FL01-01-01
FL 01-01-01
CLEAR WATER HYATT
229/301 S GULF VIEW
230,300 CORONADO
b
I
~
'0
--------
a
(1")
'0
I
"S:!:
...
o
I
~
b
,
~
N
::::::
N
,
-~
N
b
I
a
(1")
a
I
~
...
o
,
a
(1")
'0
,
~
...
o
,
~
~'-O'
I
24'-0'
30'-0'
2<11-0"
38110"
2q1-0.
2'\'-0'
2'i'-0'
30'-0.
161-011
'b
I
a
~----
304'-3'
I ,
-1.------1-
-~7 ! i ! ! -------~----+----~------- ! ! t ~--
~ I ; I I I; I ------L I I I
-- -1"\::------ --,..------, 1=' ; ~ U-
------~ _ illlll (l!J I ~i _ ,~ "'1f - ---- - - - M lil=~~~~~~=~r 1Jt.- ==~==~==~~~, M: -- [ '_ _ _ _ _ _ __
--~j -- ~ i '"- - I "~---=-~~-'------------l'-T I ~ " / '<1t!IL:I~1 I~':
~ , :v~ , L-----J---j.. TTf I '-> _~__. _~
I I I __ I __ LJ __ ~/\,-I lb.L--f-l--- ____
----I f--- 5T~---~ ,...---- ,.- T --.. LI
I OB I ~ A JOOCIl1 II Ii' = 1 r----~--r-----l : i I r-----------l-----------l j ~ F i
l/" I I I I I I I ~lOBBYI J'" I jl
' " '~- ,-~--1--- ----J.-~---r--!--+----~---1-1 I ~rr-i ,-----
--- r--L~AD~ -1\ I r --y- --Y' --y-r~--"~' i L-_____'______J : I I i I i iI' it< !
' I~I" J - J ", L------------r-----------J d ! r: I
-- J.-- - - J; - - - - -- -- c_______~-_+__-~ ,---.---.--: _ I
I I ii' , 'I' '~ ' " , , 'I' " I ~ I I, i I
---t-- - ^ i Y1 i i - *- -- * - -- ----- t-~-t--
I , I , I I I I
! i l' ~ ~! '_ ~~ ~_ !c--~-c--~-c__~-c__~- !.-_~_+_'_,_-' _ ' · ___.
-.,.- I "',! --=:::- .; ,- 3 I I W
! ' I : 1~1 J J 'i1_0' ~l I I', I l i
! 'I ! ~ ~ J ; I! 1 ~UP
-1 'i !~. ~ Q'4 f ! i! i ! .L,,_
~; ~~~---~:-* - -- e---- ~C-------C----+---iP'--~-~- = ____ .,. J^ ~ ____
I I ''0 ... I, , Y I, Y Y ,I Y Y , I
; ~'!(f I.L~ : I I I I J I
J, I' J , ; J , I '
i ' 'I: i 1 'r~ , I - , J I
:, ''9 ;", J, , , ,J, , , J I J~
J_ + ..~. - e---- e---- c----c__--c----c--__ .---'_--.-- ... .. i /IJ-}----
--- ----1 .~ ----- I I :- V
! ' i ! '.- ! II! ! I !
! 'i ! ~ ! IfS ~C'S! ! ! ~~
! '1 ! ! ! I J ! f t : I
- -' - -e----I--- \j---c----t--+--~- -- -, J, ~---__
I ~
': (~ ~\ I 1:1 I I ~)
. \ !i I I I ~/ j
; " I I J ~
I lL I I I I +-'
M__ .-.1 ----lI-- .~-- -------'-. -~1=--'- -'----'-- -. ________ I.~___ --___
---...- ---- ----;-~ --- ..-. -
--I-t- --- -Ir-- - - '--- '--- e---- -II-----c------ .---~--<--~ ----- 1"_ -- ----
I J I I,; ; ; I
; ; 'I; J I'
I fi!:=~ I 'I'" 1 I 1 I I I
-~l--~:~I ~- -i-------~---_t~---: -----k --~----=~-:~-:-
..1..:-==------ r I T --------------,--- T --- ---__
- --.-:: ~=-::====IQE-- - ;. ~ --:- - r - -~ -,-'---' ! ' ..- __ - - - - -
- t- - - - - - ,..... -- -~ - - - -.~ -- -- - --L - --'- - - =__=_=_=~__=___==~____-_-__.:_ EI =_____=-
------------------- ----------------- i I i ~
I ; , , I
J I 34'-0' 34'-0' 34'~ 34'4 34'-0' I'
I
------J_
,
I
,
,
,--1
I
,
r-
f
I
I
I
I
-~------
o
~
N
1
~
I
I
I
I
I
I
I
-I
I
.
,
-.
I
I
t
I
-I
I
I
I
I
I
I
I
I
i
I
.
I
I
t
,
I
I
i
.
I
t
I
I
I
.
.
i
I
. I
I
,
,
181!0" -
)
,
I
-----+---+---
I
I
'.'.
~7
,
,-- J
I I
i i
I I
-1-----1
f I
I I
I I
: I
f ,
: I
-1----,
: I
I I
: I
I I
I I
t - - --j
i i
I
I
.-----1
I I
I I
I I
i I
,
I
'-
I
I
I
I
,
..J.-
,
,
18'-OU
,
,
y
,
,
I
I
I
I
I
I
Lf-
I
I
,
,
,
,
,
,
,
,
,
C
I
fR
I
t I
I
I
t
,
a
,
fR
+---
I
I
----~---
I
I
341-0'
34'-0'
C.3
D.'i
I.U
J.7
I
I
I
, I
: X ~ ~~~~~,,_r.LOOR PLAN
'0
I
a
~
,
~
~
N
I
~
,. VALET PARKING
p. Pl8JC PARKING
,.. MOTEL GUEST PARK1N6
Ie. HHlcAPPED PARlCIN&
=
(1")
1
~
NOTES
6
GENERAL NOTES
,..'.... Ie (-=~ c--= '1 I
O 'e--..!:~ !;''-~
" u y ': I
i..:=:J \ b I ;
iWG - 9 Z 14 ILJ)
o
[) ,--.-
-\ i
1"\
.,~ l.l
L____,,~.___.
PLANNINC &. ,CVELOPMENT
SEFMCES
CITY OF CLEARWATER
J=:L
6
GROUND FLOOR PLAN
REVISION
REVISION
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
o
KEYNOTES
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
KEYNOTES
LEGEND
CLEARWATER. FL
COLLIVIAN&KARSKV
ARCHITECTS
4301 MCI-IOR PlAZA PKWY. SlJTE 100 · T AWPA, Fl. 33634 · VOICE: (813)884.2000 . FAX: (813)884,0700
emaj}: architect@collmm-karsky.ccm. website: www.collmm-ka-sky.com
AA 0001829
BY
DATe
CONSUlTANT
BV
DATe
04034
DAl'&
07.27.2004
A3DD
I I
! ! i ! ! ! I! ! ! i !
J--------------J~--1--------------~-----------J---------~--------J--------------l-------------l--~J--------------l-------1-----------J-_,
I 1 I I I I I I I 1 I I I I I
I I ' I I I' I I I ; I I I I:
,- - - - - - - - - r--::___=_~=_= -,- - - =___r=- - -_ -,- -:. - - --=- -:. - -1- - - - - - - - - -., - - - - --r - - - - - -,--1
161-0"
16'-0"
241-0'
GENERAL NOTES
o
.KEYNOTES
o
..
C
I
~
D
KEYNOTES
6
I I
- -----,---
WI
______,____ I I
~ ~ II
I I
----------------
----- ---------
------------------ I
------ -t- -- +-----1---
I I I
I I I
38110'
2'1'-0.
2'11-0'
30'-0"
30'-0'
2QI-0'
2Q'-0.
.
I
r-
I
I
I
EME~ENCY
GENERATOR
~
I
I
fa VALEr PMKNi
.. PlBJC PARKNi
. · NOI'EL GUEST PARKIN&
.. NADICAPPfD PARKINCi
LEGEND
1ST FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER, FL
J=~
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ.K)R PLAZA PKWY. SUTE 100 · T AWPA, R.. 33634 · VOICE: (813)884.2000 · FAX: (813)884.0700
emait: architect@cotlman-karsky.com. website: www.cotlmm-ka.sky.com
AA 0001829
IV
DATE
WATER
SOlLER
I 135 I
I
I
I
--
I
I
.
I
--
IV
DATE
REVISION
REVISION
04034
- -,
I
I
I
IllI I
I
____J
r---- ----,
I I I
: 1 I
L____ ____J
--'-------
r - --,
I I
I GIFT s..lOP :
I OR] I
I I
L_________J
,-- ,
I I
I I
I r
: 'I .
-1-------
I
I
I
I !
: I
-1----,---
: I
! i
, I
I I
t----j---
i i
1
I
I
----I-~-
I
I
I
I
,
I
I
24'-0.
lJl
DAm
07.27.2004
o
GONSULTANT
LOOR PLAN
NOTES
A301
2
I
I
- - - --I
~-
I
I
t----
I
I
t--
1
I
I
I
! I
I I
$
I ____L_______
~~d_~__~___~ II: ! I ---------- i r----r-------
___ t-+-I- '- _-1-___
I I I I I
I I
/'1 : I I I I
!! J':::l' :!
, I I I I
------------ ': I ---------- I: ---- ------- :
- - - - -Irr ~AC~ - 111- : - - --
--=------.,..-= , . =---------- ... 1 : t r---:=tt1;ll:---=---
II [ I
Ii I j
II [ I
Ii !
___un_____ ': _________J ! : -___~-------
o
I
~
,
I
I I
I I
'0
I
~
-----,
I
I
I
.
-----1
Q
I
2
I
,
I
.
,
----i
I I I
\ 1\ 1 \ 1\ 1 1\ /
----- ------ ----
f----====1 \ r~=~~l r-==l-=---1
L________~ 1,__/ L________~ L__~-----~
7"'\~ CZ:-'\7~ ~ -' q~?---~
r---------------lL1 ! r-------------tl, ! r-----J---------,
I r--..---------, I I I r------------ I I I ====__!._ac..__-=__ I
I. ,I I '. I I I + I
+:---11::,' !-!-r-EETNG -I: t I - . ---I
I : 'I I ROCt1 I I I
i iii' : : [ill]: I i
L~_-_-____-____-___-_-___-_l_ : ! _t_-_-______-____-____-_-_-_-_t ! '_____ ________J
ELECTRICAL
5WlTatr.EAR
I 134 I
<::>
I
2
.
I
----i
I I
I I
I
I
<::>
I
2
.
I
I
,
1
----1
KfTa.IEN
I 125 I
I
I
I
I
I
I
I
I
I I
- ~ - - --- -- --- - - --- ~ - --- - - --- - - --- - - 1- -[5:
--t------ --------.-
I; I flES~ I
I I I em=] ,
II I I
+~-----~ ----t---
I I
I
I
I
I
I
I
I
I
I
I
I
I ,
I
<::>
I
2
I
, ,
I I
I
I
I
~~
~EJ
ii:
I
I
~ I
!~ i
IL
, I
I'
I I
---4
b
I
~
I
I ,
1 I
I I
i I
6AFU
~LL
~
<::>
,
~
I
----l-
I If: ------
LH-r- --
- - - - - --W =..--------- ===~====n==~===
-----+--t------
I I
I I
I 161-0"
~
C.3
D.Q
I I
--~----------------l-----
_ _ _ --L- _ _ _ _ _ _ _1_ _ _ _ __
--1-= *=
--------~------. -------_.~. -------
-. __~==__l.!:::!l.___-_==_ ____-____ EJ __ ___
'-1 I
--"
34'-0"
J.7
_-1-_
I
3410.
341-0'
1"I_On
H.I
t-~'-d
I , ----- - -------------- L'
- --":--"'---"'-- - -- -T---- ------------- I
i ~- - - --~-. i 1 -. , - - 1~- --- i ---- i r-
---- --
,
I
30'-0'
24'-0'
2'l'-0"
3811-01'
2'l1_OU
2'lI-O'
2'l1_0"
301-0'
,,1-0.
'0
,
~
--------
'0
I
I
,
I
,
I
I
- - - --f
,
I
I
-----,
I
I
I
I
-----1
,
I
,
I
I
I
I
I
----,
,
,
I
I
I
,
I
,
----i
I
I
I
I
I
I
I
I
----1
I
I ,
I
~
b
I
S!:
'0
I
~
b
,
~
b
I
~
"0
,
~
b
,
~
12'-0.
y.
. y
'-
-----f-
I
-, r-
1 I
,
- -----e .:.
I
I
--v---
--L-f--
--------
, .'
,
,h i1
i j
I !
-+----1---
I I
, I
I I
: I
I I
: I
-1----,---
: r
I i
I I
: f
t----i---
i i i
I I
I I
---...----_.L____ I
------~--- ,-----1---
i ! i j j
, Iii i
--- ,-- ----- ------J.+------- '-----1---
--- CO -- --------- , I
-------- -r-
--- ---" t- --- -- -L___ -- -- -"--- -- i~ - -"-- --- - --'-- -- ---j-'-- - ____ ___ __ _ _ _!_ __
-----+---t- 1-,---- I _ ---'--- _ ------~----- ______-+___+_____1___
----- --- ----- . -----~------ I
j i 3U ! j 34'-d I 34'4 I J~ I 34'-~ I 34'4 i ! 34'-~ i ~'_~ i 2U i
tM
y
'I
I I
1 '
I--
I J
I I
, ./
-~'-I-----
, ./
lID
I
I
------+--y--
I
I
lID
~
.
.
.
--
I
,
I
--
.
--,--
\
Y
.,
,
p
,
,
------
,.
I
" 75 SP AqES
, 13 I-I/C I
I I
I
, .
,
,
PAfi!K1ft;
I 2112 I
,.
-
,
-
,
-
,
-
,
-
j@ ,
,
,
I I
I I
I I
I
,.
,.
,.
lID
~
lID
lID
_w_-
,
.
-_w_
,.
,
J
, I
.
14
21 ,
"
5
p
p
p
.
I
----1----
I
,-----
---I
I I lEASE
I I eFACE
I, I 250 I
---+~-----
I
I I
I
I
I
I
I
~c1t
215
I
"0
I
~
b
,
S!:
LEASE
SPACE
I 251 I
-----~....-----.-
--------
------
-----
-------
1"'\1
C.3
GENERAL NOTES
o
KEYNOTES
o
D.q
F.I
F.q
D
KEYNOTES
D
H.I
.. VALET PARICIN&
... PIBJC PARKINCi
. · HOTEL GUEST PARKlNCi
· -IIADICAPPED PARQG
LEGEND
2ND FLOOR PLAN
'PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER, FL
J=,-
. COLLIVIAN&KARSKV
ARCHITECTS
4301 AI\fO./()R PlAZA PKWY, SUlE 100 · TAWPA, A.. 33634 · VOICE: (813)884.2000. FAX: (813)884,0700
ernail: architect@collmal-karsky.com. website: www.collmm-kcrsky.com
AA 0001829
IV
DATI!
REVISION
IV
DATI!
NO.
REVISION
J.7
,
;Z ~~ I/~~~ PLAN
04034
DA1Eo
07.27.2004
CONSULTANT
NOTES
A302
GENERAL NOTES
=
<:)
I
::r
~ I~'-O'
!! j i ! i i i j ! j i i i j j
r+---- -1--- --- --1-i - -L -- -- ____L--_____1_ -- -+--- -1----- - --l- --- - - - --1- - +-1-- --- - __J - - - - -1---- --1--,
_____~--. -e_ ~- - ~ - 'e:-' -- -~- -- ------'------.... -- --'-' / -+ ---e------1 ---1-----J-r-
! !! - i :,-_: ~! ! :,-:, i Iq ! ! i
-----~---II:e-'--e-'---,~ -~I-~-- ~- -::;~- ~- '---'---'--~'- -'-....-'-....-'- --' -l- -= e-'--e-'---'--.---::=t=---- ,--
: 'L _ i ! i f4 i 'i i i 1 ii' , 1 j
'0 I I<=(I L, , ; I, , , I , , ''----I
~ -----:- ---P-r----~-I- 1 r------r-----T---+---I-----I------r-+-T------r-Y---~--Y---e-- !--------
I 1 , I '. ' ,I; , , I ' '" 1 I
-----1 -~~--- '- -t ~--P-- --P-- --P-- : - --- --- : ;- -e-p- : : : : ~ -p-----p-----+- -t- -------11 --- -----: !--
: ,! i! i! ! ! ! ! ! i ! !"!,
I t- I I I I I I I I ------t-------------I I
-----:- -- , --- I I ! " I I I .. I
I I I
I I ,
-P- -P- -P- ~ - ~-~-
b
\
I r- [(: I.. Id~ 1 cr-o' · I I, t;j 'I I, I I II I I I I
I , I 0 I 10 1 I 'I' I' : I
----i ---~---~=~....-r *-, -, , ~ , -,-,- ~-,---,---,---,-~~....-,---,-- ~ --,------,------,---~i- ,e------___----=a----t----I---
: , L ~ i ' i i i i ii' i j' i i
I I I I I I I I I , I I I I
i ' ~ ~F= j i ! j ! i ! j i ! !' i !
----1 --:-t---- ~- -~ ~-, -, -, ep- -,- -,- I_,_--,--e-,-~e-,- -,-~-,-~-, -,--,-- :~ -t- -------111:--- -1----1---
I ' ; I ; , ,I 1 , , I ' , I '
, ! ~! i ! ! ! i! ! ! i ! !, I !
! 15'\ ! i ! I ! \'! ! ! i ! !. 2\ : !
----iE, ---:*= -;-, 'ill ',)'/ ~. ~ ' - ~- ---;- -;--,--J-,---,---, 1 0 -;- /,,~r--;---;-~ ---;;I ~t----I---
, / LOIlflY I EmJ · ' , , ,
i i i l{ , 'IL=~,3I04l.~ ~ I 3102 I, 1 ~ 1 ,- ')J \3 I I I
I 1 I K!l"\ II: = l r-r 31 )1 I Z! t:l 1 : I
I. 'r ----- --, I' r--- - - -, I I r- -, I 1 r, I -',I ~ I I r, - 1: I r -- ---- i, I I ,r - -- -, I' I
I, II 'I ,\ \1 \\ 13100 1 ' 'I I' ,\ I,
-iP:D T ~;" 1- "- . -" t1' , 1 ___ ~~e? _ "Jl'~ J~ -Jf-~~~ ,'~:~-;" - ; ~ _ t17_ T ~___ _'
i ----I _-6~'[~~,~ ,w!d,..{J~,,~,;,o '0 .I-~-,' a 'm_ .I_,~?a G ~ ~ I~_l_ 0' ril~l~ I~~(J tl;~I~~ ,~dJ'3un~ j ~ r
" i ~- [ l II \ [ . I I [:]11 I [~D fl _ I E ~~ ~ I I~:; I [} D ~ ] I tt ~ \ I _ 0 tt } r :l ~ i _ \ !
