FLS2002-09068
FLS2002-09068
DEVOCHT, TOM
210 OSCEOLA
AVENUE S
EXHIBIT "A"
Parcel 16/29/15/62131 /000/00 10
Unit 1, OAK COVE, A CONDOMINIUM, according to the plat thereof recorded in
Condominium Plat. Book '102, pages 92 through 95 inclusive,. and being further
described in that certain Declaration of Condominium recorded in Official Record Book
6966, page(s} 1889, of the Public Records of Pinellas County, Florida, together with an
undivided interest or, share in the common elements appurtenant thereto and any
amendments ,thereto. '
Parcel 16/29/15/62131/000/0020
Unit 2, OAK COVE, A CONDOMINIUM, according to the plat thereof recorded in
Condominium Plat Book 102,. pages 92 through 95 inclusive, and . being further
described in that certain Declaration of Condominium recorded in Official Record Book
6966, page(s} 1889, of the Public Records of Pinellas County, Florida, together with an
undivided interest or share in the common elements appurtenant thereto and any
amendments thereto.
Parcel 16/29/15/00000/130/0100 (Hotel)
Section 16, Township 29 South, Range 15 East, Pinellas County, Florida and more
particularly described as follows:
Begin at the intersection of the center lines of Markley Street - and Oak Street and run
thence North 0001'50" West, along the center line of Oak Street to the center line of
Haven Street as shown and recorded in Deed Book "K", Page 475 of A.C. Turner's
Subdivision, Public Records of Hillsborough County, Florida, of which Pinellas County
was formerly a part and run thence South 89014'05" East, 187.80 feet to the Southerly
extension of the Easterly line of Osceola Avenue as it now exists; thence North 0011'24"
East, 302.40 ft., along the said Easterly line of Osceola Avenue for the POINT OF
BEGINNING; thence continue North 0011'24" East, 274.52 ft. to the Southerly line of
Pierce Street; thence North 89014'02" East, 332.34 ft. along said Southerly line of
Pierce Street to the Westerly line of Fort Harrison Avenue; thence South 0000'2311 West,
330.09 ft., along said Westerly line to the Northeast comer of Sun Oil Company
Property, as recorded in Deed Book 710 on Page 137 of the Public Records of Pinellas
Courity, Florida; thence North 89053'25" West, along the North line of said Sun Oil
Company Property, 183.36 ft. to the Northwest comer of said Sun Oil Company
Property; thence North 0011'24" East, 52.87 ft. to the Northeast comer of the Times
Publishing Company Tract as recorded in O.R. Book 2145, Page 112 of the Public
Records of Pinellas County, Florida; thence South 89011'52" West, along the North line
of said Times Publishing Company Tract, 150.0 ft. to the POINT OF BEGINNING.
Page 4 of 5
Declaration of Unity of Title of Owners
Church of Scientology Flag Service Organization, Inc.
Church of Scientology Religious Trust
Parcel 16/29/15/94896/000/0010 (Flag Building)
All of the following property located in the GEORGE WASHBURN SUBDIVISION, Plat
Book 5, Page 23, of the Public Records of Pinellas County, Florida:
LOTS 1,2, 3 and 4. LESS East 40 feet of the South 37 feet, West 100 feet of LOT 5;
North 42.5 feet of West 20 feet of LOT 6; West 20 feet of LOT 11. .
ALSO:
The East 40 feet of the South 37 feet of LOT 4, East 40 feet of LOT 5; South 90 feet of
the West 20 feet of LOT 6.
ALSO:
The East 10 feet of the West 30 feet of the South 125 feet of LOT 6.
ALSO:
. The North 7.5 feet of the East 40 feet of LOT 6; the North 7.5 feet of the West 30 feet
of LOT 7; THE South 42.5 feet of the West 30 feet of LOT 10; the South 42.5 feet of
the East 40 feet of LOT 11.
ALSO:
The East 10 feet of the West 30 feet of LOT 11; the East 10 feet of the West 30 feet of
the North 7.5 feet of LOT 6.
Page 5 of5
Declaration of Unity ofTitle, Owners
Church of Scientology Flag Service Organization, Inc.
Church of Scientology Religious Trust
Signed, sealed, witnessed and acknowledged this 27th day of April 2004.
CHURCH OF SCIENTOLOGY FLAG
SERVICE ORGANIZATION, INC.
~
~'l::/2.~ SV\f'~
Print Name
:.:.~'.':...~' ,H.t"~JI
'\\'. ,-..!\,,~'> fit'
......'- l.().\UW~I;olL~'~" ';",1'
/t;:~:;~~'~:~~\
(Corporate se~j ~:, f.' $ ~~: v ~
. \ ~:~:',;::;:E:;,~~:~_:)~
503 Cleveland Stre'lrt.,,:W.;;1"""
Clearwater, FL 33755-4007
~~
J o~u. f""v J
Print N me
Address:
STATE OF FLORIDA )
) ss
COUNTY OF PINELLAS )
The foregoing instrument was acknowledged before me this 27th day of April
2004, by Mary Shaw, as President of the CHURCH OF SCIENTOLOGY FLAG
SERVICE ORGANIZATION, INC., on behalf of said corporation, and who is personally
known to me.
, "\\\"~'/."'" SARAH H. HELLER .
,lJ'mlo!! u:<~~ Notary Public - St~te of Florida
~~: ~.~ MyCommissbnExpresOct29.2006
;~ ' if~ Commisslon#DD161974
---;::,~ OF ,,-ft.',,.., Bonded By Notional Notary Assn.
'I...",
kLJ/ (jJ{J
~ Notary Public ~
Print Name:
My commission expires:
Page 3 of 5
Declaration of Unity of Title, Owners
Church of Scientology Flag Service Organization, Inc.
Church of Scientology Religious Trust
..
~.'t~~-_. .
":"' :,~]l
----
KARLEEN F. DE BLAKER, CLERK OF COURT
PINELLAS COUNTY FLORIDA
INST# 2004289802 0711912004 at 04:27 PM
OFF REC BK: 13713 PG: 1495-1499
DocType:AGM RECORDING: $44.00
.- .r
\'., .
---
',':'.\. <<;0---
This" instrument was prepared by and return to:
E. D. Armstrong III, Esquire
Johnson, Pope, Bokor, Ruppel & Burns, LLP
P. O. Box 1368
Clearwater, FL 33757-1368
DECLARATION OF UNITY OF TITLE
KNOW ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the
City of Clearwater pertaining to the issuance of building permits and regulating land
development activities; the undersigned (collectively, "Owners"), being all of the owners
of the real property situated in the City of Clearwater, County of Pinellas and State of
Florida, more particularly described on Exhibit "A" attached hereto and incorporated
herein ("Property"), do hereby make the following declaration of conditions, limitations
and restrictions on the Property, hereafter to be known and referred to as a Declaration
of Unity of Title, as to the fOllowing particulars:
1. The Property shall hereafter, in perpetuity, be regarded as and is hereby
declared to be unified under one title as an indivisible building site.
2, The Property shall henceforth be considered as one plot or parcel of land,
and no portion thereof shall be sold, assigned, transferred, conveyed or devised
separately except in its entirety, as one plot or parcel of land. Notwithstanding the
foregoing, the ownership of the Property may be transferred among the Owners without
obtaining the prior consent of the City Manager of the City of Clearwater, Florida.
3. This Declaration of Unity of Title shall constitute a covenant running with
the land, as provided by law, and shall be binding upon the undersigned, and the heirs,
successors and assigns of the undersigned, and all parties claiming under them until
such time as the same may be released in writing under the order of the City Manager
of the City of Clearwater, Florida, which shall be based upon compliance with the City's
Comprehensive Plan and Community Development Code, as to both the parcel to be
severed and the remaining parcels. The undersigned also agrees that this instrument
shall be recorded in the Public Records of Pinellas County, Florida.
Page 1 of 5
DeClaration of Unity of Title, Owners
Church of Scientology Flag Service Organization, Inc.
Church of Scientology Religious Trust
Signed, sealed, witnessed and acknowledged this 26th day of April 2004.
WITNESSES:
OWNERS:
Si9~
Bn~^ ~~
Print Name ~
GLEN STIL , RUSTEE OF
THE CHURCH OF SCIENTOLOGY
RELIGIOUS TRUST
~.~#
Signature 0
j\J\I.{ (<:, Q.,l ? ~ 1'Je... ~
Print Name '. I
Address:
319 S. Garden Avenue
Clearwater, FL 33756-5423
STATE OF FLORIDA )
) ss
COUNTY OF PINELLAS )
The foregoing instrument was acknowledged before me this 26th day of April
2004, by GLEN STILO, AS TRUSTEE OF THE CHURCH OF SCIENTOLOGY
RELIGIOUS TRUST, who is personally known to me.
"'~:J3~:J::;-,, SARAH H. HELLER
':'m~~ N t
r to~ 0 ary Public. State of Florida
r -. :'E MyComm5sk:>nExpiresOct29.2Clli
~~^" :/aj Commission#DDl61974
"~ Of ,.\,.'f:Jf..~~ B d
'.."....... on ed By National Notory Assn.
_.t~ddl.
Notary Public --,
Print Name:
My commission expires:
Page 2 of 5
Declaration of Unity of Title, Owners
Church of Scientology Flag Service Organization, Inc.
Church of Scientology Religious Trust
_ ',..~~~c
I
IU i~j'~ tll
. It.J '
, ~
_-O~"'~....~~~'-l!'_;;;:~,~~K~~-~_'..~.:~ -
In aSden.tology course room,
people study Dianetics and
Scientology materials at their
own paCe with the help of trained
Course Supervisors. Students
practice the application of those
materials to improve their own
lives and help others.
.
THE PR.\CTlCt <1F SCiE\rOLOCY
films were written by L. Ron Hubbard and
many of them were also produced, directed
and narrated by him.
When someone completes a training
service they are awarded a certificate of
accomplIshment to signify auainmem of a
particular level of knowledge or skill.
SCOPE OF TRAINING
IN SCIENTOLOGY
The broad scope of Scientology is divided
into numerous courses, ranging from
introductory courses that teach basic
principles, to more extensive ones that train
auditors, to courses which contain knowledge
about the ultimate capabilities of the thetan,
to those that cover the full philosophic and
technical materials of Dianetics and Scientology.
There is much to know but all of it is
knowable and as one learns more, his view of
life becomes clearer and more understandable.
At the heart of all instruction in Scientology
co,
are the auditor training services offered in the
Academy of Scientology in any church.
Scientolo(Tv Academv trainina aives one an
0/ I b 0
understanding of man, his potcmials and the
difficulties that confront him, far in excess of
anything taught in the humanities or social
sciences. Here, one becomes aware of how
Scientology principles apply to situations
anywhere in life. With this knowledge a
person understands why some people are
successful while others fail. He understands
why one man is happy while another is not.
I Ie knows why some relationships are stable
and why others fall apart. Life is not a mystery
to someone who has studied Scientology. In
this respect, training offers every bit as much
personal insight as does auditing. All lives are
occasionally beset with trouble. A child falls
and gelS a scrape, the drinking problem of a
neighbor's \,,'ife is discovered, a friend's
business is failing, a parent becomes ill. The
lrained Scientologist can bring to bear \"hat he
has learned in the Academy to any situation in
life and he can do something about it.
l'i; I
. .
.
.
.
.
~
NORTH
1"=1320'
Location Map
Tom Devocht, as Trustee of the
Church of Scientology Religious Fund
210 South Osceola A venue
p.w 2002-07019
i
~ ~
JA i
~ ~
~/
ST
PARK
PIERCE
ST
DRVI
WA
=
DR
JEFFORDS
,I"""'....,""'..
,,~ !teAS...-:.
/o~~~
:\ ,",,( ,"
~g - - ~~
\~~ 'Jl:l
":. ,,""I,l
-:.... rSl, ,I
...........;1,."111"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
Iii
View looking west from east sidle of property
View looking west from north side of property
View looking east from south side of property
210 South Osceola Avenue
FLD2002-070 19
r, ~.' :;'~
h'_~t "'I
1'_ r " _' Ij l
r ~~?" t < r r ~-
, 1"" I
,.'! f";
J~t'l!
rt..~,
;;. It:!-1 f'!-n::3
l'r~ '1' FIB])
, r,' I: "if lIillJ.
.," d:'::. f: 1'1 _Ul1llil
rV~J~\
.it\~':..
i~~r.J~>'~'~
;-~~)<..
I! 't~~ 't<'.
~,1'" '.
~ t~tU"\
1::lt'H:,~
. ~, ~
r dri.'
View looking west from northeast corner of site
View looking at main entrance to building
View looking east from south side of property
~
NORTH
1-=200'
Aerial Map
Tom Del Dell!, ~lS 7 fuseec o/the
ChurcJ7 O/SCicflt(ik:fJ.'r" RcJ{gious Plwd
2/0 South (}<,'Cc()/:lll-cnuc
FLIJ 2(}02-070 Ii)
Iii
CITY OF CLEARWATER, FIDRIDA
PUBIJC WORKS ADMINISTRATION
ENGINEERING
'n
'I
--
:"-
i<:)
l~
I,
I~
I:::
I
I . ~
, CD.
I
I
I 11.-
; 'cit!
I
!,
I(U
, -
, "- ..
!~ ,,-
i~ en
, ~
!,
;~
I~
,
:--
:~ '\
i
\ '!~I..A Y 008
r 2254 IJJI ~
, .....
I
I
I .
,
i
tQ.
I
'.ucQ
!
IU'
I
, \
".'LJ
:...~I :'
1'-\1.; t.. T [;::..:
. \~ III P ~. I;
y' .
. -
III lj
- @
~ 'J
I
I J. R.
I
4 .
.
s n
.... ..,.
" \
I'" _
t:
tl.:~.'.:..'."'~.'...'
[' "1
l ,t
~:'."\"i
\~f~
..,.,1,1~~.,'.
:~~
-! .;., ~,
I
!
.
;'1 ,~
14 I, -...:
I-I,
i J ...
i~~
I s i ill
I I ' ..
t ,
t .
~.....t.
...
. I' J~ I,..
_ G~C\'E cnN~rL ~ B, ~ ~ I ! :.. ':).
CITY INITIATED' :: ~;-:~
PRO cQseD 0 F= 7(l !\";\ ~r-:
J L- J\.__'-~""",-,
I ., ...
:' -
,.
<('J'~':
:.,. ':. ~
~ .,
~. _I': ~~ ~-=,,-
.
, ,
:........- :--- j"5tC~
......." -.. . -. -- \.,;
...../~...r.:x..~ ~y;t__r (C\.WtI..1~) ~.:u
__ nV\_?~
~... ,.~..../ -- 1"'\ ,- \ - - ,
~'ttfr'Q...~ ~.........-..--.,.J ~.r";'- '.J_# ...:-...~._,..., .:.Jc.\ .
.- :" : ': ! :" -:'.-
Prc~::: II""~ ,_ ,-~ -:-:'t. ,= :""'" '- .--
I -\0,,0,..- "'->---_, \ 10.___.._ .'W '-...~___
~"':~c:: ~.:.<~ .~;....:..::= :=....:~~.. /
l"\ 1 ~ '~ : i] _.:::0 -..', -It ,',.. ,_. I : "" ..-, t'
... _ - .,'.' -..., --,
_V-"l:. 5 ,. ; -::;.~~.. :...::- ~ ,=-~ 3 - -= ~.. !""
I:":';"-~'~' ." :.:!:1: ._.:~: :.-5 =~ ~<r -'~:"'C 'c.
-..' .
~ ;~~~~.-: L ~~~ .;- -) - ; 3
\
I
I'
i
?~:::c ~!~::~i ::t= ,~~:~:
::. :."
-.___ ~<<. __ c:::-_ ::.. =-'7
-- --..-...-J'. w_
.,- I .. J'J r.. I ~ I ~ ,
., ~ ~';::; I.~ N t<") V
~ I ~~ v ~J .-
09 I~ J- ij
NOSI~~~ l~O.::l
~ Ov
N N~ 0 If S ~ to
N Jr~ J~~'-
r I~I... ~
0) 2~;='_~ ~ ~ ~
~ '- .-,
(~~ ~ J ~
Ii:! t: Ov
...-- O)~ eo ~::.. ~''''
. /i)1t<") ~
~ ~~
uS; 0.- "'Ii::> vl6l
~'I' V v v 0 v:;
O?-l t.) 00 ~
....~ ~ g6S'~'S
~ Q ,\ -... .... , Q
~ ~ ~ ~0~~1 ~~ .- v ~~~I~
. I ~ 'I ~ ~. ~ t; ~ ~ I"" ~
o . L.JJ ",-" ti ,\;;..< I I .- N
rY '-~IJJ);~GA1.. .J;l J. ~Ir%" ~~ ~.., :.:: I
t1t(Vr:J ~'Irl\~""i J..... """",' I
IQ iJ ~I Q.T I f ~ V OL I'.. ' 1 "'-
co t:"-' ~~ "......
Vl0.::l0~o :0 00)00) Hl~S l/") ~ \~.- v I~ ~
:2 co :g ~ /t"\. n ih !:2 t<") v
' r~~-~er~v ~ ~~~ ~ I~ ;: ~ ~ .-
o N ~ -_. 0 I~ ~ ~l
~ ~ ou: OL 918 t<") 1> .-
C;\- I- ~ 3nN3I
..;. 0::
r -, ozz 5 ~
~ .- () ~~' v
~~. C\ ~~ ~[\
}~ ~~'-" ~ /:>:f'< ..,
~j __' N ~_
i~ ~~ ., ig' ~~ ~
\ e i.-~ s.-. ~
- @~,
~ ~..~
BL\IO 0\273-523'/ t/>~
------- "'I / ~
"'I . "- <
CIl --,~' - 0
l ~ '~__
\ PIERcE #~ ~ I I I I -..L ,.,.,
" ~LJi N I'" I Jr. I I ' ~ I-l
I '~~~~I I GJt~7 I I ! f\-
g -II.. ~...: V - t- ~ - - I ~ - t ~ ~
11~~~ I ~ ~ . I I I I ~..
ll. ... ...,,~ I ~ i ~ ~ I I I I
~ ~ I "", g I ! ~ I I
---..I; I
!~ I r40~
Jilljll:'l
( ~ t:
.'-'-
L's'n llV
1_ ~S9-eLLZ
.-
r== ~
"'I t<")
'- N
."')
I-
V re
'-=
0- >-reo
:~ ~
1:= ~
-
3nN ,v
~
...
EJ
l.'- ~
CO:::: ~'
....,.,-
I~~
V....-l ~~
:I:~
:-::--.. "
llVH ~lO
09 ~ 90/r~ I
I-
ti
1=
CI)
'-^. , .
C" ,)
to .5'-,)
~El ,f;
t<") f
108
"
,
;"':
eo
~
t<")
~
\'
... .
I'l
I~ ~~r-f'
I ~ d, 0:: C;::-~
~~ ~~I~'f~
0) ~~ I I'l-R
9 ~ ml t<")
N IQ~ ~ ~
~~...j iXS ....
III ~
) 09 c
151
U Ii n 7 ....
~
1r t~>.,;r,.o NN
L,- IJJ t<")
...J
~
to 0:: eo
v <~vO)o~
Q~v~V~~
.... Og ....
I~l
o
~
r-m
t<") In
'" to
l.'- .... ~ s(
O:l "'"
I
....-l
:I:
l-
~ 'lirl
~ r---I
~
eo
r--
'<<l
I'l
>lVO ~ 0
N ~~ I
'::::''-0 N
2~~o~ q
/" t<")
L---/ f;j V
N ch
3nN3A V ,W8
~
....
co
O:l
00 0 I
~ 0 N
~ Z ~
8 0
~ t.)
o
'<t
CII
~
"
"
..,.
I
I'l
iii
..,.
:;
~
t<") t::.
v\;:
"'I
u
~
I
I,
)
: i
"
I
I
I
I
I
I
I
I
I
I
I
I
I
.
.
[ . ]
Norlhslde AERIAL MAP
&~ Sewiee4, 'l~, ( OAK COVE RENOVATION ]
601 CLEVElAND S1REET PH:(727)443-2869 FAX:(727)446-8036 (comm, No,l 0214 ](Date I )( 0
Cu:ARWATER. flORIDA 33755 E-lAAlL: NESTECH 0 UINDSPRING,COIA 06/25/02
.
.
~
" 6 5 4 :3 2
1.84 tl~\t'l 2: "
B 2J '"
1 8 ~E' 5
1 L..J
--l 60 A 3 ..:J 10 cl
i Z
~ UJ Ii 20
> Z
I r--:i <L B I~ ..8 0
1 ~ 2Q358 r.n 2
L_ _ ---1 1.3 18 0::.
Ct: a
s 14 1]- :t
IS tG 4
PIERCE STREET
4-
.....J r(pl
0
w ~
tJ 2.3 1~1"
if) ,f~tt '=T
0 LO)J 3
~: -I
B" 8,q A,('[t'J ~ 6
" PROJECT
I --1 FRAN
AREA I l- I .40
,::,
0 I- 41
.4 3: " Ul ll:.
A ~ .:. 0 Jl2
.:: e.
=, k
4 COURT SlREET
,
,
=62t20~
.'
2 7
2
8
N
6
<1
Z
Lu
:>
4!{
.5
COUhT'J'
4
C~1H0tJ5r
:3 -4
~6
N.T.S.
'flU
C'u
I fo"11 12
~l
LIj)J 13
,'4
I ~7
f' ~ 1Ia
;3 0 49
ill 5-;)
4
Nonhslde LOCA TION MAP
~ SeNJiu!4,1He. OAK COVE RENOVATION
601 CLEVnAND STREE!" PH:(727)4-4J-2869 FAX:(727)448-8036 [comm, No,l 0214 J[Oate I 08/01/02 )(PQCf. ~
CLEARWATER, FlORIDA 33755 E-MAIL: NESTECH 0 MINDSPRING.COM
I 2
~
L_____
m
CLEVELAND STREET
12/09
7 6
8
3
w
:;)
z
w
>
<(
9
22
21
10
11 20
12
19
z
o
V>
a::
0:::
<(
J:
18
17
15 16
PIERCE
STREET
13/06
~a't
~
JlG,.bo1'
~oJ.
~ vfJ'- 13/11
13/10
uJ <(
0
---- .J
0
n w
~ (,) 13/01
l-
V> ~~ 0:::
0 f2
~
~
3 0
J:~~ 13/02
g 13/03
V> 1/~
2 i!:
"n(} :;)
of 0
(f V>
COURT STREET
$G~
24\03
2
2 1 2
Pa.rk "
Lot
":1'9
~t w
:;)
2 z
~
<(
3 4 ::lC::
<(
0 3
2
~"
. .,.'ffI'
)tIJ1t"~ !=..t;.oJ.
".sitJP'--
3
4
4
g
EXISTING SURROUNDING USES
OWNER: Tom Devocht, as Trustee of the CASE: FLD 2002- 07019
Church of Scientology Religious Fund
SITE: 210 South Osceola Avenue I PROPERTY SIZE (ACRES): 1.79
PIN: 16/29/15/62131/000/0010
PIN: 16/29/15/62131/000/0020
ATLAS 2868
PAGE:
w
CLEVELAND STREET \Xl OJ
" ,.
SA YFRONTgTENNI ~
'"
COMPLEX
12/09 2 IT]
J. R.
D Le-__~o 10
105
L.S, 3
11 20
4 12 19 z
H1 87 0
- (/)
112 107 13 2 18 110 cr:
a::
<(
5 14 17 I
2059-493 119 15 16
28 70
0 PIERCE STREET 0 0 0
<D 08 838 93 <D '<t '<t
<:; 200 D
0') 13/06
13/07 L() <(
IT] 0 ..J
---- 0
n w W
13/08 ~ u 13/01
l-
I/) a::
0 210 0
lL.
P 50
.
RCE w
~
w
....
a..
98 24/01
383
1.I.f, o-d 17383
71
'44;..,ll""
.
9145- 2185
p
UT Deed 17498
It.f. Deed 17.486
· 2
IJF 17463
OAK
g
OAK COVE CONDO.
102-92
21
55
...
N
--J
VJ
\
0'
N
VJ
305
307
.:;, 04
13/10
65
13/02
:c
~ ~ 311 13/03
'I 0
OJ (/)
f'l
Ei 20:;,: 2
I
<:> ~ <:> 300
'" u 65
'" :!< c::;
0
0 " COURT
" 1963- 681
50 '"
c::;
w 2
:::>
z 2
~
<( 3
~ 4
<(
0
V;;Z-1206-5~ -- -
13/11
300
2
if
:::>
<:> 0
~ (/)
o
STREET <.0
ER
324
3
4
420
FLEXIBLE DEVELOPMENT REQUEST
Tom Devocht, as Trustee of the
OWNER: Church of Scientology Religious Fund
SITE: 210 South Osceola Avenue
Iii
CASE: FLD 2002- 07019
PROPERTY SIZE (ACRES): 1.79
PIN: 18/28/15/82131/000/0010
PIN: 18/28/15/82131/000/0020
ATlAS 2888
PAGE:
.
.
Nonhsld
&tt9iftee~~S(?dtU, 'lnt:"
6D \J~~~~~~~~~r~~ ~~0;;f;~~A J3 ?~.::~ Ph::(72:? }-4~-J.-w 1e6~~
. .. _c t~... ~{~\:L Nr.$:t~.C:H ~
AERIAL MAP
OAK COVE RENOVATiON
GG/'.~:~/(J2
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.
.
