' "'/ I'\.. \,/ ", \'. ~",/ '," /\." ...'., '.,/ ". '/ ,,', '/ .., ..,
tffij
BOT, EL == 5.60'
I ~~~'I SEE CHART SHWT,
TYPICAL POND SECTION
STAGE/AREA/STORAGE TABLE POND 1
ELEV, AREA VOLUME
STAGE (FT) (SF) (CF)
o
5,60
o
493,85
7,90 493,85 1135,86
2
10,20
493.85 1135,86
3
12,50
493,85 1135.86
3407,58
TOTAL CAPACITY
STAGE/AREA/STORAGE TABLE POND 2
ELEV, AREA VOLUME
STAGE (FT) (SF) (CF)
o
5,60
0,0
334,82
7,90
334,82
770,09
2
10,20
770,09
334,82
.3
12,50
770.09
2310.27
334,82
TOTAL CAPACITY
Grading and
Drainage Plan
DRA~ BY: SHEET NO,
8. AUBIN
DATE:
01/26/00
CHECKED BY:
C04
APPROVED BY:
+
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FLORIDENA SVBDIVISION
PLAT BOOK 9, PAGE 34
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7 h G,C, TO FIELD LOCATE 6' HiGH M~ FENCE SO(lTHEOC Y BOUNDARY OF I 0 I ,~ 6' HIGH WOOD FENCE
I I r/ 5 I R #1.8208 [X/STING SANITARY O,5.:.J~ ~.... /~- " FLORiD~f..IA $UBDi~ISf(W 1 (.....2.5. N,
, WASTE LINE DURING / "...... ',- \ /' \ C'~ j 5' HiGH C,AIN
'6'~ ......,""" I;b!! _ " DEMOLITION PHASE OF /1' ~' ~ , ;/ /' I / \ ~ ~ LI~I~ FINCEf
~ ''\ ,f r~NEW 1-1/2' I \ CONSTRUCTION -:: ......;' ,. \::>~ /....~-2:> N I ('ip" '-,
\. \ WATERSF" \ 0 . S.89oi2'3~"Et 0 \ -1---.... GUy ANCHORS",- ,pe \ "'~ /' I, ......... \
U r ~ ~Ji..-.2 SUPPlY- -4-:...::J ' -.... 1 h - - -1_1 - -Ci / \. j A ",.. " y. 313;uo'
.:;::--' \~" .;.-. _ _ _ _ _ _ _ _ _ _ _ _ _ ___._ _~;. _ _ ~_ _~ _ ~_ _ ~ _ _ ~ - - -;--:-7 - -=- - - --"-::- - - -7:;- -=- - _7 - ~ - _7 - -=- - --=-t
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S'T ANDARD W A TEWSEWER SEPARA TION STATEMENT
PROPOSED WA TER
-------
EXISTING WATER - - - -
SANITARY WASTE - - - - ...
ELECTRIC - . -
SANITARY SEVVERS, FORCE MAINS & STORM SEVVERS SHOULD CROSS UNDER WATER MAINS 'M1ENEVER POSSIBLE, SANITARY SE'M:RS
FORCE MAINS & STORM SEVVERS CROSSING WATER MAINS SHALL BE LAID TO PROVlDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETVVEEN THE INVERT OF THE UPPER PIPE & THE CRO'M'l OF THE LOWER PIPE 'M1ENEVER POSSIBLE,
WHERE SANITARY SEWERS, FORCE MAINS & STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL
DIST ANCE, THE WATER MAIN SH ALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP
IS NOT REQUIRED FOR STORM SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10
FEET OF ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RE-
STRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS.
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER MAIN PIPE JOINTS AND THE WATER MAIN PIPE JOINTS EQUIDISTANT
FROM THE POINT OF CROSSING. (PIPES CENTERED ON THE CROSSING),
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE THE NEW PIPE SHALL
BE CONSTRUCTED OF DIP (EXCEPT STORM SEVVERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS
CLEANOUT PLUG
NOTE:
CLEANOUT PLUG TO BE
U,S, FOUNDRY 7621
OR EQUAL.
CONCRETE PAD 4"
THICK X 1'-6" SQ.
13 1/2"
10 5/8"
g 7/8"
A MINIMUM OF 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED BETINEEN ANY TYPE OF SEINER AND WATER MAIN IN
PARALLEL INSTALLATION WHENEVER POSSiBLE
IN CASES WHERE IT is NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A
SEPARATE TRENCH OR IN AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER,
WHERE IT IS NOT POSSIBLE TO MAINTAIN A DISTANCE OF 18 INCHES IN PARALLEL INSTALLATION. THE WATER MAIN SHALL BE
CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A
MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN SHALL ALWAYS BE ABOVt: THE SEWER, JOINTS ON THE WATER MAIN
SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS),
ALL DIP SHALL BE CLASS 250 OR HIGHER. ADEQUATE PROTECTIVt: MEASURES AGAINST CORROSION SHALL BE USED.
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED, A MINIMUM
HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) TO THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BET'M:EN
RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE
OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION
LINES. A CROSSING PROVlSIONS OF F AC RULE 17-604 AND 10 STATES STANDARDS APPLY,
6" OR 8"- 1/8 BEND
PLUG
(SEE NOTE)
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SEIAtfR MAIN
CLEANOUT DETAIL
N. T.S,
CLEANOUT DETAIL PER CITY STANDARDS INDEX NO, 304 1 OF 1
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(fiR., NO #,
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REROUTED TO NEW
TRANSFORMER
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~ I 10')(15' EASEMENT
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P~ WATER MAIN
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1 PROPOSED 6" TAP &
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FURNISHED & INSTALLED
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& PAID BY DEVnOPER,
PROPOSED 2" TAP de
2" GA TE VAL Yf
FURNISHED & INSTALLED
BY CITY OF CLEARWATER
& PAID BY DE YfLOPER,
B"
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Water Main Connectlon Detail
SCALE: N, T. S.
NOTES:
1, 6" DCVA SUPPLIED BY THE CITY, PAID FOR BY THE
DEYfLOPER AND CONSTRUCTED BY THE CONTRACTOR.
2, DOMESTIC METERS AND DCVA'S AND LEAK/CHECKS PAID
PAID FOR BY THE DnnOPER AND INSTALLED BY THE
CITY OF CLEARWATER
CLEANOUT PLUG DETAIL
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CAST Nf) MEST CEHTCRLJHf
OF SCCTK>>I J
ComforHnn-CDJ, dw9 - Oct. 12, 2000 J: 24 p,m, Ben Mod R.15,O
NO,
REVISIONS
REVISED C.O. DETAIL, REVISED WATER / SEI'tfR SEP. STATEMENT,
OAT[
08/09/00
BY
BEA
All SHASTI. M,S, P,E.
FLORIDA REG, NO, 42745
CIV1L / STRUCTURAL ENGINEER
Comfort Suites - Clearwater Bay
Choice Hotels International
Site Utility
Plan
"'.-..0 t.lan T P9
~Oftcn numw
CSLP09f Iocotlon
See/WI TQg
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SIGNA TURE
Intersection of Sunnydale Drive and Alternate 19 in Pinelas County, Clearwater, Florida
THESE PLANS PREPARED BY:
~ (863) 665-8718
Automated Con~ Senices
,g ~ PM * Me Nt. . ~ f1GI1dI J3lIOt
PROJECT:
FOR:
AIr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
DRAWN BY: SHEET NO.