_ _ _ _ t JII.. ~ [ J ~ I, ~- -S!- - - -lQ- " -I' ~ ~ -IIIl.... - - - - -1- - -
I T L_ _U _,II 11__- - - .JJ. ITr.-_-:=.-.::~____ _ _ _ 1.-... _. _11___1'
"9 4---- I I -------- I --{-J,
.. - ----1---- L- - - -- -~ t-- ---- -L_ -- -- ---'-- --t- __-L--_ -- - - --,- - -- -- -+- - ----- -+- --+ - ----!---
- ---- +- -- t---- --- -~"-- ---- --1- -- - - --J- - ---'-- - --l-- -- -- --1-- ---- -,-1_ --- - -- -t- --+ - -- --1---
" i ! i i! i i ! i i i i
! I 3Nt ' I 34;-0' 34'-0' 34L. 34'-0' 34;-0' I'
d) I~'-O'
30'_0"
2't'-o'
2't' -0'
38,10'
2'1'-0'
2'1'-0'
30'-0'
1,1-0'
24'-0"
o
KEYNOTES
o
-
<:)
,
~
D
KEYNOTES
D
..
<:)
I
~
-
<:)
I
· --P-
o
. I .
. .
.
.
.
.
I
I
b
I
~
,. VALET PARIQN&
,. Pl8JC PARKIG
... f.I01'B. GUEST PARKHi
He · HADICAPPfD PARICItG
b
I
~
LEGEND
b
I
"2
..
<:)
I
~
3RD FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 ~ PLAZA PKWY. SUTE 100 · T AWPA. FL 33634 · VOICE: (813)884.2000 · FAXI (813)884.0700
email: architect@collman-karsky.com. website: www.collmal-ka-sky.com
AA 0001829
C.3
D.q
F.I
I
I
X ~ ~r I/I~~~ PLAN
F.q
1-1.1
J.7
NO.
04034
34'-0"
1"-0'
24'-011
BY
0.\18
REVISION
BY
0.\18
REVISION
DATEe
07.27.2004
CON8U..TANT
NOTES
A303
--------
o
m
o
I
~
I
I
I
I
I
I
I
o 30'-0' 2Q'-0' 2QI-0' 38,10' 2Q'-0" ~I_O' 30'-0" "'-Oil 24'-0'
i- ";-0' B , " ,
! j j i i j j i j j ! ! ! !! !
r+- J -J--i--1--------------~-----------J---------~--------J--------------l-----------~--t__J---------_____~------_+_----------~-_.
U-' ------i--------u----1~4>1 / " , /~, / ,: ~--------]I---1_----_'-,:--
· ,,,"- - = -~ - ~-----~--I---_F--c---c--- .;;
-----, ,-- '" -f-- -I__ - 11\ ' ;, , I I '
~ ! !! ~ ! :,-/~ ~! ! ;,-:/ , I , , ICl : : i
L F .' , , 'I' , - r:l-- --..!- ~o---'---'---'--~'--~c--,-c--,-c--,- -- ~ -+ -= 1----I----f--'--.---3E:---_ ,__
-----! --,- L--+---I----j--j i---- F ~ i 'j j j ! i !"!
(, -----~ ---fL' ----- '-+-' ------r------T---~---i------r-----l-+-T------r~----~----11-----___
I r 'If ; ,I, , ,!, '" i
: '.- I 1 ill - _ _ ~ _ m -:- --.- :- _ _ :- :- :- -1'----1'-----1'-- -t- f------ ---3(::--- =; __
o - - - - -! - - -*t-- - - - - - --< -- T --P--- --P--- --P---... ' f--P---.- ... · , 'I. I, , I
~ i' ! ! i ! ! J ! ! ; ! ; _____-+' _-y-____-y-___ I J:--
~ ----T -- p t------ T j I ! i ; ! I ! Ii ',,'
----- --P-- --P--; - -.- -.-- $ - · =' --.~' c_ :' =' __
! : ~ i I j ! 140 SPACES j I j i ! i ! [: iU j
" I- I 10'~.1. ~-O' · I I 'i~ I' I I I I' I I p I I
' p ! ~ I l~ 1, , , , , , ' I I ,
----i ---ft----~~ -' ~,-- , ,--~ , -,- >-p- ~'-,--~p ,--+--,-~I--,-->--,-c- *, -'--'-; 1- ,0___-------,___ -+-----1---
,: , L i i II i i i ! ! ! I' ! I' i j
: ' i 'r- ~ , ~ ~ ' i ii' i I' : I
I ~ I I I ! ! , , , I ' , I ,
,,' , ;' I ill 30' ': I
-, -, ~ -, , - I---p - t-p - t-,- -+-,- --, --,- -,-- -,-'- -, - - - - - -fl1- - _ _ _ _
! I ' !,
! ' ! ! i ! i ! i! ! ! j ! !, i !
! 15,1 I,; I ! I! I' I ! ! I ! !, 21 tl !
----i- E:---j:==-: - - ~~17~::rr r'l"\VI'lijl ' - >--;- >--;-~ -,---,--Ju,---,---, ,'F}I', m~'/Ii --;----;-cc--" ---;3 >--, ----/---
, , II ''/" 7 l'..410& 11~)(1J '-J ~Y ~~I V '
, I' · L/lEI6Y " K II~ IL:i 1,1 [l@J1
I (i fAI03 1II1-1'~ L-;.- AI I,",,~ i!
I '\ "i Ii 'r-t · !>, I \ . ,I " I
' I , 1 r -- -, 1 ,.~ I r--- -, I I r-- -, I r _ , :
Iiii' ~ ~ ~!r - - 1, ',r-------- 1r ir ----1[ I rr'!! IWI' !: J! i: ~:: I I: :, :7
· <: ~ ~L-;:jj;ft~__i7J' , T 'L_ - - ~~ ' " tl ~i:f~ ~ - ~ I _ f'I ~i:J. ~L-;:jlr--" - - L-=---iJ-" ~7 ~ _ _ _ _ i /'
---- o/='l i -' ~~~..-- - ~,,~.;L - ,- ...'~ Q Q-=.fP " 14OIl1 'D ,l'II rr t< "
" I~U I
)\
I ~~ Jdl I 1 FII I [ : I 1 ~II' [~D f I ~ ~~ JJ I I.. ~ \ ~ ~F} 0 ~ ] I; ,.11 ~ ] I I~, I r tl · i :
----LL- m--./b, (Eo Ji: [0 tt:Jg;;g_~ .:;! ED lIr -~-=-F-"'" ~- _= If =t 4/-----,---
LJu---Jf ! - -------------- ,~J'_______________ ! ,-------j=~f---_j
1_ L 1- -"- t- -L-- -----;-------t ___
-----+---~~=~=~-l~~=~=~J~=~=~=~~~=~~~=~L~=----~-----_~~------~---+----~---
----- , ---, i Iii ! i I ! I . i i i
I I , j 3<f-0' 34'-0' 34L. 34'--0' 34'--0' I'
S IIJ--O" 34'-0' C.3 D.q FJ i F.q JjJ .1.7
Z ~ ~i I/~'~~ PLAN
'0
I
~
'0
I
~
,. VALEr PARICItG
po. A8JC PARKING
.. HOTEL GUEST PARKING
.. -NADICRPED PARIQN&
'b
I
"2
b
I
2
'0
I
~
~
34'-0-
"'-Oil
24'-0'1
NOTES
D
GENERAL NOTES
o
KEYNOTES
o
KEYNOTES
D
LEGEND
4 TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER, FL
J=,,--
COLLIVIAN&KARSKV
ARCHITECTS
4301 AJ\O.IOr2 PLAZA PKWY. SlATE 100 · T ANPA. FL 33634 · VOICE: (813)884.2000 . FAX: (813)884.0700
emoil: architect@collman-karsky.com. website: www.collmm-ka-sky.com
AA COO1629
BY
DATE
OONSULTANT
REVISION
07.27.2004
BY
DATE
REVISION
NO.
04034
DATE.
A304
I
I
I
,
/
I
I
~ ";-0" B 30'-0'
i j j j ! j j j j ! i ! i j! j
J 1 l-i--L--------L------J----+----L-------l-________L_t-L___-u-~----+------4-,
---,..--------------- , ; II,
U-' ..---l['-u-----Jii ~-- ----- '-' ~ ~ __ _ I- -- _~ ,~, / ,: ~--~---+---f-I ---1----_-'_,:__
l<1'- _ e.--O- I--- _ -+- _ _ _ _ ; ,
-----, ,--,,/, -- -e--- - ^ ,- '; , I I '
9 II I EY I " : ~, I I '~_ _:' I I () I . I "
'" , " 5 ; _ -' _ _ _ _ _I
~ - - - - J e.-- - -~ 1- - - - - - -r- - Lr '- - - - - - r- - - - - - T - - - -+- - - - i - - - - - -l- - - -- - i -+ - T - - - - - -i - --- - -- - --- - -- -;H _ _ _ _ _ _ __
i!- ! i ' , ,I, , , ! ' ~" i
: ' I 1 rb -r - · - 1-+- '-P- · - - -v. . ill -fO----fO----P-- -t- _____ ---3F----f--
----t F---*r------ -r ~-J>- -J>- -J>- -r -. r r I ii' I I" i
~ " I I I ! ! ! , , , , ' , ;
-----1- -- , t------ If ' : ': ~ I ! j ! ------1-----1-------1-- r--
! , j ! ! i i ! ._~ · --'I_. · .11 _-~!j_ !-------1J![-~- ' ~l--
----i---r------- -\ -P- -P- -P- ~ - ~- 4-. r." -. ~~. I __ i
,: , ~ " ! /1 I' 140 SPACES I ' Iii i ! j i- I j
, , ! ; I ; , ,I, , I ; ;-: I
" ~ I.. IO'~ J. q'-o' "I I 7~I' I I I /; IT_ ! I
' , ! ~ I 1 ~T; ; , , , I ' , , ,
' .b ~-d: I W ~ P - '---p - 1--, - d~p--l-----p---p---p--d;--p---p_~ d; _____d _ dl-----__4___ -t----I---
----l-a=---~-----~I--r m-.- , -.-",- , ~ ~, , '~]~. ~ . ,
i - ~ ~J- j i i ! ! i I ! i ! :: II!
: -1- ! i, ' 1 ! ! 1 ~ I! I 1 ~ i. I
, - ; , , ' ill 3b ' -: I
----i- E=---~1 ----- -~ '-'-'-w' <-P-<-P- ,--1--,-1--,--, -,---,---, -,--,--,- i/- ----- I~--.-!----i---
: - , ; I ; ! ! I, ; '; , I '
I -I I ' I I I i I I ! i ! 1-:!
! 15~ i I ! ! ! I '.1 j ! i ! ----=-.!~~--.atl----!---
----~4::--- J==_: -- - ill' """ FM ,. - 1---- ~-1K71P1 \j I--~-I--~;m -.~-.-+-_ -~~1F _ _ --. I. I
! 1 - - v", "l\5IlXd. - - nJ"\N ' 0 1/ " I , ,
' J I ~ I " - ,-.1,., >( I:)LOe5Y I eIo ~/ ~\J 13 I I I
I I I '1 ' I ~n 51D1, ..L IC I I 1 , ) "
If\. ' '\ II I . "...1: 51 s... I , I
I " I l~ __ if I :~-~r,' ro<R,1 ;~-- - if I . ~m
' I L i! I ~_-I-_J ! I 5100 I, !' - ___J! :z. G
I =[7~:7
- - - - ~ i '- -.r ~I ~_ -4. - VUII!: IT - I - ~ ~7-"" :> T 506 I I : rn ~ C k",-_: ;
I, b DI C , I 'I 5Ol. · ~ _ '.. I ,J'''-_. _ 519
~ ~ I ~ II \_
:*0 I I I -1l : ..
D ",,,fbbld m I.::: a ~ i3 ::I:J ~ ~ ~ I I
'I o-~ [ :D d:t~ ii: ~ · Q;;l;;]J- --J:;.... - ,;;;- _ _ _ ~t:-- ~ III _,-==-- .. .L _ _ _ _ _/_ __
~ ----tt~=1_ -~ 1 - _u~~___~ ~,~ l1J.____~____ - -~ _ t,_-______}=~I____j
-----1----L------~t_------"-------,---I---_L-L--------I'----- -11 I, ,___
- -- - - + --- t--- - ---!"-- -- - - -t --- -- - - -t-- - - -'-- - - I --- -- - -;-- - --- -"-,- --- - -- -t- -- +-----1---
2't'-0'
2Q'-0'
38,10'
2't'-0'
2't'-0'
1"-0'
30'-0'
24' -0'
--------
..
C>
I
~
b
I
C
m
'b
I
~
,. VALET PARKING
... PIIJUC PARKIN&
· · H01'B. GUEST PARKING
· -IMDICAPPED PARKING
b
I
2
'b
I
C
m
b
I
~
& "'-0'
1
I
z ~ ~i I/~'~~ PLAN
C.3
D.Q
F.I
F.Q
J.7
RI
NOTES
GENERAL NOTES
o
KEYNOTES
o
D
KEYNOTES
D
LEGEND
5TH FLOOR PLAN
PROPOSED HY A 11
CLEARWATER BEACH RESORT AND SPA
CLEARWATER, fL
J=:,,-
COLLFVlAN&KARSKV
ARCHITECTS
4301 ~ A..AZA PKWY. SUTE 100 · T NJPA. R.. 33634 · VOICE: (813)884.2000 . FAX: (813)884.0700
emai1: architect@collmcn-ka-sky.com. website: www.collmcn-k<rsky.com
AA COO1829
BY
DATI
REVISION
AEYJSD
BY
DATE
NO.
04034
DATe.
07.27.2004
CONSULTANT
A305
--------
c
(1)
I I
I I
I I
I l
I ,
I I
, ,
, I I
o I 2Q'-0' ::u~.,IO' 2'\'-0" 2'\'-0' 12" 0"
~ If,' -0" 30'-0' 12,1 0" 2'\'-0' ""l ;JV
! i j i j j j j j j i ! j j i j
I 1 1-1 L L j ____f.____t-------l-------~--+_t-------L----1---u-t_,
r-I .---- 11--------', \-- II --------11 ------- 11- ! 'I I, 'I ! " i i i J
lw-' u__:_________~--------:-::-------,----- ~-u-_=----=u-r~- ,F~u--,-~.=-~~-== _ _,r=-_l~=~-_=I~,:-_
Ii. . ::J;; 11::.- - r- fL- r-- ___ - -I-- - -t-- - - - - ~ - - - t1IIt I I
o -----,' -- ~ -- +-- -- ^ ,- b i ' i ~ .~' I I :
~ ! !! ~ ! :,__:';', ~; v, , I , ,~ ~: ~ ,
I .. .... I I" .. .. .. u.. .. _~_'-~_ I--~--~I--" -- - -+ - f----I----t----LI --- ---'----
-----r E--~'~--+---+---;--!~:I---- ~q,-o~rr--r---:l~-+u-'u i i i ! -\ ~i" !
L I , ;, , ,
: "I I W _ >--_ __ >--_ ~--~--~--~-- >-_~>-_~n -----~ ---L_ ------flf---:=t=-----: ,--
-----1 ---~----- -. 1"'1.. .. .. .. .. .. .. .. .. I" .. .. I" .. .. I-~ I I" I
9 :..1 I ill I , , , I I ; I
~ -----1- ---t------ j i i ! T ~ ! ! I ; -----i---r------r---- j
~ !..I ! ~ ! .. ~ ~ 1 .._ ~_ ~_! 11I__11I__11I__11I ! _,~__,~~_, ! _~_~_ i~ ! ~- !~----- ! -~-3 ' ... ! --
-----1 ---r------- ~-, - rp -- I
:.., , I ' I ,I, II I' ! \; ;' I II
! ..! ! i ! ! 140 + ~ SPA4ES i! , I I ' i':,
'I ~ I. IO'~ 1 ~-o' . I II Gi&j ,I I I I I, I I,! I
I 0 I 11 l I ;' " , I '
----i- c--~~--- '.-- I -r ~ HI HI HI ~ ..- >--..-..~~IiI-~.-~..-~.. , r+-y~n, * -y---y--,- I i-, -----4-~--=---t----!---
: .. L' ~'I I 'I I I I +0 I I 'I I I i I
I. I : I , , I: I" I
I !
I I I
.. .. .. ill .._ _~_~ ~__~__~__~
----1 --~! -----~,~-; ,- - -, ! I I , , i ; !.. i !
I I I I I \ I" I I I II I \..: I
:.. I I", I , I '
! I 15~ i ; i i ! I 'I ! ! i ! !"21:!
I I ~ _ I I I~ I _ __ '---_ \-jr-----I----.--I---t---- ~I- m~1 viF=----=-==----:;Il-t----\---
- - - - ~ -E~- - -....- - - .. .,." "f'-,I 1.,I:(;lIJ f"'H(.II' ~ .. .. .. rI~~ '-I .. .. ,III" .. .. I 0" IIII/~ III .. .. I
I I .. III v ~ r;l&7 l"~ II~ 11 '" I I ,
!BI1 {,102 I
( '"'04-... ,I ~ I
I""":" I '103 III -r:!, 'I=.-L {,I ~ I I , I
I II '\" i! \ II In! I 9iiii I
I .' I 1,..-- __ ,..______ ,1 r- -- , I ,I II ~ I If - II If-~-- -- -,I I :f--- - '! J' ~~
' 'I ' I I II II II I' I ; :L.._._~' ~ ~ I '"'00 I: I,.. ii,' __ ! I II II I I I ,.,
'~ I J II. II II I I L _ II ,~. -I' -. - I 1..----------' 1..----------' n _ _ l:l I
~~"--i, L~i7~' - L-~<m::r7 ' ,. ~l/ .~ _ '0 ~'T,~ ~ ~~ >-_i:~II~~I~ I Ihl. : nI -C >- ~-- y_5 i~FI-,-----1
---- - ~~ I n - vwll~1f I ~ t~~i G ~ ~ IOVV I I -..J I III ...., III I I
I J. I ~ I I I W{, II ~ """ b _ I __'r-r-1_I;' ,l:.!l-M__ _ _ ~
, --- ~J;'=L" - = Il r- ~'----'- = '---;---- 111 ----, J' ----- ~--~ -- _tc=--=': " ROOH~ IROCM
t-lJ'
ttc
----LL--~ fO "1'- ~j g;;j;;J]---QI- ~ --.=.;::1-1'" ,>- -'i-r----I---
IT. ~_.1 ,,;n llJ, - -~ lJ~ - ---- -4J
~ 4---- , ! - -------- " ,--------- ! '-------j=--1------'
1- L -L'-u------'---------'----t-----L--------',-------il I I ,---
- --- - , --- t---~=~ =~-tL- -- - - -J--- ---- -1---- -L-_ - -1---- -- - - -- - - --~;- -- -- - - -t- -- + - -- --1---
24'-0'
I{"-O"
30'-0"
'0
,
,
'0
I
"0
(1)
,. VALET PARKINCi
... ft8JC PARKIN&
.. .. wna. GUEST PARKING
... fWXCAPPED PARK1N6
'0
,
~
-
c
,
~
=
C
I
C
(1)
'0
,
~
N
t~'4
34'-0'
341-011
I
3410'
24'-0'
34'-0'
""-0"
34'-0'
34'-0'
34'-0"
I
I
X ~ 11/~'~~ PLAN
NOTES .
C.3
0.'1
F.l
F.q
\..1.1
J.7
GENERAL NOTES
o
o
KEYNOTES
D
D
KEYNOTES
LEGEND
6TH FLOOR PLAN
PROPOSED HY A 1T
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
.J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ./OR. PLAZA ACWY. SUTE 100 · TAWPA. FL. 33634 · VOICE: (813)884.2000. FAX: (813)884.0700
email: architect@cotlmCJl-karsky.com. website: www.collmCJl-kcrsky.com
AA COO1829
BY
DAl'I!
07.27.2004
BY
DAl'I!
fIEVISION
REVISION
PRO.IECT ~
04034
DATE.