J
VARIES
}7
/'
/'
h-%
EXISTING h~\"Y
GROUND ~ /'\\~'\
-:{
~\0'
~\\"""
_______/\\0' MEET EX.
/' /' GRADES
~
~/
P,B, 6,0
6" U /0
INV,!),Q
_________________________________________SZ_?~~__~Q__
SECTION A-A
N,T.S.
Northslde
&~ Sew<<a, 'J~,
304 SOUTH BELCHER ROAD PH:(727)443-2869 FAX:(727)446-8036
CLEARWATER, FLORIDA 33765-3908 E-MAil: NESTECHOMINDSPRING.COM
, [
[ OAK COVE RENOVATION
[comm, No,l 0214 )G:J 08/01 /02. )[POqe
RETENTION POND CROSS SECTION ]
)
CJ
U.~i
S:
llJ
Q::
Cl
l-
V)
a
H1.008
<Xl
o
o
o
.J
W
z
it
(/l
z
6
-,
o
)..
VJ
VJ
cl.
r-
'Ill
u
$
1
~
@
"(D
ce: llJ
::::> l1J
"( e:
....,J V)
3nN3/\ \7' >< \t703:JSO ~
c(
UJ .J
02: Il.I
o ~
N d
I
UUL
3/\ \7'
aOOMN33};jE)
3nN3^'d
I-
l.II
Il.I
II:
I-
III
<:
-
....,J
~
<:
"(.
Q::
Ll...
I-
llJ
llJ
Q::
l-
V)
I-
llJ
llJ
I::
tI)
LIJ
<t_
L1J~
Z--'
o~
N
l-
ce:
::::>
8
a.:
....
"
,"-
"
",,-"
..........
LIJ
>
<YO~ ~
~PijS
4-
'<-, 0
..... IS)
......
,...
W
..oJ
""', <(
0
....., en
Z ~ ~~
....,
....,
""'. ....
""',
'"
:; .,.,
::>
'"
<>
.....,
"', ..
.....,
~CI
< CD
A' en
ll\!i&1 ..
ft8II
U t~
a-o
-"
CD'C
-
~
~",
....-----
r Nonhslde I ( SITE PLAN-OAK COVE RENOVATION ]
I &~ SetWiee4,1He. ( CHURCH OF SCIENTOLOGY )
I 304 SOUTH BELCHER ROAD PH:(727)443-2869 FP.X:(727)446-8036 r I )( I ]( hi
CLEARWATER, FlORIDA 33765-3908 E-Mp.]L: NESTECH C MINDSPRING.COM lComm, No, 0214 Dote 07/25/02 Pace L2J
...
,
e
e
M
CHURCH OF SCIENTOLOGY
FLAG SERVICE ORGANIZATION
503 CLEVELAND ST,
CLEARWATER, FL 33755
Mr. Michael L. Delk, AICP
Planning Director
City of Clearwater
100 South Myrtle Avenue
Clearwater, FL 33756
17 October, 2006
Re: Development Order - Case
FLS2004-07055 Oak Cove Dormitory Extension
Dear Mr. Delk,
Regarding the Oak Cove property renovation, we have done the asbestos
removal and the interior demolition of this building.
As you know we have requested approval for this property first, as a mixed
use office/hotel just long enough to empty and renovate the Fort Harrison hotel,
and then as a single use hotel.
It is our desire however, to continue working under the earlier Development
Order approval as a dormitory, and work on those parts of the building that will not
change when the plans are completed for hotel use, which is the majority of the
building. This strategy will result in completion of the entire project in the shortest
time, which we believe to be a benefit to everyone concerned.
Due to the above we are requesting an extension of the existing Development
Order for an additional year.
If additional informatio
638-9088.
needed on this please contact me at any time at
(() - '7.t:t ("'c'f-l
James Bond
Owner's Representative
,
e
e
,J . r.TJ.I
fl ~ '" II ......
" .~:'TI/{-_
,~_\ ~ ............, ~r-
"L' t" #4O'..~/j_
40~.,. , ~~__~.:':.
\ :-0.;.' \1, . ~ ~...
,~.~,-, ~'.!;~. ..
". '. - "
..~. ~~~
...C;' :..==. ~,
.....-- ~\
':.~--- - ','r-..'''':'
-'~!7f;~"~~'"
.._ :4TE"....."
~.,.....,-..I n.J....
, .
C I T Y 0 F C L E.A R;\VA T E R
Lo:-:G R"'~GE PLA"!\1~G
DE\'ELOP1>~E?\"T J\E\1N'
- ""-"-.''::',. '-.
PL~l\~ING DEPARtMENT".:;~2>,,_:'
POST OrncE Box 4748, CU'.AR~'ATER, FLOPJDA 33758-4"748
MUNICIPAl SERVlCES BUILDING, 100 SOLi1i MYRnE l\\'E."'UE,C~'ATER, FLORIDA 33-:-56
TELEPHONE (i27) 562-4567 FAX (i27) 562-4576
December 27,2004
~1r', James Bond
503 Cleveland Street
Clearwater, FL 33755
RE: Development Order - Case FLS2004-11 067 at2l0 South Osceola Avenue (Oak Cove)
Dear :M.r, Bond:
This letter constitutes a Development Order pursuant to Section 4-202.E -of the Community
Development Code, On December 27, 2004, the Development Review Committee (DRC) reviewed
your application for Flexible Standard Development approval for the following within the Downtown
Distric: under the provisions of Section 2-902:
1, Add chases (for required ventilation) on the east, west and north facades of the building. T:-J;:-
chases will be fully incorporated into the architecture of the building; and
2. Paiming the body of the building Benjamin Moore Golden Straw 2152-50 and the trim Benjarr:i:;,
Moore Rich Cream 2153-60 (consistent with approved case FLS2002-09068).
The DRC recommended approval of the application with the following bases and conditions:
..... ....
Bases for Approval:
1. The proposal complies with the provisions of Section 2-903;
2, The proposal complies with requirements of the Clean,vater Downtown Redevelopment-Plan;
3. Thep1an--cornplies with-General Applicability Criteria under the proVisions of Section 3-91-3;
4, The proposal 'will conform to the Downto\\'1l Design Guidelines; and
5, The proposed development is compatible with the surrounding area.
Conditions of Approval:
1. That all other future changes to the exterior of the building be re\'iewed by Staff for compliance
v:ith Downtown Design Guidelines and all applicable Code requirements.
"
, BRW\). AUNGST, Mo,YOR-COMMlSSIOI"r:R __
HO\1' HAMILTON, VICE Mo,YOR-CoMMlSSlONER - WHITNtY GRAY, COMMISSIONER
FRANK HJBIWID, CC'MMlSSJONER * BlllJONSOr.:, COMMISSIONER
". , "F.nTl4' FUPl nVllA"'''''T Al\Il"I A =tDu.......rr l.,..",...~' ~"Dt ,..."",,"
I. ~-,
December 27,2004
Bond - Page Two
e
e
...
I concur with the findings of the Development Review Committee and, through this letter, approve
your application for Flexible Standard Development with the above condition.. The _apprO\r~ 'is based
on and must adhere to the elevations, color samples and application dated received November 12,
2004,
Pursuant to Section 4-303, an application for a building permit shall be made within one year of
. Flexible Standard Development approval (December 27,2005), as applicable. All required certificates
- -of occupancy shall be obtained 'within one year of the date of issuance of the building permit. Time
frames do not change with successive owners, An extension of time may be granted by the Community.
Development Coordinator for a period not to exceed one year and only within the originaJ. period .of
validity. The Community Development Coordinator may approve an additional extension of time not
to exceed one year for good cause ShO~l1 and documented in writing. The Coordinator must receive
the request for this extension within the one-year period of validity after the original time extension,
The issuac'1ce of this Development Order does not relieve you of the necessity to obtain any buiJdL"1g
permits or pay any h'1lpact fees that may be required. In order to facilitate the issuance of any'p'enr...it or
license affected by tbis approval, please bring a copy of this letter with you when applying for any
permits or licenses that req~ire this prior development approval. _
Pursuant to Section 4-502,A, an appeal may be initiated within seven days ofthe date the Development
Order is issued by an applicant or property owners within the required notice area and who presented
competent substantial evidence in the Level One review. A copy of the Development Order is bei::g
sent to those surrounding property O~l1ers who presented competent substantial evidence in the Level
One review, The filing of an application/notice of appeal shall stay the effect of the decision penCh"1g
the final determination of the case. The appeal period for your case will expire on January 3, 20C'5,
(seven days from date of Development Order).
If you have any questions, please do not hesitate to call Mark T. Parry, Planner ill, at 727-562-4558.
You can access zoning for parcels within the City through our web site: http://ww'\'',mvc1eanvateLcom/,
* Make Us Your Favorite!
.......
Sincerely,
~44
Cynthia H. T~apani, AlCP
Planning Director
~- .- -~~'.'"
._.._~--_..._-- ..-....."
-"'~ ..-~...... :...._-~-.O....." .~ .". _ ,
S :\Pl~ning Department\C D BlStandarcl ~e~\lnactive or Finished Cases\Osceola S 0210 Oak Cove (D)\OsceoJa S 0210 DEVELOPMENT ORDER.doc
'-~..,....,--..-
;,;,lil~,.-,
~""'r' ""I"'~~-:.'-' ,. ;"""":~~,,;,;o;;",., .".; '., ~;'"f''.f~~?;:'''''
'0.', 'i.,. <'" 'f:
!,r<tli1lll
~l.;
, '
e CITY OF CLEARWATER . e
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 337S8-4748
Telephone (727) 562-4567 Fax (727) 562-4576
PLEASE CALL 562-4580 BEFORE MIDNIGHT FOR NEXT DAY INSPECTION
OR VISIT OUR WEBSITE: epermit.myclearwdter.com/tm_web
,t
Site Address: 210 S OSCEOLA AVE
PARCEL NO.:16-29-15-62131-000-0010
PERMIT # BCP2004-06722
ISSUED: October21,,2005
PIERRE COURNOYER
COURNOYER CONSTRUCTION INC
1135 PIERCE ST
CLEARVVATER,FL33756
727-449-9876
PCBLD
FLBLD
XCL
I-CBC059605
CBC059605
OCL-0004537
TOM R DEVOCHT TRE
319 S GARDEN AVE
CLEARVVA TER, FL 33756
638-9088
Permit: Remodel
Cost: $4,787,000,00
Proposed Use: Apt, Condo
PROJECT: OAK COVE RENOVATION
PROJECT DESCRIPTION: COMPLETE INTERIOR RENOVATIONS, NEW HVAC PIPING AND FAN COILS, ELECTRIC REVISIONS,
INTERIOR FINISHES THROUGHOUT, ADD AND MODIFY NON BEARING PARTITIONS KITCHEN ALTERATIONS,
Fees Include:
Bui/ding rn Plumbing rn Roof IT] Clearing & Grubbing D
Electric IT] Mechanical m Gas [!J Right of VVay D
NOTICE: BEFORE EXCAVATING NOTIFY THE "CALL SUNSHINE" NOTIFICATION CENTER AT 1-800-432-4770
Tree
D
PLEASE NOTE:
1) F AUTHORIZED WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS OR MORE, WITH NO SUCCESSFUL
INSPECTIONS, THE PERMIT SHALL BECOME INVALID, NEW PERMIT FEES MUST BE PAID BEFORE WORK CAN RESUME.
2) NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE
TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF PINElLAS COUNTY, THERE MAY BE ADDITIONAL
?ERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES_
3) REVIEWED PLANS MAY CONTAIN AODITIONAllNFORMATION PERTAINING TO PERMIT CONDITIONS,
4) PERMIT AND PERMITTED PLANS SHAll BE POSTED ON THE JOB SITE IN A lOCATION VISIBLE AND ACCESSIBLE TO THE INSPECTOR
5) APPLICANT OR CONTRACTOR IS REQUIRED TO REQUEST INSPECTIONS IN A TIMELY MANNER
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
BCP _Perm_6_EXP _CKrpt
e
e
CITY OF
CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIIJ)I~G, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANGE PlANNING
DEVELOPMENT REVIEW
October 24, 2006
Mr. James Bond
319 S. Garden Avenue
Clearwater, Florida 33756
Re: FLS2004-07055 - 210 S. Osceola Avenue (Oak Cove Dormitory)
Time Extension Development Order
Dear Mr. Bond:
On December 27, 2004, the Development Review Committee (DRC) approved the above referenced Flexible
Standard Development application to add chases (for required ventilation) on the east, west and north facades of
the building that are to be fully incorporated into the building architecture, and to paint the body of the building
Golden Straw (BM2152-50) and the trim Rich Cream (BM2153-60) within the Downtown (D) District under the
provisions of Section 2-902 of the Community Development Code.
Pursuant to Section 4-303 of the Community Development Code, an application for a building permit must be
initiated within one year of the date of the DRC approval (by December 27, 2005) with all Certificates of
Occupancy to be issued within one year of the issuance of the building permit (by October 20, 2006). This same
section of the Code allows for an extension of time for a period not to exceed one year and only within the
original period of validity,
On October 19, 2006, you submitted a request for a one-year time extension to obtain all Certificates of
Occupancy associated with the building permit BCP2004-06722, In accordance with the provisions of Section
4-303 of the Community Development Code, I hereby APPROVE a six-month time extension of the original
Development Order to March 20, 2007, in which to obtain all Certificates of Occupancy associated with the
building permit BCP2004-06722 as it pertains to those improvements associated with FLS2004-07055 as
approved by the Development Review Committee with same condition of approval attached.
In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this
letter with you when applying for any permits or licenses that require this prior development approvaL
Should you have any questions, please do not hesitate to contact Robert G, Tefft, Planner III at (727) 562-4539
or via email atrobert.tefft((L~m1Yclearwater.com.
Sincerely,
~. ' rIc.
,JLi't;G)f (1Jr>>-;:, JL -dn -
Michael Delk, AICP . [l-
Planning Director
FI{\I\K 1llllll,\lnl, M,\YOI{
JIll!.1\ nOR,\II\, CiW1\I.IL,\\L\I\IU!
BILL .I I}I\,I ll\, CI)[ ;,I\I.IL\II':\\I\Li!
@
IIIlH 11\\\ILli)l\, Ci)[I\I.IL\\F\II\1I{
C\I{LF:\ A, 1'I'IFI{\I'I\, CO('I\I.IL\IF\\I\I':I!
"EI,)(IAI. E,\II'I.OY,\lI'NT AI\\ l AITIR;\\ATIVI': AClIO:\ E.\\I'Lon:,,"
1)\_
.~.. .-
~,r"h" .;.".i~ ;1.i'-X.'l,.);i."W.;''I.
~"~.: """"
~.
~'~- -...-' ~ '" ~- '-,-'
- - "'-.....-IHftJI-r. - - - "-'v""'--' -- ..-.'---. 11Io.
.
~
... 111
C ~!~
r. .' il
. .
~ ,~
.r
,,:'. Q' -' ,,'. o. t......
, \ !.
-,
'+-
: 'oj
I,
I , . , ; :~
I ,"
'1' ,f'
,.
I r
:
,; ')
"
011 tl
~, , .. t,fJ>, \.
.... - I'
OIl ~:~
e~i ~
.( I ~ ~.
r I
.. .
~,
,~
::b- "
.
,.... ,
" ...
~ ",' "
.. -, ('
"'I . "
'.
~~
'\ ..
~
^
<;
..,
\ \ \ \ \ ~~
\ \ \ \ \ \ :~
~ ~~
~b
~t
d
,,' ~ . ~ .
~?\' ~<
"\..> ~~
,p
~~ ~~~;'
\h
\ ~
\ ~~ ~
r ~11 tv.
~ (l
~
~:
"
~,~-
g.~-
o~. ;)
:::H~ \, 11
s. ~:.: ~, '11
il
3
,j
1)
3
n
,...
~
ii
>
-
g:)
'"
...
~
.."
o
, F
r,,'...
l.A,l.Jt>~i'E- ~
OAK.. c.o~~
~..~,<'...,.~
~ -'I ,.... r .. -<<
,i<: · ~...( I J< ... .
, ,~~I (
, '" ~O.f.) \ "
,01". '~. ..
- ....~~m ()
""~ ~~~\ "fY
;; nlif.
:! f.'~\~
t" ~~.-
r :J~
I' e-~ 4-
".
"
\~ .
.lo
...
3
11
d
~~
g&
~
t
1
~
,
\)
"'
~
~~
" . '1
\' ;L
~ ~;~
"1JCl~
~\I\()
111"'"
"'~i
$\~Ill
~uo'
~;~
. ~c:
~t:'"
03;z
:<:C~
~C:<:l
~~t:
r-S'1:;
)>1::';
'~~I
>~n
;tJo>o
-r:
;ng
~t
.&0
~
"1
'i.'>>
"\ ~:..:
0
r-
y
'" ~
.[,
"
V
r
\Jo
()
"'~
.~ 1 ~,
~".
Z.,r;
N
:.I
li
.
"!
;;
c
~ ~
.... z
~ :
'7
~
"
,~l
iol ~~
i0}
1'i
( ,
: t ~ I
Q . - I. '
I. tP ;
'i0 ~.
0/ 0/'
1%' '"
00 '. ~
i"~\
-l .
~ " \
., I
1%;>''/ !;
tif/
\
.
-lo-'\
I \l ..
'" ~
01 0
. 0/'
=i ~
~ ~
oj' "
Q ,t
.. VI
f .l\
p
r
I.' I'
_i ~ 'T
~ z.
If'
1\
p
r
>/'0
\
\
~
r
"4
~
5
~
"
II'
t
r
.""',,
!: OJ;
:o:;~
r~H
r; 1'1\
. ;J l-:
\,' r"
H'"
t, ~
::.!i]
'\Er<;:
'~ ::
..
.:- t:.1i
~"
o
~
I
~
a
I
~
t
J
~:
~'
..~
~ OS\,
.' 0~
:,; ~:U
:~f
~ '
o ,
'!
.~ ~
r:~ ~
~. ~
J~
,
,\,~:r-
ti.
'';'" ;1
." ~ '..
".]
.. "
i~ ~
z -.
11-"
.. '1 ('
" _,'>c. ,.,'''"''..~/"... .<. ~.j,(:'" :.,-~, ,.....;"..: ~.'..
.4: '*-:-:'4''',,;.,.;.\:;;;,',
,."<-""- --..
~--
I:
J i' _. ._" 'I
~,'
;'~"''''~~~'' J
~ ~'-" "-~t., \
. '" ,
~ ; \ :
\ 4 J . ~
:- VI
ill C'
.,
c
Ii'
o ! . -,
r/" ~
l'I : .
.. ~ I I I,
r. r' .
," ..
'0 . ,,~ l'
0' ~ ' , r.
" f,
~ t '-l ..
t . ~~ I T,
~, ( , . oj
t ;~ t ! ' ;!
i . ..
'Ii n 11 ' ()
., \ 'I. .
'. ,
;;.3 .(",
1. ,. j
.. ,i
+
.. ~ -'i
""
t1l
'"
8
1.
I"
,
~- ~ cl ~':
i~~;i' ~~
~~ "-~ --r
Na H
7j1,.rj
",' .~,
· r:' r:~,
',' \'t~,
1
~;' .
""("'.,..,r ..1'" .....r.rr-
.... ., ""'" ~-;
<=
if'
~
;:;
"
,
111
()
.-
.~
.
J
f>
\1
.
..
':j
..
n
'"
.
~
"
~
;;
~
f,\,l;.
,.
e .,
(' ....
\.~ C
'.: (I
~ ~
to
...
~
~
~
-i
F
..
~
y:
;~
: 7-
.
..f, ~\)l ~ G'
:~ ~(\ d~
II ~ ~; "'I"
.r: .l:~ ~ ~
. ,r -4' ~ P
[" "'... CO' ...
',' r.,. ~-o ~~
.' .. 1"'/
- ~!! t ~o
"'7 ~ i ~~; J", P-
I j f< I 1 ~ ~ ~ fl'~
/ ]~ ~J\
i~ r~
-' oJl',_
"'J\
g.~
..'"
, .
,
o
i
~
/)
I f'
, I)l~
i'~
F!:
,,~
~;>'
J'.,.
"r_rI
~~
'"
Ci,.
,To,
~
r
I<
~
Il'
~
, 4
; I
"
If>
..
Q
III
"
'$.
III
.fI
.
I'
I'
~
r,
'"
>r;
Oi..
.i!6
1(1
.1'''
f~
l\~
"$
~..
~:;i
..
:;,q
....
v
)
....~'.:
~i
t.'
~~
WI....IAM. a WAL.KIiA ~ "
ARC H..TEE CT S
~. A.4
.- -..... --- ............ ~ ".
'~ [
--
t ·
..."
,~
i
Jf'"
.J1
-~
o
(p
.J1
..
'-'
to!
C.i2
\.)1
.-
.. .-
""
I >'
mC
_I
.",,---
,~-' -,...........
-
-~-~-.,
~ ....'
,~a~~ '
~ ~ ~ ~
~ ~r&t
~,~.,? ~
, C t ~. i)
.. '" r ~ :;
~h! "
_ c
,J!ij
fii'!if
.,1"
"'So!:r
-4 .-i r
oj... ~
~
'..
~.t~
V~'l
,..,'
,.
I
.
.",
I
,
...1
... ,.
"
,
"
,~'
, . ,~fl~~'v.'",";"
.,..... ,__ r ~: -...;:y".....""?'. -.I .
c!:".' ",~~_,'".t;;1r
--.,.,.."
--....- ". .......
'r
-.
I
j
i
i# ~,
I~. ~
J; ;0. /~:'(
I "t
i
f I
,t;- i \ >4
, .~, :i.g~I~"'~i:'
" " ;a".,c.
.,. ''),
. .
-:\ .
G
-4
1 I
r ---
~">T',..;r~'--<'(
I
!
-'-
e.
Ci.....
~
~ . - -r-
.- ~
~--
fM
!~
/-
;..
r
f
""~\J"
o~c::.1iiOI...A.
- 'to
----=-
-
';'<t,
.
z
,1" II
CD
, fA
t ' . ~
, ,I
( ,iI
tJ~
crO
i~
.
.
_w."
.
~
[/)
n
o
~
m
to ~ =1
1I1~
~~
om
~>
z~
a>
>~
z~
t)~
>z
~~
tlJ~
z~
t)n
zO:
ai
~tI1
~~
~[/)
z6
@~
~
[/)
~
~
r
r
I ''''':'''' I, r-- I '.. ~w~~~~ ~ [.L ] _1- ~I~ 1
.-------,-. ]"--"'---[ ;-1 r- rnJi
,~.~.J-.B ..~_: .. j ,
". ~r ~-1 RIl BJm.
ttL ;=o.J IT ~J DID
,- ..,- ",,1__,.,_ ,---,.., -'---, ___'_n__ " L
I'JJ1JI~;S~n:X)d :"1 _____
i Ill];]] ~ - I -- ~ ..~" ""'".. ....--.
" "'''''',,' 7' .-'.'-'-'-'--"'- D-~.Tl [ll[
!~""lr 'TJ~/]"""l- J ;--~:-,~7l',"L~ ~ ,:0~ 9HO'" "
IJ) (fI ^____ _:t>o "
~ t: AT1>jCJIjV'l --;ii 'OONOJ
~- ---"--,---- ~ ,.--....--.- .--- - - - --. '- - - -- , - ~ - - "
I'.:) J,rl:>'lUv",
I l- - - I- -rii
lil'II(", /
II V i ~s ~rn P}~ ~ =~~'ill.~I[g =]I::~.LL_.. \ I
~L_.86z~98 , ~~
1JI1J1UVdJ L--JI r 'c..5
i '1,1, . .J!=-f]'. .....-., ,~ >J
",' 0 ~~ _
I \ I I I l~~ ... ... '.'" .' I f--
I .\ \! I~" . . T". , ~ ~; .... ...~='3;""..._"'''~
1-, \ - ~~I ,. ' ~ ~ /'(' ,.:-0." I
" In / -/ rlVl1 AI U
.. ,'''''7 :. ~~$ l I
V
, I ~ "'"" '", "",voo g... . ,,;,;;;, ,;, ". .. .. ..LI. :..::.:=:: I ""ml~()IJJ) Vlj V
,:c::%,.I~,!:".,,: ) . ~'" 8;~3c-';rlI3J]1~';IE~'.]'~~,IJJ's~'~V~u6()~/( ~
,.1> - ln I- ~:;::::::, ,_ ,I ~ ~
i, :#- ;;; I-- '" - ~I]I NTLM-31!QJ08tNfj
"11\ ,r} ~ h"~ ~B';lj[I;]';'~",:~J: - -
'r I '.,,5~C. ~ 1--' L ~ . -IT'.:,,--,J\'rf; USNns TI ~.
III ~ r~ ~ ' ,; r & ~i1 · ',""",,",,. .'~~~;~~~~iiit'liJ~= !-
- iC - ~;, t=: N?--~-----r] V
1\/r) I (,', i'- l)S;:--..-,", ___ ':1
III! i l - r-- i: 11M,.
I 11.'Il', i." - Ml1l11 -
I I 1 rltJ ~ 'I ITTTulr~lJr- 'f f- " -11-1~'
-
i
I
I
I
r- -
11-
';,'
,"
_ J I" ,"
-..
[' I
I
>JI;IO
~j
(0
.
.
\
\
\
\
I
/
\
\ \ "-
--~ ,"~,
~ 86-J
f!9.l
:3JtJfld
.--. \'\
~ - === /
~
/
~(
(~~
~"
// /
/
~J
c7-; 'E:>
'---' (~
---. C?-
~-
C7
-~':)
.