B, AUBIN
DATE:
01/26/00
CHECKED BY:
APPRO'vtD BY:
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Sidewalk Details
1) THE SIDEWALK [LEVA TlON OF THE RIGHT OF WA Y LINE SHALL MA TCH THE EXISTING CfNTER LINE
[LEVA TlON OF THE ADJACENT STREET.
2) CONCRETE SHALL BE 3000 PSI MINIMUM
3) ALL 6" CONCRETE SHALL BE REINFORCED WITH 6x6 6/6 WIW
Comfort-lnn-CD3.dwg - Oct, 12. 2000 J: 24 p.m, B6fl Acod R,15.0
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FLORIDENA SUBDIVISION
PLAT BOOK 9, PAGE 34
SEE DETAIL
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=~W=i 'j,--l.lt=;W=i I' :..ill 1 i E '1W=i MIN,) REFER TO SOILS
l=! 11=11 !it:t! II=! 11=11 itHll ~=I ! ~II =11 !=II ill TEST FOR RECOWJENDA TION
....."1...'...."'.......".........1'1......""11....."'" :.........111...."'..'111........:. .........1,1'..;.'.11,........'. ON DEPTH.
SLOPE TO FIT
ROADWA Y
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DATE BY
07/24/00 BEA
All SHASTI, M.S. P.E.
FLORIDA REG. NO. 42745
CIVIL / STRUCTURAL ENGINEER
RE'v1SED SITE LA YOUT
SIGNA TURE
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED.
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PROJECT:
fOR:
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
SCUTt/CAST CORHCR or M SOUTHEAST
1/4 or THC NORTH'KST 1/4 or SECTION J
--
I
I N,S9012'3S"W. 663.20'
Comfort Suites - Clearwater Bay
Choice Hotels International
Intersection ofSunnydale Drive and Alternate 19 in Pinelas County, Clearwater, Florida
THESE PLANS PREPARED 8Y;
CAST AND MEST COITCRUNE:
or SECTION J
Site Layout Plan
DRAWN 8Y:
8, AUBIN
(8~3) 665-8718
DATE:
01 26/00
CHECKED 8Y:
Automated ConsuJ.fu!g Services
1538 CaIlmerdal PIn ~ Mt No. 8 lAWcIId, Flortda JJeOI
APPROVED BY:
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~1~7~~~q:gFlf! ~ -c f~~oi'}f~E I - - Il!l!,,- TYPE 'C'
INST ALLA TION OF . ------< I PILASTER ... INLET
NEW CURBING ~ ~I ~I
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-
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NEW TYPE "F" CURB .~
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ALL DIS71JR ED AREAS -Q fR ~,
IN FDOT R,(;. W, TO BE - I "'"'S
SODDED ( .~I
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MONUMENT I ill ~I
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BE OF CLASS I CONG,
IN ACCORDANCE WITH =f--.....-.j
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I l~OAD & BRIDGE DESIGN
II LATEST EDI/TlON (TYP)
II -I I
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I ~ ~ CURB GUTTER L .30" HIGH
I ; ~ 0 1: 12 S PE INTENSITY
;1 " H.C, R MP "STOP" SIGN
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II
II
II
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WATER
MeiER EB
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General Notes:
" UNLESS OTHER~SE NOTED ON THE PLANS, ALL CONSTRUCTION MfTHODS, 'IrORKMANSHfP,
MATCRIALS AND TESTING SHALL CONFORM TO THE "FLORIDA DEPARTMENT OF TRANSPORTATION
(FDOT)'S "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", ITS CURRENT
SUPPLEMENTS AND STANDARD INDEX DRA~NGS, AND ANY COUNTY, CITY, OR ANY OTHER
AGENCy'S RULES AND REGULATIONS.
2. SURVfY LAYOUT AND TESTING SHALL BE BY THE CONTRACTOR,
J. ALL 'IrORK WITHIN TI-/E RIGHT-Or-WAY SHALL BE COORDINATED ~TH THE CITY, COUNTY,
AND/OR roOT. ALL DISTURBED AREAS 'MTHIN THE RIGHT-OF-WAY SHALL BE RESTORED TO
THE ORIGINAL CONDITION OR BETTER IN ACCORDANCE WITH CITY, COUNTY, AND/OR FDOT
STANDARDS.
4. LOCATIONS, EL[VA TIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
rEA TURES ARE SHOWN ACCORDING TO THE BEST INFORM A TION A VAILABLE AT THE TIME or
PREPARA TION OF THESE PLANS, THE CONTRACTOR SHALL VfRIFY THE LOCATIONS, [LEVA TlONS,
AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER rEA TURES AFrECTING THIS
OORK PRIOR TO CONSTRUCTION.
5, THE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL
PRO\1DE AT LEAST 48 HOUR NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO
OBTAiN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
PROTECT AND MAINTAIN OPERATION OF EXISTING UTILITIES DURING CONSTRUCTION
6. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLiCTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLiCTS BEFORE
PERFORMING ANY '.'.ORK IN THE AFrECTED AREA
7. THE ENGINEER SHALL BE NOTIFIED AS TO 'M-iERE EXISTING UTILITY SER\1CES INTERrERE WITH
THE PROPOSED CONSTRUCTION.
a. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
ABOVf OR BELOW GROUND, THAT MA Y OCCUR AS A RESUL T OF THE 'IrORK PERFORMED BY
THE CONTRACTOR,
9, ALL UNDERGROUND UTILITiES MUST BE IN PLACE AND TESTCD OR INSPECTfD PRIOR TO BASE
AND SURF ACE CONSTRUCTION,
10, UTILITIES INST ALLA TiON SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO THE FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION (FDEP), DEPARTMENT OF HEAL TH AND REHABILlTATlVf
SERVICES (HRS), THE OCCUPATIONAL SAFETY AND HEAL TH ADMINISTRATION (OSHA)
STANDARD, AND THE CITY,
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME F AM/LIAR ~TH THE PERMIT AND
INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS COI.,fRNMENTAL AGENCIES AND THE
ENGINEER. THE CONTRACTOR SHALL OBTAiN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. ALL
OORK PERFORMED SHALL COMPLY WITH THE REGULA TIONS AND ORDINANCES OF THE VARIOUS
GO I.,fRNMENT AL AGENCIES HA VlNG JJRISDICTlON OI.,fR THE I/,()RK.
ComforHnn-COJ,dw9 - Oct. 12,2000 J:24 p,m, Ben Mod R.1S,O
EJ.W1tJo1'l T~
C5DftoR number
'C5L P09f i<>cotlon
Sec:tb'l TQg
~Dfton numbtr
C-~ P09f i<>cotJon
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/ 6' HICH \YO~~ FENCE SC'/.)THfJy BOUNDARY OF
J;.5.:..J:~".<'\ /'~~-"'''' FLORfOpM SUBDiVISION
S,89012'J/'E(" 0 '~',.....-{--.............:Y ANCHORS", rP?