CONSt.LTANT
A306
..
o
I
~
'0
--------
"0
rn
"0
I
~
'0
I
~
b
I
"0
(l")
..
o
I
~
'0
,
~
24'-0'
GENERAL NOTES
o
o
I
I
I
,
I
I
~ I ~'-O" 2't1-0' 301_011 lbl-O"
'llll-O' 2't1-0' 3811 O' ".
1"I_On 301-0' "-I I , I
1 'I 'I I \1 'I I' 'I i \ i I' ill I
I I I I I I I I
i JI J; ,__1--------------L-------------j---------~--------j--------------~-----------~--~~--------------~-------+-----------~-~
~------ -------------- ---t I 'I I I I I I I
: II II i ' i I I ______' ___-----l-------------L----------J--' 1________-----,-------;-----------.-~
~------"i--------------- -----------------r-------------"i~ -LJ.J1fl:1lLl--' ' ;' ___ -----'1-':--
I rb ,.-- I I I-I I I I I I' r
--- I I II II11 II II : : I :
I I U LJ LJ LJ LJ L'
L_.J I -~
I ~ I :-: t-: :-: :-: 'I I
L_J _J L_J L_J -------:--
, I
I ·
-----ri--------
, I
----lJ--
i i
I .
----+i--
i :
I I
-----\i--
,-- I I
. I
f I
I
KEYNOTES
D
D
KEYNOTES
l1fl
1\~\
LEGEND
7TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J:='L-
COLLIVIAN&KARSKV
ARCHITECTS
4301 Af\O.K)R PLAZA PKWY, SUlE 100 · T AWPA. FL. 33634 · VOICE: (813)884.2000 · FAX: (813)884,0700
emait: architect@coltmcn-karsky.ccm. website: www.collmm-karsky.ccm
AA 0001829
BY
DA11I
BY
DAlE
REVISION
NO.
REVISION
04034
DATEo
07.27.2004
CONSULTANT
A307
I
I
- - - --I
SUITE I
cmJ
01
o
POOL
EQJIP;-- -
OK]
-----.
f
I
f
.
-----1
I
I I I
-----t---+---t-----
i i
i I i
\ -----
-T--- I
I I
I ! i
I I I
-----\ ---~--- ! -----
I I I
I I '
I ' I
, I '
\ \
=
-1"01.
1 ~~ ~ -1 (',)1
1\ ~~' "\\\. \ 4''\\
- - -,---;ft". '1'\)0\\6 ~\"'\. 1.~ \ >
M 4 ,:; \ ,,'V~. 1~\9)
~. I \ \ \ /
11ru~l 41.1 1Y',kOi
1~~1, 1f< 1'';' 11' I ~~ J
1~) 1'7\\ 1
1. Jt:.'I... ( ly '"1
- - -1- - - /\..~(.\( A~ ~
I fr:.~ ," ~t.\
I 1 cJ'..... _t\("
I ~~'o ",r
<,J~"~
V
.
,
----1
,
.
I
,
I
I
I
.
----i
f
I
,
,
I
I
.
I
----i
'0
,
2
,
I !
~~o i ! I
_____ .d- ---------------i-------I-------i---------------
------, --- ' ~I~I ---------~----~----+---------- :
II I I I ,
I I I I
: I ' I i
1- L '. +___-L--------;-------+------- --- ----~----
----- ; ---, ------It------=r------l---~ 1- ----I---------"-I--------+---+-----i---
1"'-0"
&
.
I I
I I
I I
'0
I
;q-
N
'0
,
~
34'-0"
34'-0'
34'-0"
34tO'
24'-0'
I" '_0"
341-0'
341-0'
34'-0'
I
z ~ ~~ I/~'~~ PLAN
C.3
D.Gl
F.I
F.Gl
1-1.1
J.7
NOTES
, I I I I I I I I I I I
!! ! i ! ! ! i! ! ! i ! !! !
r+-----J -- ------J-i-- L- - - -- ___L - - -- - -- J- -- - +-- - -J ---- -- --l- -- ----.J- -t- J- -- --- - _J - --- -L ------J-,
~----J--------L~--Lu------L---u--J-----t----1-------L------Ju' 1-u----1---1u----1-1,:
!l L ~ ===-1: "_, I I ' I I "_, ~==== ~d 1- I
I " ~, : ===J . . ~ 0 ~ (AlIlEO ~& \J \ [ LJ OtmE ~ 0 tJ . . tK.J==== ~ !, , ,
H- I ~=:;:= ~/ · bb1d10 ~ ~ I I 825 10bIlJ · " ~=:;:=J I + I
----- .- II I 10 ,I I \l-~.L~'-r/-- - 7t : '1J ~~ IlL' -f\ '--- --~i-.r~'-:.~:I' I 01 1-= - --------1,--
e iii I I 'r------, t= · r ";;;;;;=5C-' r --, i' ~I
I I I III IV' II I I I, II' II ......... "" ,: I II II' ,#. - III I I I I
I I : : : I IftiiI ____J : I II I II ~~ II I II I, L____ .~ I I:YV'M - :: : I I
I : I I ~ I IIr..= II ~ l__ J l_ __J l_ ____J ~ I I NA;I I I I :
'b ;' "l .Ht:tJ" " l]j!j[} 0 ' __II L GlI ~ ~W11 I II rt:rt. tL I I I :
~ -----rr- i i,i I~I' L;:l-J -.>~ ! FIlaE. ~. -----' \J 1824 : i --- ~72" 0 181071 l J"~ L;:l-J 'I~I i,i i -T-----r1-------~
_____:~ i". r " ''- _ ~I\ -' J~ r - " j I I I
'\'-: :1:' , 'O~. , . u i L,;,J' C--,J tt :: 0 : "J A i[[lJ4If 0:: ~\i -'- 'Ld i~Ql.I' 101 - 1:1: i --I' -----'1--+-"--
I :: : ~ ~_bBbt1 _L I '-------:I ii- lit .m m. -:i' .. C . I =011 _L ROGt1 - :: :
i, : ill 1 617 I' ill ' ~ = I J.' = L ~ iTI d 633 I :': i' , :
_____:+u~ \II ;~ .r~ =-- - o[TIj. " -~ ---J~----=t=----7!ll_--- --,~. 0 - _ ;; ~1 ==j~ + I,
" , '" IJdJ ~, ;, l. 1I=l" , I ' , ,EEE.I~ ' I" ,~LldJ, " " ;
II I i ili -10815 I I L.=t=' IN fAJl~ttj D I i I ~I I i I D ttlfAJlTE NI L.=I=-J I ~ - ili i I I ,:
I I I __ 10. WI 81~ I ~ it I I i I 834 IW . N - I 1 I
II -1-1 I I I - - II i ~ ' I ~ r~ - . I I WI I j I I
-----:r- i 1~l(L '.E' 1 .~J ' · 111,..:,,:, -----r--- i ---1------lil .. ~ [~~ 1. : E'= 'i'i l -r- ~-=--!T--
, I : : ~/ [IDUI ....-1--, ..... I ~ I I I : I ROO1 I ,J ,-I-I 'I 837 I : : : I , I
"9 Ii. rtli ~ !I. I !: ~~ I : I ~ I~ t. : I, :m II ctn. 1 bJ I
~ I I +-4'. q::;p L-J ~ 0 I: I I : I 0 l" ::m L-J q=;o . 1 II I ,
i I i ili I~I' L=r'c~ W rHlt\ I: I I' I 'I 11~rA; ~ L=,_J 7 'I~I ili i I i I
, ,:,: 0 '0 ~ 1.IdJ~ ,I , , ,''jUdJ 1tlt J "0 = :,:: ,
----i-+--: i - 0 ~. ~ ~ ~- ~~-----+----t---+-----: - ---a~ . e : 0' ~ ~ :,: : -+-f----i---
:,' ! ill! l~' -~ Il~ ,: I' I' i'l '1640~-. , ~ - il! ! I': I
, :! i I~II L ,-r. 0 -- M I! I' ! ~ = r () . =[I=I:l ICM[] : :: I I
I I-l1. . r::e:=n ~ ''1 c;;lll!!!!! I I I I I I I I r------l rf1i .. 1. I I
: I ' W.1JdJ L-J I, ~-" I' I ' I n=. ' , ill ~ 1, ~ I: I
I, i i,i I~I' Lf ~rkJ. Ij I I ' il ~'~ L~~. fJ 'I~~' J;: : ' I
't I 1 II N I ROCt1 I 11 I I I \n ROO1 I N I I II II
I I' W 10 I....:[@] .1.]1 I : 'U [Ml]: I W __ I I I
----11-! ili: , :0 ,IU . t-~ ;:~~r -----r---t---T----- ~1~~uJet.: Er - 'ili i -T-I-- j ~~
II : il: I~\ '+I~N~i' '11:1 I I I II IriUdJN~,=FI. 11~~i/Ir.~:': : I \i\
I ~ · ct:J:J ~ : ' : W I I I : I W I I I I I I I I I WI' \ ~i1'1
rH . ~ L--.-J l II ROO1 ~ . I I : ROCtf : l: L-J '_Ill. ~ \1 -
: I ~ ,: I ROCM ~ 11
i i - 151'10 . --. 0 ~. ' -+ ~ +r ~. C-- 0 -1-. ,,151 = Ii ,
----~,T'.- lla!&1 I ~~,-I ----- I. --- --- I ------,1 , ~, IF -T f----,'.---
I - 1 ,.::II -r I I I ! I I I I ---- -r II::. I I
~ r-- : ? 1 I~ : ~ Ii I ,. I ~i r- : ? I ~ : ~:
I , ;: ~ ,;, rt! ,'" ~ ~: I I : L---.- ~ ~ ~ ~:' , I ,
! I ,~,..S LC.: ~ 1I"?..,5t: ; i' ~~ ~ ~ ~ I I I
i i Ii 0: ~ ~ea(l~Q;;;; e:e : 0 i, ! I'! ,! 0 ~ :;Mil'd ,[]~C)~ ~ 0 il i I i
----!+----= ~:-~- -:~=---===--f==f~u ur-=--===~~~~-= ,-----1---
i i! ,u ' 'I; ; L ! i i i
~ U----u,----u-uiu-------l--u----ut----t----1u--------l-------uit------u-~------W ,
- ----1---- L--- -- -~ t- - -- __--L_ --- - -- ~---I- ---"-- -- ----,-- -- - --iL -- -- - -J - - -1-- ~- -J---
- ---- +- -- t--- - -- - L----- ---1- -- - - -- J-- - -~ --- L- -- -- --1-- -- -- -"-1--- -- -- -+ --- + - - - --i---
i i ! i i i! i i I j i i i
t "'-0' 34'-0' C.3 34;-0' D.q 34'-0' F.I 34~0' F.q 34'-0' ~.I 34'-0' J.7 34'-0' I~'-o' 24'-0'
'0
I
~
'0
,
"S!
'0
,
~
'0
I
b
en
'0
,
~
'0
,
~
'0
,
~
Y- ";-0'
I
24'-0'
38''-0'
2Gl'-0'
2Gl'-0"
2Gl' -0'
2Gl' -0'
30'-011
30'-0'
I~'-O'
GENERAL NOTES
o
KEYNOTES
o
6
KEYNOTES
6
LEGEND
8TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
FLOOR PLAN
SCALE! I/I~' == 11-011
NOTES
CLEARWATER. FL
J:=L
COLLIVIAN&KARSKV
ARCHITECTS
430J ANCJ..l()Q A.AZA PKWY. SUTE 100. TANPA. R.. 33634 · VCJI::Ef (813)884.2000. FAX: (813)884.0700
email: a-chitect@cottmCl'l-ka-sky.can. website: www.collmCl'l-karsky.cern
AA 0001829
BY
DAlE
07.27.2004
8Y
DAlE
AEVI8ION
NO.
REVBON
PRO.IECT .....
04034
DAlEo
CONSULTANT
A308
24'-0'
(10
+- Ib'-O"
I , I I , "
I I I I I ' I
I I I I I I
I -----_J--------------J~--1--------------~-----------J---------~--------J--------------L-------------l--~J--------------J-------1-----------J-~
~ I I I I I I I I I I I I 1 I I I
: I I I:
It -- --- - -L'- - - - - - - - i" ;,- -r:=:~ --- - - --- - - = - - --- - - --- i 1--- - - --- - f--- - - --- r 1- - --- - - --- r- --- - ---- - ~~:I; - - t- i - --- - ---- - - --- r --- - - -;- - - --- -- --- i - ~
-----11 ____ ______ x'--""~:! ~ ~ -=J- ~ -F ~ IlnI !L-. ~cI -------1---1-----J-,:--
~ I ...~TII..tJ/ / -' I!!.I!J ~,/ I!l..fI-lI "-.,...=' - q,/ -' 'ILOB6Y K I
i i I ; ~OI " · ;. ~ · ll~ ' ;1 \ Iii :
I " :: q a8L-J .. bf D ~ aJlTEO ,\J ] I \ l~ [ IJ 05llTE ~ D 4J . . L==[ ~ I, , I
M- I ~=;:. ~/ · \b.bIJ0 ~ I I I ~ 101bJdd1 · ',--/'i ::;:::J ~ + I
- - - - - - - :;a I I I n: ' 'I :,.(~, 1"/- - - .~. JJ ~ ----i\, I--l - - ~'f/fi,= "':,1 I I t - - - - - - ----f, - -
I~ ~ 0 I I I r--- -., r- -., r-----.,j I 0 0--
I It' . ~, 1 'I II I II II I II II I I'. III I I I I
i ili"-- ~ I 1 1iF.1....---...JII________~IL Jl . 1I1^-IL~IJ~ I !L ___~II t~1 L____~_I- I ROOM ili i
: : : ~ L96LJ1 IIrfll~'03 I '7 ELECT . iliff JIWilII./ I - ,g ~~~ f[11 ---; d ~ I : : :
[t&i . II I I II '. D + ~ :0 Jlt I"" ~.. I I!H v 8 l.. XI r I I II rt:J:I. ~ J
~ . a;:;o L-J t , , r,;;;;;t:- ~. ~,:::, 0 I ~ = i 10 TZ" - ,euiTe- e-- - -, i ~ IlUITE m dill' R fer ~ , , 1 L-J a;:;o . 11 1
I, i I,! ~ I~I' L=I=J ~i uLJ _ . I ~ 1----6 \J I-~O 0----1 -; 1 -~ I ~071 ~~ L=I=J. ,1'00'1 il'!; , I
b -~-~-!-I' --: :1: L ~ '0 l!J1O-;..J~:' . '0 i 9' --, tl ~DfIft- -\ ~~ -. D ~ _0 r - 'L,;,J!o -, , 0' :1: i --I' -----\1---+-,,--
~ : 'I ~ ROO1Jibv' I L I\- I ;J" "i:-~. ... :g ~I c - _L ~ : : :
I' ,1,1 I ql7 I' rT' 7 ":::1' I _~ I L _ __ rT' 'I 'l33 I.-f-'-r\ ]1 :; , I
II l!
I I I
~ Ii I
I I,' I, '"1--, nF'~' ,I qll, I rf-'nl; ~ ' , " ~r'-'r1 I 'B4 I; - 1 , ---;-- ,.I J I ,
-~-~-iT- 1 - ,,' c---- 0 10e '. c--- r: III -~-~-r-~-' -~-T-~-~--tl' - 10 . ;. 0' 1 - 'm\ ~ -T-~-~r~--
I, i i;i ~ RDGt1' 1 ~nr;J ~ 'i ' I I i' - [bl1~ 1 ' 1'00'1 - i'i i ; /--' I
I I I , , C9ilJ1 r-,-, Il. I ROO1 I' I I I I I ~ , .Jl r-I-' I ~ I I I I I
. I r.ct:n. II 111~11'l141 i I i I~II -4.11:.1 1Ict:n.kl--.J .
I :==~ .a;DL-J 'I ~ N . II I I II N ~I' L-JO;;O. ~ --, I I
I. I II 11III ~I' L_LJ.W ~~ /: I I I :, A~ wW L_LJ ,ROCM III I I" I
I I I I elll J~ T - rITl ---J I n rITl - ~ I 'l3'1 I : : :
I II - . U__U I L,JLLlJ - - II I
: I : I': 0 '10_. - - N ~ if it ' I ,ll · ~ N --- -, . II O. _ ~: I: I
-~--i+- ~ e ~---i -~-~-+--~-T' -~-+-~-~- i:"T' ~-~... ~I N1 I I~ -+-t----I---
I' I :'~' 0, . a' It~~11 <' 'Ti , I , rg I~II <r e ,M;,r! :1': : I, I
I I i il~ I~\ i=rl-:~. ~ ] ~~I'I I I 'I I I ~':= r 10_ . -ll=" II~~ _ l,i ~i 1 I I
f I ~ . if1i II I ~ I ,"1f I I I I II iii" r I ~ W I I I I IT1.. r. I I I
"1 ~ I I I I ~ I" I
tf . ~ L-...-J l l:~ ~ 0 I __ I. I I I "'11 _ I 'I~:' I L-,-J ~ .
I I I I ~ I L ~ '0 I I I L 10 . ~_J I ROCtt , I I ,
, i I,i _1'lO71 =r~nr;~- Ii I I :' -ROCM~~f ~ :1:: I ,
-~-~1t--: i: ~ ,O~~ - ~Fb:'~~---: -~-~-~-~-+-~-J--~-~- I~ -- ~:~f' 'E:,:I! -t--i~-~-!~--
I i ili = 0.1 ., W 0 rf-'n:t\ I' I ' I 'I ~ rf-'n 0 U, , M ili i I: I
I : i'i I~\ r,=~~,~Nl4J~I', I I I ,'II"~N~r,~+" I'~~~~!'i i I I I
I I IHi. rA1111 I I wi: I I I : I W , I , I I I I I I 7fIf I :. I
1tH' · 0;;0 L---J ! 1 ! I ~ .: I : ~ I ! 1 ! L-...-J u;D · ===:
, ! :1: .~ I I L J 11'104 I I: I I :' I ~ II L J I I ~ III I I I :)
I LJ, = lol;~ . --'r- . ~_o__n_ i I - ,tnl__~_~_iL_~_l, _~_{_~_~_ ~'I=I r ~ . T. ' CO -I 1 J I: \ ~
-~--1t-- ---w ~! ] , ~ I rrJUi 11 I Tr ~ i n_? -r, t, i ~ -tt~- "l,^ir
'.' II '~~ R\ v' ~ \" ~"i. I I I ~,i ~ ~ '\ir. ~ ~ ~:; II ,i ) I, -
I ,~,,_o . _ I". ' :.J 111_"" "" " ,'I I, ~fll 011 110~1U ~ 1II i'i)1 \ ILJ 0fl,) 10 'I I
: D f- eulTE 'MIlle III. I, It t")u..... eulre - O. : I : D 'n'LO LJI .' I . JLJ.C}--II'n' JH 0 : I
: r- 'lO1 7 I \.. 'lO2 - : I I I I I : .21r I J:. tJ : I
.-----1---
I I
'i' 1.1 I U I I I' , u . I I.' I
~ I ~ l I I I I ~ ~ ,
-~-~f+-~-~-~-~-~t~-~-~-~-~-~-~-+-~--t--~-+--~-~-~-i~---~--+i-~-~-~-~-~-~-~-~-i~--
% W- - - --- --,--- - - --- -- --- - -l+ - --- - - --- - - ---l- --- - - --- - - --- - - t - - --- - t --- -- -l- - --- -- --- - - --- -l--- -- --- - - --- - - it u --- - - --- u --- ~- --- - - -W ,
_ ~- ~- 1--~- L- ~-~-~ L I_~_~_--L_~_ ~- ~- ~-~ -1- ~- -L- -~- ~-~-,~-~- ~-I'- ~-~-~-J- ~-1--~-~-'~--
- ~- ~- +-~- t-- ~-~-~!~-~- ~ - --t-~- ~- ~ - -l--~ - ~ - ~- -1-- ~ - ~- ~-I-- ~-~- -"-1- ~ -~-~- -+-~- + - ~ - - -i~--
j 1M i 34'-~ i : 34'-~ i 34'-0' i J~ i 34'-0' i 34'4 : j 34'4 i 11,'4 i 24'4 i
~
36" O'
2ql_0"
2'1'-0'
2'l'-0'
2'l1-0'
30'-0"
Ib'-O"
30'-0'
'0
I
~
'0
2
c
,
~
'0
,
~
'0
I
~
'0
I
~
1.J.1
F.'l
F.I
o.q
J.7
C.3
FLOOR PLAN
SCALEII/16' ::: 1'-0'
GENERAL NOTES
o
KEYNOTES
o
6
KEYNOTES
6
LEGEND
9TH FLOOR PLAN
PROPOSED HY A 11
CLEARWATER BEACH RESORT AND SPA
NOTES
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ.()Q. PlAZA PKWY. SUTE 100 · T AWPA, R... 33634 · VOICE: (813)884,2000 · FAX: (813)884.0700
email: a-chitect@coltmal-kcrsky .com . website: www.collmal-kcrsky.com
AA Coo1629
BY
DATI!