7
.
~
~
(ltTjO
>><>
(/)~~
tTjCO(l
"~O
~v<
vtTjtTj
N<~
Otr:l~
O~O
t;-JO~
O~tTj
cl~~
tOz~
~
In -l
n -<
~ -0
f'l ......
\)
... l>
~ r
II ,.,
... r
'0
o
iO
-0
r
l>
Z
'Z
~)
. '"J
---Q ---')
~ '-,
~
.
>-
a..
c..::t
LLI
--I
-
.....
ru
0
0
ru
01
1Il
~
1Il
c\j
~
"<;f
C\J
~
~
-:l
U
ill
3:
en
3:
U
U
ill
CI.
en
ill
CI.
co
U
(/)
U
C
<U
,...j
/
"<;f
~
C\J
0
/
C\J
0
0
(\j
/
(/)
-'-'
U
ill
,~
0
C-
o..
/
(/)
en
c
.M
3:
<U
C-
D
/
U
.M
~
.D
~
0..
/ ....
..-.
-W
C
(/)
Q)
Z
/
/
,
...,
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND/OR LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION BY THE
CONTRACTOR SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN
HAS BEEN GRANTED.
2. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMI1Y TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSIAN IS CREATED, THE AREA SHALL BE RESTABILlZED WITH SUITABLE
MATERIAL.
3, ONCE FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN HAS BEEN
GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE
BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE 1YPED AND
RELEASED TO THE CONTRACTOR.
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION OF EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES SHALL BE RETAINED WHEREVER POSSIBLE.
IT SHALL BE REQUIRED THAT PROPOSED IMPROVEMENTS (Le. BUilDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE WITH
SUITABLE GROUND COVER. NEW TREES SHALL NOT BE PLANTED
WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN SHALL BE UTILIZED WHEREVER
POSSIBLE FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN
DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM,
ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL,
ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL
AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF.
3. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT
AS REQUIRED BY WHEEL STOPS, RAilROAD TIES, OR OTHER SUITABLE
BARRIER WHERE POSSIBLE, THE AREA BETWEEN THE BARRIERS. AND
LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE.
4. NEW LARGE TREE SPECIES PROPOSED FOR INSTALLATION OR
REPlNATING SHALL BE A MINIMUM OF 10 FEET AWAY FROM BUILDINGS,
SIGN, FENCES, LIGHT POLES, UTILl1Y LINES AND ANY OTHER
OBSTRUCTIONS IMPAIR ITS NATURAL GROWTH.
5. NEW TREES PROPOSED FOR INSTALLATION SHALL NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILl1Y LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS WATER LINES,
MUST REMAIN OUTSIDE THE 5' X 10' OPEN SPACE FOR PLANTING.
6. SOILS WITHIN PLANTER BEDS SHALL BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE,
7. ALL NEW LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1
OR BETTER.
8. ALL REQUIRED NEW TREES MUST BE A MINIMUM OF 8' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL NEW HEDGES SHALL BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN A PERIMETER BUFFER, THE BUFFER SHALL BE A MINIMUM
OF 5' WIDE.
IRRIGA TION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER SHAllBE USED AS A PRIMARY SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUN1Y OR MUNICIPAL WATER SOURCES, UNLESS IT HAS BE DEMON-
STRATED THAT THESE SOURCES OF IRRIGATION WATER SUPPLY ARE
NOT AVAILABLE.
2. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS, WilL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
ONTO LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF SHALL BE
SERVED BY A SEPARATE IRRIGATION ZONE FROM THE LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY OR HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS SHALL BE OPERATED BY AN
IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE
SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS
MUST HAVE MULTIPLE CYCLE START CAPACIl'f' AND A FLEXIBLE CALANDER
PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATERISTRICT
MANAGEMENT DISTRICT IMPOSED RESTRICTIONS,
5. AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
....
r
..,
IRRIGA TION NOTES (CONTINUEDJ
u~~~ (& ~~~(lJJ[83 ~[L~[Mu~~~ [Q)~U ~~[L~
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS.
THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER,
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE l'f'PE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6, FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
ASPHALT PAVEMENT ·
ROAD BASE ~
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD OR APPROVED EQUJAL.
3" Minimum Mulch
THE IRRIGATION CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG
WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
3" Soil Saucer
CONCRETE CURBING
Remove Container
From Rootball
Planting Soil Mixture
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
Existing Soil
ANY AND ALL USE OF HOSE 81BBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PlUMBIING CODE, CHAPTER VI CRITERIA.
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY
IS REQUIRED.
SHRUB PLANTING DETAIL
N,T,S,
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
XERISCAPING GUIDE:LINES
Finis_h Grade =1__
3" Minimum Mulch
ror Cabbage Palm Installation:
Trim All rronds at lime
of Digging and Planting
ror Washington Palm Installation:
Leave inside raw of fronds
fie up with biodeqrodable twine
ror Cabbage Palms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
ror Washington Palms:
Leave all boots on trunk
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
20 Layers Burlap Pad at
Support Contact - No
Nails in tree Wood
2, DROUGHT AND COLD TOLERANT PLANT MATERIAL,
.....
.J:
0>
'ijj
:I:
.ll:
C
2
I-
~
o
Q)
U
2" )( 4" Brace (Yellow Pine)
Space Three at 12r.t Typical
Remove after one growing season.
2" )( 4' Stake (Yellow Pine)
Three reet Long
Remove after one growing seoson,
Saucer Rim
Wire lie
3. GROUPING OR ZONING PLANT MATERIALS BASED ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
E.. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOilS, MANURE, PEAT
AND COMPOSTED MATERIALS) MIXED WITH EXISTING SOILS WITHIN LAND-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
F'o,)tboll, 16" IAinimutr1
Fojivs From Trunk
WClshed-ln and Tamped
Planting Soil Mi~ture
- Existing Soli
6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
PALM STAKING & PLANTING DETAIL
N,T.S,
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
CROWN SPREAD
t
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
~
~
Gl
:J:
Remove Deod and Injured
Twigs, Trim No Leaders.
Retain Natural Shope,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlJrveyor's Tagging
Tope, 6 Length
J - 12 Guage Golvanized Wires
Spaced 120 Around Tree and
set At A 45'Angle With 3- , 68
Duckbill Anchors Or Equal
~
~
Mound To form Soucer
3" Minimum Mulch Layer
Remove Burlap from
Around Top Of Boll
Planting Soil Mi~ture
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N,T,S
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
~
~
Gl
:J:
Remove Deod ond Injured
Twigs, Trim No Leoders,
Retain Natural Shape,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlJrveyor's Tagging
Tope, 6 Length
~
3 - 12 Guage Galvanized Wires
Spoced 120 Mound Tree and
Set At A 45'Angle With 3- , 68
Duckbill Anchors Or Equal
Remove after one growing seoson,
Mound To form Saucer
3" Minimum Mulch Layer
Remove Burlop from
Around Top Of Boll
Planting Soil Mi~ture
Provide a minimum 5'x10'
unobstructed planting area
TREE STAKING & PLANTING DETAIL
N,T,S,
u~~~ [83~~~~~~[Q)~ [Q)~U ~~[L~
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WilL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
iF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE
REMOVED AT THE TIME OF INSTALLATION.
HARDWOODS
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
1" X 4" Horizontal Wood
Members or
Approved Substitute
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED
(NOT COMPACTED) AND A MI NIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTAllED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE,
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
PROTECTIVE BARRIER DETAIL
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL
N.T,S,
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
TO TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH.
':.."j
PINES AND
SPECIMEN TREES
~
~
I
til
..
'_li1IlIiIr.l
'"
z ~t
g 00
.. ,"t
.lI( -.0 "
... .. Z
Cl& ..-
o ,,~
~ t-~
Z S~
.. 1,-
= xt
:!@
. ~:z
-.0"
=t ~E
.. '" IIiI
li ~~
.tft _ _
~ ~<C
~ E~
~ III
-
>
!
.
1ft
" ~
Z '"
- '"
Z S'.
j ~Q
~ t:~
A A~
ZX"
j ~!
. ~~
:t ,,~
~ O~
\I <Ov
..
--I
NES Comm.: 0214 I
Drawn By: A.G.G.
-1
Checked By: K.H.R. I
I ssue Date:07/25/0~
Revisions:
No. Date Descri tion
-l,
!
o DESIGN/DEVELOPMENT !
~PERMITTlNG & BIDDING I
O:ONSTRUCT10N DOCUMENT~
i
en
z
o
.-
l-
e(
o
.-
IJ.
..-
o
w
a.
tJ)
w
0.
e(
o
tJ)
c
z
~
>- w
C) :J
Ozttl
...I,
OO~C(
I- - "'" c
z~ji2
W> 00
(jOW..J
U)ZOu.
u.Wenli
O ~ OW
W:cl-
:E: > .... ~
OO:J~
~ 0 O~
::) ~ en uJ
:c <C C)..J
00 NO
I
L 1.21
TriIS DRAWING IS AN 1NSTRtlt.lENT Of Sffi'VlC[ AND SHAlL RO.WN TriE PROf'(R1Y Of TriE
ENGINEER. AND SHAll NOT BE REPROOUCED. PVBUSHED OR USED IN foX'( W~y WITOOVT
TriE CONSENT OF TriE ENGlNlLR, cgCOI"YRIGHT 2002 NOT PVBUSHEO
SEP 16 2002
KENNETH H. ROUSH. P.E. -33366
COPIES OF 'fliESE Pt.ANS ARE NOT VALID UNLESS
EMBOSSED Wl'fli Tl-iE SIGNING ENGINEER'S SEAl
I I I
I I 4'x2"x2" I I
I Driplinel--i A
1-- 2/3 B 8' MAX I I
I Full Dripline I
1-- ..I
I WOOD FENCE I
\
C\J
o
o
C\J
LD
01
cTi
'<;f
Lri
..-1
..-1
C\J
en
::l
<r
u
<lJ
:3:
en
:J:
U
<lJ
+->
'.....
(J)
-
'<;f
..-1
('IJ
o
-
C\J
o
o
C\J
-
en
+->
u
OJ
o
C-
o..
-
en
O'l
c
'....
3:
ro
C-
O
-
CL
\
\
\
\
\
\
\
- -
\
\
\ en.
\
I ~
\
\ ~
\ ~
I,
\ tl.j
~
I
\
~11"
~
- -
- -
INLET
14" TOP ELEV,=27,07
\(c, INV, ELEV, =21. 72
':1)'\' INV. ELEV,=22,B
",.. ",.. ",.. .......mJ}- -:-'(c,-
",.. ",.. ",.. ",.. ",.. ",..~* 11" ':1)'\ 5
~11" ~1"
- -
- -
~12"
~12"
l'
,1.::. *7"
\ ':1)'\12"
~..
~13"
*12"
*12" *
13"
~ 14"
*14"
D
~ ~~~<t\IED
_10 EM/~
.
.
.
.
.
----I
.
.
.
. ,,--.,
: :2
: '-'
.
.
: co
. In
.
: LO
:n
.
. ,,--.,
: ~ 0...
: :2 '--"
. '--"
.
· w U)
: LO
: :: ui
: n n
: ~.-
: N
: 0 I
. 0 f--
: 0 6
:"-
. GJVl Ul
;h:
:~
.
. .
. .-
...... .......c C':::::1
. .
. .
.~
. ~-
.
.
:~ I
r,j i~
.
: I
! !V)
: I
! !~
. I 1..'
: i ~
.
: I >-
" / c · i ct
FUEL l i ~
TAf<K- f-] r-llEB-1 ____ · ' J i : ~
^..."" ',' -Jr- ,. ~!.l'" ,. ~~;-~t~~, _::'t ~_~. ..J~~ ~_ ... ' . ~- LP;''r . " , ~ ~ 'J '1Is,e"1 ! ::
EXMI~1!t- _,_ _ __ _ _ _ __ _z..~.:;~O.::~~!:~L.L _ _,_ __ __ _ _ _ . "". 'F' F~ V'=~=T Vi' u" 'C. .~. ",' ". ..... . ,'c. u ' ---I: : '"
~ 890 :34' 00" W (P & ~ ~ ) 5 7 :2 -2-0-' - ( FJ ~ - - - -5-7- c; -1 ~ ~ - "( t -1 ; - - - - - - - - E~X -. ~~ ~ - - - ~\ - - - - - - - - -, - - - - - - - - - - - - - - - - - - -~ - -. ~ - - - - - - - - - - - - - - - - - - - . . . - - - . I"' - .. - .l_ - - - - ... ~ ':'S
'v, ... \' L. J ,I, If<! ., !1 - SN,,'A'" ",\II : (, ""1
\ _ . ,,'111)/1,", . : \~,." ,
PIN ELL A S C 0 !J N T Y l.tX 6 '11Im C/i fENcr TO "UJAf'J i
.
.
.
.
I
I
.
I
I
.
.
.
.
1"\, I
! ,
(~ A l_ V ^ f'~ Y
BAPTIST
C H U R C H
INLET
TOP ELEV,=30.B7
INV, ELEV,=24,02 W,
INV. ELEV,=24,17 E,
WALL
I
II ----------:=J
----
I
I WALL
596.00' (P)
595.9:3' (M)
S 89'"15'30" E (p)
S 89"14'58" W (M)
, 24" R.C,P. _---
E, _-------
---...--
............
10/15"
--~ ~~
12'~' U12" 8" " . 10'~ LP~
- -
- -
- -
- -
- -
~
12"
10"
~
9'~
r
GREASE L
TRAP
-,
t' DEUX/STING
MPSTER
TO REMAIN
--,., /'
1[----------.//
"
,I
II
,I
"
) I
r:"')
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.
.
-\
o<?
,,\
(j'r
EB v
,,' ,f!
%
1-....'"
?;
o
-.J
W
OJ
o
z
o
u
13 STORY CONDO
FLOOR ELE~'~~UM BUILDING
13860 sa .- 3.25
. FT.
[1_. 8 !
~~
~"J
~'-~ ---
f0
S
8
ONE-STORY
517 SQ, FT.
EX ! ~l..ET TO REM~! ~~
TOP ELEV == 30 (:.i
!r~ v. EI~E == 25 3+
\
\
- . . .
I~"=="l
10"
\
\
\
(~
NV III
~-~
PLANT MATERIAL SCHEDULE
SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS
QUANTI1Y
~ QV Quercus Virginiana LIVE OAK 2" CALIPER
10' HEIGHT 7
* LI Lagerstroemia indica CREPE MYRTLE 2" CALIPER 14
8' HEIGHT
i< WR Washington robusta WASHINGTON PAlM 10' CLEAR AND
STRAIGHT TRUNK 5
* SP Sobol palmetto SABAL PALM 10' CLEAR AND
STRAIGHT TRUNK 6
~ NO Nerium oleander 18"-24" HEIG~T AT
"Petit Salmon" DWARF OLEANDER PLANTING. 36' O,C. 61
MAX.
E~ 0 0 0 0 O;d 14"-24" HEIGjH AT
000000 ID Ixora duffii
000000 TRINIDAD FlAME BUSH PLANTING. 30 O,C. 176
~ MAX.
IV Hex vomitoria YAPON HOLLY 14"-24" HEIGHT AT 25
PLANTlNG. 30" O,C.
MAX.
~ TA Trachelospermum DWARF JASMINE GROUND COVER
1 GAL. MIN. 465
asioticum 24" Q,C. MAX.
~ HR Hibiscus roso-senesis HIBISCUS 14"-24" HEIGJ1T AT
PLANTING. 30 O,C,
3 GAL MIN. 128
I:~:~:E LM Uriope muscari 18"-24" HEIGHT AT
EVERGREEN GIANT URIOPE PLANTING, 36" O,C. 247
MAX.
f......~ GROUND COVER
. . . . . . . SOD
. . , . . . .
. . . . . . . 1 GAL. MIN.
. . . . . . .
24" O.C. MAX.
SCALE. 1..20'
~
~
~
~
~
V)~
W
0:::
<r::
>
3.:
'''~
0:::
~
\::)
I)~
(\1 /
'( )/
20
o
10
G~
... til
en'
~
..
III
~ ;t~
1= 00
~ ,~
"'" .. "
.. ..Z
~ ..-
o _1lC
~ ~~
Z S~
.. ..-
~ )(t
;!Q
. ~Z
..~
:l ft t;
.. ....
"'z
! ~..
~ t:~
Z 1'4~
Obi
M W
-
>
!
.
,
"'~
" ~I
Z =i
i ~~ I
Z mA
j ~;
At t;o
D A~
ZZ.
j ~e
. ~;
... \I ~
E O~
\I <4 \I
NES Comm.: 0214 1
Drawn By: AoGoGo
Checked By: K.H.Ro
I
Issue Date: 07/25/02 I
Revisions:
No. Date Description
08 15/02 DRe COMMENTS
DDESIGNIDEVELOPMENT
~PERMITf'NG & BIDDING
o CONSTRUCTION DOCUMEN'TSI
40
z
:5
t\.
W
I-
--
In
W
11.
<C
o
U)
c
z
:3
.
.
.
,
1~"
...,. R,
, .
, .
,
~\
I
, '
I
, I
co C)Y' :D I
z:.~:r::DY\ ~
-' yO 0Q
~~~\\S ~
-';z'-' v' .
eN.CJ 'I --> \1 I
U' \ eN , I
0", II --> ~ \.0 I
, r-,~ -l> C::O, I
~.:~.\\ \
(,;:iIJ--> \ I
-'J~ eN ·
'-->-?- , .
eN eN ' '.',IL:: 11" /
z. -l> -l> , ' '::'t1- '
" I /12"
~~r- , /Lr.::. *
.../ _?: . :/)\' 14"
r-~ · ~,r.::. 12" r
2".' ;!}\' 12"
J .
~', * !
\,J 1'" ,/
~ -' '~11" '12"
~ I /
ij tJ:j '\~'/ 13" -'*,2" ~<1'
~ ~ ' ~ /
~ ~~ , . 23" *1 ~4" ,\(c, ()29 "
20" \ ~ " 0 11', --~ f2'
C) ,1 -APPOX LOCAT'ON *12" 14" ~
~ 16" RECLA IfAEO WATER /
~ ~ 024" pp~5'\' j __ -----/
- .. ...... ........_ - ~ - fill ...... .. .. ------
___'-'____~______~----- 20'~~. I ---~I-~--)(----~-x ~,--~*- '* - .x" '* "" - x. ..".x--- - )<,--'
';~" ~ /----- _..~.. .,.---- ~ 6' CHA'N liNK FENCE~~
\ 0, (/ RE1ENTiCN POND 'l
I, : I
i '
I /
/
>- WCD
~ :)an
o Z~
..J Z W C..,
OO~C(
I--~C
ffi ~ :5 02
- ~ 09
OZWu.
(/)wu..
La. IV (/) ~
OIoLOW
W ::J: I-
:J:~!5~
~ 0 o~
:,:) ~ (I) ~
:::c <( (:)..J
00 NO
~1S DRAWlNC IS AN INSTRINENT 0( SEIMCE ANO SHAll RO.WN ftJr ~rrtv
ENCIN[[,R, AND SHAll NOT BE REPROOUCED P on.. "'!W'I""LI'I r 0( M
~E CONSENT Of' ~E ENGINEER ' U~CO~202001H200 WAY WlTHOOT
, ,''''''''''' NOT PUBUSHED
L 1.1
vc.r 10 2002
KENNeTH H. ROUSH. Pol!. elUee
COPIES Of' THESE Pl.ANS ARE NOT VAllO UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl.
I~
POST OPTIONS:
2"x4" OR 2,5"DIAM,
WOOD; l,33LBS,/FT,
MIN, STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F,D,O,T,
SPECS, OR EQUAL
EXIST.
GROUND
$9.5
6' MAX,
--I
~
NON TRAmc GRATE
ON 2" GRATE SEAT
(2 SIDES MIN)
tu:v. 9,0
FILTER FABRIC
EXIST,
GROUND
8" CONC. MASONRY
OR APPROVED
6" CAST IN PLACE
REINF. CONCRITE
PRINCIPLE POST
PosmON. CANTED
20' TOWARD FLOW
Sa.5
I
I
..
I \
I \
I "
~-------- -----
/
,
/
/
//
/
/
/'
SIL T BARRIER DETAIL
NTS,
'^'
CONTROL STRUCTURE
NT,S
6" CONC, BASE SlAB
6X6-Wl,4X 1,4 WWF
..",
1 '
EXIST, SURFACE
~ VARIES _I
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL 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 98% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO
T -180. 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,
NT.S,
1 1/2" TYPE S3 ASPHALT
OVER 1.5" TYPE Sl ASPHALT
1/4" PER FT MIN SLOPE EXCEPT AS NOTED
COMPACT TO MIN 95% MAX LAB DENSITY
EX. 6" L1MEROCK OR SHELL BASE
VERIFY:
MIN LBR 100 AND COMPACT TO
MIN 98% T -180 DENSITY
REPArR OF PAVEMENT CUTS
EX, SUBBASE TO REMAIN
ON SITE
PARKING & DRIVEWAY SECTION
NT,S,
MEDIUM BROOM
r FINISH CONC. WALK
2' lEVEL
l-SHOULDER..J~ 7,5' j
I SOD I SLOPE 1/4" P..[R FOOT 0-
IIII=I!!I-:' " -, 4"" ,
IIII=II!!=
RETENTION BASIN
UNDERDRAIN CLEAN-OUT
w/18"x18"x4" CONC, COLlAR
FLUSH AT SIDE SLOPE,
TOP OF
BANK
4 ~-//^,y/^"
b,'.' ":.J/r"
. CJ/r COMPACTED
· //1 APPROVED FILL
6" SOLID PVC
w/90' LONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U.S.I.)
6"PVC
UNDERDRAIN
BOTTOM
OF BASIN
/^,Y/^"
FILTER
FABRIC
FILTER
MEDIUM
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4" WIDE
CONTROL JOINTS
@ 8' O.C., &
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O,C.
N,T.S,
L IMPERVIOUS
MEMBRANE
UNDERDRArN CLEAN-OUT
CONCRETE WALK DETAIL
NT.S
PER CITY INDEX 109 1 OF 3
~l
OJ
.f
~
"'-
s...
Box
VARIES
/}
./
./
~'~
EXISTING /,~'
GROUND '\\~ ./\\(-:Y
/.\\0
-------/\\0 MEET EX.
~ GRADES
18' Mln,
24' Mo.x,
Max, 15' - Mln, 4'
Distance VarIes
C
i'
6.0
6"U/D
INV.!5.0
-----------------------------------------~-~~~--~Q--
.
C>
I
M
i
I / Mech
Joint Valve
SECTION A-A
N,T.S,
(\J
o
o
ru
lO
("rJ
Oi
o
"'T
..-.
NOTES, i
1, SteaMer Conn,ectlon to Face Street,
2, All Fire Hydrants to have 5 1/4' Valve Seat,
3, Fire Hydro.nts Shall be Placed at Street Corners
or In the R.o.'W. Adjacent to Side Lot LInes
'Whenever Possible,
4, See Sheet 3 itor Typical Connections 8. Flttlng~,
THE FOLLO'WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS,
1. BEND - INLET AND OUTLET
2, TEE - ALL BRANCHES
3, OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6, DEAD ENDS
7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
N.T,S, CITY INDEX 402 2 OF 3
lO
..-.
o
CD
(J)
C
o
~
TYPICAL FIRE HYDRANT SETTING
en
3:
U
(f)
~
'M
ro
....,
CD
o
-
"'T
..-.
("IJ
o
-
("IJ
o
o
("IJ
-
(f)
....,
u
OJ
..-,
o
'-
a..
-
(f)
O'l
C
'M
3:
ro
'-
o
-
U
'M
..--.
.0
::J
a..
-
..-.
...,
C
Ul
CD
Z
-
--
Restraining Gasket <T~
Thrust Restraint <Typ,)
L
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG,
L = MINIMUM LENGTH TO BE DO NOT USE FOR
RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET
* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY 'WRAPPED PIPE
NOM, ELBO'WS (deg,) VALVE DEAD
PIPE TEES END
SIZE 11,25 22,50 45 90 BRANCH
4 2 3 7 17 18 30
6 2 5 10 23 30 42
8 3 6 12 30 42 54
12 4 8 17 42 * 76
16 5 10 22 53 * 97
20 6 13 26 63 * 117
NOTEI THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U,S,
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE, THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS,
DUCTILE IRON PIPE RESTRAINT
N,T,S, CITY INDEX #403 3 OF 4
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE
-
'"^""""'N""~
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N,T,S,
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST, BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSrTION DETArL
NT,S,
SEE PLAN
P/l
PlACE SOD 1/2"
BELOW PAVEMENT
fiN. GRADE PRIOR
I TO SODDING
4- POSITM: DRAINAGE (4; 1 t.4AX)
, L ~m EX,
~V!^,..",,~' ..11'______
c ,~ ,'^' , ~ COMPACTED GROUND
COMPACTED GROUND
GROUND TRANSITION
A T THE PROPERTY LrNE
N,T,S.
Bo.ck of Curb
or
Edge of PaveMent
I
1"[
2'
./
18" CONCRETE CURB
BAFFlE NOT SHOWN
FOR CLARrTY
RETENTION BASIN
EX, OUTFALL STRUCTURE
POSITION CONTROL STRUCTURE
AT THE TOE OF SLOPE
CUT lS.X 18" OPENING
IN BOTTOM rILL W/
14 STONE
1 PLACE EROSION & SILTATION CONTROL, SEE SHEET C1,2
AND PLANS,
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN,
. .. ;. '1'. ... ,.",: ',.' ":.~ ~
3 CONSTRUCT OUTFALL STRUCTURE OVER DISCHARGE PIPE.
4 PLACE GREASE SKIMMER,
5 PLACE EROSION CONTROL AT END OF DISCHARGE PIPE(S),
N,T,S.