-4- r==\ - "'- J _ h _ _ ~
, \,.. 1.../ 5.0' UTILITY EASEMENT
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@ / I i _ 0 0 0/ 0
SEE POOL EXTEND CMU WALL
I I i PLANS BY i-I- IN FRONT OF RETENTION
I OTHERS .1 I) AREA (TYP)
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12, THE CONTRACTOR SHALL SUBMIT SHOP DRA~NGS ON ALL PRE -CAST AND MANUFACTURED
NAME, STARTING DA TE, PRO-fCTED CONSTRUCTION SCHEDULE, ALL REQUIRED SHOP DRA WINGS,
MAY RESUL T IN REMOVAL AND REPLACfMENT AT THE CONTRACTOR'S EXPENSE,
ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION
lJ, TO THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH THE CONTRACTOR'S
A T LEAST THREE (J) YrORKING DA YS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
AND OTHER INFORMATION AS REOUIRfD, ANY Yt()RK PERrGRMED PRIOR TO PROPER
NOTIFICATIONS MAY BE SUB...fCT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
14. THE SITE SHALL BE IN/TiALL Y GRADED SUCH THAT NO OFF -SITE AREA WILL BE AD VfRS[L Y
AFFECTED BY STORM WATER RUNOFr. RUNOFF' TO THE ADJACENT RIGHT-OF - WA Y SHALL BE
MINIMIZED, THE EXISTING DRAINAGE FACILITIES WITHIN THE RIGHT- Of - WA Y SHALL BE
PROTfCTED AT ALL TIMES BY THE USE OF STAKED HAY BALES, TEMPORARY GRADING,
REI.,fGETATION, fTC, ANY DISTURBED AREA WITHIN THE RiGHT-OF-WAY SHALL BE SODDED,
THE CONTRACTOR SHALL FINAL GRADE AND HAND RAKE ALL EXPOSED EARTHWJRK AREAS
IMMEDIA TfL Y PRIOR TO INSTALLA TION OF SOD, ALL AREA SHALL BE PROTECTED FROM EROSION
CAUSED BY STORM WATER RUNOfF' BY VfGfTATlON, STAKED HAY BALES, TEMPORARY
GRADING, ETC,
15. UPON COMPLETION OF CONSTRUCTION ACTI\1T1ES, THE STORM WATER MANAGEMENT SYSTEM
SHALL BE CLEANED OF ALL DEBRIS, SIL TS, LlMEROCK, ETC,
16, THE CONTRACTOR SHALL I.,fRlfY MINIMUM SEPARATION BET'MEN WATER. AND SANITARY
SE'MR SYSTEMS (lB" MINfWM VfRTICAL AND 10' MINIMUM HORIZONTAL SEPARATIONS).
UPON COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PROV1DE 'M?ITTEN 'vfRIFlCA TION
DOCUMENTING THE MINIMUM SEPARATION AS CONSTRUCTED.
17. TYPICAL CO'vfR OI.,fR UTILITIES SHALL BE .36".
18, DURING CONSTRUCTION AND/OR MAINTENANCE OF THIS PRO..fCT, ALL SAFETY REGULATIONS
ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTA TlVf SHALL BE RESPONSIBLE
FOR THE CONTROL AND SAFETY OF THE TRA I.,fLlNG PUBLIC AND THE SAFETY Of HIS
PERSONNEL.
19. THE CONTRACTOR SHALL COMPL 'I ~TH ALL FEDERAL/STATE OCCUPATIONAL SAFETY AND
HEAL TH ACT (OSHA) STANDARDS AND ANY OTHER RULES AND REGULATIONS APPLICABLE 70
CONSTRUCTION AND/OR MAINTENANCE ACTIVITIES IN THE STATE OF FLORIDA THE
CONTRACTOR SHALL ALSO COMPL Y ~TH CHAPTER 442, FLORIDA STATUTES (TOXIC
SUBSTANCES IN THE 'IrORKPLACE), AND ANY COUNTY, OR CITY, OR ANY OTHER AGENCy'S
RULES AND REGULA TIONS REGARDING SAFETY.
20. ALL TRENCHING AND EXCAVATION OPERATIONS MUST CONFORM TO THE REQUIREMENTS
ST A TfD IN THE NEW 'TRENCH SAFETY ACT" INCORPORA TCD INTO OSHA STANDARDS 29 CFR
1926 SUBPART P FINAL RULE AND THE STAT[ OF FLORIDA TRENCH SAFETY ACT, THE
CONTRACTOR SHALL RECOGNIZE THE OSHA SAFETY STANDARDS, AGREE TO ABIDE BY THEM,
AND IDENTIFY THE COST TO COMPL Y.
.~ ,,' LJ'(,H ("H ~ ." I ".Ii.' f'e,!..
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(UR., NO #,
N.89')2''s8'': , 1829.ro' ,//004' W.)
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FLORIDENA SUBDIVISION
PLAT BOOK 9, PAGE 34
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3.5' HiGH CHAiN LiNK FENCE
& 6' HIGH WOOl) FENCE
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- - J:lo~'_ _La. _ _lc.._ _ _.n.t.. _,j !'\. tl-- SEE TRASH
...,-J ~ ~~f"~~f'6~D -~ I '1 PUN TEO;
'r' ~... W.W.M '. " :. 'I /
;# 1- LOT40' ~
T..,. " ,;3J ASP HAL T '. , 1/
l' . ..., P A V I N G . '.
~ .. 24'
DRIVE AISLE /
lv- .3' HIGH CONe, WALL
0.7' 'WIDE wi GLASS
P MyEL TO ROOF
RETENTION
POND 11
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ONE: STORY
MASONRY
RESIDENCE
~
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BRICK PAVfRS -~fl"~''''l'':':~''l'''''::'~
(STYLE TO BE : :,1' ,J:.'. :,['
SELECTED Bylrl.f,J
OWNER) 1"J:i,.r::i'j'
T,l,..,..l,t"1
(2) 12')(19' HCP f-LrLrL~~:,:,r'l::'r"
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('- CONC, CURB
TILE -......,-..
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EAST PARCEL
LOT 41
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CC~% PLANTER,
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INTENSITY
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. 1/" 24" S1'OP 8AR
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NEW 5' CONC,/
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INLET ~ -'-
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4" CONC, PAD"41~12 SLOPE: ..:.{'. WA TR
W/6")(6' 6/6 . /..." H.C, RAMP. S . '" M~~<"R $
WWIJ " .' PERFDOT,'.. .",,,
, .. INDEX .304 . ..
15' , 24' 15' I
T / DRIV[
~~~
\3 i:2
(..) Q
386.11 '
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1
/ NEW TYPE "F"
f CURB & GUTTER
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,(60' PUBLIC RIGHT-OF-WAY)
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107'-7"
90'-6"
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21. FURTHER CONTRACTOR OPERATIONS SHALL COMPL Y 'MTH 29CFR 1910.252 AND NFPA 51B
FOR CUTTING AND 'MIDING PROCEDURES.
22. ALL PERSONS ON PUBLIC (CITY, COUNTY OR STATE) PROPERTY AND IN AREA 'M-iERE THE
NOISE LEI.,fL EXCEEDS B5DB, MUST 'r'l.AR HEARING PROTECTION THAT COMPL Y WITH ANSI
SJ,19-74 (EAR MUFFS AND/OR APPROI.,fD EAR PLUGS), THIS INCLUDES AREAS 'M-!ERE
NOISY EOUIPMENT IS IN USE (IE JACK HAMMERS, ELECTRIC OR AIR DRILLS, HEA VY
EQUIPMENT WITH OPEN CABS, PIPE CUTTING SAWS, f7C.) AND IN THE PLANT VrHERE
POSTED.
2J. ALL 'IrORK CONDUCTED IN AN ELEVA TED POSITION SHALL COMPL Y ~TH 29CFR 1910.269.