07.27.2004
BY
DATE
AEVI8ION
IEYISION
04034
DATe.
CONSULTANT
A309
I I I I I I I I I I " ,
I I I I I I I; I I I ' I I I I
" , I ; , ,I, ; , , ' " ,
I .. __ _ J - ----- --L-J- -L---- -___L - ---- -J -----~- - - -L--- -- --l- __ ____ ~_ -+-J _ __ __ __ _J _ __ _ -L- _ ___ -J _-,
r7-, , I ' ; I I' , I I I 'I I I
L~----~--------~~--~--------L-------~-----~----~--------L-------L-+-~--------L---,L------~-~
-----u----~------ 'tiz ::~li /_,~ 1m ,-T--~-~-~ [[J ~/_, irL::I~ -----+---1------'-,:-_
Ii I ^i~lil '" '~ '" 11101021/1\ Iii:
' " ~ ==J~oo.. ~ D ~ ~1EO ,\Jcr;: [ll OeutTE~ D {j . . L=s Ellr 'I , I
1+ I t::~~ --/.. /bJ:IJ0 11023 I I ~ I I 1025 /0/bJ:IJ .. '-'-,.1:;=~ I
----- -:;:a ~.I " /\. 1/-- ./'1'. ~ Ill' -;f\ - J--1 --~~::.....:II I .. -+-----I-----f,--
" I' I 'rrl: I ~ IN. I ": I i r-----1 ~ I ! i rcc,"*f 1: "r- ---1 i I I _ ~ I N L -::;1 :, I I' !
: :1: W I Ir---...J ~II II I It 10/{!Q13 I! I!' d I L----r=l. I ~ _ II: :
I 'I I ROa1 -' ~ II~ L_____..J I L _..J L~____..J ~I _,_ !'\AIII , , I
: : : I 102\ I' rD' jJlt)I03 I 78.ECT . . JJlLX ~ I . ~~ ~~Fl 11102'1 I : : :
b I fOi ., rfli r-J :IJB-' I I IIOIOS lei I I a ~ IXII ~. I ' c---:---l o=n. j I ,
~ -----:---t-- ltf"'UvUL---l 3Ar'il~tENf~r~-- ~'Iii-euJ1E. i t;-I{ - ,eui'te- u: :- =eutTEl1c ~-ai.CT l-U1'1 L--..-J~ii1 -T. -----rl,'--------
II I I III F1OO1, L+:=, 10104 i ~LJ 11022 1 ___ ' 11024 I _____ no'Kl 0 IIOlO7I l L-1-J , F1OO1 , , : I ~
I : :': - OQBJ -r Tl l RfONE C N \J N N -;7 0 ./ JAN -r I r-- : I I ,
: I : i - 0' .' hi Il000b I '" ~ W Lill F W W '" 0 rcill" U: ,- ,i I I I I
o ----rj'- -: :1: '- 0, e., ~'u i~' , U: ~ ofMI-c-:?r ::;--~ D ~ tJr - Jld i'~~ '1.-' I 01 I 1:1: : --Ii -----1'--+-"--
~ : :: L- ~ .1. I bl'" 7_ _& .... .~ ~ :1l J;. - I ~ _L I ROO1 : : :
I; "" OQID, rT' ~ c=:J ' ; L I rTl~ ,I ~ _,,_ ... j :' I ,
-----:+--~~~~L---J II~>-t =- - 0EIT1'" :, -----~~::--~---~-- --,~ c:::J - -- ; I ts ~~.i!l= -+-----li---
~ : :': ~ I I L-lJ JH D I': ' I ' : I iiErrJlD ~ - L__J I I ROO1 ,'",',
~ : il: 1 ~ I, 0 . -,-- 10 euneltJ i I~' I ! I tjeune 01 -,- , 1 ~ I - ili i
I It - W I ~ rf-'i ~ ~ , I I-L. ~~ r?--li 11034 I I W ~ I
: ~;: ~ ;0, ('). ; . uD' --'--': II -----,---' ---T----- IT ~.l l~ tro'l '. . -0>> 0 ~ I:: :
J',' : : ': F1OO1 1 (1;: " :, '. I I' I: It :::i"1 ~ ROO1"-- : I: : I' ,r-..' - - I' '
I Ji . Ltli ~ " .1-',-1-1 :,~,. i I l'::IUl..!,r=,'l, II ~ rtTI Ii i:: ,
t I IH' .&.J _L1 L-J R, I 0 I : I , ! I' 0 ~ L-J U JJ II! ~ I, ,
, I i 111(<\1.' I~I' L-l;=J ~ rA1~ I) I .r-"'J~~ I 1A'rA1 W. L=LJ.:y '~l.\ ili ! I I I
" , ,,,.... N"- ~ <r'S> UvU... ==M ,'" , , ... '-'-f..J ~ , N ~ :,: , " ,
· " , W III . ~ U wr 11 I \ N JW- I~ N - . W _ " I ,
----1+- .;;;;'" i ,~\i >-..r------ I "< -==T ~ +----- I~ ~~, = .~NI ~~ -+-t----I---
; I' i I'i 0 ,IU ~ ~ '11010 t I'i I ~^71 (J' ~ ~",' il ,. ~104Orll I W'I Ii II. I, ': I'
I : : 0 I: r -1- .0 ] I: C) 1\ ~ y I 0 . -r" I 0 : I
' ~ ~tl.1I 1110 ~ 11- I' ,~~ -?~"ql~ ~ I "III I I I "01111111i.t!i I ,
,. I .--- ~ >'II%. L J · / \ '\ ro./ ~ I rr ' I " I
Wi' --"- ---L '- Ll =L_ . ~ ~v U I ~ I. ! :,1 v. f .1 I J L 'i'8li1 ~ ': ..1 I "'\. I,,) I . 'f-IJ
I! [ ,i ~/ ~: r I r t\ (~ /; ~ ~ r.-C'l:f,~ I 1~ll ROO1 6f1tj. =r-~ /; ~V jil ! ,I ,
'. I : : I I .1. '....1 0 I I ROOM I II I ~ ~. / L ~... ~ '" \. ~ 1 L I I I,' I
k/ ' t-~oIIOOtlI , __ _"wI _ ~~ ~C"- -," _"- . _____ '
! ,"'0;0 ~~. , WWrA1", ii" i
[ "D ~ rtl ~ 11 '-'-f..Ji'lH " '-'-f..J 0 = I rt: Ii I , 0 "'~ :
: I I~:IILJ : /0/;( ! l' ! r ~ . I i I ;f)~~V I i F1OO1 i,' J' I,' ,-1 ~t~~''i;!I = I: I / ~
i ~ ; I , L=,_ J ill 1004 I I' [ ~ ' "'J !104f, I:
I O. _Q ,
I'M ~~., " ,
----i,T.- '---- I ---=II -r -- - I I I' ----, I Ii r It- -- I t -T' t,-
~i r-- : /' I I ~ I I r 1- I' ~i I.~ : ? , ~ : f- :
I , ': - b!. \'I.! ... "" ~ I I I : L-.... b!. ..,. \Ii' J. : ' , ,
, I ~~,~'~~.L ~ ~~~,rn /; i /' ,~I"~LJ ~ :) 1\ ~~~_, I !
j: 0 ~SUITE (n'1I-0.JJl.. SUITE - D' : I n I : 0 11 1'n'D--O.lJl .m. . M IIW ~ D : I
I 1001 I \11002" I , ,I tIJ I Itj,
, I I , J ' 'I' , l I I I I
' - : I I, I I : - ,
~ ~------,---------------~---------------l----------------l__------t-----__l----------------1---------------1i----------------,------~ ,
----- I ---L------.L~--------L---------L--___+__-----1--------,_______+'- _ I I I
-L I I I - -----L----L-_______
-----+---t--------!L-------l--------L---~---L------_'-------LL-----t + i
" i! i i! i i ! i - - ,---, -----,---
--------
'0
I
~
'0
,
~
N
~ "'-0'
24'-0"
30'_0"
2GJ'-0'
38,10'
2GJ'-0"
2'1' -0'
2GJ'-0'
30' -0'
If, '-0.
c
,
~
b
,
~
=
o
I
C
m
b
,
C
m
I
-/---
I
I
,
I
I
,-----1---
t
34'-0.
34'-011
34'-0"
34'-0.
341-0"
34'-0.
If,'-O'
241-0"
C.3
D.'!
F.I
F.'!
RI
J.7
,
Z ~ ~rl/!~~ PLAN
o
~
GENERAL NOTES
KEYNOTES
o
KEYNOTES
~
LEGEND
10TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
ClEARWATER. FL
J=:L
COLLIVIAN&KARSKV
ARCHITECTS
430/ AI'\Q.l()R PlAZA PKWY. SUTE 100 · T AWPA, FL 33634 · Vr::JC8 (813)884.2000 . FAX: {813>884.0700
email: architect@collmm-karsky.com. website: www.collmCTI-ka-sky.com
AA COO1829
NOTES
BY
DATE
CONSULTANT
REVISION
07.27.2004
BY
DAft
REVISION
NO.
04034
DATEe
A310
o ~
~ Ib'-O. + 301-0. 2'1'-0" 2'1'-0' 3811 0" 2'1'-0' 2'1'-0" 3Q1-O.lbl-O. 241-0.
I I I I I I I
I I I I I I I I
I I I I I 1
I __ -J ___ -----1-i--L- _____-_L__ ----J -----~----1---- ----l------- .J-- -i-1------- -L---.l------1---.
~ I I I I , I I' I I I I I I I'
: I I I:
_____rt-~=~I-~=-==~-S~-~-~r=---=---ll:=-:L-~-r---=---,~_~-Mf~1~~_=_~-==r=~I~=~=r-1,:--
1 " 1L1" 0 - 'I!] .... """'"1"'/ - '- ..... ~!~~Y ~ " ,
II I "MY : IIkll Ii IV ~ D f"1l 0 ~" \j 0 I \\ ~~, [1/' 0 u:1 D J\ )7 I~ 11I02 : E EY I I I :
, ,; ~ 11 ====J' ~ .. [j' tlI 5UIlE i, 1 .JI 5UITE Il:J ~.. n "==== III " "
' I I ~:;:: / · 1b1dd10 [JJID I ~ ->' I : []2[] 0!:bld "'" ,,:;::::l + I
-----J-+---. ~_l '-'~.=L</__ _/ _ /1 ~~ I-;;f\ ---- __~~:~:I/ I - ---------i,--
I I ~ R. o;;D 0 ~~ I I 'r-----.., b . 1] r-,.?;m;,-'" iL. r-----.I I N 0;;:;0. I
I II 10. -, I', II I II 1.41~ I: I I' "I I - . W II I, I I
: I' , ----I I Ii "I ;, 111I(06 " I" " ;..---- ,i i:l:
i i D , 'r=i=~110315ELECT.~L_.Ji I m~~r Ilr iL_....l~1 I Ri~T='-liil , D !
~.II I I 110 _I II' lj I ~ I~ '= ~, ~ n /:71018 l.. i)< 'I~ 011 1 1 .,\-1
I ,~>ltIl)I/~, ALuJII04Itr~--,fij"Ii~I~____I, ;-IL - 'I:rl n\,i____.I~:llcrD l'i'i~~ LLt']aII /,~,)v>ltn :
I , : \IIq -r- Tl I ~ '= N \J /Al N N "7 D tJ J~ ,I "~/ ' : I : I I ,
: I tl!. -ti () I +lnl 11Il0b I W,- =:(JA W W ,- D 11110' I I . () 1P' _: : I I I
i -----li- [ ,~ cgJo' '0 ~, ; , I ~u"i ~ ==,~ lj ~ D _~-~~~ ~!! D j ~B : r - '~ i: 1 ~ ,i 0 I cgJo' ~il 1 '-----11--
I' , , , ,r=l=, ~' I.i.' L ' rT" "" , I
-----:+--~~;', ":: ~ ~L-il; =~ - 0~ :, --~--J>-----~---::1I'F--- --,f ~0 - ~= i li ~ A:: ~,I~-~--+-----I-t--
I 1i1"/ ~ I 'L J ~ II I I I II ~ L J I II ~ J"/ II I
: I: illS =,- I 0 I : ., I I : I D I I 1/35)_ :, I ,:,
: : '- ~f N SUITE: ~ : SUITE N 1=1- . () I~- I I
, ~ - ,-'~'" ,WI ilK. I iFi1:1" , , . ~~r'-'n 111341~ I. I",JI I II J
" i (11)lt cgJ 0, . l . '0 J' '- r: :------r--- 1 ---T-----~Iil ~;' ~ 'L ~ l' ,i 0 cgJ \ i , ,-- I I
II : 'i D ~ r=r, (b,1'OO1 ;,! I I II i II ~ ROCM I~:.:mr=l-., f!1 1 0: : I I
, I i.1I I I 110 ! I !~'I 1114 I i I ! I 113b 11--'1. ! I I_ - 0 I I 1I>lt~ ~ I
, I {.II II I," I I~ N II I I II N ~ I I. ~ I II.~ I I I I
II i 1:"-( ~'l_ L~_J W W iAI~ I: I ' I :1 illJrAi W W L-LJ]7 I' 113'1 J/;; i/ i I I I
" i ;: \J't:", r~ ~~ ~I I I ' ,'__LIdJ ~ ,":T5/~,!' j ,I ,
I 1
1 I I I
i - il :
,! 'I 1 -rY..1I I I 110 llft! Q~ ~ -;--.. I II I' , JIB' --, 1""I!.lI!. i- .011 I I 1>lt1 I i II,! I'
~ If'l'. I I ) i '- N I I ] ~.. T' I II I ''11 - I L ~~. ': AlE ? L \ I I,) I .1
I I II / l'(VVI1 I L.~. V I I v . ~J 111'ClJVIr 'I I
: 1 1 ~ - ~i" =: i:::I~I]1 i ' i I~ '-;-~\=::Z =:, "1~ = j' j i: i
----1,- i '>ltcgJ 0 :IUO ~-t-ww~--r -----r---t--------- I~ -;,,-ncr-t ,~o' cgJ~il : ,-1----'-- ~ ~
" : ,: D , 1 r=l=, ~ M ~ , ,I ' LIdJ M ~ r=l=,;;j , D:,: 'I I ,\ ~
',I I ,ii.1I I I 110 ( _I I! _ wI! I' i I W L I I I lIeU: 011 I I II.Ur ---.l I " ~ ~ ~\
-4-\'.11 IU /1, Rl II ROOM I I ROCM '11M1 /-h- 111.i!l---' Vi'
! II i 'I! " / ( I ~ 11= -r.t 7"""" L=~) 111104 I i I' I II I 114b I: L -1- J "I w' \ ' / ill i 11,1 I
, : i , ~l ". . 0 l e--- ,.~: l+. ~ +r. : I ",:;= [" I' 0: J ' -/ , ,i !
----iT' -- , - ~ ----- --- --- ------, · - ~ -T1 t ----,1---
____ I I -.:::fl r ---- I I I I. I r It:. I
I r--- : ~. , I~ : ~, I I I I - : /I I ~ : - I
I, ': iJ. ~ "",,'" ,j, ~i I I i- .:. ...~ ~ .:. -i' I ,
! I ::q;a~ 111 ~ lC?"~". 'i' ~~ ~ Ul\ a1~~ I ! I
I ! D: SUITE ....." t") III . , U 0 11'n' SUITE : D ii, liD f"1l '" '" ~ . · '" - ~ D i I
I 1101) I \:: 1102 - I I I I I I OJ I ItJ I
I, -~-II-;-- ltn-~-II- I ------ i ---r--- i ------1 -~O U-~-:~-- ,I ,
! I I u ' 'I' ; I I I , I
, ~ l I I I I I ~ I
~ 4-----;------ --- i---n--- -l----- -- ---t ----t-----l----------l------ ---it-- ---- ---,- ----W ;
-- - --1- --- L- ---- -"1----- ~----- ---L----t---- -'-- - --- - --,-- -- --i'- -- ---- --1- -- 1-- -- -.1---
-- - --+ - --t----- - - -t L-_ -- -- -i - -- -- -- +- __-L--_ -- +--- - - -- --!-- - - -- -+ -- -- - - -t--- +- -- --j---
j ~'_~ i 3M ! i 34'4 I 34'4 I 34t, I 34;4 I 34'-0' i ! 34'-0' i ~'-o' i 24'-0' 1
~
0.
I
~
==
o
~
'0
1
~
b
I
"2
0.
I
~
'0
I
~
0.
I
0.
fO
'0
I
~
N
~.1
F.q
J.7
C.3
D.q
F.1
I
Z ~ ~ I/~'~~ PLAN
GENERAL NOTES
o
KEYNOTES
o
6
KEYNOTES
6
LEGEND
11TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
NOTES
CLEARWATER.FL
J=L
, COLLIVIAN&KARSKV
ARCHITECTS
4301 ANCI-K)R PLAZA PKWY. SUTE 100 · T ANPA, FL. 33634 · VCJt:1:. (813)884.2000 · FAX: {813>884.0700
email: crchitect@collmcn-kcrsky.com. website: www.collmcn-karsky.ccm
AA 0001829
BY
DAlE
07.27.2004
BY
DAlE
REVISION
NO.
JEVmK)N
PROJECT .......
04034
DAlEo
CONSULTANT
A311
o
+- 161-0'
J I 1 I I I I I I
I ! j ! ; ! i ! !! !