RETENTION BASIN / UNDERDRAIN DETAIL (1)
RETENTION BASI N
PROJECTED SIDESLOPE OF
RETENTION BASIN ~ / ./ /
/'
/'
/
/' /' SEE UNDERDRAlN
BOT, DETAIL FOR
DIMENSIONS
TRENCH WALL
(PROVIDE SHORING IF REQ'D)
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO !95% OF MAX DENSITY.
2 EXCAVATE TRENCH FOR PLACE:MENT OF THE UNDERDRAIN
AS REQUIRED,
3 VERIFY WATER TABLE; WELLPOIINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAlN. (A COPY OF SOIL REPORT w.y BE PROVIDED IF
REQUESTED AS SUPPLtMENTAl INFORMATION ONLY)
4 CONTACT N,E.S. FOR INSPECTION.
DETArL <m..
NT,S,
CONNECT 6.PVC
UD TO CONTROL
STRUCTURE;
IMPERVIOUS
MEMBRAINE TO
BE WATER TIGHT
o UNDER DRAIN
AND AT CONTROL
STRUCTURE
EDGE OF PAVEMENT
CURB ENDING DETAIL
N,T,S,
ONL Y APPROVED
Kennedy Guardian No, K-81A
Muller Centurlan No, A-423
U,S, Pipe Metropolitan
Joint <Typ,)
FINISH GRADE
FLUSH TO TOP
OF CURB
1" RADIUS
MEDIUM BROOM
FINISH CONC,
EX. PAVING
16"
- -II
I [_
II
1=
--II
1=
=~II
l~::1
COMPACTED
SUBBASE
EX. BASE
~~III--~L1I=-
II_~=! II.
='1
--I I NOTES:
I I 1. WHEN REMOVING EXISTING CURB
THE CURB SHAll BE SAW-CUT
AT NEAREST CONTRACTION
JOINT AND FULL SECTION OF
CURB REPLACED.
2, INSTALL EXPANSION JOINTS AT
50' INTERVALS, CONTRACTION
JOINTS AT 10' INTERVALS,
3. CONCRETE SHALL BE 3400 PSI,
VERTICAL CONCRETE CURB
N,T,S.
RETENTION BASIN
~~KOF
6"
~~
lIMIT OF SOD _ .
TRENCH WALL
SOCK
~( "
~,C>i
A-. ;...
FILTER MEDIUM 6.PVC
~- (SEE SPEGS, 6" UNDERDRAlN
SHT C 1,2) (SEE SPECS)
FILTER FABRIC L )
W/PERMEABILlTY COEF, IMPERVIOUS MEMBRANE (30 MIL
OF 0 20 CM/SEC AT ALL SIDES EXCEPT At OPENING,
' RANE ALL SEAMS MUST BE WELDED
(DO NOT PLACE MEM8 WATER TIGHT PER MANUFACTURER'S
AT THIS OPENING) RECOMMENDATION.
NOTE:
NEITHER 157 ROCK NOR FILTER MEDIA SHALL BE COMPRISED
OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE
AGGREGt,TE, (SEE SPECIFICATIONS SHEET C 1.2)
DETArL (3)
"
N T S
C.O, FLUSH w/SIDE SLOPE
6-
SOUD
PVC
6.PVC
lONG
RADIUS
BEND
CONNECTION TO
BE WATER TIGHT
o MEMBRANE
NT,S,
UNDERDRAIN SYSTEM ISOMETRIC (U.S.r.)
IMPERVIOUS MEMBRANE
wi WATER TIGHT SEAMS
/
GROUT TOP OF HOLE
6' LONG PRECAST
Cm~CRETE WHEEL
STOP W/HOLE TO
ACCEPT #6 ~ FOR
A SNUG FIT 8"
FROM EACH END
2-#5 ~ DRIVEN
THROUGH WHEEL
STOP TO COMPACTED
SUBBASE
EX. PAVING
5-1/2"
2'
EX, BASE
'I'! III 111'1 1'1-=-.:/11_"::::.11'=_
' .: ---, I 1--. ,~_.. r :::::.::.1 " '
- I! II -
I 1_ I
'1 1=
COMPACTED
SUBBASE
NOTE:
LOCATE WHEEL STOP
2-1/2' FROM EDGE
OF PAVEMENT TO
CENTER OF WHEEL STOP,
WHEEL STOP DETAIL
.
NTS,
J
I
Vj
z ~~
,.
Q (,~
t- et
. I
",r;
,. ~'
~ ~.
0 ,'.
A- t-.
1'"
'^ "
z t.
. . .
~ >'::
... <;
lA. ,
. o-~
~;
.. OJ
. 1'4 :
,.. I
If'/,
Z ~.
... ~
t _I
.....
Z ~,
0 ~.
tt. .
-
>
Z
... 0
Hi
. 0-
...~
" t~
=',
Z ",.
-
Z ~.
Z
. ~:
... ...'
A. ",I
A oj
Z Xi
~ ~I'
... E:f f-
. ~;
..t"
... \If
"
... ...,
i: Or
\I ~\
--.
~
-
INES Comm.: 0214
I Drawn By: A.G.G
Checked By: K.H.R.
1~ssue Date: o7i~/02-
Revisions:
No. Date Descri tion
9 12 02 DRC COMMENTS
/ /
/ /
o DESIGNIDEVELOPMENT
~PERMflTING & BIDDJNG
o CONSTRUCTION DOCUMENTS
..Wi!lillM1.I~j;
en
..J
-
~
W
Q
w
I-
-
en
..J
-
>
-
o
>-
~
o
-'
o WeD
.- ~~
Z Z WM
W 0 ><(
---<(0
o .... <t..-
en ~ 63
LL 0 w~
Ozo'"
W (I) 0::
... 0: Ow
... W :I: t-
o~ ~~
~o o~
:.') ~ (I) (3
:r: <( ~-J
'00 NU
II
,
~ 'f
(;
i\
I'
I'
t
f
'N THE PROPERlY or THE
, EO IN mr WAY WffifOVT
2002 NOT PUBlISHED
~6.1
\
OUTFALL PIPE CAPACIY
66LF -15" RCP @ 0.5% SLOPE TO C/W BAY
CAPACITY 5CFS FLOWING FULL.
25 YEAR 1 HOUR POST DEVELOPED STORM
Q=CiA C=0.64 i=3.7in/hr. A= 1.79 Acres
Q=4.2cfs<5cfs OK.
(;:./?
":5
~~
.s:\ -
CALVARY
BABTIST
\),
")
C H U R C H
'><
')C)
,,,\
'\,C1
.
.'\
'..,J
,
, \
,.,<.~ c
,
\F~
,~~
,
'"'
" ')
'L
")\><
~'
'1,:
!NLET
TOP ELEV, = 30,87
INV, ELEV,=24,02 W,
INV, ELEV,= 24,17 E,
C)t:O
-:,C)'
+
,1-Y
tx. INLET TO BE RECONSTRUCTED
PER DETAIL ON C6, 1 ~
TOP 9.0 ,,-:,-
EX. INV 3,24 ·
.
C)'1,
~~
.
~
,a" S 89'15' 30" E (p) 596.00' (P) RELOCA~~CHT POl 6~~Dlxu~~rH~~~~~NT MArCH 1,,0., '
. -:, _~ LINE PRIOR TO C 0 LNEW ASPHAL r AND B'ASE EX, SIOEW., ALK \ ·
J WALL ~ S 89'14'58" W (M.)," 40 ~Jr 595.93' (M) ,. M ,
~ WALL _ C) ~A.'~ 10/1 't C) 'J6 J10/JS"i"t' ~O/15"'~ J5: J' Yo' \)0.'
=~~=~ 2990 ,>" 46 ~ 7" 42 J8 n ,>'" 11 J 10/15' III '0.. "," 14 ''',~:o'' lo/lS';r1 ~n _ ~lo/l';" U _ _ ~!! _ 11 1 o.~ 9 l 3' J 1 "If .S .4. .J.tx ~. "~",,, ~
2J,~k.. .-r '-.A-- 'Yt-O -"... .:tc ,'" ~ In''' 'T."r.,. ,,~. 2~.o- .. h" I. :~. J:)I s ~j ......,.. ~v( }'" .:r ',.,:"" ..\)
~fjrtiRct*'! ~ _ ~~~;~;; '>~'~ _ - - '>;- - ~"~~- - - - ; - - -1\~-r_ _ _ _ ~ ~c~ ='5* ," ..~~~) ~oT~t~;~S~~~/:~'{O ~0 " '" '; T, r ;i( >~ ;~i'fu.:...:. f. ~ ~~:: .5~ ~'f~. ~: ..:..j;; .~. ~ .@. =~ ~; ;; c .~ lt~'; ~.i ls1~ ~ I:: ",. ~
... ...... ~ 11" -If' 5. '. -:, ,,1-'" ... ... + ". /J'OI .\I-I)S (TYP,) - TRIAN LE ~ ' . NJ '-" ___11
_ _ 60,~ ' 61 /~ ,>" - - - - INV, ELEV, ~25,02 E " , ,~.... ( ! ' -- E X,'L E! 1 () "" _~ ' ., "co,: '
AXM:)C'11" '11" ).0 + ",C) ---m:m- __ ". cf-yo TC~P F'IE" - (0 ~(~ c : 00 r~"
,,,, v1<d " . u, S ~" , - - - - - - '. .... <.' ....L 'x " , ^ ....--L... ' ,- , NEW CURB '!' ~' If) ......
.JlA14" "'35" r- -, t ')''- :.8" P,V,C, ~- - -,,- - _" 10 kr ~,',\IN ~ IN\' Fir ,'-}') II' \', ~ ,{~' ~cr: cl' 1O~' '1(\ ~,,'1
GREASE.A ~ ~ - - -" '" IN\!. fLl \I "r, RI' I . ............r--- ( l~' ~,
12'107 Ik, 55 S2 10" L ~ ~ : p~' / -1 f( C P, - - - - - - - - .:t. _ ..J1f . .,\.: " , '~ .. ~'I:.... ....:-a..
iIV VI06 ~ \1p~!1)14" /15" C)X:lg"\!t:.,' 10/15"/' TRAP~')1-: t:7~~9"~ - OU~~~I~~, ;./u......' /oJ " ~ "'~- ....,1 \..,0' ,Co N c:={> NnM&Nl'l ~I ,~ E.~,~_o:'
lVJ..'fl:. ~__ ..' _ ,,'7}I:7" 0" ')' '7}1- TO REMAIN -,' \ _ ~ " ~ ''1 "\' t.." vr;~ " 6'-" ,I, ~
12"" g' ~. 12 <60 f() : ' i>"" hr,. hUuu/' , ,,' " ,a .. · ,: I ~ .. '" ,,"': is' 111"
~,... 1O2 1"1J() , LP i '!i 1 -\ j <-J'.... NEW CURB ' ' ..r(,\G POLE"" f..' I Q '~?~+ \ - .'(, ~l -"'~' ~ : ~ ~ ~
g" ;11'\ ,~ 13" *' 1 4' ~' l.," S : )J 0 /~" ~ I ~ R' '.1 AIf J '\ ;. I U '- "rf' ";' " ,,~"1 ~ :!l"" "':
~ 12" ,it:: 14" W I / /' -"'",- -J I 0: WH(~L !iT~P- ~ ~ ~ ~ ~?? 19,4;3 N ,~
104 ,~" 011 ''''116 Ul : I /, '1:l!,.., IOJ Ti'P.)', ~ rNEI( CUAIB SIGH "( / / n., : P F ~
99~2' 1~ 66'>~ ~ ! : '---. ",'" ___// /f(D[~ftfPE1" ~~ 9.0' = = ~f= = ~ =,. = ~1'= = = =. ~'GtF;,'\V/ 5' .: -1 g~c~ ;;:-~
9.0 "JJ ')0" ; ! 13STORYCOND I, ;o..~-----:~--------I--~ ~~~ :311.1 ~ =:: ~ : = = :=,. ~:"R:~..'X nTrir=.d, ,].~ :''-'N:'.~ ~'~",~~~~:j~jfr;RM~AG r~;
u i FLOOR ELOEMV'_N'UM BUILDING · Z .. ...... ...... ....... ...... rx ;j"qI L f)ML57 ( WJI.r~ ./ ~rA~ 0 __r: ~1 - ~'>
12": 13860 SQ .-33.25 -~-~. . ~~.. ........ ...~.~- . ..;'.. ..\ I ' ,; .... ...... ...... .1.. ~~. I!.c"ct; ~~i7 .~"
'* 12" t. 1 ~ *,1lf. __~ . FT. SOLID WASTE HANDLING -f ~ NEW CURB S' ,v. .....~~..... .....l .,~'... ~..... .I[.....,...;~;. .@..... ...... 9~X'19"" , . 4:. ~.ft.~ ~FliN ~,~~~ ~', 'ilkJ
94 -.---___ DUMPSTER(S) IN CHUTE ROOM SHALL BE WV (bl:~" r................... .... ")" EX I ~ PC L, - -:," I 15 (TYP.) ",1 . ~~ Y("P1~~j; ",OJ~: "'~' i
oJl ____________.:: ROLLED OUT TO STAGING AREA BY BUILDING <nl<'/ '# ' , ,'r... -' I ' " ~9 ' ! ~
9J~11" D..' 12" SLANT '$, Q ..,,?'" OR AT OSCEOL<\ AS REQUIR(O toR PICK UP. d. ~~ i
*',2"""v V 0 ONE-STORY - - ';,j. NEW CURB I ' :."!'! Vj
91 88 ~ ~ ~ 5, 7 SQ FT, c:={> ;;P '~t~0 ;~O ~l;'AIN N c:={> ~" , ~'JDg< , , I C)
,*1;~1S:' m!i ~16'" << ,>' ~.-.=-~=---- '> ' ~ '(l(Il',-.,5~~ \. ~=~="~~=r'L 1'NV, ELEV~260 Q \, 9'~ ~ 10'/ 0'. ",\~O~ ~~i.~ +" i
~" 12' . 1;.- "-- ~~6~:' WV ~ (1 ) GV ((1.~_~~ ~_)>__ :\ ____~!_C__ _ . EX. (AS SE'RVIf.fj.-NEW CURB txr. (TYP.) \V T'M' e Cl"";;!N GTb \ ,,1 ,c,"" i
,), >)( W~5' " 111 ~X~~- .;: , - V/ . ~ ~ 33 -; -,~ -p.- --;;..'L "Iii. :-. !i"<f:'; " ...-- --.-. ""Yil ,..0. -"'i.l~~ (, ~.3) '>~0..6 · i
~ 125 " ,>" 13/ JJZ 16'~ f!. l1S IJ1 if ] &HE~ [i:sJ ~ ~ L. ",01 5" UI IL== -IJiIo - :.,. 'i, - ~~ ~ --~, ~ Ii!:. - ~ ~~~. ;.! Sl~~l ",,,,!
1( - =l<-'---><---=~..i' '" ~ l21J:(. 128~ 20",. ~,? *,18"2' MASON 18:L 46 G ~ "..~_ >F-- ~~ JFo-- ~ - ~ 2~, '<_ :-.. _ ~T, ~~~,_ ,u"",:,,+;:;;~~Er'~c. 1(= "'~v,_~,'(_~:,iC-"~'cx~ "=rcL,c,_,~:J2'.ll - - ~ l' ~~ '>~O t: 7 · ",C' i
S 89 '34' 00" WEX(~&-_~)-_.;0'.._._..,~~!._~....,"'~--5-i2.2-cT (~)-- -~-i2.;~~a (M) - - - --- . -;<(~/;'D. .\.. -. -... - -.. -- . . . - ~.. - - - -- .r ~ -:~ ;.'~';~1;,j~f.,;,7 - - . - - . . r:r~~ ~ :s,. ''>.:'~i-~ ~,~~~1~
PIN E L 1_ A S C 0 U ~~ r y \ ,ex, 0' \/1,'" <:/1 ((',',' '0 WI'M. JO!C' I
,(~ ....C): I
f'"'l J .
. """ "'-;": '\~ I
'-~O : I
6'J-
('\. J
/1., r
.
:;
\
\
\ 'b.
\ ~
\
\
\
1
\
I
\
I
\
I
\
I
I
\
~
~
20"
C2
~
-x
Cf) -:,'0
1-
~ \
\
~ \
~
~
~
"X:l ","1- X:l~ ,"
~' ,
't \) ")' C'
. -:,C)' ":5 . "," "
. . . ~,
"
';
,~).
'~5'
&
C\J
o
o
('\J
-.:r
('\J
.:,;
o
V
.......
lD
.......
a.
OJ
U1
c:
o
Z
0\
:3:
U
OJ
.+J
'.....
U1
.,/
-.:r
.......
C\J
o
.,/
C\J
o
o
('\J
.,/
en
.u
U
OJ
.~
SCALE. 19'20'
20
40
o
c-
a..
.,/
CJ1
0\
C
......
~
ru
c-
D
-
u
,,--<
.-<
D
::l
a..
-
~
.<-J
c:
CJ1
QJ
Z
-
-
,;,'. "(.,
.. Z ~~
J ! JO~
~ .. Z
M -
o ;:1
~ 111,\
Z bz
. .,-
ee X~
Iii .. ~@
V, . .~
~ ;i
.. '" z
as ~.:.I
~ i::C
z 11,~
o t:~
II .:.
-
>
Ii
I
en'
II
.
.,.
11ft
~
f\I\
\I
Z
-
Z ~,C
Z liD
~ ~S
D A~
j 3e I
. ~.. i
:J)I
If ,,~ I
~ ..~ I
V S" I
-_.- -
NES Comm.: 0214
Drawn By: !
A.O.O. I
-,
Checked By: K.H.R.
Issue Date: 07/25/02
Revisions:
No. Dote
08/'5/02
09 12 02
Oescri tion
ORC COMMENTS i
-I
ORC COMMENTS I
I
DDESIGNIDEVELOPMEN'T hi
RPERMmlNG & BIDDING II
OCONS'rRUCT10N DOCUMENTS
-~ I
z
:s
0..
W
I-
-
tI)
rn
w
E
.J
-
t-
:J
~
C)
Z
-
~
~
t.J)
..
C)
Z
-
C
~
C>
I
I
I
I
i
I
i
I
I
WfD!
:lie I
o 2M I
-IZ~M I
eOC(Ci I
z ~ ji I
W> 00 I
(jOW'"
tnZU"'"
u.~~D!
~~ ~~.
U 0 J~~ I
o::UO
:::J ~ U) I
:c..c~ I
00 NO
r;
C3.1
J
R S~
In ,"!
<( ~ '"
... 'ilIf'Z
It 'IIt-
2 ~f
'^ 1"4 '^
Z ~~
.. ..-
~ )(~
.. ~@)
. ~ :r.:
~~
~ ~~
.. M....
2 .Z
ii ..:;
~ --
z t-~
o S~
~ III
-
>
Z
""
"
I
(I'
""
11III
..
'= I~, l_
I r, \/
f\ r\ I
BAgTIST
'0
",()
.J
.
CHU~<CH
11\
IlI\
" "
Z =
-
I ~:
.. Ill:-
~ ~g
A 0 rt
zz.
j ~e
. ~:
.. ulC
~ O~
V ~v
'>
'-() .
^_0
0) ,"
1
.
INLET
TOP ELEv, = 30,87
INV, ELEV.=24,02 W
I~N, ELEV,=24,17 [,
\ ~'6 /,0' l!------~-C'P"---- , S 89'15' 30" I E (P) 596.00' (P) S4W ."
\: '^\ . .....\)r, _ '! I L !l-===j~~~~ ._.=.___.__J S 89014' 58" II W (M)O) ~ 104()/" 94.()35. ~ 595.93' (M ~ ~ 'n/. . 2 ,,~UT :\ n \
' Ql' 64:if,'11" I IV Ie I I:) ~L 45 t< 15_ ~ " ~ ,,, 24 \,~l'JLlc:, 'u 5 Jj 11 12 J() , (j::.,
~- ~1f67 -- -~c:.._=c:..-===j1910 . -- __ _.J'" -t ~~ -- ~J"q;)_7" 42 t~'\.J9J8 J7 '?"tt-- ~32 P_10/15' ~ lW1, ~ ~,~ '"o_Zl' 'L'I'5'~_ ,~'n _~1';/1:l' U__ ' _ n ;~)~'>- 9__ 8-.7Ir'f 4 J_ l! ._.__ 'L~), ~
11" ~L~ l"lET > 10" 't> 12 ,(';, 12 \' 0 "'" .10' 10/ ~.Yf' .z" ~ " JA -.::t:' "f: "d"" " ~,~ ~ . +~ J~~~"~ + >-, ~, 4, ,I( ,"VI', ' 5" '7" . .' ,
1 tv 0- ". , UO ., Q: JV 12" 8" p, 15 1 "..J , oN) .. 2110/15 J 0/ I ~J 1 /15 2J:Jf'. IL~1---- --~ ,,--sr,e---- m --0- "-,-- e( t5'''''---r;;"1-----.....-:-e-.;..'J~~--, 'm-~r'-).>.-""'-:H:8-,- -"..,--, "U' II~P~ " to.'
~ ,,~~ 6J'~12" 14" TOP EL.Ev,=: n 07 300 '0 1: ==-- -, 7-~.f==i'~...-'- . . 7" ,.-'- 7- '- 1;r~, 4" ~ r. - 0/15 f 0/15 ",,\',,,, I IlJ ;15" I ,21 10 15 /b LP. 10/t5"~ r------J.l----~p' _~ ___l~L____:i__l__J.._ :.------F-, l , . . 8 0) \): or). .~~
+ 7]' I / / / / / / / , , , ,7-~ - .J ' ~------ ..,----------~..,---------- --,., 1.' . + "-..J
~ 5" \ XJ 62 IN v, ELE\ '=2~8 E, I. ---.......-.....-~-~ - " ~ ~ '-< /~ / / / / / ' / ~/ / NltT / / / /~. , : 18 & 19 t 15 '.? ~/ / ~'/ !f6T1:
\ ..,. ..!:.C~p , ------'..... 23" .......crm-rr - - ...... - -, ~ .,.~ 0: ----:----~---.,."..---- == , ,~ /...:~, )(, ("/p/ '/ /, / -$l / / r6n/EI rV ~ "O'6'}1 / .', : 2 WIN _\ /' 2' , [) I' C"~WS'CUT ~ '4" .~
rrn ~, ~ ill' - -\J I "" 'V ~. "G-.v / , / / / / / / '_ y. ~J / ' / / / "~V' / / j :2 YL /- J L, ' · / y":>r1 I I ' .,-..., b. ~
· LUlJ ~ " 66 ..... ... ... -- ,\it:. "'() t ":J"', __,,>L____~ " / / / . /, /,' ... .... "" L / / /::> / / /INV fL,f4 :;r?41JZ/ \A ' ~: ' '~ I I IT) ~ ~ (\ ';
\ ~ \ \ ~lJO \ ... """ ..... .... ~ 11" :s( ~)1 ~ I , ~l:JFFlEBOARD COURTr.;-, , ~..?_______) / / / / ')-':1 //' / / / / , ~... ...; ~ / / / 1NV E{EV/=?f:c 0') ( / ",~ i / f'C'1 IJ\ROS . , " ' ;' ' . N ~o ~ '-:' '; ~-'i
\. \ 1 2 [fF - \..... .... .... ... 604 ' 61 // I :", " 'llJ"~ I r:;-, ~ l " "J'> / /, /' ' ,,'.... .... ~~' /' . / "/ :J y. ., , " , '\-' I. ( r ) f ) r:;., / / / X I N~ ET T 6 Rf f, ,\.j.l>.: OJ ~ _ _,_ ..-1 ' : Co r ~....
~ \ mIJl'-""'r ~o!f,11" '11" l /8<: , : ~ '; " ," ," . ' 'L ,.> ~" , ,,I ,+/ / '0" '<J() /'~LJJJt-~..,~,_........:. , ' >"~_ C)(-~ t ,} L2J / TOf) Cdv'=}C JO 1,~ z l L{) ""-J
· 'c.. ~ ~ ,54 v I L " " , -------- ==J, '/ / 1 / ...::. / A. / ,1 / / --'--. -....__ " --,"jJ.J -"~ f, lA/, ,/ [1"/ fiE' '.r.')( 7') 'I, ~ 0 1, . v-,1
1 " ,v ~1,Q1 '\ ~I^14",,' -------------------------~----- r- -, -1 l " ,/ / // /1 / /[ :)'" / / '18"/~ ,//' ---..._., ...... ...........;- ',0 r~I),1/\IN. / ',' t y V,, L.' 'I. " SAW CUT '1 ~~ ('~ L() (~.