24. ALL DESIGN APPLlCA TlON, INST ALLA TION. MAINTENANCE AND RElJOVAL OF ALL TRAFFIC CONTROL
DEV1CES, WARNING DEV1CES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND
OORKMEN FROM HAZARDS Vr1THIN THE PRO...fCTS SHALL BE IN ACCORDANCE: WITH THE
MINIMUM STANDARDS AS SET FORTH IN Tiff CURRENT EDITION OF THE STATE OF FLORIDA
AND TRAFFIC DESIGN STANDARDS,
25, ALL TRAFFIC CONTROL MARKINGS AND DEV1CES SHALL CONFORM TO THE PROV1SION SET FORTH
IN THE' MANUAL ON UNIFORM TRAFFiC CONTROL DEV1CES ' PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
26, ALL CONTRACTOR OIkNED OR CONTROLLED VfHICLES AND/OR EOUIPMENT 'M-iICH WILL BE
OPERATED ON OR WITHIN TEN (10) FEET OF THE ROADWAY 'MLL BE EQUIPPED WITH A
MINIMUM OF ONE AMBER .360 DEGREE CLASS I WARNING DEVICE. THIS DEV1CE MUST
MEET MINIMUM STANDARDS raR UTILITY CONSTRUCTION PURPOSES SUCH AS A MINIMUM
Of 500,000 CANDLEPOM:R AND VISIBLE FROM .360 DEGREES Of MOUNTING, THE WARNING
DEV1CE(S) MUST BE IN OPERATION AT ALL TIMES THAT A 'vfHICLE,ltOUIPMENT IF ON THE
ROADWAY OR 'MTHIN THE TEN (10) FEET or RUNOFF AREA AND NOT IN A "NORMAL" TRAI.,fL
STATUS,
27. AREA DESIGNATED BY THE OWNER SHALL BE UTILIZED FOR EQUIPMENT STORAGE AND COI.,fR
MA TER/AL STAGING. MATERIALS AND SUPPLIES SHALL BE STORED ONL Y IN THOSE AREAS
APPROVfD BY THE OIkNER.
2B, IN REGARD TO THE INSPECTION OF THE PRO...fCT, SOUTH 'r'l.ST FLORIDA WATER
MANAGEMENT DISTRICT (SVlfI'tMD) AND THE CITY, COUNTY AND/OR STATE INSPECTORS
SHALL HA Vf THE SAME RIGHT OF REVIEW AND INSPECTION AS THE ENGINEER or RECORD.
ALTHOUGH IT IS APPROPRIATE FOR THE ENGINEER OF RECORD TO RESOL I.,f OUESTIONS,
DIFFICULTIES, AND DISPUTES RELAT/Vf TO INTERPRETATION Of CONTRACT DOCUMENTS OR
CONSTRUCTION; Sv.fYND AND THE CITY, COUNTY AND/OR STATE RESERVf THE RIGHT OF'
FINAL CONCURRENCE ON SUCH MA mRS,
29, THE CITY, COUNTY AND/OR STATE ENGINEERING INSPECTOR SHALL BE NOTIFIED, AND THE
ENGINEER'S APPROVAL SHALL BE OBTAINED, ON ALL PROPOSED FInD CHANGES, AL rERATIONS
OR ADDITIONS TO THE APPROVfD PLANS BY THE CONTRACTOR OR THE ENGINfER OF RECORD
PRIOR TO THE IMPLEMENT A TION OF SUCH CHANGES, ALTERA TIONS OR ADDITIONS,
JO, UPON COMPLETION OF CONSTRUCTION, THE OIkNER ~LL REQUIRE ONE SET or COIJPLETE
"AS-BUILT", CONTRACTOR TO SUPPL Y CERTIFIED' AS-BUlL T" TO THE ENGINEER OF RECORD.
Legal Description:
'M-IITE LETTERS W/
RED 8ACKGROUND
LOT .39, OF SUNNYDALE SUBDIV1SION, ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLAT
BOOK 31, PAGE 12, PUBLIC RECORDS or ?INELLAS COUNTY, FLORIDA; AND LOT 40 AND 41, LESS AND
EXCEPT THE ~ST 17.08 FEET THEREOF ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK J2, PAGE 12, PUBLIC RECORDS OF PINfLLAS COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION TAKEN
FOR STATE ROAD 595 PARCEL (103, SECTION 1 15020-2515 AS DESCRIBED IN THE ORDER OF TAKING
RECORDED IN O.R, BOOK 5270, PAGE 1219, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
,
<.0
.1
('\j
AND:
PARCEL 11, LOT J9, SUNNYVALE SUBD1V1SION. ACCORDING TO THE MAP OR PLA T THEREOF AS
RECORDED IN PLAT BOOK 31, PAGE 12 OF THE PUBLIC RECORDS OF' PINELLAS COUNTY, FLORIDA TOGETHER
'MTH PARCEL (2, ALL OF LOT 40 AND LOT 41, LESS AND EXCEPT THE 'r'l.ST 17.08 FEET THEREOF IN
SUNNYDAL[ SUBD1V1SION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLA T BOOK 31,
PAGE 12 OF' THE PUBLiC RECORDS OF PINfLLAS COUNTY, FLORIDA; ALSO AND UNDIVIDED ONE-HALF (1/2)
INTEREST IN AND TO THE LANDS LYING TO THE 'r'l.ST OF EDGEWATER DRllf AND BOUNDED ON THE NORTH BY A
PROJfCTION OF THE NORTHERLY LINE OF SAID SUNNYDALE SUBDIVTSION TO THE HIGHWATER MARK OF
CLEARWA rER HARBOR AND ON THE SOUTH BY A PRO.,fCTION OF THE SOUTHERL Y LINE OF SAID SUNNYDALE
SUBDIV1SION TO THE H,GHWATER MARK OF CLEARWATER HARBOR AND ON THE EAST BY THE CENTERLINE OF
SAID EDGE WATER DR/If AND ON THE 'MST ;3Y THE HIGHWATER MARK OF CLEARWATER HARBOR;
ALSO AN UNDIVIDED ONE-HALF (1/2) INTEREST iN AND TO THE SUBMERGED LANDS DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTH'lrfST OUARTER OF SECTION 3,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, AND RUN THENCE NORTH 89'12"J8' 'MST, ALONG THE EAST AND
'MST CENTERLINE 663.2 FEET; THENCE NORTH 0'12'04' 'r'l.ST 662,5 FEET TO THE SOOTHERL Y BOUNDARY OF
FLOR/DENA SUBD/V1SION AS RECORDED IN PLAT BOOK 9, PAGE J4 OF THE PUBLIC RECORDS OF PINfLLAS
COUNTY, FLORIDA; THENCE NORTH 89'12'38" I'tfST, ALONG SAID SOUTHERL Y BOUNDARY 1829.1 FEET TO THE
HIGHWATER MARK IN CLEARWATER HARBOR FOR A POINT or BEGINNING; THENCf NORTH 89'12'J8' I'tfST,
8408 FEer; THENCf SOUTH 0'47'22' IltfST JJJ,8 FEET; THENCE SOOTH 89'2'38' EAST 721.58 FEET
ALONG THE M:STfRL Y EXTENSION Of THE NORTH LINE OF SUNSET POINT SUBDIVISION AS RECORDED IN PLAT
BOOK 4, PAGE 56 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; TO THE HIGHWA TER MARK IN
CLEARWATER HARBOR; THENCE NORTH 20'59'14" EAST ALONG SAID HIGHWATER MARK J55,67 FEET 70 THE
POINT OF BEGINNING.