I ------l--------------l~--1--------------L-------------l---------~--------l--------------l-----------~--~1--------------1-------1-----------1-~
rt- I I I I I I I I I I I 1 I I I I
, I I I' I I I ' I I I I:
--~------------r-------------I---------t--------i--------------I-----------~-- 1--------------i------~----------I-__1
- -- --L - --- ~- -- -1--- -- - --- -1- --1--- - --1-,:--
I I I / I I I
I I' I I I I :
I I I
-+-~---li--
1 I ,
I I I
-t-----ri--------
I I ,
I I I
----------f---
i i i
I I ,
-+----+i--
! 1 i !. j i
-----,--- I ---T----- -T-----\i--
i ! i i ,-- i I
I I I I, I
I I I I I I
I I I I' I
-----+----T' ---+----- -+-+----1---
'I I, I
I I I I I I
, I ' ,I ,
I 1 I I: I
I I I I I I
I I I ~ I: I
- -- --r- - -- +- -- ~--- -- - ~-I-- --1---
I I I I I I ~ ~
, I ' ,i . \ ~'/
I ; I I, ~
I I I ~ I" VIX
I 'I ~ I: I
-----+r---t----tT----- -tt----,---
! i ! i i i
I ' Iii
--------u----T------!------i=------------- -----,
------ , ---T---' ------ I ----1---
! Ii! ! i!! i i i i
i ii,' ! !,! ! ' ; i i i i
----tt---t-------d-------+-------+---+---t--------I-------+I-------i---tt-----j---
~------,---------------_1l---------------l----------------~------t-----__l----------------l---------------ii----------------,-------+J ,
- -- --1-- --L - --- __i 1- ____--L_ -- -- __-L- - --t-- -- -L-___ -- --,-- ---- -tL- ------1- --1---- -J---
--- --+---{-- - ----- t L-_ --- --+- --- - --+ - -- ~-- -t- --- -- --!--- --- -L!____ - ---t- - - +-----j---
j I~'-O' i 34'4 ! : ~_~ I 34'4 I 34t I 34'-~ I 34'-~ i ! 34'-0' i ~'_~ i 24'4 j
ct (3 D.q F.I j
GENERAL NOTES
2'l1-0'
24'-011
301-0'
2QI-0'
38110'
2'l1-0'
2QI-0'
301-0'
161_011
o
KEYNOTES
o
'0
I
~
"
b
~
'b
I
-:q-
'b
I
~
'0
I
'0
en
'0
I
~
::
o
I
~
I
Ii
I I
Ii
I
'0
I
'0
en
"0
,
~
'b
I
~
B---
aecT.
o 1121071
o
o
D
KEYNOTES
D
LEGEND
12TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J:=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 A!\01OR PLAZA PKWY, SUTE 100 · T AWPA FL 33634 · VOCE: (813)884.2000 . FAX: (813)884.0700
email: architect@collmcn-kcrsky.com. website: www.collmcn-kcrsky.com
AA 0001829
F.q
BY
DA1I!
REVISION
NO.
07.27.2004
JEVISION
J.l.l
J.7
04034
I
Z ~ ~Terll!~~ PLAN
DAT6
CONSULTANT
NOTES
A312
GENERAL NOTES
24'-011
o
~ Ibl-O'
I I I I I I'
\ I ' I I ' I
, I ' ; I '
I ______l--------------l~--1--------------L-------------l---------~--------l--------------l___________--l__~1--------------1-------1-----------1-~
rT- I I I I I I I I I I I I I I' I I
: I I I ' I I I' I 1 I ; I I I I:
H- - - --- - i --- - - --- - - --- - i - -..,.. - - --- -- --- - -,- - - --- - - --- - i --- - - --- - t --- - - --- i - --- - - --- - - --- j" - --- - - --- - - --; - - i - --- - - --- - - ---., ---- - - -;-- ---- - - --- i ---j
~----U_---L~---- , --~--L---+--~~~---- / ~_~_~__1~-~l----J-I--
i i i i ; i i i i :
. I I I I I I I
~----~~ --~--~---t---+----- ~+----~~--
I I I 10 I I ·
-----It~ --~-~~--~+--~-t----- 0 _~~___J-1~_
: I I ' Iii i
I ' ' I ' ' , I
-----:+- ----~+-----'-~--+----- +--~-+i--
I ffi "~ ~ ' $JOE ~ ,-- I
! i I ~I '\J ~~'4'\-s- ~ 1. 113341 i I i
i i ~ \")'i~' '?~ ~~ I',.i I,' 1\
I ; ~~. 1J>fl....0 , V
I I
i I
I
I ! ! ~lW i !:I ! i !
: I I I I: I
----,--.-- -,------ --~---,------ ---.--1----,---
: I I I: I
'I! aRJ ~~ i ! i! ! $JOE $JOE j,l i
I I I 13()j, I I I' I I 113441 113451 I: I
~---1t-- --~ ,-i------*---t~--tr--~---i --- ---tt-~--i---
j i I I; Ii! i
I I I · I
I I
----:+~- , ' I -~-~-~ i ---T--- i ~-----I--- -- , , -- , :~~--~!---
! I I ; I ; 'i' , I' I I ! I
i i i ! ' ! !,! ! ; ! i i i i
--~-tt---~~---~-t~----~~--~----+~--t---~~-----~-----~~~-~---~i--~t--~-i---
{ 4 - - --- - ,--- -- --- - - --- - - i- - --- - - --- -- ---l- --- - - --- - - --- -- -r -- --- - t --- - - -t - --- - - --- -- --- -l--- -- --- - - --- - - it - - --- -- --- -- --- ,- --- - - --U ,
_ ----1-- __ L ~ _~__ -~j----- _--L-__ -- --~ ~ -- t-~ -- -L-~ -~ ---~,--- - -~I' __1 1- I
____~+---t-----~-!L-------J------~J----~---l-~------1---~---J------ -+ --- + -~---i---
" i! i i! i i ! j------- ,---, --~--,-~~
! 1"-0' I 34'-0' ' I 34'-0' 34'-0' 34L. 34'-0' 34'-0' I' 34'-0' I "'-0' I 24'-0' I
&
Ibl-O'
301-0'
2QI-0'
38110'
2'1'-0'
301-0'
2Q'-O'
2'1' -0'
o
KEYNOTES
o
a
-'
~
b
~
a
,
~
KEYNOTES
~
~
'0
,
~
b
,
~
a
1
~
LEGEND
b
,
a
en
b
I
~
- - - - ------ - ...
13TH FLOOR PLAN
..
<:)
,
'-:t
N
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ.K)R PlAZA PKWY. SlITE 100 · TAWPA, A.. 33634 · VfX:B (813)884.2000. FAX: (813)884,0700
emai1: crchitect@collmm-karsky.com. website: www.collmm-karsky.com
AA 0001829
BV
DATI!
REVISION
BY
DATI!
REVISION
F.Q
H.I
J.7
04034
F.I
D.Q
C.3
DA1&
I
X ~ ~rlnr.~~ PLAN
07.27.2004
CONSULTANT
NOTES
A313
'0
,
-:q.
<"l
I I I I I I I I I I I I
!! ! i ! ! ! i! ! ! i ! !! !
I ---J--------l~--L--------L------J-----~----L-------l-------.J--~L-------J-----L------L_,
~ I I I I I I I I I I I ' I I I I
: I I I I I I I I I I I I I I I I:
Ii - - - -"i - - - - - - - -"i - - ~ - - - - - - - -,..-- - - -- - - -"i - - -- - t - - - -"i - - - - - - - -, - - - - - - - ---; - - "i - - - - - - - -., - - - - -. - - - - - -., --1
-----U----L----- , -----L---+----L----- / -------1---1-----J-~-
[ I i j j ! i ! . j i
-----H-- -----+-----t---+----- -+-----I~--
: ii, i i i I
~ -----~- -----t---+---i----- I~-=- -t-----ri--------
I I SUITE I I I I D I 14112 I I I t
: 1 114fT I . I 'I 0 I I I
-----I~- -----~---+---~----- -~-----l--+---
: I 1 ' I I I I
I ' , I ' , '. '
-----,+- -----t-----'-----+----- -+----+t--
! i j ! i i i :
I I I I I I I I
-----,T- -----,---+---T----- -T----r--:---
, ewlE I 5llI1E 1-- I
II 1141~1 i i I II~I i: i
! ! ! i ! ! ! ~
----i+- -----+-----t---+----- -+-t----I---
:. i~ i ' i L~ i:.j
I , I I ' ; I ,
I ! ~ !i! i ! 0lJ! i !
----iJ-- --- I: -----t----+----t----- -J--i----!---
: I I t I I: I
I ' " I" 'I ;
: I I I i I I I : I
! j ii, j i i ! j
I I iL ~ ~ I 't I
----1l--- I ,-1------1:--- , ---TT -----,, I --T,----I---
j j i 'i! ! I! ! i ,ii ! i
i j ---j---------~---------L---------L---+---J----------t! _________~---------L--- i ' i
- ---f+---- t------- -+r-- - --- -f- - - ---- + - -- T- --+--- -- -- --,---- -- i!- ---- -- -+- - - , - ----1---
I j j ! i ! ! i! ! i ! i i ! i
i i i ! ' ! !,! ! I ! i i i i
----It---~------t~-----~-------+---t---~------~------~~------i---t----i---
~ ~----,---------_ll---------l----------~----t---__l----------l---------ii---------~,-----JJ ,
- --- -1---- L-- - -- -~r-- ____-L_ ------ -L- - ---t- __-L- - -- - ---;-- ---- -tL --- - -- J- --1- - - ---1---
- --- - +- -- t-- - - -- -f L-_ -----f- -- - - -- + - ---'-- - --~- -- - - --!-- -- -- ~!- ---- ---t - - - +- -- - -j---
i j ! i I I! 1 I I ! j i i
t 1&'-0' 34'-0' C.3 34;-0' D.q 34'-0' F.I ~ F.q 34'-0' ~.1 34'-0' J.7 34'-0' "'-0' 24'-0'
~ I~'-O'
I
30'_0"
2<=11-0'
2<=1' _0"
38,10'
2'11-0'
2<=11 -0'
GENERAL NOTES
30'-0'
I~I-O'
241-0"
o
KEYNOTES
o
a
,
~
a
I
~
6
KEYNOTES
6
C
I
~
,.
<:)
,
C
en
C
I
~
LEGEND
'0
I
a
en
'b
I
~
14 TH FLOOR PLAN
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 Af\JCl.K)Q PLAZA PKWY. $UTE 100 · T AWPA, A... 33634 · VQlC8 {813>884.2000 · FAX: (813)884,0700
email: architect@collman-karsky.com. website: www.cottmal-kcrsky.com
AA 0001829
NO.
04034
BY
DATE
REVISION
BY
DATE
AEV80N
I
Z ~ ~TEr'/,!.~~R PLAN
DA....
07.27.2004
CONSUlTANT
NOTES
A314
GENERAL NOTES
ELEVATION: 1"41-0' NVGD ~ I
ROOF ELEV. '" L 1400
"<t" I
I
<s-
L 1300 I
~ I
I
<:r
I
.. L 1200 1
"<t"
I
<:r
I
;. Lll00 I
I
<s-
I
.. L 1000 I
"<t"
I
<:r
I
;.. L qoo
I
(r
'"
0 L 000
,
-
;..
I
(r
b
I
0 '"
!:Q 0
- \
':or
I
(r
;.
I
'(r
;.
I
(r
~
I
'(r
~ L200
\
-
ELEVATION: 141-0'
BASE FLOOR ELEV.
ELEVATION: ,,1_0" NGVD
GROUND FLOOR
o
~ ~
o ~
t I~'-O' t
T 12'-0' T
I I
I I
I I
I I
@
2t11-O'
N
L M
I" '-0'
F
G
H
J K
121-0'
301-0'
241-0'
301-0'
2'11-0'
2t1'-0'
38'-0.
2'11-0'
STAIR R<<lF
AROII1YCTURAL PREr:A5T
BALU5TRADE AND URNS
--,
\
--l-
t
--I---
1m
__L
1m
__l
I
..
o
1
~
L GI
~
\
<:r
I"IOtU"IEMTAL STAIR AND BRIDCiE
00 GULFVIEW DRIVE ELEVATION (WEST)
_ SCALE: 0 := 01-0' NOTES
aEVATORl"IACH1NE RaJ1
METAL R<<lF 5CREEN
NALLS
ALUMIU1 DCX.R 5YStB1
i. II11l TIlTED GLA55
I
I
I
I
r
AUI1ItU1 GlND RAlutG
SYSTfJ'I
STUCCO SY9ffM
NCi SYSTfJ'I
EXTERIOR ELEVATIONS
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
'J=~
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ.K)R PlAZA PKWY. SUTE 00 · T ANPA. FI... 33634 · VOCE: (813)884,2000 · FAX: (813)884,0700
emai1: architect@collmm-kcrsky.com. website: www.collmm-kcrsky.can
AA COO1628
BY
DATE
8Y
DATE
REVISION
PRO.IECT NUMBEAo
04034
REVISION
NO.
DATE.
07.27.2004
CONSU. TANT
A400
24' -0.
C0
@
2'l'-0.
,,,1_0.
30'-0.
2'l'-O.
38'-0"
2'l'-0.
2<l'-O"
301-0.
'" '-0.
L 100
B.fVATOR MKJ.IINE RtD1
METAL RaJf 5CREEN
WALLS
STAIR RaJf
ARC.IITEaURAL PRECAST
BAI.U5TRADE AN> URNS
L 1400 ;-
,
0-
1
,-------- ---------- ---- ~-
I
--- r-------- --------~- ---- -~
f
--- r~~------ ---------- ---~ --
!
--- r-------- ---------- -------
I
--- t~------- ---------- ---- --
I
--- t--------- --~------- ---~ --
! I
--- t-------- --------- t-- ---
I /
I I
I f
l I
I I
I I
I
I L 1300 1-
I 0-
I L 1200 1-
I 0-
I L 1100 1-
I 0-
I I
- --~-- ----- ----------------- l--~---
f
1------
I
1-~~---
I
1------
f
1------
I
---~--r -------~---------
I
~---~-I
I
------1
I
------,
I
------~
L 1000 ~
I
0-
I
-- ---- ---------- --------t ---
I
-~- --- --------- --------+ ---
Lqoo ;-
I -'
I ~
f L800]>
I =
I L 700 ~
, -
tr 1>
_ b
<::> !:n
,
. ".:....,:. ~
L500 j
c:r
L300 j
c:r
200 J
~
~
~
~
.' . ." .
. .:. .'. .,' :", ....
DO -- - ,--.. ---,: -.--. -- D D D D D D - ,- - ,--------:.--.
~~ ~:~:. >.,.." ....~ :.~~.:: ~:. ":.'~ :':;:.<>'~': ~.:'~ ,','
" ',' .
"'-.' . . . -.. ..
. ". .'. " .. -.; . . .-
.. .. . '. . ..
:: . .: ,','.~..: . ". :: . ,'.'..'.~.":..': ~ '",
" ;..'.";..' . ~..
. . ~ ,-.
. ....... ".. " '.
". .' . ~,' ':.
AROIITE'C1'URAL PRECAST
CDGETE
00 CORONADO AVE. ELEVATION (EAST) LOWER PARKING LEVEL
_ SCALE: 0 = 0'-0. NOTES
GENERAL NOTES
ELEVATION: 1f,4'-O. NVGD
ROOF ELEV.
AUI1ItU1 WINDtJtf SYSTB'1
NTH TINTED GLA55
AU.I'1ItU1 GUARD RAlUNCi
5Y5TB'1
STUCCO SYSTEJ1
PAINTED METAL LC.lNER
=
C
I
~
b
I
(0
ELEVATION: 14'-0.
BASE FLOOR ELEV.
ELEVATION: "'-0. NGVD
GROUND FLOOR
EXTERIOR ELEVATIONS
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 Ar\O-02 PLAZA PKWY. SU1E 100. TA/VPA, FL. 33634. VOICE: (813)884.2000. FAX: (813)884,0700
emai1: architect@collmCl1-karsky.com. website: www.coltl11a1-kcrsky.com
AA 0001829
BY
DATE
REVISION
BY
DAlE
REVISION
NO.
04034
DATEe
07.27.2004
CONSULTANT
A401
2 3
14'-0' 24'-0" 30'-0' 301-0" 30'-0' 301-0" "'-0' 14'-0' 30'-0" " 1-0.
, , I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I 1m
I I I
I I I
I I I I I
I I I I IT]
rn!
I
AI.U1tIJt1 NINDCJt 5)'51 B1 I CD
HITN TINTED QA55 I I co!
I I
I I I [01
I I I [[]
I I I OJ!
I I I OJ
I I I I
I I I
I I
I I
I I
I I
I I
I I
PAINTED mAL LQNER
NRN& 5Y5TB1 I ,
-- .-. n_ ~_..., -.--.'..-.---. -._- -_ ....... ,."__... ._,,_ ...___..._....____ __ __ ."... _____... _.._......___nn____..._.._ n... ..-.-...-.______..,__...__*4.__
01 5OUT~ ELEVATION
- SCALE: 1/'" == 1'_0' NOTES
GENERAL NOTES
B.EVATOR MN:NINERGQ1
I'1ETAL Ra7 ~
HAU.5
L '400 ~
I
a-
ELEVATION: I~'_O' NVGD
ROOF ELEV.
L 1300 ~
''It"
I
a-
L 1200 ~
I
a-
L 1100 ~
I
a-
L 1000 ~
I
a-
AI.U1tIJt1 ~ SYSTB1
WITH nNTED GI.A5S
L qoo 1-
a-
.AI.U1tIJt1 GUARD RAIUNG
SYSTe1
b
L 800 d..
<::>
L 700 _I
b
'" I
1"0
_ \.0
cr- -
LW01-
a-
PAINTED METAL 9CREEN
LSOOJ
cr-
~
L 400 _,
cr-
L300J
cr-
STUCCO SYSTEM
L200 J
::
<::>
,
~
L 100
o
1
<0
ELEVATION: 14'-0'
BASE FLOOR ELEV.
ELEVATION: "-0' NGVD
GROUND FLOOR
EXTERIOR ELEVATIONS
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
CLEARWATER. FL
J=L
COLLIVIAN&KARSKV
ARCHITECTS
4301 AN).K)R PLAZA PKWY. SlJTE 100 · T AWPA. FL 33634 · VOICE: (813)884.2000 . FAX: (813)884,0700
emai1: architect@collmal-karsky.com. website: www.coltrTIal-kcrsky.com
AA C001829
BY
DATE
REVISION
CONSULTANT
BY
DATE
REVISION
04034
DA15
07.27.2004
A402
B.fVATOR MAOUNE RtD1
METAL RQ7 5CRf.fH
WALLS
ELEVAT'~: '''4'-0' NVGD $-
ROOF ELEV.
AUl'ltU1 NINIXJ4 5Y& I fh
NTH TINTED GLASS
ALll'ltU'I GUARD RAlUNCt
SYSTB'I
PAINTED METAL 9CRf.fN
STUCCO SYSTB1
ELEVA T'~: 141-0.
BASE FLOOR ELEV.
REV A TION: "'_0' NGVD
GROUND FLOOR
L 1400
L 1300
L 1200
LIlOO
;. L 1000
I
cr-
1" L qoo
cr-
..
<:>
~L800
~
I
.. cr- L 700
<:>
I
c=
l.O <:>
- I
1"LWO
0-
JLSOO
IT
jL400
IT
jL300
IT
JL200
'0
I
~
L 100
$- '0 L GI
,
Co
01 NORTH ELEVATION
- SCALE: 1/"'. :: ,1-0' NOTES
GENERAL NOTES
. "- .. --.------.--....-.-.--., ...-.._.._.~--,..,- -..--..... ---- - -....--.-----.--.... _.___~._...u ____...._____ _n__..._ _._ .,." _~_ __'_ _ _n_n_____.___....._._._h___.___._ _.____. __
EXTERIOR ELEVATIONS
PROPOSED HYATT
CLEARWATER BEACH RESORT AND SPA
OLEARWATER. FL
J=:L
COLLIVIAN&KARSKV
ARCHITECTS
4301 ANQ.K)Q PLAZA PKWY. SlJTE 100 · T AWPA. R. 33634 · VOICE: (813)884.2000 . FAX: (813)884.0700
emoil: architect@cotlmoo-karsky.com. website: www.collmoo-kcrsky.com
AA C001829
IV
DATE
DAlEo
07.27.2004
IV
DATE
REVISION
NO.