1 'C 7'/H.w-,,, ~.35 I " GREASE 4 1/ / /' / / / / / / / / . <,' / / ,t / ,Y>, I :\,'\ ',-, / /.1" p r< ') - ... ..... _... -' -L.. .' / / INV )'LE\ .,-.r?5 W:: S :." ',rj,O): "" 1 ~
\ 1 r 71\12107 ~ 55 I 52 10 ' L ':l 49148 I ,/ / / / / / / / OEX/STlNG ~,/// '/ // / / I J ",. / , ,I,. I _.... __ ........;; / / ;' / ;; ...-
CO ,,)>:;0 \ \ -0 \ 1 ~~~ 105~,)f!16 1, "~,, ><;.sg" -{t" 1 /15"(~()" ~~,' 10/15": TRAP. -0'" -1f ~*( ///(//4~ / ~ - Tg~~t~~~: .~j~-\<)~, l ; N r E " )/ < / ~ .0' '. . / <\~ ~ ~~;Cl ,p. ;0' .' (I] ~ 3 A g ~ 1" In ~
Zrn6~b\ \1:) \ 7'\; J..J 1 {I,1 g' ~ 12 /260 JV ! I. ~":J .". 'Tr-".-~-...~/ / /' /' y/ // /"')-- ___....-/....// / /' // /' ,":J'\' , / // /~, j" I / It' / -/',"" 'l \J ~O): W <S LLJ
~J:7:;o C 1 \ 0 fO"UO + . ::..(/,' /) / // / /7"-, / / /' ,(":;'"1 /,( " / // ... / / -. ) : L()
'3~ 0 II If) · · 6' /;r7! ~ 102 L P EB '", I :: ~ /// / / / ./ / / / / / L2.J/ / / / FU\GPO~.s' / r-, ' / I Q/ .. /'" r ri: L{j Cr~
V1Z,\I~\\ ~ '14~ '.90,- g" '~L3" .',j(,q" \l(12' ,'y~ ,-' ~(/ 6! )) y.O '/ /'//,/,/'/"///,//',' / ,/ / / iOPcF"I" (I \ ,,// //10 ,/' {n/ ,.t, 0)'Ir: ~I"){\ <
(J1 V1 \. \ 7J 0 '" " "'JiJ "-" V -B I - '" --: / ,/ /' // / / /' / " '/' / / ...----. .".... " I I I " " Q:', " I'?: "q f5 1: . . ,~
o->JI ~!> l.!) \ 1 \ ' ,\,jj:', 12 I 14" It i. "< C;~ I C /' , / / / / / / // / / // / /../~" I I II / ,I,.. / I I ,~ I 79.4,) N 1- ...
. V1 ~ OJ \ 1 eLl 7). , J * '" QJ I J / /, / / / " I I / , /' j'-' . 0 I
~Z!>O.,? ~ IS?( 104:. ~" OUt, 'U6 \V~I) u i ///>////////j /~>_/'./ EXCO!VCPFrA I::" /// 5fJ./',/ S4WCUTl' IL:>I,' : o~{ ~'-r:
/"'q ~:;Jg.\\ · ~\ ,t< . '\) ~12" 1~ 667,)'\ 2: I . :1-...<./ /~<J/ / ./ / ......../ / rSIOCKALK /.<.J 1/ @j]1 ~ / / / / / /t/ / / / / ,', '// /, / / )9 ~\) 8 t.1 0 q()l
~ "-" 1 \ " 99- - ~vv t~,] 0 I < ~(\.:'/~/ / /Y , TO REA!.,I}"W i / 15 r-:--fln.y.,--;--r----to-----------CiX"l.--.----- ------jJ6/ -J.-------i.-p-;'Y--------~/' "v~' (f) V'i .... ...,
~.t::::;' 1 , ~ u ":J ~----.,...". 1_____ ,---IX / I LLI '" ><", "",6 " ' '-\, " ~~_... \,1 29~~~' '~
~~t. ',\ \ \\2 j5' 74 ~3' *,-11" / 5"U7 0 ~2 N lerr 8 i 13 STO~1~3B~6~O~~~~,'~3'U3,M25BU'LO'NG ----- ~-~---, I ~ -~~:~~~..J..~.:........:>.H..~..f~~~~~~J.:~~~~/.:.>~?0~~{~~9~~~&'~~;~it;?AT.'.~... ;:~:_~~~.~m~~~.~~_~~~:~} ~r.J.::p.p. 'I'~~-" ,0 \:)
.-::o~~ \ ~ ~13" ~ 98 91~2" *1'4" .f': 0 1\ ! SQ. FT, 1-6 II 'I I ...J l ~ ///// / /J.// ,,/ ,I ......~...."....'........(:...".......................... / \..-, t. '~\'!.1..J '2~ f' 'Ii~'" 1
"-" .:>- 1 II J8! u ~ l,. I I / ,22 '/ /................J'....." [D' , 0.... '^ ~
/"'''-'' 1 11, \ 8~ *' 12" 90~ 12" I Q \ -- - 14J /..' ........~~.~..Jo'..~~z(;r..'~..,...;;J.6.' . (> F(,?[ : :He ,'0/ . 4 6 '-__ ~1..~'-'O<1 ...,
~ {~ I:) % A 94 I /2 '\ · Iv It, . "~7 tC'" ..... . , / "i' /', 7"" ,)', :,.. \ ""- _ '10).:~:J'
~ ~ \ 0)' I ~ '~~1'44 ,/ / ,/ /' / / ',. · / UJ /7 ') ~ i \.J
\J \ 1 \ + 9513" 9},\!(: ~'/~I 8 " ---.......~ 7 "( .. / /S4W CUT' . 1 S4W CUT ,~), L ~::; frl
1 7]'11" '12" r <] --- OJ ' , 0 (I] \' ,0.,
\ 1\ ((-) 'C PlANT ')~ ~ ,--... --..'-.., , '/ / / frnrll :.' 4 -()'\~ ,D" '7'
~ I~' 0) ~ n 'I ! XJ \ /;: --.. '-.., ONE /' / / /rllUJ,II / . I~ ': . ~ i '..J:
\\' 1 '12" ~v / I '0 \ ~~ ~ -STORY / / ", / .,' , /, ,.,' / / r7l j' . .J
()l ~ k ~ \ ~ """n.,I:). 517 SQ n, , / / / // EX )~Lft rORU/LlN LlJ / / ~ U.r; 30'{'4 :
o. t?:j · I 9,9 *:783" 88. ,/ / / / " / 'ToC' ELE;>I;'.=-.30..$4 SA/ /..'"./ / , , / . n~ ,~, i c:J
1 ~./!t l .. / / / / / / ,./, 'C'lt V _- ')r 'l.' / W <vUTl / . > ,,{ ",'0
~~. ~ \r'~ " 82 !)Y J!k, 1 ~laz q;.16" \ / " ..-.--: J~() _" "_" -. J ). ~I UJ ;)~if1! / ~=/.~=t /;.~' NL · 0 -" / ~[]/ ""') " . . 1 0'/16" >1 ~;:~ ~rV \ ,? 1 'i".,C,):
20" 1" '- &5'11' ,2 \ / )"L' yi '~..w: ,/ / 6,'r /1 ~ / / t7. / ,(, ,6 /, I H~~ GTE'(~
~~ APPOX, LOC/lTION *12" 84 \" / / 15" - 6" WV if) ( ) C\ Lt;.;--:;~. ~ ~...._ --_._L____ II ~ / /'./,' ,,;;:: GAS-?J.!1F1CF /.l 1 / / / /r-./--'-_~ ' TW1~)(' \ ' it ' , 4) I, Ie .
CJ ....(_._/ 16" RECLAI~HD WATER . 'J . '---",/ , '.5/ )( 129b(. rUEl ?'- ,," / J . r-" -(:W~..--;c:-L-tff-."Z"--' --.-.-~---~~':-.---(-~ii-""-""-'- .~'JI .~__.__ "l) :.
~I I _81 ()24" 5", ~~83' _ J ;; ~- ./// .,> 126 m~5' " /3J /J4 TtNK-- ':J,- I r--.![Si 'I I_,:OL' / ,"'" -----(~"c:_L~'-(~- lSJ 5 iJl W"L-"._J:::_::j--/~ 5 2 ,,---- 14" ,1.'" S,~%ff
~ ~ -~ '---h"-l< x- x-~-x--=--)('...~~~_-:-7(~~-X"--X -,,------.2: :~J18~~".. -o:i*~ 16~~~,l~ &IJlGr~~" ~' "118=_~~_ __~~ '~~H8L""~20~"~~ )(32--~~~-LP-"t------""J1l7-r.Z1W- · ---.~.:.. ~0 :\, 8 --)\\)~i ,~('Jo-')
~t> ()l'----------.. .....i:------:)('; 20'~:" !, 1;''' ~~ X <==N4'~ 6~ /, )1 --xc -)(~ ^ =Y' ~=nr--. - .~-==iL~~-:T-* ..~ ~-==x~-. "':.':"-4- _ V--::V;.-- ..-~ --.--- 7- -,- . _ ___ _ 11" ~ '
--.....-- v Slf; T ------ --~, 6' CHAIN LINK FUKE.....--- "x :>1!}...' ........2' t\~ ASONRY WALL " J ~ rJJ e '\" , 14" -S v.J/ ' - -. ~._-- h__, 2. -:" - h -. .. , ", r
\r: X 'T I IT t-. ~ ~~. , '? " ' '" Q . , v, ,;' '_ I
I '. , I.. I, Y EJl5E~~E'JT 13".1 <'.;: VJ ~~~ A1f1 _.... _ _"';y. _. _. .,_ _,. _I. _ _ _ _ ~'" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..."..~_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ."",_ _ _ _ _ _ _ _ _ _ _ _ _ _ _-' ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, ..___ _ _ _ _ _ _ '
Cr; I 11604--1717 . i\ _ '0 ;:: . ~ 'ifTUHION PO'O:; f'~ f " S 89 '34' 00" W (P & M) 572.20' (P) 572.1 5' (M) EYV~AN" \ f'.' 2" ':.' y P ;: ',',:,', '/{.:, ..-0.E,:c ~r U.1'.<,,'!.' 'l,',~:::A','l
Ii ~J '~I!rlO)v p I I~ [ 1\ c; (' :)' 1\1 i, Y E'. ':'r c','. '" CT',I/, , Ii :
' c~ f l_ , , i : ' :
~,XJ ;:'l ii". \":
~ II r~O) , ' \) I,.
~ rl.v ~0~\ r...:- ~ .l.' :
,'!p.J '.' ;'. :
.. ~. . -.. ,I
)A
I
! I
1
.
\)~
":JC>
..
rv
{l
"..
'J \) <-)
.
{l
"':-:;
, '
.~.....'
/,\) ,
.. ,\
^
,~'<\
L';
:~ )~
+
.....(), ,
.
<,I
r ) .
NES Comm.: 02~
I Drawn By: A.G.G. I
I Checked By: K.H.R. I
Issue Date: 07/25/02
Revisions:
No. Date
1 08/15/02
..& 09 12 02
~
Oeseri tion
ORC COMMENTS
ORC COMMENTS
:;
\
\
\
\
\
\
\
\
o DESIGNIDEVElOPMENT
lRJPERMITTIP.G & BIDDING
o CONSTRUCTION DOCUMENTS
~
~
~
r
''I..,
o.r
n _i
..
+
.
-;
~$
6'
"
c,'
I
1\
\
1
~
~
z
:3
Q.
W
I-
-
(I)
Z
o
--
t-n
--
-I
o
:E
w
c
DEMOLITION NOTES
(\J
o
o
(\J
'<;f
(Y1
co
LrJ
c'ri
......
>- Wet)
C) :,:) ~
O z ('I)
..J Z W C")
OO~C(
I--~C
...... <[-
Z~..ID:
W> 00
(jOW'"
(l)ZO~
LL W (/) Q:
Ocr.: Ow
W :r: I-
:t:~!5~
~OOcr:
:)~U)~
:t: c( 0.....
OONtJ
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
LEGEND
r- :'.. .., .,"! .', ~
'.", .<. ',1 ,'.. ."
:.' .'~ ',: \ .~.~ .:. ~;~ >.. .
CONCRETE
to
......
OJ EXISTING ASPHALT TO REMAIN.
[] EXISTING LIGHT POLE TO BE RELOCATED.
[I] REMOVE EXISTING CONCRETE PAD,
W REMOVE & REPLACE EX, CONCRETE SIDEWALK,
W
W
[2]
o REMOVE GRASS. PREPARE SUB GRADE
FOR SIDE WALK INSTALLATION,
X REMOVE AND/OR RELOC,6,TE TREE,
a.
(lJ
Cfl
C
o
:;:.;:
I
ASPHAlT
tL=t=l=c~:=t~=:H
' I I: I I
BUILDING
en
3:
U
(lJ
.w
,.-<
(.f)
......-
'<;f
......,
(\J
o
......-
ru
o
o
ru
......-
U1
.w
U
ell
a
'-
0..
/
CfJ
en
c
,.-<
3:
ro
'-
o
......-
U
,.-<
r-1
.0
~
0..
......-
......
.w
C
CfJ
ell
:z
......-
......-
I
TO BE PAVED
SLJTABLE FILL MATERL
TO BE EXCAVATED FOR NEW PAVING.
REMOVE ASPHALT & BASE.
REPLACE WITH CLEAN FILL MATERIAL.
REMOVE CURB.
SCALE. 1-.20'
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS SIGNS
AND POLE BASE SHALL BE ~LLED WITH APPRO~ED '
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN
95% OF MAX DENSITY,
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F,D.E,P. AND
CITY OF CLEARWATER,
20
o
10
40
133 TAG NUMBER PER TREE INVENTORY
C2.1
GENERAL NOTES AND SPECIFICATIONS
1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM
TO THE CIIY OF CLEARWATER, FLORIDA D.O.T. AND SWFWMD STANDARDS,
SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES,
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC
VERTICAL DATUM, 1929.
3. THE CONTRACTOR SHALL NOTIFY ALL UTILlIY COMPANIES AT LEAST
48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR
SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS
AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION,
4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE
AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES
ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF
THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE
APPROVED BY THE ENGINEER BEFORE INSTALLATION.
5. IT IS THE RESPONSIBILlIY OF THE CONTRACTOR TO USE WHATEVER
MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS-
PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE
DURING CONSTRUCTION, SEE EROSION AND SILTATION CONTROL
NOTES FOR ADDITIONAL INFORMATION.
6. ALL PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE
CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE-
MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE
NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED,
8. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3
COMPACTED TO MIN. 95% THEORETICAL MAX. DENSIIY, ON 6" L1MEROCK BASE
LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSIIY, ON 12" SUB-BASE LBR
40 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSIIY PER MSHTO T -180.
9. PAVEMENT IN CIIY R,O.W, SHALL CONSIST OF 2" ASPHALT TYPE S-1 COMPACTED TO
MIN. 95% THEORETICAL MAX. DENSIIY ON 8" L1MEROCK BASE LBR 100 AND
COMPACTED TO MIN. 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED
TO 40 LBR AND COMPACTED TO MIN. 98% OF MAXIMUM DENSIIY PER MSHTO T -180.
10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY,
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINIIY OF
POWER LINES AND OTHER UTILITIES.
11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS
OTHERWISE NOTED,
12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION
TO THEIR ORIGINAL OR BETIER CONDITION.
13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL
UTILlIY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC-
TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER
OF ANY DISCREPANCIES FOUND.
14. NEW WATER MAINS 4" AND LARGER SHALL BE DIP AND CONFORM TO
AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS
SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF
ASTM D2241 AND D1784, UNLESS OTHERWISE NOTED. ALL GATE
VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS
AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CIIY OF
CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS.
15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM
TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B"
UNLESS OTHERWISE NOTED.
16. ADJUSTMENTS OF EXISTING 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,
17. ALL BACKFILL OVER ANY 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.
18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL
CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM
D-3034 AND D-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL
BE BELL AND SPIGOT AS PER ASTM D-3212, USING FACTORY INSTALLED
FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F-477.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL
SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH
CURRENT STANDARDS OF THE CIIY OF CLEARWATER AND PINELLAS
COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE
CIIY OF CLEARWATER AND PINELLAS COUNIY PUBLIC HEALTH UNIT
AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST
48 HOURS IN ADVANCE OF PERFORMING TESTS.
0J
o
o
0J
20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE
COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND
SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION
BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM
ELEVATIONS AND INVERTS, LOCATIONS OF ALL NEW UTILITIES INCLUDING THE
SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO
COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE
AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO
BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION.
.......
0J
c'ri
'<;j'
tD
.......
21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH
COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSIIY, L1MEROCK
BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION.
.......
o
en
::J
<(
::J
.c
f-
22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST
OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING
THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT
SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING
lIMEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE.
23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED
NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM,
SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED
PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557).
en
3:
U
c..
Cl.l
>
o
u
-
'<;j'
.......
N
<::>
-
0J
<::>
o
0J
-
(()
.......
u
Cl.l
.~
o
c..
a.
-
(()
en
c
,....,
3:
ro
c..
o
-
u
,....,
.-<
.0
::J
a.
-
.......
.......
c
If)
Cl)
z:
-
-
24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING
AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL
MOWING,
25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF
FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL
SAFElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION
SAFElY 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
SECURITY (DLES),
25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPE(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900.
EROSION AND SILTATION CONTROL NOTES
IRRIGATION NOTES ICONTI
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS,
PERIMETER 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.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG
SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR
APPROVAL PRIOR TO INSTALLATION.
27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE
UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE
UNDERGROUND INFRASTRUCTURES j,e, SANITARY SEWER, STORM SEWER,
WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE
PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS
OF THE SAID UTILITIES. ANY UTILITY 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,
28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE
MANNER TO COMPLETE SATISFACTION OF THE ENGINEER
IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.
29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF
THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER
BEFORE INSTALLATION.
30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID
BY THE CONTRACTOR.
31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE
SUBMITTAL(S) AND PERMITTING,
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE
YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER.
CONTRACTOR'S RESPONSIBILITY NOTE
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE
VICINITY 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 PROGf~ESS, AND WHICH MUST BE APPROVED BY THE
ENGINEER BEFORE INSTALLATION.
IT IS THE CONTRACTOR'S RESPONSIBILlIY TO PERFORM A SURVEY
(ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE
PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON
OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN
CORRESPONDENCE DETAILING ANY AREAS THAT ARt NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED.
RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS
SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS
ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN
THAT 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 QUALlIY AND PERFORMANCE THROUGHOUT
THE ENTIRE PROJECT AREA BUllDING(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 RESPONSIBILITY 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 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 DAMAGE 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
PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER
AND HIS AGENTS ASSUME NO RESPONSIBILlIY FOR THEIR PREPARATION,
COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY
RESPONSIBLE WHEN USING SAID SOURCES, THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION
OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T. V, CABLES
TELEPHONE CABLES
SECURIIY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
3, SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO
PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION
AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION
AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN
ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED
OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE
END OF THE WARRANTY PERIOD.
CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES
1, DRIVEWAY TO BE CONSTRUCTED TO F.D.O.T. INDEX # 515.
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO
F.D.O.T. INDEX # 104 AND 105,
3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE
STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE.
4. ALL PROPOSED WORK SHALL ALSO COMPLY WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY
REQUIREMENTS.
5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL
OF SAFE PRACTICES; REFERENCE F.D,O.T. INDEXES 600 AND 623
PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST
EDITION.
6. MAINTENANCE OF TRAFFIC AND PEDESTRIAN SAFElY SHALL COMPLY WITH INDEX
623 AND BE APPROVED BY FLORIIDA DOT PINELLAS MAINTENANCE
OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
7. SIDEWALKS ARE TO BE RECONSTR'UCTED WITHIN THREE (3) DAYS AFTER
REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT
ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE
REMOVED TO THE NEAREST EXPANSION JOINT.
8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS.
9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
10, DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED
TO 100% OF MAXIMUM DENSIIY, RESTORED TO ORIGINAL CONDITIONS
AND SODDED.
11. CONSTRUCT NEW CURB PER FOOll" INDEX 300.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES. DITCHES AND
CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN
THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES,
ETC., INCLUDING RETENTION AREA SHALL 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 STOCKPILES
MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT.
IN NO CASE SHALL t~N UNSTABllIZED STOCKPILE REMAIN AFTER
TEN (10) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES
SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY
AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED
AS REQUIRED.
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CA.BLES
CONTROL WIRING SYSTEIMS
LANDSCAPE NOTES
1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1
OR BETTER, SELECTED FROM CIIY OF CLEARWATER APPROVED
SPECIES LIST.
2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4"
CALIPER AT THE TIME OF PLANTING, TO PROMOTE DIVERSIIY,
AT LEAST 2 DIFFERENT SPECIES SHALL BE UTILIZED.
3. REQUIRED ACCENT Tr~EES SHALL BE A MINIMUM OF 8' HIGH, 2"
CALIPER AT THE TlhJE OF PLANTING.
4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A
MINIMUM OF 18-24" HIGH AT THE TIME OF PLANTING,
PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGHT.
5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH,
PLANTED AT 30" O.C., WITH A 3 GALLON MINIMUM.
6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED
TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST
BE A MINIMUM OF 5' WIDE.
7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR
MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER
SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE
BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS
GREENSPACE.
8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH
AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE
DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A
RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE
IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE
RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO
EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A
WATER SUPPLY HOSE BIBB. * SHALLOW WELLS, OPEN SURFACE
WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS
UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER.
* ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER
LINES) MUST BE CHOSEN FROM A SPECIES ON THE CITY OF
CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH
THE SPATIAL/HEIGHT RESTRICTION.
10. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES
PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING
CONSTRUCTION, THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN
SECTION 3-1205E OF THE CLEARWATER COMMUNITY DEVELOPMENT CODE.
IT WILL BE THE CONTRACTOR'S RESPONSIBILlIY TO DETERMINE THE
SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL
HAND EXCAVATION ONLY UNLESS OTHER MEANS ~I~E APPROVED BY THE
ENGINEER AND OWNER BEFORE BEGINNING THE WURK. THE
CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS,
ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE
AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL
SO AS NOT TO DISRUPT CLASSES AND INCONVEN;:':NCE STAFF. IT IS
THE CONTRACTOR'S RES PONSIBllITY TO SCHEDULE WORK PROCEDURES
THAT ARE NOISY, CREATE ODORIFEROUS FUMES, or~ PRODUCE A
CONDITION THAT WILL BE DISRUPTIVE AT A TIME 'y'iHEN CLASSES ARE
NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S).
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE
OF DAILY CLASSES, BREAKS BE1WEEN SESSIONS AND HOLIDAYS, AND
USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK
PROCEDURES.
SURFACE WATER SYSTEM REQUIREMENTS
DRA~;~AGE NOTES
1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON-
STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER
COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM
THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL
TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE
SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR
AN INSPECTION PRIOR TO SODDIING.
2, THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE
CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTIIY
IN PARTS OFF SITE,
NOTES TO THE CONTRACTOR
3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON-
SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER
FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE
BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE-
MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION
OF THE STORM WATER.
1. NEW WATER MAINS
AfTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE
TESTING SHALL BE PERFOHMED IN ACCORDANCE WITH THE LOCAL
JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP-
LING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC
HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE
ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM
BE PlACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS
BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
UNDERDRAIN AND FILTER MEDIUM SPECIFICATIONS
2. IRRIGATION NOTE:
IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW
TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION
AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR
SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER
SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL
BE PIPE TO EACH INDIVIDUAL PlANTER ISLAND.
SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR REClAIMED WATER
SHALL BE USED (UNLESS UNAVAIlABLE) AS A SOURCE OF IRRIGATION
WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION PIAN SHALL
BE SUBMITTED IN ORDER TO AVOID DElAYS AT THE TIME OF THE CER-
TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM
BE INSTALLED.
1. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, OR APPROVED
EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT
SWFWMD AND D.E.P. RULES. THE FILTER SAND MUST BE WASHED
(LESS THAN ONE PERCENT SILT, CLAY, AND ORGANIC MATTER)
AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS
IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER,
AND A PERMEABllIIY RATE OF 0.046 CM/SEC (0.09 FT/MIN) OR GREATER.
IF THE PERMEABILlIY RATE OF THE FILTER SAND IS LESS THAN 0.046
CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE RE-
QUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL
HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR
TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE
THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE
AND/OR DELIVERY TO THE JOB SITE.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC)
CONFORMING TO ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8
INCH DIAMETER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE
ON THE BOTTOM 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.
3. TREE BARRICADES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES
MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, ENCROACHMENT
INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT
IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR
PERMIT REVOCATIONS. AS PROVIDED BY THE CITY OF CLEARWATER
COMMUNITY DEVELOPMENT CODE.
4. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART p.
WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN 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 THlE ENGINEER,
5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER
STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST
PHASE OF CONSTRUCTIOIN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE
POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING
OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR
DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBIliTY OF THE
CONTRACTOR TO REPAIR.
6, THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION.
TREE PROTECTION AND PRESERVATION
NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPLlNE
OF PINE TREES AND 2/3 THE CANOPY DRIPlINE OF HARDWOOD
TREES TO BE SAVED.
IRRIGA TION NOTES
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION
SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM
SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE IYPE OF PLANTING.
4. ELECTRIC V,l\LVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE,
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN
BIRD OR APPROVED EQUAL
5, SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR
THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORA-
TORY ON GRADUATION AND PERMEABllIlY SHALL BE INCLUDED IN THE
AS-BUILT SUBMITTAL.
I
.. Z ~~
J ~!~
... .. ~Z
~ ~-
9 -~
~ ~~
z b!
.. ..-
xt
f! ~@
. ~z
.. ~E
~ 1811
~ ;z
ill ~.:;
~ ~:c
Z Mt
o ~ I
~ '"
-
'^l~
.
11\
11\
\J "
Z =
i ~~
j c.=;
At ~O
A A~
j Ze I
~.