,
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1 .3/4" X 1 3/4" X
1/B' X 10' LONG STL.
STANDARD (TYP,)
Stop Sign &
PER FDOT STANDARDS
Typical Sh~n Elevation
FLOOD ZONE NOTE:
THIS SITE LIES ~THIN F.E,M,^ FLOOD ZONE 'I.,f" (EL 14)
AND ZONE "Af" (EL 12) ACCORDING TO FIRM, COMMUNITY
PANEL No, 125139 0106 0, INDEX DATED MAY 6, 1996,
LEGAL DESCRIPTiON PREPARED BY: LLOvrRAS, 8AUR, AND STEVfNS ENGINEERS, SUR Vf YORS, AND
PLANNERS, CLEARWA TER, FLORIDA - (81.3) 7B4-.3965
TRAFFIC SIGNS ARE TO BE LOCATED AS SPECIFIED
IN THE SITE PLAN, TYPICAL SIGNS ARE SHOWN BELOW.
LETTERS AND SYM80LS WILL BE 'M-IITE DIE - CUT
VINYL (DECAL- TYPE); LETTERS WILL BE UPPER CASE,
HEL V[TICA IN STYLE.
NO,
RE'v1SlONS
REVISED SITE LAYOUT, REVISED STOP SIGN AND HANDICAP SIGN DETAILS,
ADDED SIDEWALKS, ADDED NEW CUR8 AND GUTTER AT STREETS, REVISED
DRlvrWAY RADIUS, REMOVfD EDGEWATER DRIV[ ACCESS, ADDfD MONUMENT
SIGN
REVISED AREA AROUND RETENTION PONDS TO SHOW v,oOD FENCE
ADDED ADDITIONAL NOTES PER roOT
All SHASTI. M,S, P.E,
FLORIDA REG, NO, 42745
CIVIL / STRUCTURAL ENGINEER
PROJECT:
DATE
07/24/00
BY
BEA
2
J
10/02/00 BEA
10/05/00 BEA
SIGNA TURE
F'OR:
Mr. Raman 8hu/a
1941 Edgewater Drive
Clearwater, Florida 34615
DATE:
PLANS NOT VALID UNLESS
RAISED SEAL AFFIXED,
SITE NOTE:
PER CITY REQUIREMENTS THERE SHALL
BE NO OUTDOOR STORAGE PERMITTED
ON SITE.
..
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LOT 38
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113
n
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12"
FTP-25
PER FOOT INDEX 17.355
BLUE
BACKGROUND
.
~
WI-IITE
BACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
.
WI-IITE <.0
BACKGROUND
$255 FINE
F,S, 318,14
J"
6" .3"
FTP-55
PER FOOT INDEX 17.355
I
..
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..
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BORDER &
SYMBOL
1" SERIES "C'
LETTERS
SLACK
BORDER &
LETTERS
1" SERIES "C"
LETTERS
BLACK
BORDER &
LETTERS
Site Data
PROPOSED SlTt CONDITIONS (LAND USE - TOURIST, HOTtL!MOTtL)
~ AAU.
CONCRETE PAVING:
ASPHALT PAVING:
SIDEWALK:
POOL DECK:
BUILDING:
TRASH ENCLOSURE:
TOTAL IMPERVIOUS:
>-
<
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o
<
o
0::
(1)
>1
<
(11
<
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'-'
::J
",...,..,.8.,1,."..",.,.
S.R, 60d
>
<
w
w
~
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,~
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0.66 % OF SITE
40.56 % OF' SITE
5.3J % OF SITE
.3.68 % OF SITE
9.32 % OF SiTE
0,36 % OF SITE:
59.9J % OF SITE
38.19 % OF SITE
0.00 % OF SITE
1. B8 .% OF SiTE
40.07 % OF SITE
.........
(I')
~
~
.
o
.1
r--
IM1I TE
SYMBOL
&
+
/
f1JTlJRE R.o.W.: 2,J05.24 SF 0.05 ACRES M
TOTAL ~1E AAlk ...,~a2 SF 1,01 ACRES M
PR<POSED 1ftR'.fOUS~ RA l1Q 50:40
123 J ~ ~T[
100.00 J ~ SIT[
Site Plan
DRA~ BY:
SHEET NO.
I
I N,8901~'38"W,
0::
o
(1)
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r
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U
SITE
.,jLOCATION
Hand~ Parking Space and Sign Detail &
NOT TO SCALE
THESE PLANS PREPARED BY:
(863) 665-8718
Comfort Suites - Clearwater Bay
Choice Hotels International
Intersection of Sunnydale Dn've and Alternate 19 in Pinelas County, Clearwater, Flon'da
Automated Con~~ Services
1531 CorMntrdII Part Me, s.n. lit. . ~ F'IDItlIlI 33lIOt
Vicinity Map
Not To ScfH
Parking Data
Parkin2 Required
1 SPACE PER UNIT
40 UNIT HOTEL STRUCTURE
40 UNITS )( 1 SPACE PER UNIT = 40 PKG SPACES
HANDICAP: 1 SPACE PER 25 SPACES = 2 SPACES REO'D
Parkin2 Provided
45 REG, 9' X 19' PARKING SPACES (9')(19' MIN.)
2 H.C. 12' X 19' PARKING SPACES
47 TOTAL PARKING SPACES> 40 REQUIRED
29.3.16 SF
17,886.45 SF
2,.351,52 SF
1,624.29 SF
4,109,7B SF
160.00 SF
26,425.20 SF
0,01 ACRES
0.41 ACRES
0.05 ACRES
0.04 ACRES
0.09 ACRES
0.00 ACRES
0.61 ACRES
OR
OR
OR
OR
OR
OR
OR
PUMOUS AAU.
GREEN AREA:
TURF 8LOCK:
POND SURF ACE AREA:
TOTAL PERVIOUS:
16,841. 95 SF
0,00 SF
82B,67 SF
17,670,62 SF
0..39 ACRES
0.00 ACRES
0.02 ACRES
0.41 ACRES
OR
OR
OR
OR
SOlf1H[.4ST caH:R ~ H SOOH.4ST
1/4 rl1H[ NORTH'rt6T 1/4 ~ SEC1lCW 3
663.20'
CAST IH) Mf.'$T C[HT[RIJHE:
~ SEC1lCW 3
SEE HCP SIGN
ELE VA TlON
~II~
as i
W111TE
SYMBOL
&
I
I.
.1. 5'-0" j
12'-0"
8, AUBIN
DATE:
01/26/00
CHECKED BY:
C02
APPROVED BY:
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- - - - -/ - - -\." : - - - -: ~"'-:,,-. - - - - - - - - - - -
B B CJ' oX 12 (Y' II + ,:-1:1 _'_.UH"iU{ 01' 4' illGJI
-,. GONG, SLAB, CHAiN liNK FENCE
w/ BRICK RBi) ')l'" f' 2' t'
. 1 (",) ....., ,j, [...
"'D~'CD ....' I.' ,Hi"'..
~. /---'(...Uf'.IiC,J'I; Ur . lifl,1h
/'" Cl-j4fN UNI( fENCE
/ 03 E.
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+j,14
~
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Comfort Suites - Clearwater Bay
Choice Hotels Interflational
....
~ FLORlDENA SUBDIVISION
, ~, PLAT BOOK 9, PAGE 34
~":l v ' _--
~ #- \ ..... ...........