REVISION
PRO.I!CT N.IRRo
04034
CONSULTANT
A403
....
A PARCEL OrLAND LYING IN SECTION 8. TOWNSHIP 29. RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT 57. LOT 104. THE SOUTH 20.00 FEET OF LOT 56, AND THE SOUTH 20.00 FEET
OF LOT 103. OF THE LLOYD-WHITE-SKINNER SUBDIVISION, AS RECORDED IN PLAT
BOOK 13. PAGE 12, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER WITH LOT 105. LOT 106, AND THE NORTH HALF OF LOT 107, OF THE
LLOYD':"WHITE-SKINNER SUBDIVISION, AS RECORDED IN PLAT BOOK 13, PAGE 12, OF
THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER WITH LOT 58 AND 59, OF THE LLOYD-WHITE-SKINNER SUBDIVISION. AS
RECORDED IN PLAT BOOK 13, PAGE 12, OF THE PUBLIC RECORDS Of PINELLAS
COUNTY, fLORIDA.
TOGETHER WITH THAT PORTION Of THIRD AVENUE A 60.00 fOOT RIGHT-Of-WAY TO
BE VACATED. BEING BOUNDED ON THE EAST BY THE WEST RIGHT-Of-WAY LINE OF
CORONADO DRIVE, AND ON THE WEST BY THE EAST RIGHT-OF-WAY LINE OF GULF
VIEW BOULEVARD, ON THE NORTH BY THE SOUTH PROPERTY LINE OF LOT 57 AND
LOT 104, AND THE SOUTH BY THE NORTH PROPERTY LINE Of LOT 58 AND LOT 105.
TOGETHER WITH THE EAST 35.00 fEET OF A 70.00 FOOT RIGHT-OF-WAY OF GULF
VIEW BOULEVARD TO BE VACATED. BOUNDED ON THE NORTH BY THE WESTERLY
EXTENSION OF THE NORTH PROPERTY LINE OF LOTS 57 AND 104, AND ON THE
SOUTH BY THE WESTERLY EXTENSION OF THE SOUTH LINE OF LOT 59.
CONTAINING 1.63 ACRES, (71.068 SQ.FT.), MORE OR LESS.
LEGAL DESCRIPTION
n
u
0-
n::
w
>
n::
w
III
ld
-.J
LL
c
o
~
<{
-:t
"
o
lD
U
'-"
u
o
to
o
..--
4--'
Q)
J
C
.~
III
Q)
o
o
4--'
:l
<{
2-
<{
lO
'<t
-:t
N
o
..--
'<t
o
o
N
.........
(J)
.........
IX)
-
(Jl
~
--0
~
III
o
U
c
o
U
o
z
'-"
L
Q)
>
o
u
,,/"
o
0-
(f)
U
C
o
4--'
L
o
III
Q)
n::
L
U
o
Q)
OJ
. L
Q)
4--'
o
~
L
.0
Q)
u
4--'
4--'
o
>-
I
LEGEND
()()
().
"-
x
10
+ 10.00
- - -10- -
--
-- -
SECTION 08 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
z ~~-
o 00
- CD"
I- · .
<( ;~
" I- ~i
~ -At',:
o ~a'
A" ez
Z' xi
<( .%
~ ...",
I- :~'
CD'"
· ~Z
M..
~:!
~.
~~
,...
.... III '
_.
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
,.IiIt/)
- . ,...~"'.\-
'II':' >~',:'
"
'. .~"'. ,,' ", .
',;
,...~.\,
NEW STORM SEWER
NEW UNDERDRAIN
. 0
M
" ~
Z III 1ft
- CIft
Z j....
",M
X M
..
<( t-.
... 1:10
At 11I:-
t-~
Q ",0
...
X 0'"
<( z ..
.ei
... ...t-
III.
. ~~
.. ...~
- ".
~ '-11I
0...
\I ~"
.' ___________ I
...
<(
l-
X
III
'. ~
'X
0,
"
>'
X
III
EXIST. SAN. SEWER
NEW SAN. SEWER
_.1_1-1-
EXIST. WATER SERVICE
NEW WATER SERVICE
-..-------
NEW INLET
.
.
'I.
NEW SAN. MANHOLE
C.O.
- I -11)- I -
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
L """'.':"."'~
. . I ,r'. \' :,. I ,
---------
"""'~......
[' , . ,: ]
:........... .............h~........_................._..;....:..._"".~U..._...
I
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
.....,. -~-~-..- <
"-"0
~\.
"
"
"',
""
." ...~~, ',j.
"
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
PROJE T
SITE
M
8.F.P.D.
F.H.A.
F.D.C.
T.8.0.
T.&V.
METEr.
BACKI LO\'! PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE JEPARTMENT CONNECTION
TEMPLJRARY BLOW-OFF
TAP t:'JD VALVE
tiES Comm.: 0448
Drawn By: LB.
Checked By: H.G.
J.e
.....,',
f!"
07/27/04
Descri lion
",r
,
, 1 ~:
SITE DATA
PREVIOUSLY APPROVED PROPOSED
",'
T T
ZONING:
RFH RFH
LAND USE:
250 HOTEL UNITS 250 HOTEL UNITS
USAGE:
LOT AREA: 1.63 ACRES 1.63 ACRES
153 UNITS PER ACRE 168 UNITS PER ACRE
DENSITY (HOTEL UNITS) (HOTEL UNITS)
FRONT: 0' 0'
BLDG.
SETBACKS: 0' 0' .
SIDE:
BLDG. HEIGHT: 150' _150'
IMPERVIOUS SURFACE RATIO: 1.0 1.0
(I.S.R. )
800 SPACES 750 SPACES
PARKING: 400 - HOTEL GUESTS/ PATRONS (350 PRIVATE HOTEL VALET SPACES)
400 - PUBLIC (400 PUBLIC SPACES)
250 HOTEL ROOMS x 1 PKG SPCE PER UNIT = 250 SPACES
PARKING CALCULATIONS: TOTAL REQ'D = 250 SPACES (FOR HOTEL)
400 SPACES PROVIDED FOR PUBLIC
C 1 ~.1x
'~;~\'
.' :l'~..
t "'i
::J:
(.)
<C
w
CO
'0::
w
I- c
~ ~ ~
." 0::: c
~{,<c :i .'. .
-,Ij W ~ a:::
1; ,
) .(.).... . "3: c,>. :
.~ ' wO>.
i~ I- . s: 9:"
;-,; I.L. ........ ......
~ ,I- -,zc"
i .<(<(::>>002 '
I; >-D. C) ~.o"
1 ::J: CI) i= (.) ~
:: tiJ~ 5 ~ ffi
J CI) I- UJ otJ I-
4 Oo::oo~
D.O('t)oo:::
OCl)otJ~~
O::UJcno~
D.O::~~(.)
INDEX OF SHEETS
I"
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 CIVIL SITE ~"LAN
i
C3.1 CIVIL SITE JETAILS
i
,
PREVIOUSLY APF"ROVED SITE PLAN
i
<C' ..:".:.
,'"
~"'~
~,e"
, c::l~~!
'. . "..'
.t ,,'~~;
'W,
I-
~
en..
''',~
.......
..... . ,:
>".(.'.....
. /:
--';
C""",
;;.
,
",
;-r ,,:'-;;","'"
~ I
j ,",'; 1,'-
FLOOD ZONE INFORMATION
o ~(C~~wT~
u
Q)
III
o
0-
o
L
0...
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE "VE" B.F.E.13, "AE" B.F.E.12
PER fLOOD INSURANCE RATE MAP 12103C0102G
MAP REVISED: SEPTEMBER 3, 2003
AUG - 9 2004
IX)
'<t
'<t
o
,,/"
III
4--'
U
Q)
'-.
o
L
0...
o
<{
u
o
4--'
:l
<{
'<t
o
o
N
./'
x
...J
<(
%
---
C!)
..-
~
o
PLANNING & DEVELOPMENT
SERVICES
CllY OF CLEARWATER
1ll1S DRAWING IS AN INSTRUMENT' OF'SEIMc~' i
ENGINEER, AND sHAl1 NOT. BE ~.)
THE Of-//j'j-jE ~~1 ..,.. \:.. ."
(l,:;."1-\\-:"~'-t,,, v
f < ,_.;;t,'~. .
l .J,'3~;'~"_,~'r~~ :/f:
W "'.,,'
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
ALLAN F. OSLUND, PSM # 4659
. ~--'
u-__r""~ j i'
S.W.F.W.M.D. / EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2, THE RffiNTlON AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOlTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PlAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RffiNTlON AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE Atf( ADVERSE WATER QUANTllY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOlTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RffiNTlON OR SWALE AREAS SHAll BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 & 400-40 F.A.C. CAN RESULT IN A PENALlY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE,
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACIUlY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH Am OTHER
SUBSTANCE THAN STORMWATER.
3. SWAlE AREAS SHALL BE KEPT CLEAN AND FREE OF Am OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH .THE APPROVED PlAN.
I
I
I
,
. i
!
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RffiNTION POND) FOR SILT AND SEDIMENTATION BUilD UP, THE PIPE
CONVEYANCE SYSTEM SHALL BE Fl..USHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED, THE RETENTION
POND SHAll BE KEPT MOWED AND THE BOlTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOlTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILllY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIl, GREASE, CHEMICALS, ETC.
THE POND UNDER DRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFllTED AND
Fl..USHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMllTED FACILllY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMffiR BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE V1CINllY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION BASIN:' THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF Am RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RffiNTlON AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RffiNTlON AREAS MUST
BE TOTAllY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANlY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRlY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
I
. i
j
':E
'<
,...
~
,...
M
!o
,""
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MAlTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MAlTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMllY
COEFFICIENT OF 1,5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER, IF THE PERMEABILllY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT mE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE' SHALL CONSIST OF PO~YVlNYl CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN {16} 3/8 INCH DIAM8ER ~ERFORATlONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOlTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALlATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALlATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS':"BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILllY
SHALL BE INCLUDED IN THE AS-BUILT SUBMllTAL.
I~
'0
rt::!
ire
;:::
oj
'~
Ii
.w
!>
': 0
~u
. I a;
ia.
:cn
1'0
.C
I~.~
'0
':3
I' 0::
f>fi
! l8 .
'~m .
"-
CD
-
(\J
-~
'11l
IJZ
1.0
I ~,
-(\J
I: >- '
J:,
1'0.
kCD
II/)
.!' 0 .
Ia.
Ie,
,0- .
~ I
100
i~
is
.. ~ 0
! CD'
t'[
,0-
:0
!<S
'0
1-
:::J
.<
,"""
'0
,0
.~
x
CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PlANS. IT SHAll BE THE
CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHAlL BE REMOVED WITI-fOUT WRIlTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPAm. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COM PAm.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING Am
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTI LIlY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALl
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT Will NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD Am DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9, DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINllY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, ClEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY,
STREETS, STORM SEWERS, WATERWAYS, AND EXIISTlNG WETLANDS.
WATER SYSTEM NOTES
1. PER ARTICLE 41.03(B}(1} CllY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFORM Willi LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3, ALL DUCTILE IRON PIPE SHALL BE ClASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEAlED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FlmNGS LARGER THAN 2" SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI, JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-l11. FlmNGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE ClASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. ALL FlmNGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CllY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE Fl..USHING AND DISINFECTION.
11. PER ARTICLE 20, CllY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
DJ.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR 'WATER DISTRIBUTION SYSTEM SHALl
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPiNG AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FlmNGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW W.ATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS SEEN COMPLffiD AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY SEWER NOTES
1, ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FlmNGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321.
ALL SANITARY SEWER PIPELINES SHAlL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE ClASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE DJ.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHAlL BE TRAmc RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PiER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILllY. :
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMIlTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALl
PARTIES IS THE CONTRACTOR'S RESPONSIBILllY.
i
I
WATER/SEWER CLEARANCE REQUIREMENTS
I
VERTICAL CLEARANCE AT CROSSINGS
GRAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE lAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT mOM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREMENTS (CON'T)
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH DJ.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFlWNG; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVllY SEWERS OR FORCE MAINS SHALL BE INSTAlLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSTAlLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOlTOM
OF THE WATER MAIN IS AT lEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI 10 ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED, A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHAlL BE TREATED LIKE A SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARAJlON SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS. NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRllY AND PROTECTION
OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAl AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPAm. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLlAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED, DEWATERING SHALL BE USED AS REQUIRED.
3, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PlANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAl REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATlON(S} OF THE STORM PIPES(S}.
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WAlL(S}.
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING a DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRffi AND ANY STRUCTURE,
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAmc PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERlY & R.O.W. SHALL CONSIST
6" THICK CONC. ON COMPACTED GROUND
TO 98" OF MAXIMUM DENSllY.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S}
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRllTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR Will BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S} AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S},
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S} AND/OR UTILITIES AND/OR
THE BUILDING(S} AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVlDEO IS FOR
INFORMATIONAl PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBilITY
FOR THEIR PREPARATION, COMPlETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAlO SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUOING BUT NOT L1MlTEO TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBllIlY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, Am
AND AlL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF Fl..ORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRllTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHAlL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RffiNTlON AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBIlIlY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID Fl..OODING OF THE ADJACENT
PROPERTIES. Am FLOODING THAT MAY OCCUR DUE TO HIS WORK Will BE
THE SOLE RESPONSIBILllY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
.. ,". ..-'-
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S}, CONTROL STRUCTURE(S}, INLETS
&: PIPES WITH TOP & BOlTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFl..E. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHAlL PROVIDE TWO COPIES OF THE CERTIFJED
RECORD DRAWINGS TO THE ENGINEER. ' .
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
z =~
o 00
- CDU
... . .
:~ ~i'
... -.... 0='
~ -A....
o ~~
~ bi'
% )(~
~ ":a:
A: M. U -,
... ~ ~ ':
~'^
0011I
· "'Z.
. .
.. ""..
Jt# "t..
~ "t..
... t: ~
Z '" I
UI t: III
~
%
o
~
-
>
Z
UI
';i
::t;, /~l
. .; :~,,,,,,~,,,..,~i~-'~"
'~I_~
-i- "
.r :~:
."'t.o;,oo;'l~"" ..,...
)111". "'/}.
.. , '. -
. W. .
.ir
- -
, -
... ." -.
. ,
.. .,~. :
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OFI
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, i
2. AlL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION,
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFl..ICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF Am CONFl..ICTS OR DISCREPANCIES BEFORE PERFORMING Am WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT lEAST 48 HOURS NOTICE TO THE VARIOUS
UTILllY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" I
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE !
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALl '
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINllY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
I: .
I
,-
I
I
I
o
. "" -
" ~
~ E~
Z :>....
Z '^~
~ ..:..
.. ="
A. 0= 0=
It!. 1:0
... ...
Z AM.
Jt# Z ...
~ ..15
.. ... t-
Ill..
. ~~
~ ... a=
Iiiil u..
~O:J
\I ,~U
~ "
8. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED iTEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAl AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMllTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE: CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
E~:PENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED MOUNu PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100" MAXIMUM DENSllY AS
DffiRMINED BY MSHTO T -99.
12. Sri'E WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTiNG CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
. MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. Atf( WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD. .
15. TH'.: SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF AlL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE Fl..ORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACC.EPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FlmNGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE. '
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO ClAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER Am PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND H.EALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29_ C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH I
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER" 'WATER LINES, FIRE LINES. ETC., TO 5' OUTSIDE I
OF THE BLDG(S}. THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES, ANY UTILllY WORK PERFORMED WITHIN 5' OF THE .!
BLDG. SHALL BE THE RESPONSIBilITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAl, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS. -
25. ALL WORK SHALL BE PERFORMED AND FINISHED IJIl A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE: ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTI~ES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRllTEN APPROVAL FROM THE ENGINEER.
i
27. SIGNS, BUFFER WALLS & FENCES ARE: SUBJECT TO SEPARATE SUBMllTAL(S} AND
PERMlmNG. DEVIATIONS SHALL RECENE WRllTEN APPROVAL FROM THE ENGINEER.
f'
c..
-0
g s;:
~ ~
OCJ)~
"Tlm
O::Doo
r-<o
!Vom
~rn~
..; 5
~ -0
:IJ ~
~
c
U,
I
<D
:t:
'(.)
xc(
'W
"m
0::
W
I-
<
G~
fO::'
f<c ;~
W
t
.j....
t(.).
l,., _.
I'
I
I ·
\ !.
, ,
L.
"P
:._s~
t'.
I
. , it!
;~' :',' ,'.",
, -. '..
. : ;!li;jDi'
[j~~ERNAT'VE
SUB CEPTUAL
JECT TO
FINAL DESIGN
& PERMITTING
f- -
1 'r~-r1
1 1\ /1 I
II/X\I{
~,L--i. ~
---~
::E
c(
~
en
~
~
~
.~
o
~
en
~
ol
~
y
I
~
ill
t:
m
co
0.
m
"0
c
co
1::
o
I/)
~
.c
u
co
Q)
m
~
Q)
-
co
~
co
Q)
U
~
co
>-
:r:
"0
Q)
I/)
o
0.
e
0.
,
co
~
~
'e-
0.
c
c(
o
.9
::J
c(
'V
o
o
~
. X
,
,
I
SEE ARCHITECTURAL PLANS FOR
LEVELS 1 THRU 14
I
I
,
I
,
f 2 Leva PUBLIC
I PEDESTRIAN ACCESS · I
LOT W I USE AS · w,
\ I 9 . OUTDOOR cfr:Ef;7MENT FOR : .3,
PROPOSEDE~ · 3:'
PROMENADE · ",
'-- J5', · 0::: I
J en 8J.J6'-\-- "" / J5': r--NEW
... +~-:-' '),.~ ~ I · 1, ( RI'6 EMANL HOLE
n, I _~. ~~ . , IYI. 55
~~ '- - -~' 'V,ii, /~" - - -' I=\=-- '~~~.O
, ~ iJr:::::!'~_~;._ '. l' - - -- -~ LOT 1 03
,r ---- _ . - · . ~. - - ~ C"
f " ,~"'--~.r7A r".- -.. --- .~~.r ~ - ---- ..,a~~.,~&
lANOSCApE--,.c- -v ~., ,'<f-. ~ /)1/;..! " i.;.~r ~~- - - .\~ - -;.. - -2~igo.'-;;. ._-.. . _ _ r ~~OHIGH
OJ (T ." ~ "-~~'/.IIiI/ 'Fno." "n_' ~ \.r-- - ~ - - - - .- - -.-L GkWAll
2, (\ ~ft' J,~ ~ WM' ~~IjJ1~ :~r- -.: . : .-hi" rJ.5 nlJ.:JF j;"RCP - - - - - - _ _ ; - -~'O LF. OF I." "",:,: - - - ~ --~-. -~
I . ; ~ ,~/: /~ RE ~W : , // - -----.:::-=~---_ ~ - · - ~----1-- ,- ./ ,':t,,~~,~
.