. ~~
.. ,,~
~ O~
" . '.I
NES Comm.: 0214
A.G.G.
K.H.R.
Drawn By:
Checked By:
Issue Date: 07/25/021
Revisions:
No. Date Descri tion
o DESIGNIDEVELOPMEN'T 1
I
o PERMITTING & BIDDING I
OCONSTRUCTlON OOCUME~r$
1
I
i
I
I
I
I
I
I
I
,...,.
en
z
o
-
I-
<(
o
...
LL
-
o
w
c.
tJ)
W
I-
--
UJ
...J
:>
-
o
I
I
>- WCDI
C) :J~
o ZM I
-IZWM I
OO~C( I
I--~CI
Z~ji21
w> 00
o~wii
U)W~n!1
~: o~ I
:J: > ~;g; I
00:.':);> ,
~ 0 o~
::) ~ en i1j
%4(0...
CJ 0 NO
1.2
.......
~
-,
u
OJ
3:
0'
3:
U
c..
Cl)
>
o
u
-
""
-
C'\J
o
-
C'\J
o
o
C'\J
-
trl
-'-'
U
Cl)
o
C-
D...
-
I.fJ
0)
C
.rl
3:
f1)
c3
-
U
'n
.--.
.0
~
CL
-
~
.w
C
I.fJ
Cl)
'Z
LEGAL DESCRIPTION
FROM AN "X" IN THE CONCRETE WALK AT THE S.W. CORNER
OF THE INTERSECTION OF PIERCE STREET AND OSCEOLA
AVENUE IN SECTION 16, TOWNSHIP 29S., RANGE 15E.,
CLEARWATER, PINELLAS COUNTY FLORIDA; RUN SOUTH,
148.20 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE
SOUTH ALONG THE WESTERLY RIGHT OF WAY LINE OF
OSCEOLA AVENUE (SEE DEED BOOK 1344, PAG 9, PUBLIC
RECORDS OF PINELLAS COUNTY FLORIDA), 135.56 FEET, RUN
THENCE S.89034"00" W., 572.20 FEET; RUN THENCE NWL Y
ALONG A CURVE TO THE RIGHT OF 980 FEET RADIUS (ALSO
BEING THE EASTERLY RIGHT OF WAY OF PIERCE BLVD.,
ESTABLISHED BY COURT ORDER 5-12-75), (CHORD BEARING
N.10011' 37"W, CHORD DISTANCE 134,29 FEET), 134.40 FEET;
RUN THENCE S.89015'30"E., 596.00 FEET TO THE P,O.B.
~
('\J
<::>
o
C'\J
lD
-
en
('\J
en
c:>
""
('\J
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 D
MAP REVISED: 08/19/1991
SURVEY INFORMATION PROVIDED ON A SIGNED & SEALED SURVEY BY:
EDWARD C. ELLIOT, P.S, & M., PLS #3983
DATED: 07/09/02
~..j,.l<,:' ,....
., _ ~~~"!lEiX]lliJ'T-Jl[~'I!f<';f~~, ~
SECTION 16 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS CiOUNTY, FLORIDA
1ft
'"
\J ....
Z =
-
~ ~~
<C ,,-
... .. ~
A. '^o
a o~
ZZ.
4. ~ei
..J Ed l-
. ~;
... ""
~ sa
J
z !~€
52 00
~ ~~
... ~z
~ "If-
o _&Ie
A. .... ~
ij\ 11 0
Z t:z
.. ..-
~ >Ct
~@)
. ~:J:
.0"
... co ~
~ ~=
... ;z
~ "f.:.;
~ ;:.
z 11~
o t: I
~ ""
-
>
z
...
LEGEND
EXIST, ELEVATION
~
EXIST. CONTOUR
NEW ELEVATION - +10.00
NEW CONTOUR - - -10- -
I
EXIST. STORM SEWER --- .... _ - -A
It _
NEW STORM SEWER -
NEW UNDERDRAIN 1 ___________ 1
EXIST. SAN. SEWER
NEW SAN, SEWER - 1 - 1 _ I _
~
---, '0;0: -.J
,
,
'I
I,
EXIST, WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
.
e
J
~
!:J
G S
<I :3
1.13';; l.(,t)
2
NEW INLET II
NEW SAN, MANHOLE fit
B
2J
~E1
cl
8
A 3
W
.:J
Z
W-'I
>
~ B /~
I
I
. I
I
-,--- -- ---- -- 60
'3. ('~,1 ~" 1",
-'
10
C,O.
- I _[j]_ 1 _
NEW CLEAN-OUT(C,O,)
NEW BUILDING AREA
EO
~
l/}
~
CI:
c;{
:r.
~
r- -
203581
L.: __ =-.J
18
I?'
f9
2
3
~
13
1--4
NEW ASPHALT
B
1'5
(6
EXIST, CONCRETE
NEW CONCRETE
STREET
.
-e(
...J
o
W
u
l.f) r 3 ""
o
TEMP, SILT BARRIER
r(~l
I ~ I :?
"T ~
LmJ ~
~
5
......................___ ..a.
POINT OF CONNECTION
OF NEW UTILITY TO EXIST,
4
~
METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
NES Comm.: 0214 --1
i
,
Drawn By: A.G.G. I
Checked By: K.H.R. i
;
M
B,F,P,D,
F,HA
F,D,C,
T,B,O,
T,&V,
FRAN
;? 3
I.
f-
:J
o
2 Ul
2 ? I
....
0::.
o
L...
~o
41
.f~
B
4--4
Issue Date: 07/25/02
Revisions:
No. Date DescriQ!.ion _
4
COURl
51REET
TREE LEGEND
EX, OAK 0
EX. PALM ~
QUERCUS VIRGINIANA (LIVE QAK) ~
6
-4
W
2l
Z
W
>
~
~Ei
2 8
C{Xfli House
3 4
2'
7
CQUNTI(
if
3
r- - --,
G~(\f)
L ~~_I
I
I-
J
o
(f)
r l il
(\J
II~ ( I:?
11)
L'J)J 13
14
2
:3
4
LAGERSTROEMIA INDICA (CREPE
MYRTLE)
WASHINGTONIA ROBUSTA
~
*
~
~~~~~~
-'"___~_iiiii.i-'--.-i.:iiii
- ,
I
D DESIGN/DEVELOPMENT I
~ PERMITTING & BIDDING :
DeONS TRUC'110N DOCUMENTS
.I
SITE DATA
SABAL PALMETTO (NEW OR
RELOCATED)
EXISTING (E)
PROPOSED (P)
REQUIRED
ZONING:
IXORA DUFFII
DWARF OLEANDER
D
D
D
, ---,----,---,-
LAND USE:
ILEX VOMITORIA
~
~
~
~~
CBD
CBD CBD
,- ------~-,'-------,----- -------,--_.._-,----------
DWARF JASMINE
USAGE:
VACANT
ATTACHED DWELLINGS
PER SECTION 2-902
HIBISCUS
LOT AREA:
BUILDING COVERAGE:
(S.F. & % OF GROSS SITE)
GROSS FLOOR AREA (S.F.):
F.A.R.:
77,877 S.F.
1.79 ACRES
14,377 S.F.
18.5%
N/A
77,877 S.F.
1.79 ACRES
N/A
EVERGREEN GIANT L1RIOPE
14,377 S.F.
18.5%
._-~-~---_.._._.._._.~. ---~'-----'-----"- ----_.._--- ----- --------_._--
SOD
D.
o ,
. .
. ,
180,697 S.F.
2.:32
189' EAST
114' WEST
172,192 S.F.
2.21
.--..-- ....---------------..---.----.
189' EAST
114' WEST
N/A
>- WCO
C) :J II)
O Z~
-IZWM
o 0 ~~ i
!z~~i21
~ > 00 i
o~wii i
(l)WO ..I
u.~~ffi :
OWXI- I
:J: > ...c( i
OO:-J~
~OOw.
::)~~~
::J: c( .......J
00 NO
N/A
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 GRADING, STAKING
AND UTiliTIES SITE PLAN
C6.1 CIVil SITE DETAILS
L 1.1 lANDSCAPE SITE PLAN
l1.2 lANDSCAPE DETAILS AND
SPECIFICATIONS
~
<a:
c
w
I-
-
en
....I
--
>
-
o
FRONT:
SETBACKS: SIDE:
10' 10' N/A
-.--+-------.-.-. --"---'-' - ---,- -.----- --.- - _.__._---~ -.,.------.---.-- --_._--- ---
NL~___________ __,_.__________~~__.______,___ ____, ___" __ ___~!~_____________
-------
REAR:
----,--- --.-.------------
HEIGHT:
PAVED VEHICULAR USE AREA:
(V.U.A.)
84' 84' 150' MAX
------ '-----,---------------- ------ --,--,----,----,------------
33,683 S.F.
N/A
27,932 S.F.
IMPERVIOUS SURFACE RATIO:
(I.S.R.) 0.54 0.617
-------------- -----------,----,--- '-,-------,-,-,--,----,-_._.._- ,-- ,-....- -- -"--,---.-.-----,- ------,---
N/A
OPEN SPACE:
(S.F. & % OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPING:
(S.F. & % OF V.U.A.)
35,5568 S,F.
45.7%
29,850 S,F. N/ A
38.3%
,--- -----,--,------,--,--- 1---,-------,------------,-
2,276 S.F.
8.15%
3,346 S.F.
11.9%
N/A
PARKING:
68
67*
PER SECTION 2-902
,- q .. .,-,- .-.-,...----,--..--,-,-----
PARKING CALCULATIONS:
* INCLUDIES 2 HCAP SPACES.
C1.1
RADIUS
ARC
CHORD
BEARING
~
tJ.J!
o tI}
(,J (g
"',-:;:
II
e~
\
\
FIP
(IllEGiBLE' ,
== 980.00'
== 134.40' (P)
== 134.29' (P) 134.24' (M)
== N 10'11'37 W (P)
N 10.13'56" W (M) p
~~ ~
?
f\" CONe "." >' '? '\ x I" o'li ')?
\ RET AlfllNG ~c", ~ ,,'? ,,<:>''''\) 0q,<? 1.CJ '1":>'
\ _ 0 ~V 'v x, -;., x
:>of ,~ALlS x ';,0 r- CURB iNLE T" x ~ I
v I ' ,,;' THROAT ELEV ~ n 94 GR 4. IE Ir"h.ET
x"') f 'I' \ 5' CONe RETAINifJG WALL I iO" ELU ~ 3087 CR A TE ELU '" :>062 596.00' (P) F I P 1': I
"~---~- ')()!),-~-l S 89'15'30" E (P)/I ~ \~~ ~~~'~ :, ;~ '62 ~i 'I%~ ~ti~ : ~~,~~ ~95 93' (M) "\ I
\ , x":>' I S 89'14'58" W (M) SIN'! ELE', ~ 2832 -1 J. '6" ',5,0. '0 g' '6" \," 28' ">9)
I :(;) ,-'-"- do" :3"~,,, 9 ';,"'~ I IS" 13", ',9" 15" '.?(f \8' ~ '8'. jt.~. .~' ;''1< ~ '~:J. .. ,~ '. ,'". I
. 19 " II ," 7 .' ~ J...~'ll!" .~'~ . ~'f... 20':", ;(~()~ 'J&. :" ,() "'17" 1'7" if; -'20 1'" ,.., LP (4 '., ,..+ 312 IS" l 15 COUJfAN.--
13' '8" " -'8' 1'''; lP I "';',,, 19 ,"i6 ",," : p 1"'" J> LI',...., '9" ~ ~.:':r'____--,,--------_....,
/. JOe !".""'"'~'''C ~'--""_-==--=='='===--=~"!\"""- ----J ' Li' 'J; r- ::.....--*::--,5'../"',,6.-~''''-::---_..A,!-'-'''---_._/ J, -- \ \VY
}f; 16" JOio' _ _ -- .. - - ,,(1I- _ ;.. I Jo ' ,Ii J. ! ....---- --'--"'k'-,-::" I "'"" '7? '
,,'" I ~~__,~-'" _-,----i r- --'.' as - ~ I J '~ I Tr'(,N '<5',;. S I -
.. ~, j ___-----,--:::::------1'-- \j -----t--..-_---.,Z!2,Rc>> .,:, ,C>; I?~" ' 6" CONe CUR8'~
_:: _~rl; -. <: ~ ,,_ _ 0' , ' , , ," " 0 '..'; ~2D=,t ~? ~~ : if - -: ~~,:,~",:~: ::,,, ~ ,,-:;--=:)T- ~,-;,. - - --- ,c_+__, - ----:'~~_i:'~ -_ -_L _ _ _ _ _ _ _ _. ~"- _"-,~ 1$'i~'DS r ;:: ii ~~w . "')0 ~
"7'_ -.......LJ :: :::: .. - - '" ~'t: , f ' 'I ' I j " t ' 0' ij - -- -- - " _ : : - -'-. - - _ _ _ . ~-.:~ / S INv HEv = 2580, w 6) 1C>~1,
L" ':""2 14, "SS ' U L_,_=..,,~ ... ___ ~ 1;./'8.. I've I/--.<:-..::'-------.::=::----~--..-_ 1 IV IUIt (LEv e 2570 " :> 0~ ,,"
,~ >U'4I', CJ I' !" I +-------~-----__::__ 1--1 ~ h.. 1'[ 208-:-'-'f ", ..ROOF ",,--.......... 24"pF;p'--------==-:::-::---'''.--.__ " ~
;\'<0 "'" 1 r-,JE! '0'" rJREAS~L '1"'1 ,~E CUNC CURe: I " II DRldN?) \ x"" " --"".------:--1'~" '-
~ 10' i~14' l' ,~. ! '0" ~ r--- .. "RAe' 1 ';. ;ij< :,,*~ i ......., "'" y \ r::l4Ir[~ \ , 0,'0 . -, >j)" ~ v", ,':> ~"
14'~ '9"' .~ ~ ~3' 'it: 08:'4-' .e" ,'f'Io' cif'*, ~ ~G I --------._~,:... L==r==.---~--, ~~i--i R ,~it'"-~ ~?: "-....,~.____.-/ -...,<> y"'():: x ~"...\ ,,')()b'\ i9~ ~'\<:>, .I( '10,
!If ~ \4'1' "J" ~f'H" .f 26 l' t 8 '" I '25 8 --",--L_____~ LJ II' \ AS,,,! II' Y5~ ", e
, . ,;) 8 I - .__' I CO" " II ' i ~5 ,-' 'f. "",e.' 0,0
, 6 9 C~ r~' (8;'" ~~ r ) CONC \ II , G ' 29 ~3 ",0,'
16~ Ji'I~ ",":14" 012,'.[ ~O'>g;" i'5 I '- ~-"" 0 II'" I v. x
,~ /!<;, ~() - '" u' 6 6 ~- \. FLAC; I I " 'II
*' '4 I,[f "" '7' ~.~ :?' ~ :./ U ',J "~ F E i I '< 8FP ! ,~'o ()'\.
*: 1 '<.: '" . '-'--... ...... J. OL -. \ <9 "v ." ~
,.:: ,-,' ~~ 95' 0 ~ -......... -....... _______, U'6 II ". l"r', cP ,..!Y?)' '!I ":>,,,
\ >,~," S',") ~14' ,~I.J 8 ... 16~~~ LJ.lO (- :.- z~ II __~~-=~:L-----______--~~ I ~ '; : ~ ~ ~r:~~~PIPE~:' ~w ~~~~ X ,,0,
,'^" 1,' 5" 0 '';> I", "::J '~ -'1' %"o:::::....~-=:::::. .".;,1- Ii! II C>: ~ :;) ",-:>' ,:rr
"i: "" "" ''',,' ,- :g <; ~ I ;:c~" O;L'E;:'~;'~~ ~ _ \ I · i 'J> :: "~. ,~,,"DC:? . .?J.'" "
I)'! '~*' 14' *,' ','Y:, , 2e' '~'~ \ ~~_ 1'6 c' I;' 7~ ~'S" '-----........... X"'" :: X,,>' ":>,,V $)<':> ~'t'\.~'?9~' X ").$)'...':
f.,E"'~ r, \ ~_.._--_..__.__~____ ~ I x '),~ ~/" '"'
:::0 ',',if, ~ I .:: \ I < _~ ___ 20:./ I U ')^:> c: "r:c ",I"
^'O I':' 1':,,,,..,,'1'12 / \ I~I ),.~~' .~:~ n(')~'?,:>' -==:~" --[" -,-:3G' --1' .. 58 ;------------'--------'-EJ:;:-<R-:-TE INL~-IS8"-.----.---..------------------- ~','.t:,^i~~'04 ,'j
F "v 10 --' / ~__~\'\ ~ / ---., ',,- V'> S-., " ~' ,-4 'lil~h GR~TE (LEV", 3084 ~'
~ jji'4"V' :'\.~ I --~\ \ ) / '-...... "- ,,'-I'Y ;, ~ / CONC A.AU, iNV [LEv" 2634 cONe:1 ~'') 'o~
1 \' ~, J,?o '~AZEBO <) \ '..,./ / ~ ~" '-...... 339' " - . I. . r(-TOlpUI.)lU ~JIJ)) ~V'l ":>v'.,,,,
,""'"q',,,,,: '''' \ ")(' (COV8RICK: / ',' .... ~---:::::-.;;;:- " ,j. -==='1: Y l<UCM'X
'if; '" 6 16' I 0 PA'ltRS' ! / '-. T:?--------,-..-=:::::------, 8, ~" 1 H " '../'" I, :00
" ,if; '4' ,:,' (), '\,~ ' /A, --.----~-._,___ I ~.\:' r....~--,---~2____ 7 *, I ',~ 6'/\2 122' ,12 In" --'--_ 10/10 f"", t I \:>" "P'
24' '-'~ C 12' :Jr -i " \ \. \\,_:-,./,//; / ',-,...\ 1. -- -.. ---- ~~ ~ -.'';''----r:--. '" G\ 1'" *::/ I ~,C ~ 12" TRIPLE / T\\iN r -, Tv/IN, J "~: ,,:>0' ,<
, '11< ., \', "_.-=::::::/ / / ~" ,>(' I... 'i\ 6 ~.l~ ,'(I, rurL TANK Q__ -_.J. --r..:- '9/1 I) J<;, -'t-,--+---.., / .P, '~,--------)--- J 3046
5 /f ''t\, '...... '---...___--,/ // i,~. 3 '/4' /"!J 7' "v 15 ON CONC '-!j_ i '~flIJ9 9 r ~R' I' _J / ~-:-- _____lL_.__I'€~~, b '--~-------- '3 1 \ 4 ,..,LP , dO, 1 C) # I, rS1G~ 0,"
r .L',q, .' ~, "/ I L "RIP E . ~" 17 2S . ,cr-....J " SHED ~--,J ,) /5' ,...0, .,r"~ i6", LP 6: '^ c1 ,..c1" 1.,) T'NlN '..... 4 .. 15 I Ii ()'O ,,()
~ ' - _ ~,~)'_ F;:'~, ,i~---'N~' 7' ~& >~~'- _ _~ _ ~~~~~?~ ". -~ ,- *-~~ - *-* ~=.;:-8j:9~.!3~i;:'1~(. P ; ::)-~-~~~:t~-1t-l"5;::;,. -(P;:~ ;;,1;. (;)~ /"~ ~*~~O~,-,-, -'''':~''~ o>c ~_X~:_~ 0 7 - ~ ,~q::~'" "
_ 4. ,~ ,,'" E CHAi~, lihK FUiCE'.) .' # ~ \ ~~ 'JO,o ':~
r: i ;~ \" J, p[TUnC'N "OtID ,O:! , FOijt~D "x" -----' \ "
:~_~ ,.4' ,,,:,,' " '{, (lIT ON cntj(~ ,\:>o,/!,,')Q V
J ??' E 2f S 'X . ~&.9 '/. ", ,,':'~.. - COlUfAtJ .. ') ~Jk'::j x .,"
iOP OF BAH~ '~..../ " ",,-, ')co<-' ,;" ') <6") u . 0&<5'
(__~,' " ' ?~ x ,.: <~ U
/ , 'I' " ~
~ ~ J w
~ x '::'
"
~'C
'"
'\j
......
tr;.
.......
...~
-...
~
",
~ .......
~
t-..
...-
'-
:---
NOT PLATTED
"
''';.'
x
'0"
,.,<:l'
^
^ ,
.. I
"
,I:)
1.q,
x
')1
'1.~
.I(
" ST,)PM INLET
"Y ToP ELf> " ;:, 07
E, It,v. ELEV '" 22,82
W iNV fLEv " 21 '27
,v
/
r-STORM INLET
, TOP ELE, ~ 5 09 y
INV ELE" " 3 24
"
/
;'
12'
Ii'
~
.]f.,
I"
,,\.0,
.c:\.)
~
",
, \
>,
J~,
, ' ,
1,~ _
,
'J:)
NOT PLATTED
SYMBOL LEGEND
c,'
,;' DEt~OTES, 41\1 OIS mjG SPOT ElEVA nON
')' CU~OT[S ~~,j r:;.ilK TREE.. SIZE INDiCATED
:jf, I') ::{f~(lTES 4 Pq,f,\ Tf;'E~- '')IZE It~DICA TED
.'0' ~1ENOTESArl [\'ERC:,REEN TREE- SIZE iNCKA TED
66 CHWTES A CHr~A 8E~:R' TREE... SIZE It~DiCATED
........
:1-
-a..
. '-"
~ .
.~
Ii) .
~~
....... ..-
::E
--
LLJ
. .......
~~
~i5
g~
(f)
SECTION 16, TOWNSHIP 29 soum. RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
N
30 0 15 30 60
~1I~~~ .=-J
1" :: 30'
GRAPHIC SCALE
~
~
~
~ ---
!/\
~ fg
<t
>
~
:c
f-
a
~
3::
~ ~
~
~
t::~
~
VJ
(:)
1#
LEGAL DESCRIPTION:
OAK COVE A COMMERCIAL CONDOMINIUM, acco(C:llng to the plat thereof
os recorded in Condominium Plat Book 102, Pages 92 through 95, of
the Public Records of Pinellas County, Florida.
FILl
FL I) Zw 7- ct1,..!!,
-
u ~ :~~~ ~ ::l~
~.-'OPMEI'n 'lCll
oLANNIOO S. Of:\i~I~O'AlAiER
(" C\1'IOf Clt:J'\l,n
SURVEYOR'S NOTES:
6.LL COR~~ERS FOUND HAVE NO ~JUM8ER DESIGNATING PREVIOUS SURVEYOR OR COMPANY EXCEPT AS SHOWN
2 ALL 8EfRI~~GS At~D DIS T AtKES ARE MEASURED PER PLAT AND/OR DEED UNLESS OTHERWISE NOTED
3 1.0 UNDERGROUUD ENCROACHMEtHS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN UNLESS OTHERWISE NOTED
4 NO iNSTRUM(tHS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF -WA Y AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR
ExCEPT AS SHOWN HEREON
5" ELEVATION DATUM N GVD 1929, M.S L '" 000, BENCHMARK US,C& GS "TBM NO 2 1949", ELEV = .3821
BASIS C'F BEARINGS SPLAT 80UND.&RY BEING S 89'34'00" W (PER PLAT),
6) THIS IS 10 CERTIFY THAT I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY f.AAP.
COMMUNITY 1"0 125096, PAt~EL No 0015 D, EFFECTIVE DATE 8/19/91, AND THE HEREON DESCRIBED
PARCEL APPEARS TO BE If~ ZONE x,
7) IN THE (VENT THAT A FENCE WILL BE ERECTED BASED ON THIS SURVEY, MONUMENTATlON MUST BE uSED,
t.OT BUILDING LOCATION REFERHKE DIMENSIONS
8) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE
9) UNLESS IT GEARS THE SIGNATURE AND THE ORIGlf~AL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
THIS DRAWING. SKETCH, F'LA T OR MAP IS rOR INrORMA TIONAL PURPOSES ONLY AND IS NOT VAUD
::':- CENOTES" HOLl~' TREE- SIZE II.mICA TED
Of' l'ENOTES ,6. CM,1PHOR TREE - SIZE ItWICA TED
F I.R
SIR
FIP
F N,D
S.N,D
rCM
PRH
PCP
PI
C8
vVlR
RI'N
TYP,
OHW
ULP
HYO
TR
BFP
DCV
UCWP
FOUND IRON ROD, SIZE INDICA TED
SET IRC~~ ROD, 1/2" P S,M. #3983
FOUr~D IROt~ PIPE, SIZE INDICA TED
FOUND NAIL At~D DISK
SET NAil AND DISK, PSM, #3983
FOUND CONCRETE MONUMENT
PERMANENT REFERENCE MONUMENT
PERMANENT CONTROL PC'IN'
POINT OF INTERSECTION
CABLE BOX
NI... TER LINE RISER
RIGHT-OF-WAY
TyPIC AL
OVERHEAD WIRE
UTILITY/LIGHT POlE
FIRE HYDRMH
TR ANSFORMER
BACK F'LOW PREVEN1ER
DOUBLE CHECK VALVE
UNDERGROUND C,\BLE \VARNIt~G POST
SEC SECTION
TWP TOWt6HIP
RGE RANGE
(D) CUD
(P) PLAT
(M) MEASURED
(e) CALCULATED
CONe CONCRETE
COy COVERED
ASPH ASPHALT
pv~n PAVEMENT
ElEV ELEVA nON
FL rLOOD liGHT
LP LIGHT POLE
WV WATER VALVE
GV GAS VAL "IE
PP POWER POLE
~'CJ
Ult\
OVERBECK & ELLIOTT, INC.