\:J \ + 6 ,)5
+ G (:c1 / I o~~ ~ '
,oJ I
I \ ! G,C, SHALL TAKE PRECAUTlqN (<' TO REMAIN \ 3.5' HiGH CHAIN UNK FENCE
~ G + 6.65 ,f>~ + ~"~1r;H l'y(\'l\( WKE ~,<)i..m-l[OCY BOUNDARY OF NOT TO DAMAGE/OR DISTUPfc I '.'l. 6' HIGH WOOD I'ENCE
1'0' O,5.:J~ ....... /-_...,.. FLORiOF;f.lA SUBOi\'f$ION THE EXISTING POWfR POLE, POWER .L (
<'q,/ ..... .....~'\ \ ,/ I + 645 LiNES, OR GUY/WIRES WHEN\REMOVING i;:z 3...5' HiGH,CliAiN /2.5' N,
o i '~'0 + 6.55 r I 6,80 ~,' + 6,65/,// THIS TREE. / \ 1-~5t. U~I~ FE.NcE!
I ...... , -......, b~ ,.....'.- 2..) N, I pe ~" "'\
L '\ ., \......!...... .... ". ')' ^ ~ 1('0..1(" D<" ",~ / ..
'=,,'YJ /I QQ,)0 -I"tOO' J~ t -,- -"':t" 6.43 V,I M.." .ii',) '$.~:'1. '..:5 '1')'71 , / "'"
II ..f CONC, w'M I ';I.. / ''''~65 ..." y...
EXISTING C)~~. -J~'" .!s~;rj' \"''loo.;A. ~p-: 7 -- \ "Y - - - _ _ _ _ _ _ _ ' . ..; ~ ...
WALK TO 81 ~ ~ I II / ~3IS;i~~I~. MAPLE / [XISTING 12" [XISTING 32" - - - - - - -;- - - - - - - - I -l~ I, -... - -- -1'::..... '---' ~
REMOVfD II 1 1- -< I CONC, PLANTER OAK TO REMAIN PAPER TREE E1fTJRE DaSTrHO SIlT TO I """'.' I O~~s~~t: BUILDING 3
1/ ~' ITo:?'. A.... I ~tb~TO;;R~gE, / ONE STORY MASONRY BUILDING TO BE REMOVfD BE ~~__/ BUILDING 1 I I I I I BUILDING+ 7 8,EXISTING 2 ROOM "
." :::s + '" .J 1 TO BE REM, TO BE REM, PRePARED fOR PRfRJSCL7 EXISTING I I I I "1 TO BE REM, '~HOTEL STRUCTURE h
570 /I '.' / . ~),91 ~\C ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~..Ql COHSTRfJCT/atI AS SHOVIN 9 ROOM I I I w/ STORAGE
11 '1~/ ~i ~ If'i. 6" . I ~ 5l1tFTS C02-~ HOTEL STRUCTURE I I I, ; L ~ ~ - - - 1 I I
j~. .506 ... ~1 "l · [. :,;l.8- -,- ~ - - --L_7~- - - - - -~Ol- - - - ~ CO'<fR[-;CONC~W;'K- - - - - - - -- - - J j 797 : L ~ -- - ~L ~ _-:- ~ __ _ _ _JI
;:~', ,EX/STlN INLET I I / J-:; - - -...:;I .ifl. - IQ. ~ ~,.., A."'-. f -"J:. .., "'.., "'1 I 7 -' - """- - -- -' _....;.. '"'"" - J
~~--> TO BE rEMOVfD ~ ~... . ~ ~'='" - - -- '""'-'- - - -,..,..,..- -t ,;, I +),) + 7.64
,~s : I ( " I ,
'.j") I l S L I t BUILDING 2
+ 6,66 + 6,/3 Ri3j /
EAS+YPARCEL+ 6,94 + ~3ASPH+AL7T.07 + 7,i1
"""-'-"~-. -1- --....JQ'____ ~ _ _ Jei B~EM' / LOT 41 1'-- I I 0 BY MADRID ENGINEERING)
,--- '.' ~ PAVfMENT~ + /14 I I : 1+ },10 + 7,26
~ L TPg '-i6 "( - - - -, EXISTING 6" DISEASED EXISTING 12" DISEA~D TO BE REM, ~ ' 'I ~ C
I [, I.~ I 0 I / ~D SHEp j: PALM TO BE REMOVfD PALMS TO BE REM VfD I I ~ ~ ',+ 7.28
s +~'51 II I ~ /.21xO 0 +7,:;:2
q ~ "" OFFICE
ONE STORY
MASONRY BUILDING 0 t) ;z
". 80 I 0 · ~ - L TP ."- ~ 7 ".. ~ I FRUIT TREE
II EX/STING T BE REM, . -+----CONC,-- ... _ _ __ _ _ _ _ _ + /,I'::fAi + '. 92 "\,. + ~ I ~ ,0'1 ~ 1 TO BE REMOVfD
/I ~/ir ~;;;:pE "-[ND or ~ HIGH- - - t'U 70 8[ RW-rn'5 ". .~ -'j / \:.08 \~ + 7,04 I I :::0 I
11 ~ ~ -.A. .' :f CONC, WA4.L7 ')4+ 7'5~ J?,~ ~ I . "\,..R. . "'\.... SHUFFLE I ~ I I I
11 .. '-'+ '14:r f?= 5,0' [, I I ~ Vl I ,....J BOARD I ~ I I I + 7,50
II ~" '." _ -J.. TO BE. REM, . . .F. .L.T.' .... L...:..4 (..$ '.. .... '. $.. f?=... COURTS.. R... EXfSTI~~ 12" DISEASEDN I I I
~ -f ---t- - -:- - - - -2:-* L - - ~,~ ...J TO BE REM, "\,. I PALM'lio BE REMOVfD II ~ I I
11 \Q 1'/1 _ _ _ _ _ -2 ,.., I (() U I . , I ' 1~1 6 8:; I
f,'s, 37 ~!: t. ~""'-:TlNG~'~S;;D~"".~"..1 '7.59 L'.zs____'-________...J / f': · f03 · 7.!8 j 7.5~ :
'I I' + kl"', PAWS TO BE REMOVfD ~~ ~ + 7,39 + 7,46 + 74'1 + '7 2\' ~ 735 I I I ~1 61
I'll J r .J," POOL / 1/ I r ~,.. CONC, STEPS I' ... II +- -;r..z}r - - - - - l
ATT..: ... ~ TO 8E REM. II \ ~ TO 8ERm r "1 . 7.71 I . . . [XIS liNG 12"
" /I, '.' ~'... ..' . /..'1 '. 'I' I.:,\~, CONC, WALL, 0,7' WIDE / 11 14,0' x 9,9'--l I I VfGETABLE TREE
'I (j 1/ I. ~ ~ _ _ _ / # .. I L .{bll fLUSH wi GROUND II CONC, SLAB 1'....1 , TO BE REMOVfD + '856
I ~6 'f ~ - - - ==j:::. .' I ~lO BE RtM. J /
II 8~ 1/., I 4' HIGH CHAIN EXISTING, 1$} x 8,0' 4 1 J..-l:-:1rl ...J 7':/) I EXISTING SOD TO
, PL Ik-;) LINK FENCE. 0,2' 8" PALM ctJNC, PUMP HOUSE + 754 ':...7S49H01+r",.-'.:is' ,'W+ /.' ,~';4...1 I + 8,18 + 7,78 BE REM()}ft)7FOR + ,'~.41
" 11. " T BE REM, I .'70 'SE,REM, 1"'1.&, J + 7.47 + ~1J.31 + 7,31 386~;1 ' NEW ACCESS DRM -
I, ~'6:'5 + 7,51 ',_ + 1,30 / + 7.39 // I ~Sk-."8" , ~ "",,~,
il \\ EXISTING 6" DISEASED * 6 80 ~7>W;;~"''/./.>>-%~~'Y:/:f/.~ -J
':,.'.)4 ~\\6,27 WATER + 7.09 + 7.4<"> + ~, ,'F" PALMS TO BE REMOVfD .# " I ~,~~~~;$.~~<<,,~~,~~,~,:~,:.'~j; Cl.