- ; - ..!g
> :;\ / ~ I I J)T 57 6.6 . ;;
Q, , . ~~J J'0/" : I' lX I.J I I 1.1 I I" S ~or J104 J - .....~,.~"'" [~' ,
iif Lor 11 ~ ~~~ __ ! · i : ~~p~~~:~~~ /- u~ \ 1;':-~-;7 ",..., r
1;;, "- "-:~' :)::1 · I <- , I ~J ~~g I
~' c ~~:~~~:I~vtA - :; - ... _ --cJ 'GIo \, ( c.,,~... ;;;~ , I
01 E I 4-1~i~1 {/ C1~ - · I +^ '?" ~- - - ~ ... - J..._ _ _ ,~" A~';;'";;?;~*f:/ /,f~V.r"lio
t;~ , - -_J\_ ,.4
- I \ /- /CONN~E EX. PIPE
. T _ 1;iiiL. 'I - TO_ ""g 1?&~4~lRUCJuRE
~~ 1 /( 1 " i~0.~j /j0 'u i!:~ L_," ~. ;' f.l/t;:;" , " ~1fVE EX.
l : .~ ""1_",~ /~Y.I ...:: : ~ + - - - -j. .r ......
~. -
EX. 8" WM - -
TO BE REMOVED
f -aT 1 2 .. 0".:"" "'I f.(, /! I~/ " 1/ :. I ... ~ - I I I I II ~i~l~lf.~ftJ ~~~~~. VAllEY G
" " ~ y y. ~ _ "!! I - - , I I I " I!<P;!!i;j~;~t . .,.. INDEx JolllTER
, I + - - - -~ - L__-1
. ., - -- ---.-,
:..-..,;~ \1'.8" FHA no ... - - ,Ill:: = L ~~=-TI
· ~ 0 BE RELOCATED ~ --
, - ---
t .! I . ' - _ Lor I - ~ r---i - I II';: ,/
C8J
,
lANOS~E ~./~(f:~6 / j/'~ +,' j i,'-" ... -- ...... _I~ _ ... ~ if L___.J ... _ ". ff ;o=-/~~~~
'" ~ Y ,. J' . ri -- - - 1CI D 6i i ~ , M&BFf:-:.:.:::. I
~," ~ 1/ V'u "L.j~~'.. - , _iii!! , ......'~;2 --- ..: Q
- - - - ~~)~ ! i i - - · ~ - -, _,_ "":=::---N ~ ~I~~~ <('
LOT 59
+
~~<),. ~ I ,-, I '
87.27' I" .,". ~ '~I!II~ i..."- _-1- , -- ->" I fI' I I I --. ~ I LO,I :....' 0
"'-, "'~~~~w"~ ,1:';j__ ' _, -'+~ J I 1""'. r ,I II 1o..r--- , - .
";}liJ -_____~ _ j .V ., i- ,
~. ~ - - - I
~ '
: , -N82~2"j~~~_~._ - - D 6.6+ ,'~~J.- ;
: , 1 45'~' 6'~7~)-- ""'" .. '-.II I -
r ,EX.8"WM \M '-=--~~ - - - - -.. , -
I I t--B' HIGH w -- - -
I VINYL S/OINI'IGlL WI - - - I -
J N - -, - - ....
: ' ...
J U 6.6 PART ,-
, J _.: _ _. Lor 107! .=
--- . .,~-
- --
N82"J6'JJ"W-- - - -, (M~) ::- ~ ~
100. 18'------.
CURVE
C 1 (r~
C 2 &;1:
P
C 3 \.M
,P
DELTA
1"50'28"
0"20'02"
0"1 0' 3 6 "
0"10'26"
1"39'48"
0"08' 33"
RADIUS
6227.52
6227.52
6127.52
6127.52
5982.52
6017.52
ARC
200.10
CHORD
200.09
TQNGENT
100.06
CHORD BEARING
S06"23'27"W
9.45
N08"16' 48"E
Nor 17'28"[
S06"18'07"W
18.89
18.89
173.67
18.89
18.89
173.67
86.84
LOT 56
,90 L r f
o 0.22/ F 18" RcP
CURB
EX JOO
LOT 1
)
6.6.oJ
,....,
-
,
~ CURB &:
RAMP TO
UPPER LEVEL
"
/
,
d
f
f
,
,
,
WM
I
,
+
'0'0
\><'
LOT 13
-
/
-
/
/
,
,
-
/
,
,
I
I
/
,
I
/
,
,
/
,
I
~
,
I
I
I
I
"
,.J
.:;..~~1~~~m,:;.;).#~r;.. ~
z =~
2 00.
.. CD~?
J. " ,;
.( ~It
... ~ a=\
D: -A.~'
O .... '" )
,.. " ,~
"t . At bll
~. V\ "
'. ,'," .. <tI/t "
I, . _ Z ' )( ~ l
l "c..( .J-'1
~;; ti."t .1" ~.. M
..' ~ ?,-_...,~...... 1~.:W\ .. ... \
~~I_t^',~,,~~:~
,~ ~::~.I ,j'- "- .; ~"'}.
.,~\ -lie". CD... .~
".;m'..'S'<..~..,iI.~ '-'''I:i..t.~.',".'..-t:.' .' ':' Z.'.',.'
.;) I'. '~", .. .- M "".
- \'1.( ~"i
,. ....;. L- ~..:
:;. II i . Z'- r:=~:
,I -.". ,.. . "
.;~"'" ..,qji!:" ~ -.......
;:' y!" -< . .:.f~'iI'
z.
o
"
>
Z
III
. ~ .;
" ~
., ... 1ft
= I: 1ft
Z :)~.
Z ~M
.. .....
.. 1:1 a
At c=~
Q :g;,
Z ....
".
.. ZIi
.. .....
......
.....
. ~~
"'a=
"'..
......
0...
~'"
~ES.Comm.: 0448
Drawn By: loB"
., C~ecked By: H.G"
- -
:. i"',,_':~;~~~~~1ju{,rl~";:1>_,.,<,'
------
".}
, ,.
- -
.
SEE PREVIOUSLY APPROVED PLAN
BY CITY OF CLEARWATE
SITE PLAN No. FL01 01 0
(ENCLOSED)
:J:
(.)
<C
w
r CD
0::
LLI
I- 0
~ ~t
0::: 0 :;
<t ~.
uJ 100::
...I :::>0
(.) fij 0-
-0
.;~" 1= ~ ~ ~
I' ~<C~~~
,:c D. :r: 0 ....I
, (/) I- (.) La..
~. ~~5~.ti
(/)Mw
(/)1- ~I-
OO::C;o~
D.. OM 0.0:::
.~.~=i~~
~o:: ~ ~'d
,.1: ,<,;";:'1
JIUG' .
., - 9 :.
-J
<(
:2:
-
(!)
---
0::
o
,,-:z: ~,~
.'..5,-(,
:'"~;:
'.'LLI't
_..L-.;.
;.--- "
.-< ,(
/CI):' ~j
/'; ',~: I-
. .. ~,;',t.,. ,~.
'.3i~! .... ~ '!
~ ~~ij
.;( ~I, -. .,/ Ie
.>l. ~~'", ,,;:.,;\ 1i
.~~~,~,;,~~,.>" "},,,
,; l
SCALE: 1"=20'
I
I
! I
20
.,
"
..
.
'C21
'~
J '. .:
'~
~'."'.}!J
~
C'?
c::!
..-
I()
0
..-
~
0
N
en
N
;:::
C;
~
en
I, ...J
I ~
!
C
-
-(U
a.
U)
"0
c:
(U
t::.
0
(/)
CD
0::
'5
(U
CD
m
....
CD
....
(U
~
(U
CD
0
~
(U
>-
J:
"i
(/)
0
a.
e
D.
,
Q)
,~
0
~
'[
D.
C
(S
0
....
:::J
c(
~
0
0
~
x
,"
;'..
2-1!2"x2-1!2"x1/2"
ANGlE ~ r~XJ!8"'
~ ...,... ~
GRATE FRAME W!STlJ1). STm.
FRAME W/2 ANCIIOR STUOS
PER SIDE - EQUAL CENTERS.
tw..VANlZE N1ER FABRICATION
~~j.~
ANCHOR
STAN>AFIl DETAL
CAST IRON REnCUUNE
GRATE. TRAFFlC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
_ 8" CONC. WALL
4000 PSI 0
28 DAYS
14 ~ 012" O.C.E.W.
GRA TE EL 9.5
8" CONC.
N..ET DET AL
N.T.S.
NOTE:
1. CUT PIPE F1..USH
w/INSOE fACE Of
WALL
2. MORTAR BOTTOM TO
MATCH INVERT Of
OUTfALl. PIPE.
SEE PlNI
P/l
PVoCE SOD 1/2"
BElOW PAVEMENT
RN. CRADE PRIOR
10 SOOOING
POSl'IM: DRAINAGE (4:1 MAX)
MEET EX.
.~ COMPACTED GROUND
P/l
SEE PlNI
PVoCE SOD 1/2"
BElOW PAVEMENT
FIN. GRADE PRIOR
10 SOOOINO
POSIl1\IE DRAlNACE (4:1 MAX)
MEET EX.
35.LF Of~
C.O. (SJrv~A1L)
m------- -- -----_ __n_ _____
"
,,!.- 8' I'Ve
C.O./
44'
42'-8"
2'-11
42'
SKIMMER
(2 -111
UNDERGROUNl
TREATMENT VAULT
N.T.S.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
'" BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PA VEMENT TRANSITION DET AL
N.T.S.
COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.s.
l'
NEW SURFACE
(SEE NOTES 1 '" 2)
~}~&~~~ ;~~iW
EXIST. SURFACE
REPAIR or PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT S~iALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED,
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS: WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHAlL BE PLACED IN 6" COMPACTED LAYERS
TO 96% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO
T -160 LAB REPORTS ARE REQUIRED.
4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100" OF MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
HANDICAP PARKING
STRPING DET AL
NT~
FlNISH GRADE TO
1" BElOW
EDGE OF WALK
MEDIUM BROOM
FlNISH CONC, WALK
EXPANSION JOINT
1 -1/2" RADIUS
VERTICAL CURB
PAVING
EACH PARKING
SPACE SHAll BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHAll BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBlLUTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED &. MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED ,BY THE
DEPARTMENT OF
TRANSPORTATION
AND A,D.A.
NOTE:
ALL ROOF DRAINS
TO BE DIRECTED
TOWARDS UNDERGROUND
TREATMENT VAULT
EL 4.75
18" RCP
INY. EL 3,0
BOTTOM EL 3.0
SOD DISTURBED
AREA
6" ORIFICE
30 MIL. IMPERVIOUS
MEMBRANE
SECTION THROUGH UNDER DRAIN
VAULT
N.T.S.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
MEDIUM BROOM
~ FlNISH CONC. WALK
r FINISH GRADE TO
, 1" BELOW
EDGE OF WALK
2' LlVEl. '
SHOUUlER VARIES (SEE PlAN) ~
I SOD I SLOPE 1/4" PER FOOT I soo I
1111=1111- ;:..-,: f: ..:.:.....- ~ ;. ~ .A- '.::;-i _11I=11I
- 1111311I= -III -
~ COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWAlK IS TO
BE ADDED, IT IS TO
BE REMOVED.TO mE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
6' O.C., OR 12' O.C.
'" 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DET AL
N.T.S.
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
'~1:-N~+N:-Hj:H':~t{~{~:{~~:~~tH~~~~H~Hj~~~:
'l~:~:~::!:~JM~:::M::~!':g':~':~'~':9':;;:'/i/i/i"i.'" -'.
IN A.O.W. & DRIVEWAY SECTION
N.T.S.
SANITARY SEWER
CLEAN-OUT DET AL
N.T.S.
BLUE
BACKGROUND
1-1/2"R
1 /2" WIDE
WHITE BORDER
AND SYMBOL
.
00
WHITE
BACKGROUND
PARKm BY
DISABlED
PERMT
ON.. Y
1" SERIES "COO
LETTERS
1/2" BLACK
BORDER
1.5"
1"
1"
1"
1.5"
WHITE .
BACKGROUND CD
$255 FIE
F"S. 318.14
3" 6"
FTP - 88
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
L1MEROCK BASE
F.D.O. T, CERTIFIED
COMPACTED TO
98" MAX. DENSITY
SUBBASE
COMPACTED TO
98" MAX. DENSITY
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
ROOF DRAIN
NOTE: SILT FENCE SHALl NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER UP OF
THE BARRICADE.
I,
6' MAX.
1 ;r--
3' to
16"
MIN.
lrr~'
"" v
')<
x
)<
SL T BARRER DETAIL
N.T.S.
FlN. GROUND
NEW BLDG.
UTILITY (I.e, SANITARY
SEWER, WATER SERVICE,
FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' mOM BlDG.
tI11UTY WlTlfIN 5' Of" Bl.OO.
BY PlUM9lNO COHtRACTOR,
FlNAI. CONNEC1lON BY PlUM8lNO
CONTRACTOR UNlESS 0lHERWlSE
COOROlNAlm BY THE a.c.
UTUTY CONNECTION
AT ALL BULDINGS
N,T.S,
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
6" MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
6" WYE
PLUG
6"x4" REDUCER
(IF REQUIRED)
-\I \1--1111 11\::::: 6" L1MEROCK BASE
~ F.D.O.T. CERTIFIED
COMPACTED TO
98" MAX. DENSITY
SUBBASE
STABILIZED
40 LB.R.
COMPACTED TO
98% MAX. DENSITY
8IBN SPECFlCATIONS
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "c"
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
BLOW-OFF &
SAMPLING POINT
N.T.S.
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRillED
ON 1" CENTERS
FINISHED
GROUND
.
..,.
N .~~
.... ,.
;;~p;~~::_, ~
12"
HANDICAP PARKING SIGN DETAL
N.T.S.
NEW BLDG.
FlLL GROUND AROUND
BLDG. TO 3" BELOW
FlN. FLOOR ELEVATION
'" SOD
MAX. SLOPE 4:1
MIN. SLOPE 2"
GROUND PREPARATION
AT ALL BULDINGS
N.T.S.
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 r.D.O.T.
SPECS, OR EQUAL
EXIST,
GROUND
,
J
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
'~I'_.tJ} .
"........,...~". '.
e\I
.,./;' ';.'
'" ~ r/.."
l;.....,;~. ,',
PLACE CONe.
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
"Ii~t!~>'!'
'..... · ~fff:,.,:,',':'
, .~,' ,
'"
.{~ ~~'~~~"''''''i'~l;~:
Iii' ~;,
",<.
NOTES:
,~
,. PRO\IlOE 5'x5'x4"
1HlCK CONe. SWI
o All BtEROOlCY EXITS.
2. CONFORM 10 ABOVE
DETAIL FOR PlACINO
WAU<S AT THE 1llDGS.
-;.:
PLACEMENT OF CONCRETE
SLAB AT ALL BULDINGS
N.T.S.
3/4" SAMPLING
COCK
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINElLAS COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWfR. OFFlCE
536-7277
18" MIN. \IERl1CAl Cl.ENWfCE
I
<rJ
~ "'_. Ill! ~_,~ _.-1'1"
~~ "~- 10' I
,., :Ii ~wmwon D.I.P. IS USED IN PlACE Of P.V.c.
FOR A MIN. Of 10' EACH WAY
+ fROt.f t OF WAlm MAIN WHEN
- mE VERT1CAl. Clf.NWlCE BETWEEN
,- WAlER " SEWER MAINS IS 18" OR LESS.
18" OR MORE VERllCAI.. CL I
~0W~/$9'~3-----
P.V.C. OR V.C.P. ~lnTI:".
SAN. SEWER GRAVITY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITIED.
VERTICAL CLEARANCE
- -
'ttjESiComm.:
Qrawn By:
~~ecked By:
t..; _,\:'; ...,..
. ,
I~sue Date:
Revisions:
Date
"
z ~~
o 00
- CD '"
~ J>~
"' ,~~
... ,~~
a= ., -A.;
O .... '^."
,.. Q ':
A. !::zf
". -:.
Xx~)
~ ~:t:'
a= II. '"
.... ~ ;:
: ~'^,
,CDw,
. ,.. .
IX
." M..
~ ~~,:
...x ~ ~';.
,.. . ':
III .... w
"~ -
z
o
"
>
X
III
. 0,
M
~ ~:-
'7 wI: 1ft':
= 1ft ':
X :;)....
X '^~
~ ,.: ~ "
... 1:1&:
A. :' == o~:,
" ;:'^
.... .....
Z " QII.
~'x&i
." ~ w
iii ... ,
. ~~..:.
... ~;
11II '" ~ i
~ ... ~',
:;.~O~:
\J<~",
,
.~,,;~
~{~i
'~'iL,:
:1,""
. ' ._.,.",.;,,: ~th:;.,..;.~<
-" . ""'J~~l~~,~!.,-,
~~:~.:..,I
I"B. .
H"G.;,
, 07/27/04'\
HORIZONTAL CLEARANCE
GRADE
---- r-;:J_--
~~
~ WAlER MAIN "':Ii
, +
10' MIN.
.toRlZONTAI.. ClEARANCE:;$-
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
iro' ('-""'\ '
If..
U 'l~~~~9 .
L_ I:'
PLANNING & DEVELO~tyT
SERVICES
CITY OF ClS-\RWATER
WATER MAIN & SANITARY
SEVVER CLEARANCES
N.T.S.
ORIGINAL
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
CURB
CURB
:c
![. ~
w
ca
~
w.
t-
,1~ ~
II :?;
~~i :a:
W
....
(.)
-0
I:: !;~~
~< ~ ~.Q2
:cD..Xog
, en t- (,.) u.
C ::>> ~'''''...
w~O~ffi
en t- U) ~'t-
o~~o~
~~~~~
~~~~-I
D......NN(,.)
r~
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
6' O.C., OR 12' O.C.
'" 1 /2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N.T.S.
r---...l
,~
(.'
. ,1\;,; :f
.lj:l; '~..
\.... :~: ;~~
'i,:,rJI1IIIIII"i\ '
t:i~,':
"~I ,:,;
r:". " Ar
"'QiIt'
" "',r
P"':'.l ~~i
;~
,~'
~
LL.I k ~
I-";i,','i
'__h r
-,'^ 'it ,..J,':
.,,':. ./
. ,,' '.:" ~.
.... ! ;:~
,--~:, ~"
....>!\f :t
'_,_:1
'(.) ')'
FLUSH CURB
RAMP DETAIL
N.T.S.
3000 PSI CONC.
HANDICAP RAMP DETAIL
N.T.S.
SIGN POST DET AL
N,T.S.
Descri tion
i
I
I
I
I
I
I
I
I
,J
,
I
I
I
I
I
,
I
I
I
....
~ l
]
,
i
I
I
C3.1;
....1.. ., ~.
'~ .:'
: .'
....f.,
........;L
~r"-
, .~' ';"
. .
::) .
, .,
" 1
i
"
~
~! .
f: .:. ,>'..
~;,~.....". .
t~.i''': .
:r\'; :
"~'::?:~:';' ,.
~ 'i .
"
" !' "
. .
"','
.'.......... .....,..'.,....,
I.
':.
. : ."\
.
, .
.
'\1
,
~\.
Il'
,,'
:,' .
~.... '.
".
.,. ..,... .0'.