PROFtSStONAL SURVEYORS
3089 Roosevelt Blvd, (Ieorweler, Florida 33760
Phone (727) 524-9666 FA.X (n7) 524-9328
Cedifico\e of Authoclzotlon LB, II 6913
_AB~f3g;Vl~1l~~GQtD: _
~.
i,'!J' DUiOTES I\, kUtAr.,U4 T TFEE - SIZE ItmlCA TED
tl6 - GENOTES!< CHERRY TREE- SIZE INDICATED
zf DEN01ES A CEDAR TREE .. SiZE INDICA TED
A lREE LABELEDTN1N' IS '2 TRUNKS MEASURED
4' ABOvE THE GROUND FROM 1 MAIN mut~K,
"TRIPLE" IS 3 TRur~kS MEASURED If ABOVE THE
GROl'ND FROfA 1 fAA,lN TRUNk
CERTIFII::D TO
,lOB NUMBER
NOR111S1DE ENGINEERING SERV1CES, INC.
2081
210 S. OSCEOLA AVENUE
CERTifiED AS A 60UNDARY & TOPOGRAPHIC SURVEY
I HEREBY CERTIFY THIS SURVEY MEETS THe.: H1NIMUM TECHNICAL STANDARDS AS SET FORTH BY
THE: FLORIDA BOARD OF PROFES$lONAl 'SURVEYOR$ AND MAPPERS IN CHAPTER 61G17-6
flORIDA ADMINISTRA rivE: CODE, PU UI\~J Tel C,ION 47Z,027, FLORIDA STATUTES
REVISED
SCALE:
l' =30'
7/9/02
E
DATE:
--.....---.......-.....-..--~-_.._.:----.....,-
I~AOIUS
ARC
CHOHO
I3EAHING
=.s 9aO.OO'
- 1.34.40' (P)
~ 1 J-~.29' (P)
,- N 10'11'.3"1
N 10'1.3'56"
".",,.-
I ~
; iiU
;.'~' ~ ~' '~ ~
~~, T uhf.' dJl F
~ III f [, hi fH
t '.IF [; F
LH.2f
'N (P)
W (M)
",;
~
~- S T (:Rt. ~r 1L[ 1
f,_:~ U I"
'N, Fl f.
)"
, I
~ '~..........---..............-_'-~-~..-..;~............:--
, jf
1 ~ ..
,:[:H
(M)
'or,,,,,,
~"'"'"
::!~
~-""'"
ft'"'-,oJ
~......
:-t..
, ,
>-
"'""".~
'.....,..
~:.....
.-
'-...
:-
,
1.-1
It
1,1
...
tJ
t,
:Jr '4'
,
I..f' I
j("
'"
I' ,Jj
'j
,~)
.~
a
~ -','lli *
..
't
.
Jt, 4
:iF 14
..
:;, ,).;:!
~~ 4
If: 1~
:4
.jt.: l4
it'l
~' Jf
; -1 "
"
:1
Jt l
10 ',I
. 4 '
11
'jIi.:
~
':'.
r " (01,(
, RE r AI~J1:"G
'\ ,^AL~ S
,
,",'
,<.J;
'~,
('1-'
"il ;IN(_ r,'[ T Al~'.JJ(:' .\A:...L..
. . \ ,:1- S 8!)'15'.30" E
[([\ ;$ ~<: 8.:. irh .._-\ - ,,') .
! U, J .1 '>: I;:~" S 89'14-'58" ..."
rL___L_ ~{':g1===~'-"''= ~",,:-==::=,"='O';O'-" 'J V
I t- ,___-:.--:-",;" ,~__.______.______ ff-
-- -------~ '.r() _
I ',~i'ii_ . .,.,.
~ '~{'r T - - ,_ ',: :t~= ~::-~~'~,~:-~:~z. :,,~~::-
." 1. ~ .. ".'
. 1 " 1\ n . SHU~'lE8D',PI' ,~,:::,-,PT
:.lit II
'14 .,. . 5' 2 ii
'1'''- --
,>.
1
.of-: -"
it i 4
j!.
,t
J\ 4
'1'
'\
*
:.T1h...' i~~trT
TCP f
~- I' J
'A !~ l
1,/0"
~
1.1
'Ii
I
" Jf: r-- :;-:.-r -.
, --" '...ll~ ~ '. I
I f ykJ :?
Fl.. (8' ~~ I . I
r (if >
": ~) I - I
~ r _ 1
,. ...7 1
~( (:1) I t ~ J
-----r
I - I
'.J1;.r ~ r
'If' ;::>
~.J'''' C, I
- ~.
I __~_ ~'t . L_.._ .
',:
Jr
h
.~ ,
xc
lZ
'"
'~
If
if 1 '
"---7
3,
:;.
/
,"
"
~
'~AZl8(\
",,_, 8P'i,F'
, 'A /F f,',
: f~
,~ 4
...
,1
,I>
':
~~ :..:f~
~,p 'J .
" - c.~l'
..,.~---,~,""------,,..:.--.~~:~----;:"',---: -.----:
\.' C'. '\, I
I} ~, .t
/I .'
Y f
. .14 .J
-~-)
"--'_r _,_.__---'"
;>
'"
~ ~
r---- -i'-
-~
.-S;
f!t.., d ~_ ,r" ~
~~'F H"'J~i It~
r ('tiC
1"
'-,>
i,:,f.: l,r 9,LrJr
....
~._.-;.\-6~.'..-..
r.~-.'......- -".
--'-, x-
"
r~ r;( E
Nor PLA TIED
".:
~..
,~jRf3 iNLE T
THP,iA r El (v
- 'i-' El E \, .,
[' ,\., :,LE.
" 1'1\ ELEi
:;0;'-
--..:,~,.
":\...'
roFA:E I!JLl T
,~R4'E ElE"
f. iN" ELf'
.f, iNv ELf.,
C :t.'1 ELf',
0.::: (~9.1
3(! 5ry
,.4 7
"\0 6~
596.00' (P)
595. 'lj' eA)
r I F' 1.
'6
- ~.
'" .1
" i
, '
, IJ '/ ,',6, '1.r)2S' "9)
!Of __ ~;;;_,;~~-~.t.t>-- ."-~--""...,,.-'.....-_;:'-- r-.:r-:,~'
,..,,,,r .''7' ~ . J")(l ". r'" lP ~4""..4-Y~ :;;,"lPfl'':' (011;tAN-----
~,i '~..'~_~_......_Pl:::L. 09" /.A--''''''~:_~ \,.~' .._:'I~,:_..._~_~_-":'L~-,.- ---,~...:_--;':_--- ... -'
'-::.:"
2:' (12
(P)
0,4) .
" .,J' ~ I> 7"1-') . ~' . I I
1:'o~::=~;;~2?"f":~"':~!~~:!]o
- ~ p-~ ~ ~
".1- ...;
:'" ., 4 iJ.(
:: :4~:
c ~p 32
'-~
(1
")('1"
c "
18" i 3,' Jj;'1} :,"
, '~r-f9"':~-..r.-F""--''''-'-
~ 7",,_ r'J~. _/ '
~>'"' ~
1.'-3 18"
,t;(;o':""F
~_.2_ '~_;~
- --.--\;"---'--
l:::" 6"
'j
(It,/!:
" ~
''''y
- GR A TE it JLF T
/:.PA1[ flE'1
S IN ELE"
.\ ,II. FIE,
dOU j,H"e,
: ~
c. 3C :Ie'
"" 2580
/l
~, -- ~1.,
,,; 11 ,8' f',/,
~ r--.. - --1' . 1;/. P'-cf
1 ..... ("~ II ".,'
_ "J ' .. II c~,.It,'
"1 '- /;,
.< ('-"-- . 4. ~~~'_<
i
-,-" 'f) C :~I" ~
-....~ r'~J'-
ciP
~ ~..-..
=." ?~, '''10
':..1.';- ::--
,
- , ~r?
: I
,I
I
l.')l
~
_ _. (, r .'t ~ I
", iF F
<~-.('.:
/.,1\ . ~ ,:;
,
F'L-,1I,
F!'i[f
I..t ...
.<
1'"
~,",-::.-:-;'-;,:.;;:;_""..;7.
- i ~
., 1. I
.1: . ; I
..'....--,-..L__.l
~~)
r:. ~
I'
II
.1
,=' ?
_r",
\
,~L_...
\t-.,..l
r';
(1.
,
;:
"
,,-
''J'
'-. -.~,---_..:, .'i:..::::-~
1 ;1..
"
I: l1:.
11"
t :..:
"l '~..... (~ h,'
d!;
I
,
~'I<, ,,'
'" ,,:$ )fe,
I 7 'lit '/.c >l
'1 !, ~ ~
:--<
.. - ....-
'SB
,,('
I'
I
",,'- ,\""
t..'t'
"
I
--fJdr
I.;',
,PA if. ,NI[ I
',PelE [Lf
,~~',-,' \:~LE': -:-:
tONe
r('Ll'tJU,
\ TrP )
~.....:. ,., j1:'j-,
:. ,~,() C,4
~.h .:,4.
<" '!~'-..
.\A__I
,'_ e",,'k~ z~
~
~. f)_lt.Jr
(t 1
,').
-;
:>.
Nor PLA IrED
S'YM80L LECEND
-------------------
'I !{W,TE': 1.<11 L!I'-1!tI(.';POT U.EVAn'Jt'J
1 c!
L >[ t V, 1 [ ": (, ~ J '." r 1 R ET
':,1 ,~E ItiCW A 1 ED
If 1(; {tj<"H .:. .:, Ff"I,M lhE':.
'~L!T ItJDI~,A,T[C
)"::' [UVJTES AI J f, \f.R<:,Rf.EN 1r:;FE
C:,I,:F iN['i(A TE['
fi
C,UJ\) fES A (lUM GERP) TRFL
'-~IZE It~[IICATE[1
"---------""...-............-"'""""--~-_.~--
E
:!) [,PW fE'S A r,lIlA()IjA T fFEt - SIZE ItJCdCA TED
/"S' CHK>fES A HOLLY 1REE - ':::,IZ[ It~CdCAfED
[f' [,>0101[':, A Uk1PHCiR TREE- SIZE iNDICATED
F I.R
SIR
FIP
F ND
S.ND
FCM
P R.M,
PCP
PI
CB
vVlR
R/W
TYP
OHW
UlP
HYD
TR
BFP
DCV
UCWP
...6 [,UWTES A ChERRY TREE- SIZE 1~,[llCATED
'Z/,' DENOTES A (EDAR IREE -- :,IZ[ INDICATED
A TREE LABELED r N1N" IS 2. TRUN"',':) M(;:"SUREO
f ABOvE THE GROUND [R(JM 1 tv1AltJ TRut*.
"TRIPLE" is 3 TRUt~I"'S MEASURED 4' A8C'V[ THE
(:'ROI,lrm FRC'M 1 MA,IN TRUNh
('Llf;8
.:y/~"
(A.J (, ,~.j<
Ai !H~j
f'
10,' I
..
';1
').0, "
:.
-!.-~)':'
,')
,...,
..I ....,
,~ Il.
. '.J
~ fR
i-) !.Ii
..-~
,....... ....
.2
'-
,~v
(~ ~:,
1" 1~
, _~" ~ ",'l
1 \\ rJ !~
I I ('~ X
!~I -~ ~~
1'1 . ,},'- l( 1':) -
t ) - \:)'1
~ ",':' t"
ri '1 - )r-
Cl
-hI:-"---,;-~'~'.--]
L, " '0 '
r :..--.....;:r-':-:-::-:-...-::::-L i< J '!l'"
_~~-'Q. ___':.~- ,iF.:<T;;."" , e,'. I:;: 'e ;(1"
1i., , ;or. n'- t:. r l NIN...
I: L V\ Flflrt-~~r ' r-' ~/'\111 IF'IFLE l.dr~ [1 _-1
) t; "C~ .U' r~( :2'.-- [-::.:]", , ::-'-rj - T'~- it l' 14 I'F' Ij LJ >>
" : 4 '~. 10 - ,'1- (' ,,:! "I;" . ~T-- f..' lh-i:r(' [; r] Till" l~r f-h 1'0 I,) I
if, 11' ... _, r-~-j ~-~Er, 7):- _...j.....<)~- ..- lP f .....J "7"""'"
: lu- IFIPJE ,.,' - 'If: - it)fc'j(:<~' ~ 'JUP" --' 1NIN ;:., 'r:;- _~It.,EJ ", . ."::'>(,,"'.l:~ill.___~~_..;!::.~~~.~~-~-~~=~' _-,,~o'O'~-
, , _'_ ~ ~,LJ~ _~;~..:<.~~~-<J=-~Z'::'::-==... e=""-f== ~""""'=~."==~=-=1'"=.!.l;;-~i;;.""''''-~=~-=-;;:'''''=''-7---;::-:-~VO'-'*~-7--:'-o,/::-C::- '.,=-,.-- -jt-::-ZF ;>- u_ T t'
;.--:;:-:;-~----;:-----;-----:;:---=-=,- t'-- ~ -.... .. ::- "; \r"'~ '~::;'r,;~~V~L:--- ~,7 -II-' r - - '. --< - .~-,"" --, -,- ",,' :. '\'
S 89-,34'00" W (P .!.e M) -c 5-'2.20' (p) 572.15' (M) v'
.~
,,).
1
,<
~...:~'
<....) !' ,-,.-'
~ .. 3" ,
i_' ': " 4
, "~)
,,. )) r~~A -J +'
...' '" ~ "CUP
, )'t'.c
t d ~ ')~~ 40
i I:SIC.N
I i, ("~'
, Ii -S '
~J, t .1,: ') -
" S/ ;
r-
"
( "
I~
If'
I'
Ji
"'~ ',I
1," en I' ~
~.~
L' }{'J
. )6
, '
Z
o
L
,('
{~
f'
,...,'~
.:>.
{-,
LtJ
. 0;;'
l") , '-:"
~~
~;
<
~~
'-
~
~
,,~
...... 1
..
,
>-l~
r
".J
\-':\
c.......
.......
_ ~jmB.;'!l~nON _..bg~!p:_
.~ ~'
N ,I:
?S
3~
(f)
'.(,')
,~
I
i).':J
;'\....
')-
,';)V)
~J .J
i'
SEe nON 1 f3, rOWNSHIP 29 sou fH, RANGE 15 EAST
PINELLAS COUN TY, FLORIDA
N
30 ;) 15 30 60
lr!J'1<' ~- if': . .t,.J---;p' ...',.'W'!.".l------~
"fjl~. ',"~fI~~tBli*' "' '~;t'l!'i~l~~;(~1i'..;,~;&l;1"','
__.._'" r ,_." "~...~,,,~_ _,\U,~"...r-.'[~~,<;~;;:;t..:\f,",.,.
1" == 30'
G HAPHIC SC ALE
',n
i..tJ
,'i:
<{
>
L
f-
r',
~
~
cr:
.
"
LEGAL DESCRIPTION:
OAK COVE A COMMERCIAL CC, OCMINIUM, Clcco(!jinf]
os recorded in Condorniniljrn f- ot Bock 102, Paqes
the Public Records of Pinell'J~ \: Qunty, Florida.
thereof
95, of
~,
-
;,j.~~'-"""""'.-
C:::N ~~
PLAi~KI~ ~ 9IC:~l~~J'~WA1EH
elf( 0.. t:I"
1 , ~L~':!F:tJ[f~S FOl'ND HAVE NO NUMBER CESI(,NA liNG F'RtVIOUS 5' VEl'OR
:' t.Ll E,(.ARltJG:, /If..JD C'ISTAJJCES Af'E MEASURED PER PLAT ANOr DEED UNLESS OTHl WISE NOTED
_' t~C' UNGEFCR')Urm ENCFOACHMENTS, rour~OATIONS OR UTillT" HAVE BEEN LOCATED '- SHOWN UNLESS OTHERNI~E tWTE[\
4 tJC: iNS TRUM[tHS iJ RECORD FE-FLECING EASEMEtHS, RIGf' S-OF - WAY AND lOR OwNER':. ~:PWERE FUf<t~ISHED THIS SURVE\CR
[~CEPT AS ~~OWN HE-PEON
S'EL[JATIONOA1\..,M NC,JD 192?,MSL =OOO,BEWriMARK USC&GS "18M NO 2
BAS!S eiF 8El,RiNGS S FLAT BOUNDARY 8EING 5 ~ '34'00" W (F't,R PLAT)
f.) fHIS IS TO CERTIFY THAT' HI\VE CONSlJLTED n-lr FEDERAL INSURANCE ADMINISTRATION FLOC'L HAZARD BOUNDAR, I\AAP,
C'Yv1MUNITY I~c 125096, PANEL No 0015 D. F' EClIVE DATE 8/19/91, I>ND THE HEREON DESC. i6ED
PARCEL APPEARS TO BE IN ZONE j,
7' IN fHE EVENT THAT A fEtKE NILL E:E F' ClEO BASED ON THIS SURVEY, MGNUMWTATION
NO 1 8U'LDING LOCA TlON REF ERENCE r /rENSIONS
(') fHE SURvE y DEPILTID HERE IS tV COVERED BY PROFESSIONAL UABllI TY INSURANCE
9) t:NLESS IT GEARS THE SIGNAT' E At~D THE GRIGINAL RAISED SEAL OF A FLCRIOA liCENSED
THIS DRAWING, SI<ETCH, pi OR MAP tS FOR Ir-lfORMA TlONAL PURPOSES ONL'( AND IS NOT
FOUND IRON ROD, SIZE INDlf::A lED
SET IReN ROD, 1/2" P S M, #3983
FOUND IRON FIPE, SIZE INCi( A TE-Q
FOUND NAil AND DISK
-:H NAIL I>,NO DISK. PSM #3983
FOUND C C,~JGRE lE tAONl..MEN T
FERMANENT REFERENCE MCNUMENT
PERMANENT CONTROL POIN r
POINT OF INTERSECTION
CABLE BOX
NA TER LiNE RISER
RIGHT-OF-WAY
TlPIC Al
OVERhUO.vIRE
UTILI fY /lICHT POLE
FIRE HYD,~ANT
lRANSFORMER
BACK FLOiv PREYEN TER
DOUBLE CHECK VALVE
UNCERGROUNO CA8LE ,VARI,ING POST
SEe
TI'IP
RGE
(0)
(P)
(M)
(C)
CONe
CO'v
ASPH
PVMT
ELEV
FL
LP
,VV
GV
FP
SECTiOt-l
TO Nt6HIP
R At~GE
CUD
FLA T
MEASURED
CALCULATED
CONeRE TE
COVUED
ASPHAL T
PAVEMENT
ELEVA nON
FLOOD UCH T
UGH T POLE
\'VATER VALvE
GAS VALVE
POWER POLE
.,~-,
L-J. _..-.l
fJJE
OVERBECK &. ELLIOTT INC.
---,~,.....--------~---'--"-------
Fi~(jfESStCN},L SVA\,[)(~S
3089 Roosevelt Blvd, Cleorw')\~r, Florido 33760
Phor,a (727) 5H-9666 FAX (727) 524-9328
C~\.fica\e of .Au\h",!zation L 8, , 6913
~ ,~ ~-"':..;.''''' '<: ~'---'-~
CER f1FiI:.D TO
Joe hlUM8ER
NOR IHSICf.: f.NGINE.El~,NG SE.AVl(~S, !NC.
20t31
.---...~'.~~~,-
"f"".....-----~-
DAlE:
('\,J
o
o
('\,J
lD
0'l
0'l
V
Iii
....
('\,J
en
:::J
<t
'Cl
ClJ
~
en
~
'Cl
ClJ
+-'
.....
Ul
.-/
V
('\,J
o
.-/
('\,J
o
o
('\,J
.-/
lJ1
+-'
U
ClJ
o
C-
D...
.-/
lJ1
c:n
C
.....
~
'0
C-
O
.-/
'~~11 "
*',~"
1 I":
/
I
/
~ 11"
- - --
- --
\ '
, ,
\ ~
/ \ ll..
~ 't I:':
) l\ -w;
,\ '
I
X\
,
, I
.
I ·
.,'n( );;~ \ ~
;" ,+: 2>0 .
. Y l_) -- .
'D:.D , c:
'.:- .-'"\ ',\ Ui ·
'2'-" .
JJ,GJ ,\ -'II .
'-3' 'Iy , I
0' \ \ ~:+=- cO .
; (,.;J:+=-()')I I
;::C~';~,~~ \
? --; 'U' .
::/ .:: ~...:..-/ .
'v ~ .
(J','-' vi .
, " .,.. . .
I,~ j 'l)' ·
::= ..,~ t>, . .
I
.
I
I
I
I
I
.
I
I
I
\\ ~
) ',' I
,'" tt~ I", I,
"-. I '.J . I . \
\ I \
Ii I \ .."
\ I \ '- ,_ . ,
1\ .1\ -~, lfji
~~~1" ~-~?PC~rlO~:ATI(jr..flC- '~12'
\ I 10 Rt"U'I/,tD ty,.. u<
\ : Ch,f' S"fii
~ I. I _ _ - -...~~4 - _ J - ,.
.J () '~.~" ,r' .. ~ ,t~'
'- ,.
t
~Il ~ '
1.Jt.
'j., ,~; )"
'1J(~,/j\12" I
, "
I
~~ 1j"
.~ ~ 2"
~~ 1.f'
~
~;."
I L 13"
f",
\..j
6 '
'If 11 "
1.2"
(i.c:.
, /II
..-1'0 _
'~J .p. /"
--r .-~
,.-/
/"-
~
..../
~
,J,;-; 1;"
,"" 1 2"
'w
I 17"
:Jf;-
1S
\
\,
\
~
" Y'
i"
~'1"
"'"\
A"
~
20"
C2
t"tj
)f,-",~ ,.
~
,,'J
Cr
'"
:\
1\
[,
~
.j
?J
ttj
ttj
~
.j
~ IIJIt
:I~
I)
~Ot)
..f
.'
;. I~ y
CHUI'~CH
I
---.-.-.-~--, - _____._.___..d ' 8 S?': 5' jU" I E (P /
, K OJ 1 'f. I ;::) B" I ( ~;1 "
'f:'-.... '-. .:i;:.:. ___.. :.':'-::'C::=::::::~ " ,J ,j I' ~/ J I \ '/
... 'C._. -. .~~. .: ~ _ - - _ 11 _ if' __
. - - - ------ - - -.". - .. - -- - .. - - - - - 10"
'.1". f-:E:. --.: ~ '7~' j, 2," .7 \' ~ .... .... - .... ~Fi"" ~I
10. ," ~U. :0-; r'; !, _.... __ \.....
'I' I". : I.f., ''; L ~L t _ _ _ _ ....
--11JL- - ..... ;- .... .... .... ..... .... n--' ",1\]\
..... ...... -lC._ ,jj ~ .,/ J ~ V
....-.... ~ 1~" //I~'
...... ...... ...... ...... ,:', .,\" ./ /' ~: -Z'Zz]
~'11" 1',,, ,
C) .55' GRE":'SE · ! ~ 4J
'1',2" . '0" TRAP ~" =Jiil~ .~_~ ~
'~,~ I
I .1" ~ 7" 9" ,
J'(~
C~ ,:~ ~)
lj \ I
T I '
I ,-_'
r
i
~l.. E T
lOP U.L =jC37
I~;V, ELF",,, 2102 ,I,
I~~\/ ELE'. "'24 17 t.
596,00' (P)
:=)95.93' (M)
10/15"
10/15"
,~~
12"
t OEX/STlNG
UMPSTER
-~-"--'-----f--- TO REMAIN
.. I
+
I
I
IV
:::
o
.J
~.....j
CD
'~
;"...'
,'\ /
-'
:,:-
~ ,~:{'....
['"
L'j
~.1f.--" ~!~ >J
,
" f' ,i
~\V ,~
U
/'
o
U
.~
I 1 ,~ "
\......~ -~ -.---- ---
r
i
C
l)
13 STORY CONOOMINIUM BUILOING
FLOOR ELE'I,=33.25
13860 SQ. FT.
o
I ...-
-- --~---
-------
- -- --..--.-,- --.--.---.------
(~ ~
>;;J/:-~>t~ ~~~ /-- /-----., , ~
/~ /,/ ,",)/ '71 \<').\ (PL~~.) / ~~''-
" , ' l,.<, '\ '7 ~ '-
/ I I (".) t< d Ij (.1 ;.. J ),"'. ',,-
~ .1 1 ,~' ~f;:-'I(</J ",I '\1 '" '~,.
' y. 1',.<'1: ^<
'/~ \ ;.. <,,')'1 I I!
\), I /' / / _"/..) . ,
>:^';o\. , I' /<>.'\./ /y1
'~/). Y/>t>;:>y/
<.. ;< ~^, ^Y
...;' "'Y-_2~._Y---
;,
/~\
(P 1.!"~.iI
\ /
_0 f\Jf=' -- S TO I~ Y
:)17 SO, n,
EX. INLET TO REM!.,IN
TOP ELEV.=3084
,rN, ELEV,=26,3+
I
I
'....._- -
. . .
r===,J~
, ,
Ale '
-----
-~----._-.-
---- -- --------"
I
I
.-----.J
--------- --
i~
NO
61
~,
11 ~
,~,.
_~. '1
,~
",'"
,,",./ i-61
GV
'4"
'-
/-
,j
.. .. - ---..