~ " \\ Mf iU~ EEl ;; '+, ! 47 ",~~~l'~~~/~W;;'
II ~ + 7 42 + 1 ")0 + 7 -fJ..? + '1 1) I ~;.&'~~~'~ '@Z~ 8 "SW rm EEl
II ......~\:rn-S~~,8= = = = = = ,:... = = = = =.-= :;:::z..:;2>= = = = = = = = !::t~,t= = = = =+.::fr ~ = -d. = -+-<5,~ - - - -1- ,....,0- _ _ _ _ _ _ _ _ _,~ _ ~ ~ J. _ _ _ ~ ~a- _ -A:': ,1~M~~f~~~~~~~ .,.( 'II. 'TER
,. -->..i!..;____I.I.J'~_________""""'-------~~"'__==.,::::_~' .......~~~, - ,+ 814
;11 ~~I~~~~;~fl~~~~D / . H4 - ~4-:- - - - -~,.' .
I / EX/STING CURB TO
i:' ,. " 7 + Pi",' + (',70 + 6,8? + 6,89 ,~O' ;g~~~::c~~~~W A Y) + 7,25 + 762 + 7.81 / BE REMOYfD + 8,09 + 8.29
&/ /
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(, 06
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...._- J, ,) ,HI ~ CH "r~ 1..1 ",1'\ [,rib.,
/' & 6 HiGH \'11000 FENCE:
I 3.8' N, '
I /
\ + f8';;~ tJ)'
, / .c...,/t.
/ CO~"!C~,,OF~' L
__'m.. HIGH !'(uOO , [NeE
I ....- I 0' "
I ./ ,,",
~
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\
+ 6,47
N,89f12IJ8'~:
313':uO
/
/
+ r .65
LOT 39
~i 90
I
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+
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+ 7 4(\ ~I
~""""I
'L""T"': ~., ,( ....
1 EXISTING FRUIT ~l
' 4' TREE TO BE
5 HIGH CHAIN ~ REMOYf.~ ~O
LINK FENCE
TO BE REMOvrD I g 8 6<"
+ 7,99 + 8 '~",'I
..~
1/
._.~ 3~ WiDE
CONe. WALK
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ONE STORY
MASOf./RY
RESIDEf./CE
'fl' ...
lILt -........
"
+ 7:,9
+ ,3,8
G',1,3
+ 843/
.-- J' HiGH U'~." 71~' "LL
i'l 7' ',"[',J:" '.f ,,,,) c-'~
v. . Hl 'Co W (..,!..-,)
PANEL TOOOF
.. 7.'75
/
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~ .~
+ .60~3~
+ 9, :;'1
+ 9,08
,'- CONe CUPB
, +--?~J
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1"- r 1,'1
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+ &~6
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+ ~-:Ji9
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+ S!GO
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+
+ 8.49
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+-r7
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".-.. ().1NC
+ 6, C~2 ~'
~~
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-t;(.Ci
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+ /,11;;
t 7,27
cue8
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+ /,49
+ 7.57
+ 7)~'~,
+ 7.80
+ a,S7
+ 7,74
+ 8.10
+ 7.72
+ 8,96
+ 914
+ 9.49
+ 7,69
+ 9,37
+ 9,91
/
ComforHnn-CDJ.dv;(; - Oct. 12, 2000 J: 24 p,m, Ben Acod R,15,O
NO,
1
REVISIONS
ADDED ADDITIONAL GRADES, ADDED TREE LOCA TIONS
DATE
OB/l0/00
All SHASTI. M,S, P,E,
FLORIDA REG. NO, 42745
CIV1L / STRUCTURAL ENGINEER
PROJECT:
D,YOtJon Tog
C2s;,-Otton number
'CSZ-PO<Jf locct/on
Soc:t1on T Q9
~Otton numbfr
c-~PO<Jf locct/on
BY
BEA
EROSION PREVENTION AND SEDIMENTATION CONTROL
SJR. ilLB2C8
(F IF', NO I,
... I' e~4' IA,<)
/. '.J.' "'j
,/
/
I
..---, p' H'GH "J^C'd~ (Pin:"
/ ':J ,I r;v i...- _1,.,10.0
/ CI,8' N,
1, ALL WRK SHALL CONFORM TO THE FLORIDA DEPARTMENT OF
TRANSPORT A TION SPEC/FiCA TIONS AND POLK COUNTY
REGULA TfONS.
2, THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF
EXISTING DRAINAGE STRUCTURES AND UTILITY SERVICES DURING
CONSTRUCTION,
3, ALL DISTURBED AREAS NOT INCLUDED IN THE LANDSCAPE PLANS SHALL
BE SEED AND MULCHED OR SODDED DEPENDING ON THE STORM WATER
EROSION PROBABILITY, IF IN QUESTION THE AREA SHALL BE REVlEWfD
BY THE ENGINEER OF RECORD,
4, THE SITE SHALL BE INITIALL Y GRADED SUCH THAT NO OFF -SHE AREA
WILL BE AD YfRSEL Y AFFECTED BY THE STORM WATER RUNOFF. RUNOFF
TO THE ADJACENT RIGHTS- OF - WA Y SHALL BE MINIMIZED. THE
EXISTING DRAINAGE FACILITIES WITHIN THE RIGHT-OF-WAY SHALL BE
PROTECTED AT ALL TIMES BY THE USE OF STAKED HAY BALES ALONG
THE PROPERTY LINE. ANY DISTURBED AREA WITHIN THE RIGHT-OF-WAY
SHALL BE SODDED.
5, ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STORM
WA TER RUNOFF BY VfGET A TION, STAKED HAY BALES. TEMPORARY
GRADING, IN ACCORDANCE WITH FOOT STANDARDS AND SPECiFiCATIONS.
LOT 38
CONTRACTOR IS TO PROVIDE EROSION CONTROL SEDIMENTA TfON BARRIER
(HA YBALES OR SILT A nON CURTAIN) TO PRE YfNT SILT A TlON OF ADJACENT
PROPERTY, STREETS, STORM SEWfR5 AND WA TERWA YS, IN ADDITION. CONTRACTOR
SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND
IN AREAS W1-1ERE CONSTRUCTION RELATED TRAFFIC IS 10 ENTER AND EXIT
SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL BUILDING AUTHORITIES.
EXCESSIVf QUALITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY
NATURAL DRAINAGE OR BY VfHICULAR TRAFFIC, THE CONTRACTOR IS 10
REMOVf AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER
AND/OR OTHER AUTHORITIES,
SHEET FLOW
t t
BALES OF STRAW STAKED DOWN
SINGLE ROW OF BALES OF STRAW TO BE PLACED
PRIOR 10 THE START OF ROUGH GRADING.