.--
..... .. . .. ..~"" -
I ,
2 level F ubhc
Pedestrian Ac( ass; w I use
. Agreement for l Duldoor Cafe
I
' . ~ IJRo WA!Dl .... _. I
....,.. ~ . - H.~ I
I ;.:,:.:.:.:. .r5ft ~ ..... .. _ ___ V'Y'30'3J" W 209.92' (U)
: .:.:.:.:.:.::. (~I".Y.' (: .. - --- .. .. _24"00' r J
............ .';(o~ ~ u -- ... .. --- . ~ j r/)
....,,- . ~.'.....:: .' 0:- PROPOSED SruRu · ..=-t '/
). :.:.:.:.:.:. :~,v..~., 1"1.' SElt9t (J'W.) ,.. - - ---.... ___.... _ ' ~ J
' ...!........ '. .,. .' ..~ ~ ..,...,
I....... . I 80 PROP~ _____
' I .:::;::::i::' :~ V.f. " /. . .~, .' ~ J v-.u STmij ~"ER (ll'P.1 C . _
~ : ;:;:::;:;::: ::~I""::W/ $!.. I ~. ~_ ~ ., ~ .
~. ..,t.-.t.. :~...~. I
) .... ... . iJ: J 50.::---.....
) ;::;::i:;:' .;~. ....~~. J .. ~ I / ~ OR~N ~\. :.- ~. , -::= ~
J ;:'I':.:.~:.., '*/'. W ::-- ~ Ulr 'I'P;, ~~
l} ~ ;:::i:::::~ :~... /,~'. ~ JI' / cr; ~ ) . "'<If ~ ...
' (iT.... .... ~ ti'../ \ / I tV", ,
~ .~. ,,::;:;;;:;: :~'I"""{~':' ~Od~ I .. ~~lRp^.,~ 1" .', ..: ~ _~I
:!l~:~:' :f~~" LOT 57
' :.x .f1.. ;t.".i
1 ::::::.,:;:: :-:~~... .': ~. .' ~~~J '\. \. '. ..... ~
. · · · t.. . . III ~ I::: " . .~;-j.'; ,
1.1....... u-""', , - 17 ....
. . · . .. .. ~. U.I j" 01/ ~_ ...
.;rt~; ;:~0: ~g , ./ . "'J$'lOT 1 04 . " . .' I{ ~~~ l'
:~;:~~~~;;;~";I~" I ~ II:
::*:1::;:: ::~. L. ,\." ~.. " ___... . :.~. ,.,---' " '.' /' ........ . .' ' a D." W ~
:::~::::::: ':I:"~"" ~ 1li-'~ - - _ ~ ;~ ~
........ . J -L
· .. . · . . · . ['\ EXIS
:.:~:.:.:.:,..,~~~,(.;( "t-.'. '.. '. . nNGS.EWE~" . . .r'..... ~ ..'
,..!......... 'I'.J';~/ ""--rE-"";; , '1" "'.:"'1mart~. H/N ~In;!,~ -;.... _ :~~
';':':':':'. ..~.. , .... . .\ :,'~I.~A1EOJ, ....: .~ .. '~ _ ~." '.'-'. __ ~Y';" ~.
'.'.'~'.'.'. " · ~' .. _ J"
..t'~"tt.'.,' .... 1 ,.... I .
. · .,~tliiiii}:?~,/'r - ~/- -:,,~<t~~:'::TH/RDAVENUEP :':"::~~SEWER'MAIN .,....f______ -~~
28.00 . /~.:=::;(.f;;' ;1" .;-:: /C.. '. .':":., . i" ....;:7. .,'~ 1(f' t....~ ~ '. ':" (TO BE RiMO'''' i r -- '~ D
... .'j';'. .;(-.. .... '," '. .'. ,., ." .' ,ue -.___ _: rcO)
y~ · . ','" '.r." . . . ,'.' '.,
. / . '-1/ :::::::::~ :~~.:.. ,", ~ /~~. J:. :........:.'.. ..:..:< . ';'" . Vacated " f.<.':. :---.' l~ _. _ _
.:.:.:I:.:~ :1" .... ~.'., . " .'. .\., .' ....."(!. i)' , - -c.. Et\ 30"
i:i:::::i:i: .:l.~'<: .... II c.~. ','-: ;', . ,;,.96 CIty IVAiER lINE ~ , . . '. - - '[7 _ QIY STORM UNE_
!Ml{:k~~ :'. '/ I '7:\7' -= - ~- -'--"f"J~ [~ '. I~
h ::::g;:S:: :~'~'''''''''.':i'/:: / I,. ". ... , .~' ~ -;~ \:. ---- - ~ .'~.-...j ..... b
<... ..t..... " ;. '. P'.J
/ '.'~",..' ,'. .,.. .-,- ,
....0........ .~~ ". ': .... "-" ..' ~..,V_ r it
:;:~~::::t'. :r~,~~::~... .r'~!;~i;.' ,,: ./" '.; '. ......... 28.00'; -.8_ '
.... .!.,. '~~'. . . ". ,~:::, . : I I
.. 'i:r" ';r.:' . ........... lOT 5 ....
ti~i~~H~.<."'. /,"'" · ',. 8 ..., I .... I
. ~ .m~~iiiil~\t~ .....,. L ': ..... '.,. ....i" ,{.; ',;t),W 105;. ". I
... ". ..,.., ",r.~ ~.." ';\ (
".:. :,.;, ::::;::;!;~::::,~:',"" "-.'o..i.j'" .... ".:. .:.~.'-...;.;;:~------ . '/ ;';:'./::Y?!;\ .... "~}' :
': '.. :.t!.t;....!.. . L... . '00." ~ ~
. ...;."..;...!'..,..,..,.;1, ;1.....'.1..1 . O:~ ~ . .' .. "'.' 00 ,/ .1'- \) .
. .....,....; . .....,.. ,.~. .. .' : \'.' '. .... . I
....;.'. ~- '.....!.!.!.. '. ; ..~ ... .' ,
." -.... . .........!,!.~. .. I .. .... ..' \. ',. ...... _~ ~:;
! ','i'.','.' . ~'..r:. '.. --- 1 \"." . .... 'IP'/ ~ r\ .....
. " :.:.......;...., ro' . to- '\. .". ....' 1" ~ I.
. ...................... .....~ .. '-' tu"l'rft UN ... ~ "7___.. '''_
... · ....... '. !.(('.;'.. r; I ~~ E J ~. .,. .:....". :.-:--:-'---"""- _ 1.. '--~
.. ...... .'. . · L -~ -- '\J ........;..-::- _' "1(1
'. .:.:.:.:.:.:.': ./';... I :'. OT 59 -
':':':':+:~:.' ~ "l""rff' . dll. l.o...... '~l ~/ I....
.............. .' '/.110'. . .. U '.
................)!'~ : . .... : r.
.........!.....; ~.~;; \ 'Sf;:. ...' 1'6.02 _ RoPO_
~........t.:'ft.,r~ jCi:. "', .,~ .....:;-.'1'..,. "' ~ f
. ',}oj.... '. ':"'1.:;':." --,) (, ; <.. "'" '>o:~ _
I 'I' '.,. - _ 'oo.or. "'. . ~ L U T f1J/l)b --l
.(; I - - ... IoJ . I
' \; S82'ofr~; ... .J/ - . . _ ~
'. I "0.00' (P) ... - - ~~: '-~;:-;:. . r- !
NJ.... .'. ;,' .---.~. ~ I
I lOT 60 j ~,;, P~rt.LbT 107~) -~'\ '/.'
: ,I, - . ."...v '. . .....
J' : I I I' N82'37'IO-", J j "
. I '00.00' (P)
. :\ ,
i
I
I
'I
.
!
o IS 31
I ~: J
IICItf: IT _ _
'\,
'\,
, \
;-----ALTERN~N~-\---Q~
1\\ I
I , " . I
I \ , I
1 .Clty permit to be \ \ I /
I determined by "Beach \ \ I
I by Design" \ \ I /
I \ \ I
I ~ - - _ _ \ \1
/1\ //1 \ ~,
II r-;--/f 1------__ ,I
I I \,/ I I - - -I~ ~I
I /\ I ~ E
II k. - ~ ,00 rn
k: ,/ \ I- - - - _ _ _ _ _ ,-; ~
- - ~ - -~ """-tlJ
I - - 1m 0..
I j II
: / J:w
I CONCEPTUAL SUBJECT TO I I~
L FINAL3ESIGN_AND PERM~V'~?','1
I I u
I I 2
I I 0
/ I
/ I
,/ ,/
,/
,/
/
/
,...
1!:
en
6
u
. { -.I. ..
'., .' .....-..--.., . ~....,.,..,.... -:'<( .'
, ...:.,:. t-:".
. . . rn
/6
".':-::. ;;.......~,.::._.
.... ". ",,':":' I
/jV
/
/
/
. .. ; .,..,... ...,._..~,.~:...
,,/.,
'/
8
~
lL
~
i
I-
a
~
~
~
8
0:
~
l!i
e
~
III
l-
i
~
::I
~
~
A
J
I
I
I
~~f~ IJIt I ~ 1-01-01
~ '..e..
I
dOl
'-::}tLA ('0 I
SITE P ~ AFP^R(
CASE # . -v
CASE TYPE
ORe DATE
COB DATE .
SIGNATUR
DATE Gl-
a
~
~
I
0(
l!i
~
~
~
'I
m
~
~
u
~
DI
DI
~
l-
is
fE
~
o
ll€StClNm
mE SIGNA lURE Of mE
QUAlITY CONmOl. OFTtCER
IN lll/S SPACE IHOICAltS
ntA r AU. REOUIRED .
PERMITS "AW: BaH
08rAlNEO AHO llfAT
CONSTRUCnOH IS'
AUrnORlZED 10 COUMeNCE.
ORA 11M
QIEOOD
a.c,
}i/.
l
~
I
I I ,
LOT 56
I
I
"'.'.
lOT 1 OJ
I
I l
I
~
\,
I I
~
~
~
(3
.
U)
0-
I
!t
.::J
18" SEW R M^'N 'n
r.
o
.~
,c~,
1':( t:S
~1 t:'. ,
~ "
.
-I
J
I
j J
J
,
. ;
,
I
i
I
.\
.
!~
j~
>.::
..._. ... .;1 " 'I.
. , . 't. I
)1I.;:;~1;
. ....,...::..~..
','ASSOC:IATES,""jNC.. .'
. " ,'''';'. Ptl00E.': b '680' '88/i I
... .'.' fAX . 13 '680. M82
. E-MAIl ~oOlcIn9in9r"eerIn9'eom
. ,I. .
:J'
. i.. '.
:..t
J:.~'
'x
~1.
",.
~~:.
. :~
0'1
Clearwater,Seashell Resort LC
Clearwater Beach
I I
"
o
8:
.
II)
--
j
I
I
I
-.::.--.-._--- .,- .-.. -.
I .
I
~ I,
-
~
~
t:
SIDE:
REAR: ."
HEIGHT WIT," BOUNUS.' PROVISIONS
(IF APPLlC~LE). '. . . .
"AR~iNG l~ I~ERIOR lANDSCAPING (SQ. FT.
AND." OF,fAVED ,~EHICULAR. AREAS):
PARKING . (~GULAR' SPACES):'
HANDICAPPg)', PARKING: ,...
TOTAL: .' ... I :
LEGAL DESCRIPTION
A PARCel OF LAND lYING IN SEcnON 8, TOWNSHIP 29. RANGE 15 EAST. PINEUAS
COUNTY, FLORIDA BEING MORE PARllCULARl Y DESCRIBED AS FOLlOW~:
lOT 57, LOT 1M, THE SOUTH 20.00 FEET OF lOT 56, AND THE SOUTH 20.00 FEET OF lOT
103, THE llOYD-Wl-IfTE-SKINNER SUBDIVISION, AS RECORDED IN PLAT BOoK 13, PAGE 12,
OF THE PUBLIC RECORDS OF PINEllAS COUNTY, FLORIDA. .
TOGETHER WITH lOT 105,lOT 106, AND THE NORTH HALF OF lOT 107, HE '
LLOYD-Wlil1E-SKlNNER SUBDIVISION, AS RECORDED IN PLAT BOOK 13, PAGE 12, OF THE
PUBLIC RECORDS OF PINELlAS COUNTY, flORIDA.
TOGETHER Wlm lOT 58 AND 59, HE llOYD-Wl-fllE-SKINNER SUBDIVISlb~i. AS RECORDED
IN PLAT BOOK 13, PAGE 12, OF THE PUBLIC RECORDS OF PINELlAS COUNTY. FLORIDA.
. . ; \
TOGETHE~ WITH mAT PORlION OF THIRD AVENUE A 60.00 FOOT RIGHT.;OF-WAY TO BE
VACATED. BEING BOUNDED ON IDE EAST BY mE WEST RIGHT-OF-WAY IJNE OF
CORONADO ORIVE, AND ON THE WEST BY THE EAST RIGHT-OF-WAY lINE, OF GULF VIEW
BOULEVARD. ON THE NORm BY THE SOUTH PROPERTY LINE OF lOr ~., ~D lOT 104, AND
THE soum BY mE NORTH PROPERTY LINE OF lOT 58 AND LOT 105.. ' I 1
I
i
TOGETIfER wlm ll1E EAST 35.00 FEET OF A 70.00 FOOT RIGHT-OF-WAY (~F GULF VIEW
BOUlEVARD TO BE VACATED. BOUNDED ON mE NORm BY TItE WESTEIU- Y EXTENSION
OF THE NORTH PROPERTY LINE OF lOTS 67 AND 104, AND ON THE SOUTtt BY mE
WESTERlY EXTENSION OF mE soum LINE OF LOT 69.' ,
CONTAINING 1.83 acres, (71,068 sqll), more or Jess.
NOTES
1. All EXISTING OCCUPATION REQUIRED TO. CONsmUCT mE
PROPOSED IMPROVEMENTS IS TO BE REMOVED.
2. OVERHANG/OVERPASS TO PROVIDE MINIMUM 15' ClEARANCE OVER,'
RELOCA1ED GULFVIEW BOULEVARD.
"t.
-
3. BUILDING TO. BE SPRINKlED FOR FIRE SUPRESSION.
4. SOLID WASTE TO. BE HANDLED BY COMPACTOR.
.' .
6. MAINTENANCE OF TRAFFIC (MOT) PLANS WIU BE IMPLEMENTED FOR
GUlFVIEW BoULEVARD IMPROVEMENTS. .
6. CORONADO DRIVE IMPROVEMENTS Will BE DEFINED THROUGH
IMPLEMENTATION OF BEACH BY DESIGN AND IMPLEMENTING STUDIES.
7. DRAINAGE' UTILITY EASEMENTS WIll BE PROVIDED THROUGH NORTH
SITE (SERVICE) DRIVEWAY.
8. PUBLIC SIDEWALK Will BE PRo.VIDED ADJACENT TO :PUBLlC DRIVE.
.~t
.
LEGEND .
.,.~.
. ~ .', .
I " ";
. ::}
:.... ~
... '", .
S IT.,r~r)A T A .
'._~:'::\"':"
;:~: r .:~.
;,-::) '.
-.. - PROPERTY BOUNDARY
(after r/w dedication)
.i ~'.
ZONING. D.ISTRldr:
," ." '.'" . :1' ,1.,:.(.......
,..:L... USE /
.'\1...
.l;.~:'. .
o
STORM MANHOLE
. " ....~'.;:
LOT' AREA . (S9~ FT. AND' ACRES) q
., f
. f:'; .
LOT WIDTH:/!:"
('.
j.
LOT DEPTH:.i>'
BUILDING COVERAGE:
( SQ. FT.. .~D % OF GROSS SITE)
GROSS. FLOqR AREA AND F.A.R,:
SETBACK . (A~O . INCLUDE DIMENSIONS
ON SITE P~~ '. ~RAWINGS) '. .
J"
FRONT"~i.' .
. , ;f'
m
GRATE INLET
.",....r"
"r.';<"'\o'
".Jr."
. . FIRE' HYDRANT".."";""'" .,',.
" . :rl,: ~\'~:; ,-:t.~''''l~t3"''~' ';" .
EJ) VALVE
@
SANITARY MANHOLE
BUilDING LIMITS
TREE
LANDSCAPE AREA
PROPOSED PROMENADE
fJ
o
b
. . . .
.. .
. . . .
:-': c'
i.
J
. ~'.
SITE PLAN
('
HO. .' oA~V
. ....:,\
OEsmrpnON
'.,
...w,.',,,_'''-
ri_..........,__.~
t:
I
....~-----~-._._---.. '.
. -. . ... .., ", -..... -...-....
I:
1\
" "'\",:.~~~,'.:~t,. !
--...-.....- ...~:,:::~~,:C.( i:
"~~"l: ..1 i
I
~?,%ti' . /i;,;'. i;'.... I
.,'-. i,,:tll'-'!"'~" ~', 1
',i'" ,\..,. I .l'.'i..,I.:t~' ..\
... ~;,%~(Ifif; 11
:.i.-..... p.'~; . I
"'i;'~i!r'i':,:)'.'".:.,
; ,........ :'.If ~,"l' .~ '
.' n:.. '~;"" ..
.t.. I...,!; J'j~t;::~'~r>
; <-")' '.\"'. '.... . .\
-.'. '. :';~~~._I.-.<,:;
. C:.,li)';;:, '
-;;:.~ J6.t.~>'::... \
""-J ..\.'1.'1 . . I
. ____ ~r"." ...' .,
'; ;;~~~'~~{~~~:;'>'" !
.':;;;,",:~k~!6.:' . i I
,.:;<tj4~:;:j~f.... I:
.\:...:.~;,;,::,. I'
.%~{:ff;i I
'. ::r:;lt?;!
"'--'-~ ..
,.
'.' "
::'=!
r--o
",.
c:-:>
(::> .
.....0
-<
fIL(: tJ
:fI'(JPl'
EXISTING
PROPOSED
TOURIST (T)
MOTEl(Sl
71~.133 SF (1.633 AC)
TOURIST (T)
250 UNIT j, HOTEL AND
PUBLIC PARKING
71,133 SF (1.633 AC)
.
U '.
C .
1-4
100' (North of 3rd Av)
120,1\45 (Soulh of 3rd Av)
~Hj
305' EAST /200' WEST
.n
OJ
.u
IU
....
U
o
en
en
~
en
c: ~...
....
to'
OJ
cu .
.~~t'
en '.
til
at
C
......',
~
235'
64. 154 (91.2) .
INTERIOR SPACE 322,435 SF
NON-AIR qONDITIONED
SPACE 363.475 SF'.
25.039:1: (35.2%)
VARIES 0'-15'
o'
VARIES 0'-13'
VARIES 0'-6'
MAX 40' (EST)
AUG-9{
o'
i
/t.!:i
IN"')
C .1
fOi
IEtlr .......:.
a. ."
OJ\ '
CITY OF CLEA WAr fi ~ ':,i
..--.---... r
.u . .
....
o
....
~. L'
.to
.; :,
.u
.u
o
....
to
to
10
::1:,
o t
o
o
I
o
o
o
I
\ ~
III
.....
-
U)
l-
CJ
~
C)
a:
n. ..i i'
/ {'
CD
z:
.....
~
~ ,'.
~ ,:,.
" '., :
. .'
o'
~
<!:
Z
-
(!)
-
0:::
o
150' / 15
N/A
N/A
808 :1:
25:1: (3% OF TOTAL)
833:1:
43:1:
,
.lOB NO.
1502-002-000
REiD Boot( iHO.
il
1
~~T.
!i~ ~
'.
CP
CP
APP'O
BY
Qf
iJj
DAlE: i;
JAN. 25. 2001
SCAlE: I \
1" :i .30'
1
PROFESSlON^L SEAl.
, I
"",
.' ~'-
\
_.,...:.,.:_____.-o-~....