~.~----.;-^---.~-.-- )~1 -'~-'} -~ ~Cili":-~:=-::-~~~~~~,~\~ ~-}~= ~-x-- ~!g--'~ -~-= \ X-~~ .X--JF==X )F=---==)F ~ _
j ( CCJ- ~' MASONRY wr,LL '., '.. . n _t\_ ... . .. '1" "_ '1_ '1_'" ' _1_ _ _1_'. _1_1_ _1_ .. _,_ - - - .. ..,.. _ _1_'" .. .. ... .. .. _ .. ... .. _ .. _ _1_ - .. -I"'" _1_ _ _ _ _ r _ _._
J! (Y .... _ L'" .. .. .. _ _ _ _ .. .. .. .. .. .. .. _ .. .. .., _ ... _ I" .. _ .. ..,.. I .., _ I" .. ~ _ .. I ..
OCJJi,OC)" It~; --I'~)---------------------- 51220' (P) 512.15' (M) EX,,/jAN EX. 8';:R~:;XRYSEWER '
I ' t x 6' ',/'f)YL C/L ~'ENCE ro REMAIN
P I ~J I- I L 4, S C 0 U N T v
- ----..--
'l""
... -
1.-
-r- - - '" ., ,- ----'-~~ ,tC-
---"; .,-,,-. -- ,-,- '._~---'-",~- -~~... .",':\ ,
t ,'11:\11< I 'I,k ~ ll.U
\,' i ~ ~,
PLANT MATERIAL SCHEDULE
SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY
~ 2" CALIPER
QV Quercus Virginiana LIVE OAK 10' HEIGHT 7
- U Lagerstroemio indica CREPE MYRTLE 2" CAUPER 14
8' HEIGHT
~ WR Washington robusta WASHINGTON PALM 10' CLEAR AND
STRAIGHT TRUNK 5
* SP Sabol palmetto SABAL PALM 10' CLEAR AND 6
STRAIGHT TRUNK
~ Nerium oleander 18"-24" HEIG~T AT
NO "Petit Salmon " DWARF OlEANDER PlANTING. 36' O.C. 61
MAX.
ROOOO~~d 14" 24" HEIGHT AT 176
000000 ID Ixoro duffii TRINIDAD FLAME BUSH PlANTING, 30" O,C,
000000 MAX.
~ 14"-24" HEIGHT AT 25
IV lIex vomitoria YAPON HOLLY PlANTING, 30" O.C,
MAX,
~ GROUND COVER
TA Trachelospermum DWARF JASMINE 1 GAL. MIN, 465
asiaticum 24" O,C. MAX.
~ 14"-24" HEIGjiT AT
HR Hibiscus rosa-senesis HIBISCUS PlANTING. 30 o.e. 128
3 GAL. MIN.
I~:~:~~ 18"-24" HEIGHT AT
LM Uriope muscari EVERGREEN GIANT URIOPE PlANTING. 36" O,C. 247
MAX,
t..... . .. :1 GROUND COVER
~ . . .. . . .- SOD 1 GAL. MIN.
. . . . .. . . 24" O,C, MAX,
. . . . . . ..
. . . . . . I
VARIEGA TED
SPORUM
EM!i~
,v
,
,
,
,
...--i
.........
:'2:
'--"
co
Li!
Li!
n
~
~ Q..
:'2: '--"
'-"'
\
-
weD
Li!
~ uj
F~ ~
C"~
OI
o 1--
O:::J
00
Q:: (j)
l'jUl
k
~
tS
U).~
W
0::::
<(
>
~
~~
0::::
~
c::J
I~
J
i~
I
1Cf)
J
~~
J L'j
jV)
J>-.
I ':J::'
.~
I~
liJi
.
i 'Q.
I :
iCO
L ~ ><
-- --,__-......."I~j
EX SANI
MIf.
I
I
I
I
;r{1
SIGN
(\j
SCALE. 19.20'
20
o
10
40
~
~
11\
11\
U r..
Z ~
-
Z ....c
Z t;:Io
-<( ~-
~ ~8
Q Q~
~ ~~
... .... Cwo-
I.I.I~
. ~~
,,~
..-or(
O~
..0 V
.. Z ~~
J Q 00
E-- 0)\1
.. . .
~U
" ~ "'Z
~ ~-
0 t::
-0.
0- r..,^
'-\ 1'40
Z eZ
~ ..~
~ )(:E
.. .c(e
LIo
. ~Z
... ~~
.. ~~
."^
... MW
Z ......Z
!.Il.I ......
~ ...
--
r..-or(
Z M~
0 e.
0: w
....
>
it
IlJ
.
~
'1
~
~
NES Comm.: 0214
I Drawn By: A,G,G. ,
LCheCked By: K.H.R. I
Issue Date: 07/25/02
Revisions:
No. Date Descri tion
1 08/15/02 DRC COMMENTS
~
o DESIGN/DEVELOPMENT
~PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
z
<C
..J
Q.
W'
~,
~
(J)
W
Il.
<('
o
tJ)
c
z
<C
..J
> W<o
C) ::) Lt)
O Z~
-IZWM
o 0 ~~
I- - '""'\,0
I- <1..-
Z <( ..J Ct:
W > 00
- 0 ...J
OZWu.
(,/J W 0 ..
u.~~ffi
o w :::c;-
J:>~~
OO:J~
~OO<(
:l ~ CJ)w
:.t: <( O...J
00 NO
THIS DRAWING IS AN INSTRUMENT OF SER'Y1CE AND SHALl REMAN THE PROPERlY OF THE
ENGINEER. AND SHAlL NOT BE REPRODUCED, PUBUSHED OR USED IN IVf( WAY WITHOUT
THE CONSENT OF THE ENGINEER. @COPYRIGHT 2002 NOT PUBLISHED
l1.1
AUG 2 2 '2002 '
KENNETH H. ROUSH. P.E. e33366
COPIES Of THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
..---...
"---"'0..
~ '-/ Ij .~
'-/ W ~ (f) '"
L4 L() W
0:::
<r:
>
(""\ r..
Iv ,rl
'I I II) 'Y
\; ;,<, \
[j p, B T
,\~:j' .
~
j T
CHUI~CH
'.
~"
t><
~(Y
~
" ~.
:.; .: flUll EASEMGd
',16:='4- 1717 --"
,D )
'Q'
\ 1 ')' /. ,"
It~LET
lOP EU:: II co .30, B)
i~jV. ELE.; =c24 02 ,V,
: I'JV. E L Eli =c 24, 1 1 E.
i:, I
Ir.-------.--..--\~;"~.--.--------.]- S 8901 5' :3 0" E (P) 596,00' (P)
/;., SILT 8AR;:~ 1(~EE DUAIL) >" '" 1 J~"c,~~:.:"c e"", c= S 8 9 ~1 4' 58" W ( M~' ~ ~,~ 4J Ill, i ()l5, oM 59 5. 9 3 ' ( M ~
-~-~-14..L~M ,,- - ~ - - ~c ;:c[Lr~ 0' /:C~',;;.CJO; - - - - .. '0' - r~L=,:o~~~t}tJ,Z" i~ .!fl;,0f( ~-dJ -10;15~l5: IJ~~~;~:-' ~~/::~O 15~~5"
EX II1LET 6J"'L~ /:, 't.,' tLLI c21 7~/'v,J!'1-' PC p ... _... ~ ~ i '"' 3" 4"~" ----.----------__ ~"'5"
TOP ELElI.= 665 62" t~/ ~LE I'~ n 3.7-1 E. ...... ~... - - - - ... \\/ __~dy It I ET ~--___
. . . . ! - ... ... - -.,. -----1- -- .... 24" ~~ ----
MODIFY PER ~LLJ- -. - r ~ ..,\) v r'b ~ /\ ..... .... ..... F' CP, <0 lOP ELE\!.=30,62
ETAIL ON~~...-...-....~,c:.,.,,-.. :)f'.1S, 'j .") )"X) ~ ~ '1- .................. ~~" IN'!, ELE\!=24.92 W
...- ..... ... 60.."*;"61/5:1 i · ),,'1.... .......... ..... .... ~~V. ELEV.=25,02 E I BOL_ARDS
A"~!o'11" '~11" ,. ~- i () ~1.. 'r.f:!. (TY)
')\ , !::i) () i1M ............ 0/ ~
~1 " 54 r-- -l _ ~2:.': · .. .. .. · · · · · .~~ . ---!Jij~-- EX, Ff-j A ....-L-.
.~_ J'A 4 ( '! J:)' ~ I "" 18" P V.C '\ ~............ TO REMAIN ~
12.'Xll "~ \,(5$ 51,10" Cil~~~f~[ l-"V::L41J4. ,{ ~ ./\ I EX '-.: ~ 24" RCP ..............
02 ~j9 (~" 'fb/15",,- ,,'''- 1):'" '~*':Jj\.~ ~ .--- 0 ISTlNG ~ : /,_n.__, .D. . . ............
r ~r~12" '~'-" 0" t). rh-/ ~,~-, 10/15" i ~ 7" 9" ~-~',~"-==-=-'.~~'-"o,.==---=_r--- T~~~~~~~ ,/)' '\, N - Q^' =t> r"
, 0 ') I . ,- "I ": ......" ' ......v
i "lJ() !' '. ,.'.J ~ .J
9~~. }(i,l ,"1.:, 1 ," ~12,1.'/ I ~ [[1 (,,~> :~ --.or i '~ ' NEW CURB + ~
9- A Jf' " Jf\'" ~ : ,\' 0 () ~ ~ ~
J4 1.',&. ill/~IM - r::;l ii5 Co ~ \' ~.~// ~~i ~- ~bi
~,.?4: ' '/'" f' u '~ EX, CONCRETE. <;( as
99 l;i" '.3" KKJ c: 6/r~'" ~ r' .....__~ c/)) ~ S/DEVvI4LK ~ ~
9.0 I () '. --"C'v'-__~ TO REM <:: <;(
J)< " ' ! ~ G 13 STORY CONDO -.. _~_______..==_=_:__=___-~c ~1,
.jf i I;~ u FLOOR ELE~'~'UM BUILDING T .~
98 ~,~~. L '~;,U; m/'~ 13860 SQ. FT~33.25 ..... ........ .........
1f; ~/ ~':~ 1 ;r' _ . NEW CURB
,,----- WV
)'1
C:)'
')
+
(', OJ
~0'
,-,\
~
\).:0
v?
')
/"
I
~
[X, INLET TO BE RECONSTRUCTED
PER DETAIL ON C6, 1 c)
TOP 9.0 ,\')
EX. INV 3.24 ~
~,-J
J
~,,(),
-'
Q\
(",C)"
1./
()~
.,~ '
v
)Ij
'I..~'
.
~
+
.
.
~
PROVIIOE UTILITY EASEMENT
OVER EX. FIRE HYDRANT
LINE PRIOR TO C.O.
\()
'/,.y,
',-,1-0
C.i
:)'\
'/,.y,
NEW ASPHAL T AND BASE
~
~
1~
..
k)
'I..~
k)
'I..~'
.
..---...
~ Ijk
'-/ '1y.
. v
(TYP.)
EX, INLET TO REI
TOP ELEV,=.30..30
IN\!, ELE\!.=25,70 W.
N INV. ELEV,=25,80 S,
~..... -fop )'0)V
.
.
I
I
1-
(TYP
I
==='
NEW CURB
<i=
ex)
L()
. ro'l..
:q ,~~'
.-
~
N
'It<
')()'
':..
c:)Q
')
=t>
~
~
@\
LI
^r'
.
',./'l
.-..
~
~
I
I (,;."
, ~'
\~
\.'i(i,~783"
\ *" ,
\/9 , 1 "
:~,l
92
"-
'-
""""
,/
'->
.~, .
...., ~ I
... ~.. )'. \ t. ,f\")
/ "'" '> "". ;'<~~:,,). -,~/
<. .'" ~ "....,' \
, t.. fi r ~~!,~fr;,~:,1~<)~ ..
, ~'" ' r-. /, ^"
i )" I y' / / /
\ / ... / ,/' /' /
"\'... , I'," "'1" ',/',/
'I' , /
" .,; <;./
.... ~_.f' ..J-
<i=
t<Oj
^)'0
+
....,........,
51
S \(
S'l), f-"Il
,
7
.... ~.J
t'tj
~
20"
~
, j,
124"
.w...t:t~'
1 2" )If)I(. 125
--- ----~
,... .- "',
,{'
..
".)'
/,88
Dr,:,,, 87
. r.li~ 2 :~lf:-. t,
82 861 ,<
I "\- ~ ,:1 Lr}:. :)', I ~ 1: " 84
II i6 f'ECL:'l.t.'tJ'^,:"el~ /, .
I '81 ,'",
. I" ".i , -) ).< 1- ;
~""''''-~''''''''''-'''''''-''~'. ! 8J J
· - 7'" -- ~.- ~ - -
~'_. .,~)~/-.---, ') 20 .~\-; \r---- -)0; -. -, .,,-.--..
~..-/ e..0) :') _
I ~ ~ I"".
SIL T BARRIER (SEE DETAIL) ~, _ _ (',
I' '"
=t>
La.:lj(16"
I
"'-T~-'--' -..- .',
- - .----.- --'" -' r:t.., _.
I~
4"i
01f1
15"
~ '? ") .
) ,,'
v\ v ,tJ
. ~
-:,.
,fr
1 . II
~
lt1
..
7" ~, r-v--- IIII.~ :::~_~,~.!I!n~-=--:._";""~~'!!. ,~
. ... '.... E,' CI".\ ~~ L I\f--: ;:[~JCr. _/--
~-~.~'
~. !!lL.l!!!JI.
572.20' (P) 572.15'
N ELL A S C 0 U N T Y
S 89034'00" W (P & M)
(M)
EX, SA V
MH,
c:
~
\.f}
EX 8" yj SAN/TAPY srWE,R
~ I l F' ~ r ' (" ~ '
',", r-" \/' i .~. L)
\
'LEX 6' VINYL C/L FENCE TO PEMAIN
/"'~~
" .> .
p
"
,~
~
..
.
.<)
.:\
')..... .
0;;"
1)'
~
~
;}
QOj
',," '
-'
'1-Y:J
),,'
.
.
~
X:J)
-:)~I.-'
~
~
~
tlj
~r5
O;;lx
"),, .
('~
-1-)'1-'
':-
+
.
.
~
..
(\.J
o
o
(\J
"J'
Ui
c\j
"J'
tD
(\J
(J1
::J
~t
o
<l.>
~
01
~
-0
<l.>
...,
~
Vl
...-
"J'
SCALE. 19.20'
~
:'\J
::;)
---
:-u
~
::;)
'\J
---
U!
'-'
u
<l.>
o
~
11
:;n
~
o
5
~
5:
~~
~
c::J
ilq
I
!(,j
V),
c::J
rU
J
I
ti}
.~
~
~
~
<
lq
~
~
g ~~
... ~ 'of
~ -oU
I- "" Z
~ ""-
o -~
~ sl
..c(: ....
~ )(~
;... ~ @
. l>%
~v
.... ~ ~
.. "i~ "^
... "" L\I
Z "" Z
L&t ~..:.i
~ --
....<1(
Z 1'4~
o t:.
~ rd
-
>
Z
I.l4
.
11\
11\
~ ....
z ~
-
z .....
z ~o
<( 0=-
..... I- ~
~ IJ\O
....
Q Q '"'"
zz..
.c( <( ei
.... ...:-
1M..c(
. ~~
;j~
..<(
o~
~v
INES Comm.: 0214 I
t Drawn By: A.G.G. I
Checked By: K.H.R.
Issue Date: 07/25/02
Revisions:
No. Date Descri tion
1 08/15/02 ORe COMMENTS
DDESIGN/DEVELOPMENT
8PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
z
j
11.,
W
~
-
fJ)
CJ)
W
-
;-
-
....J
-
I-
::)
~
(!)
Z
-
~
~
UJ
...
~
Z
-
C
~
C)
> W<o
~ ::J It)
o Z~
, ..JZWM
OO>.r(
1--<(0
Z ~ ~~
W> 00
OOW..J
(l)ZO~
u.~~ffi
o LU :r: r-
J:>I-~
00::;)>
~ 0 O~
:>~(/)<
:c<(~~
00 NO
C3.1
~
o
C-
Cl.
/'
(j)
en
c
'"
~
rtl
C-
O
.--
lX UTI'U ~~,\Slf,1[~,T
I, /--1100+- 1 71 /'
) (
,!, . ,CO 64>; , I' ;!' ,~, "", .,\'C;.:.c~ '= ,',', ="~' J
2 67 ,.,.,". j.(
\ / j" .... n, '$.61 ,}" :~1 u~ if -;-"f:l ;8" 730: "'Jo~" .. ,~ .. .. ,
\_ E \ i r t t 1 WI', ~" ., J, , ' t:, .: / ':, / ' , _ _ 1+ R P -- -- -- -1 '
_ _,; 50, ec ~ /r", ~ Iwp ,'LE., 6 65 61'- No. Ell, i ,?;' 0;'/ E r, ----:;.-.;;.;:.....-~~-~.:- - - - \
,\_ _ _ ~ 23"/ ',:CDIFY PER ........-I~~~-.. -..... t,~ -r -~...,. <4: v '" -~--;--~---:::!()-~-- ==
\ 'J~ '" ~66/ l"~l "'.:l ')~,I r''-' 1 ......... -L~JdJ ,'~ , ""0' t. ,,"''0' ., q 11"'-
,\, \ (if" "\ ~.~ "'-:;- ,;.."....;.c.... .... .... )f ,." l1/~t") r , SHOFF.LEBOARD COURr'm . ~ -":\)':'<'-----~).
\ lliTt'-Tt \.... .... .... ~ 60~, 61 /, :.', '<l · 3'~ I t.__ --0---;-
jjJ' NO--'I.(.. l' " . '1 . " ! " I ' " · ' . C:.
\ ,.'T'. L <"'3 L:; ! 9 ~ q L oJ
~ " 54 . '," I" " '. '. -~: ----- --
r'l 35"
\ .. t '),'\12'107ji' "V 5$ 51 1:;" GREf\SE L ,,<:L~
~ j 112 j" '\1l/15" ;, ' %' fR AP ,,'C' '* l'
10 71. )(~ ~} -: ,'S~r *r~~" / )50 ,,('0 ,"*" 10/15". · }" 9'
14~ 6'0; ~:~'13" ~].l" \/1?1 / ~-: r. [,~} 'i:-\~/ 6
-Jf;' 12" r'lff, ,," \It ""y,' lj
& IJ *' 't OJ
\' MUJl9~2' i~ ~;;;:~\. ~ w~ ~
\ t !' u
\ / ~.- J," y ir (~ :
\,IIJ" ;;"" I ri I, u:
"'91 i~V~lo;.. 2;~) i
90," 12" lor:.. \--
-..------
/7 \ ..1, -----
I,,' \ ( 's" ----.--
o
\
\/~9 ~~, ~,~ 81 ' .e · I rr.::~,~\~;EK[~^1
i~11" ,"023"f!X2'~4 w1f' If.c'6" \ v<-,,~\~ /,~ER}J
\ CM tiS1'.' ,\k ~~ 12 - \ \(/ /
( ~1 2" 84 1 4" '<...,
\ ! '0 124 >> ......., ->:-'
~C) J 81 024" pp~5;!'j.1 j ,'" 1f.~J2f ~,,,,,,,--,,",/,/ .(j~
____,_'.. ~;~~/' ~-;;~~k r-"-~'l--*m_-'_.: ~.. ""_u~.,,,,~_~~"---'-"-'l:" ~'-L__K'_~\:~---~--~-~~~.!Ii - '"
~../ u,' ~;,. , ~' ,,' -- ..."" ". 6' (I; AIN liNK F [NeE /'
" 1 3" 1.'~ / ');'0 )_ ~
k' ~ :- l ~': 1 ~ :='~ P ON u''''' .....J>
I .. ,) / ,,~)
\ 'I,') . ' v r',
v Ii 't".J _ (, ~
. I ,Y /, r~: "
, -~
'. .1(,
"
.. v
";v
" Cc
_ ____ ____..... _L_
\,'
')
C)'
"
~
~~
,~.12"
94
~8)(
*
9.513"
0~
U'
/"
\._J
tl.j
~
20"
Cl
t1.j
::0
..,
~
Cf}
~
';1:j
~
t1:'j1
......
..l> /
I'
+
J
oy
~
4
ru
o
o
ru
tIl
~
(J1
o
Lei
...-<
...-<
N
en
::l
4
U
(lJ
~
en
~
U
(lJ
+J
'"
(/)
/'
~
...-<
N
o
/'
N
o
o
N
/'
(j)
+J
U
Q.J
,--" '
Cf\Lv~\r~Y
f3 /~, R) TIS T
)?
-'5
+
CHUf~CH
b<
")C)'
+
0?
")
.
+
+
00
"j
.
r\ ()~ J~
~'O
'];' ,~0' '1-~'
+ . .
:)\
. '1-0'
()0 ~)
'1-0' '1-0' ~
I) ! .
,v ~)
/\.
\)1 '1-0' ~
::;' ,
J:2~8 +
,
.
, <
, ~
c:::.~ ~ ~~
0' , '--'" '1-0 '
~ ' .
,
"
/\)\)' '
(\'0
,v
",,'...)'
IMET
TOP [LE V= 30 i3 7
INV, ELEV,=24,02 IV.
INV, ELEV=24P E,
+
'0
-')',)
596.00' (P)
.
13 STORY COND
FLOOR EL~~/~/UM BUILDING
13860 .-33.25
SQ. FT.
~
C::J
")'\ ~~
")\)' I
. i~
\x~ I
")\)' 1CJ)
.
I
~\x !c:J
,:p' I
. I
I
~C) I
")\)' I
. I
I
I
0'0 I
0 I
')
. I
.--------
~ .. ONE-s rORY
'~ 517 SQ, n,
~, -"-_._--~-')-----_._---
.... ....-----:'..c.L. ____--
15"
'1-C)
"')",
.
. \
J ~,:) + (~
WV III
J ._~
'I.
"J'"
^ ---~-. JI,
S 89034'00" W
& M)
SAW
CUT
6' VINYL C/L FENCE TO REMAIN
PINELLAS
C 0 U N T Y
~0
"')" '
.
~
"),,'
'\~)
C'i,-C!l'
,,'\
"'),,'
1'0")
~'
"')
.
'0
,(1 );
')V
~0
C:y
")
0"
")" '
.
.
''v''v
-')() .
.
.
+
rv
.
::;b<
"'J" '
.
.
010/1
: "j L 2 ',.::2 ...J \
,'." ~ ._" t
,...~."~___j ,....:..... l
.....';!. 'HH S\J\..,"
::\:~' t r'~'-~' ~'. ~.1
8"_-~-'"
DEMOLITION NOTES
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY' LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND is
NOT LIMITED TO WHAT'S SHOWN,
REMOVE & REPLACE EX. CONCRETE SIDEWALK.
TO BE EXCAVATED FOR NEW PAVING.
REMOVE ASPHALT & BASE.
REPLACE WITH CLEAN FILL MATERIAL.
REMOVE CURB.
LEGEND
[. .... ',". ,', j
,~"" \'~" '" " '..: '
'. ,'~ ': '., ~,' ," ~;, ..,. .
C:ONCRETE
[] EXiSTING ASPHALT TO REMAIN
[] EXISTING LIGHT POLE AND FIXTURE TO
m REMOVE EXiSTING CONCRETE PAD,
8J
m
~
[?]
~
~
REMAIN.
I
ASPHAlT
t~~~~~~~~~
BUILDING
r,,; I
TO BE PAVED
sbu RLL ~TERL
SCALE. 1-.20'
ALL CAVIl'( & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SIHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS,
AND POLIE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN
95% OF MAX DENSITY'.
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHAll OCCUR IN SOLID WASTE
DiSPOSAL FACILITIES APPROVED BY F,D,E,P AND
CllY OF CLEARWATER, .
REMOVE GRASS. PREPARE SUB GRADE
FOR SIDE WALK INSTALLATION.
X REMOVE AND/OR RELOCATE TREE.
40 '
20
o
10
133 TAG NUMBER PER TREE INVENTORY
.. Z ~~
J
g 00
c- CP"t
..c( ~\J
'" ... ~Z
~ ~-
0 -~
~ ....t\,
M'^
"^ b~
z
.( .. -
tij ~ X~
I ~ ~e
. o-:t
~V
... 0)""
..c 1'410-
.""
... ",1l.I
Z ""Z
Llj <of"
~ .....
--
Z ....~
M~
0 1::.
~ IIlI
"'.
>
Z
1.:.1
.
W\
W\
U ....
Z '"
M
-
% ..~
Z ~Q
<( ~-
.... 10- ~
At ",,0
Q Q~
Z Z ..
<( <( fS
... ......
""'..(
. ~~
d~
..<(
O~
.oV
NES Comm.: 0214
I Drawn By: A.G.G. I
1 Checked By: K.H,R, I
Issue Date: 07/25/02
Revisions:
No. Date Descri tion
, 08/15/02 DRe COMMENTS
o DESIGN/DEVELOPMENT
~PERMlrrING & BIDDING
o CONSTRUCTION DOCUMENTS
~
l:iIlIlIM
en
Z
o
~
F
ll!l1llI!d
~
o
~
LU
C
>- WCD
C) :) It')
o Z~
...J Z We-")
o Q ~~
1-<(-
W<..J~
- 0 00
o ..J
U)ZOu...
LLW(l)~
o ~ OW
W:x:~
O:t: f5 ~ ~
~ 0 O~
:) ~ CI) <(
:.t: <( 0 ~
00 NO
C2.1