PLAN VIEW
+ 9,57
+ 9,66
2"x2" STAKES
1-112' TO 2' IN
THE' GROUND
NO#
SECURELY BOUND BALES
REQUIRED FOR DURABILITY
+ 8.6(\
. r..H\:i:J;:\:ttttt1::n::j::rttJ:tLP'
, m" j "m.r:n::w.., .++,.. . , . .
\ . ' ."" ;,++.~.+i ,r'
IQjj+I~,\. \:t:t, r:a'~mT.tw'1"'.l....r+4rtm'
t'I'++ ,'Tt..ft1: ' ....J...' " +-\'" ...i~.++m. I '< ,{\
"+1'++1'+1 +4l+ +~ ' "q'\,>',,>';:-, '0 ""'-,:.,...'
tF...Jal::tt:f.J+ttTH-I" ....., .\"i'-t rt"'d::t..\HI--\::r\.it.\it:r\ .;r;, {;/;.//;. //., , ,y.... '
'\' . .,.+++.+.\-\"1 -I-rtLrm:;w.. .\ ' -r
'. .u...rn j,j,J,......,,-+-t..r, , ,..1-4.,,-
,.~1..l \' ,J.j...._\..l; . w......... 4 "
· 8,::n
BALE TIES
+ 8,:3G
+ 9,01
ANCHORING BALES
+ 86')
ANCHORING BALES DETAIL
NOT TO SCALE
.~ :.~';..:: h..,:s::=
+ 1037
+ 10.34
Site Data
EXISTING SITE CONDITIONS (LAND USE - TOURIST, HOTEL!MOTEL)
NPUf\iOUS APE.A
CONCRETE PAVING:
ASPHALT PAVING:
SIDEWALK:
BUILDING:
OFFICE:
BUILDING 1:
BUILDING 2:
BUILDING 3:
POOL DECK:
TRASH ENCLOSURE:
TOTAL IMPERVIOUS:
'723.27 SF
114H.8J SF
27~. 71 SF
8J45. 74 SF
664,54 SF
393164 SF
2458,78 SF
1288,78 SF
1901168 SF
0.00 SF
26211,01 SF
0.04 ACRES
0.28 ACRES
o.oe ACRES
0.19 ACRES
OR
OR
OR
OR
3.9' % OF SITE
28.otJ % OF SITE
6,21 % OF SITE
18.9J % OF SITE
OR
OR
OR
4,31 % OF SITE
0.00 % OF SITE
59,44 % OF SITE
0.04 ACRES
0.00 ACRES
0,60 ACRES
PER\iOUS APU.
TURF BLOCK:
GREEN AREA:
TOTAL PERVIOUS:
0,00 ACRES OR
0,41 ACRES OR
0,41 ACRES OR
0,00 % OF SITE
40,56 % OF SITE
40,56 % OF SITE
0,00 SF
17,884,81 SF
17,884,81 SF
FtJTI.JRE Ita w,: 2.J05.24 SF 0.05 ACRf:S OR
TOTAl. SIT[ AR!A: 44,09'-82 SF 1.01 ACRf:S OR
DOSnNO 1AA:R\iOUS;l'[R't1OUS RAno: 59:4'
5.2J " rx SIlT
100.00 " ~ SIT[
SITE PLAN APPROVED
CASE #;:? C(J -c:?.:j- -7'(/
CASE TYPE/?cH/~~ Y@fP/?,;<p
DRC DATE /!t(GdST /~ .? c:"CV
CDB DATE I
SfGNATUR
DATE
DelDolition Plan
Intersection of Sun nyda Ie Drive and Alternate 19 in Pinelas County, Clearwater, Florida
DRA~ BY:
SHEET ~I, V] Ii, ~\I', \1
\~,d.s ~ U; J .
'I'
" ".!..
1 , OCT 1 3 LOOO
By_C-(l
SIGNATURE
THESE PLANS PREPARED BY:
S, AUBIN
FOR:
Mr, Raman Bhula
1941 Edgewater Drive
Clearwater, Florida 34615
.." ~
l==l:j
DATE:
PLANS NOT VALID UNLESS
RAISEQ SEAL AFFIXED,
(8_63) 665-8718
DATE:
01/26/00
CHECKED BY:
Automated COIiS]!fu!g Services
1531 ~ flaB DrM. ~ NIL t ~ F1cnIa 33lIOl
APPROVt:D BY:
+
~
...-..
~
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-----------------~----------------~-------------
.
~
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24"~ OECORA~Tvr i<.,
SHUTTER ~
~~
L.
~
SIGNAGE CALCULATIONS:
$IGNACE CALCULATED BASED ON 1 S.F, OF $IGNAGf
FOR EVERY 100 S.F. OF BUILDING FRONTAGE.
BUltDiNG FASCADt: 1672.28 5.F.
1672.28 / 100 = 16.73 $,F, MAX
BUILDING $IGNACE: 90 5.F.
(BASCO ON SHUT C06)
VARIANt( Im.L 8( REQUIRED.
~
I
r
~--~-~--~~--~--~~~---~----------
SCALE; 1/8":1'-0"
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1'-4. WALL TILE
TYP I TYP
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IV
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LL lLU. U. 1 -
Comfort Suites
~III'"
, 8" DECORATIVE (IFS
'-- BAND AT P(RIMETrR
+4" REveAL
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Front Elevation
4
4
3
Rear Elevation
SCALE: 1/8"=1'-0"
~I
..-.
-
~ Comfort Suites
~
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e I
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--=== ---
--::::;;.-- ~
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2'-0. 111I1
o. (EL. 13,00)
Left Side Elevation
/:" '0.
SCALE: 1,B =1-
Aflr2.d'Wg - Oct, 2, 2000 10: 20 a.m. Bell Acod R.15.0
NO.
REVISIONS
REDUCED HEJGHT OF STRUCTU~. REDUceD PORTE COCHERE: HEIGHT
ADDED PRIVACY FENce AT RETENTION AREA
2
Elevation Tog
L2s;:Detaif number
'C57- Page location
SectiOl'l Tog
~Detoil number
~ Page location
-----------------
TOP OF ROOF ---,
EL-47,00
-----------------
--
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o
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--
<tIa
Jrd FLOOR _
EL=J7.oo
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2nd FtOOR _ f-
EL=27.00
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RAISED DECORA TI\.{' .J
EIFS PANEL +2. R(VEAL
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Comfort Suites
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./0 .......lliI ~ L I (ft, 13.00) o.
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t .
I III II
I~
IDght Si4e Elevation
SCALE: 1/8"=1'-0"
DATE BY
09/25/00 BEA
10/02/00 BEA
Exterior
Elevations
PRO.Ecn Comfort Suites · Clearwa~er Bay
Choice Hotel. InternatIonal
Intersection of Sunnydale Drive and Alterfl! 19 in Pinelas County, ClealWater. Florida
RONALD E, EBERSOLE AlA
FlORIDA REG, NO, AR0006644
ARCHITECT
,OR:
Mr. Raman Bhula
1941 Edgewater Drive
ClealWater, Florida 34615
lHESt PlANS PREIREO BY:
DRAv.t-4 BY: SHEET NO.
B. AUBIN
All
665-8718
DATE:
SIGNA TURE
05900
CHECKED BY:
DATE:
A'Omated ConS~JtinLServices__
ISJe Corrmt fin Dr"'" Suite No. 9 l<iel<l'ld. ~ JJ80l
APPROVED BY: