FLD2002-10037 (2)
~__n_
!
FLD2002-1 003 7
NEIL KEIFER
HAMPTON ROAD
DEVELOPMENT &
JAMES BURNS
7 HAMPTON ROAD
e~A ~~la ~~~ _&~a~3 a~j~ai~3 >3 ~i~~
~iv i~~~ ~~~ I~!~i~ ~fi!J ~~ ~i ~ IV
;=' =!~~ i~!i ~!il~=~ ~~I!~ I~ ~: ~~~~
;~i ilH~ e9 r~s ii ~a.i i ~I ~ai
~l) ,.~~. .~ -~~,.. ~~=.. . ~~ ~~l
!l! ai~i i~i i~~i!~ i5<~ii~ I: i~V
~>~ ~a~o J~A 2~~~~~ A~ii~i~ ~I ;~-
iSI! ~:!~ ;1- ~ii,ii i~;ii-i;l .ii
~~ ~~!X ~>~ x~~-o i~f~ilo!~ I,
~; ii~~ 5:; ~lil! qi~~~! si :;~
AK! l!~q~ e6 ~~l ~ A aq~U~~. ~a~
_iI x~~: :~ ~~!~~ !~xiiai ~ ~;a
~.3 ~~'o 0 ~.ICl! ni 10- J - ~O"
~~J d- xl :);1 jpa~~ A ~~il
i~' la~! ! I~ Ji ~~!Jti~ a ~~~
:i~ ~i~i x a~ it ai:;a~ A I:~
~ < J~ X ~ ~
in ;! ; ~~ !rm ;
i~
;i ~ "i ;8 i8~5~
H 5~~l!
At i ; . -~~
~~. . <;1-
. ~ A ~i ;~i
~i. l ~i i
,,-
ii I i ~:
AA -
~I ..~.~~~
! ~~~~~
~ l!
, II I m~
... . ~ <; q@.q~ :
I . I I
CD 'x ' ,
000 ,
>c: I I ~ ~ 0 ! ! ! i ~ !ill!;
0..:0
, ...
~(Il~ ~ 2 n ~
~ ~ A II !
(.)C" ~~ a I~ ~ q I
p\)zo
I != I i
~-o Ii ~
...,~iS
-....a .e l !
o ~ 5
III
I\)
HOOTERS CORPORATE HEADQUARTERS
OFFICE COMPLEX
CLEARWATER. FLORIDA ....
SITE PLAN
BRANDON REAL TV VENTURE, INC.
/';"\1~7Jri1 ,;:;:.::;-..:..."'::""::"':=':=:'.
~ vL0 ==~....~
EM<<1IIlFFMMl olIIIIC: """"1) ,.........'..(71"......-,
---
0.._,______
...
D(5t1lP1II;tII IT
o toNS Tl!UCfOiI D IIItttlllO owe
\';111
r-"
f~
r----
!-
~ ~i
) ~!
i 'e
!~
t
~i
c'
!;
;
.,
j;
~';'il
~.J,
I - I~
_'"1.1.1=..:.:_____................_...._ ..
~ ; : d
"I .--~ ;~
.' J~
-----------
. :
~
, ~
I
d
I :.
"
I .3!
1
, ,
: r;;';
: i~
t___~!___
.;..;;.Io.....~......."_.__ -....--..-1
~_;:_J~
i d
I ~~
. ,
L__~~___
':_<_=--",,~~~..'-=...=-..._m_____ "1
: ~~
: ~~
: I~
tEl
rj:8
~J~ 1
~~lJ
~::~l if ---~J~:j;-----"
~ fHj II I ~
&')1:1 ~ : ,~
i4} I~ : ~~
~tJ.....- I'" : !..
::IIl""'-;:J 'I ~m"m
o H8 ~I ;::;,-~--~-------
~li~H I- ;---11 ru-- -
C iO'1 !) , t
I ~ · i r, )::J!-l
1 ~~\ -- , -.. r:::~! ' I
-f'~H :':~~-:::::=:~=~:==:==:\:: i ~ ~_~__h~:':':"::':':""'_'..J '
~I ~~'I : ::U \1111: f 1un., I
Ii (11.1 i 1111 ,1.1 . r' i-I ~~.: r---- _~ _
VI ~r:j : ru: I/,I~.. j ~ 1 t~i_l~~j : ~1 )
I rhl ! \~\ll : i I i I ~ 5 ,.
I ~~~ I ~~~~ ..Q _---,~ ~ IJ~: i:_j______i_!___
~ t11;J II' ~:I-: I, !~I . 10
~, ~:.; I ".1 Iq~ ',.," --, )'
t. fI('I' Ill) J>pl1' II" I l-...nn
~I t,,', I Ill~ ;II...., ~ 1'::1,'.
- I ~ I ~~a, 1\ 1 1 . I
~(~: ~\I" <11 .._J} ',I\,\! / /
llL'J I I 1 6; ,.
... sn ' , I J j / I
I !l~~ I II, l,~ ! r / /, to- I 11 I /
~1~ I '~; r /: /: -'1 "~I'"'/( "
~I ~~ I "~'.' / : II } I "
jl".~ I' ~ r {j - (
~~ (1~{~::;:~:~~))
~~~ ~ ...- --.,;: ~.:..:_, 1 ~ I~ I
.J ____-'___-+-. _. _- '!3 a " !
'n;' r -, r - - -, - .l ~ "" I I
f,\,J' 'J !~!"_n-,':: " ,
" -' I' L _II I III II I
\.1 ,... - .a.. ., ,. J !: L II
~l:"\il I Cr--.. --~~::~ID
~lh I ! .---..., _,_.. ~ II t ~
:: W I ,'_' "'t, n --.., Hu----...!" ~::~' :
a q' I I.: I: I : l~:: I I
.. \11 · L...-.-.-.....C.......---..... II II
Hi I. : : I ..--~, - : ""9; I
: 1 : I:::: ~ I
I , , I"" A'
J:\OWG\7320P1\732001FSP.dwg, ~ 1/18/2002 3:~2:~~ :1 ';,mrell
f ! : I ~: :
. ; 1 III N I
r."- ..-t., -1: :
-1
,....~.......C(IIIID-.;~
----...--
---.---
..'"
0.......
'el~ i , ~,.. I
Hn h i ~\! i 1
"ii' r ~ U
ia~! : ~ 'I
ani I i
.~d ~ ..
i~;~ I i
n'.
~x ,~~
~Ul; ·
~I"
i
t ~
I :II
! S
:II
~
F
l>
o
..~
no
, ,Iii
I ,~
, i
.
;l': ua luunnUJ"
. o.Hnheol'.O.'." ~
i R!~U"i\\'nntl
~!~n~.li~mfp,i ~n
l'~i. ~ia }1 I
ij~rl' ~Im !~ii~ I
!." i dl -i l 1
i\ l~d ~ .
,...............__.....~"14""1t..
~FIFl'mmml'~l'::;
5 'Ii i!i!",',-,~~~,H' .
.'; .:":."", "
l J ',,\'~~" ~ "
l! '5""
l ' , ,
... ~ 0 .
I
(l) '",
000
>c:
0,...:0 ! !
I ,.... e
~lll= l l
(,)c"
lI)zo a
. ~~ ~
~-!2 ~
~~o ~
...... 12 1\ ~
o ~ i
T,(t /
Y f~fY I
I I;Y(
1~1~ ~
f) pt/:J:
I '"-I) ~I \
/ 1~"J~i ~\ ~~~,
/ i"'" 'V~~.
~ n
/ '.';' -4, .'
I." lJ
'~~ i 0\
'~~J Z
D I'~
/.~J
.I I~~
I 1"~
~[-1il
1':'lri
~'::~
~~
I~'~
'::1:\
\}~
"'"
t 1(.:111
".; I~'.'U
~ ~'~
i I*~:
i ~i
~ ~~~
~ f,[1R
~. t.~~
~f,
!!~
',,,
('\1
\~i
l."'~
r;~
\.."
~
I
,
I
I
1
I
,.-~,
t~.j
I-Ill
~_f.'
l'~
~:~l
~;i
'\..1#1
:,~~,'
"A
'i.JtI
J~~
:~;;""~
.')1
"oJ.
~.~:
HOOTERS CORPORATE HEAOQUARTERS
OFFICE COMPLEX
ClEARWATER, FLORIDA
LANDSCAPE PLAN
....
-
II
II
\
I
\
~~
tt
;!
l::~.
!~
,
:.
"
'e
-1
...I~I: '8'
-""I >
, ' . ,
t '
a' t ,- ~
."
a! · L___
'--i'~-- --
-;. ii.: ~
1 I: 0"1
-- i '
.,
!;
1
,~
~~
.;.!
1
, -
.,
:.
"
._c~..;,~-~ -'- '"1
"
~I
~:
1
.,
:.
~..
-e
-1
"'~~;Cj(~' ~,-'
;.
i~
--1
r--- ---
, -
-,
"
i;; 1
..._...1 _~
ir., .....~~~..~.~-- -- .. ,
L"'~,',+_' I, ,~ ::, \
" ,--, ~~
I ~'f'\ ' ,~_:.::_:.=-=-=.=====d',~~\ ' ,'I J' ,
\-,rll1 :::r------ \\\', -.~-~.--.~..~ - '" '\
\ r,l~'~i'~ "_I. ,'U: \\\: ' -- - I "
__ H If" I'" J r-"
W, ~\'1 1 "" r""! ~~',.
"\ ~'I 'l\~~ :~::iJ:. : )"l~'
& ~~; \ ~',\', ~o .---'::: ~ \ .' i: 'I ,)
~, \\'i11 i,,~', i~; ::!:: , - ~~!!
i '" - \'.\, ~aS'.... :l:': t-.."" ' '
:;II '1" I ,'" "~i, I~" \ ' r '
(,1:; \\\', U ,-' !;\\! -, / I:
~ ~C] \ ',\~:\" ,': i l ~---.;l :' /' It
~,:,\,i, i "\.,'::, ! i :' i\ ' : ~~ /11 fiG ,! ,/
"r.. I '", ',r ' "
lt~~: - '.'.l,i : : i ! \ ~ I '
;,~ L '''''C:':~'~~:: J ~ [ ,~
~~\ I__-;:-::::-!~~-=--' I ~_ ..::!: \ II I n~
1.1 ~~:I J' L J I I I. :: I~' I jh
'n',-.'.,-_r- e__ r 1i' I,," \,1
\ l ~ L - -..., [I I II I o' at
~;,):i: T-- I "II '"
II t:l; ~ ._ _ __ I [-, -, -.. , I :.: ::i + i~ ,t~i
:~ ','\1 . I: r. ::~h.-----, '1 ~ ',: ~.o '~.!
',,1'1;,: . I, ' " I" \ II!
t.......-..'......,.~____-:.-""---.A I "I ....1 I~" i.,"
'1 '"," , ! ,.._--, ' ""0: ,If ~I
" 111' . i' ':: :~1"~ ~ ,IIi
J:\OWG\7320h1\732001FSP,dWQ. 'n1/18f2002 3:hb117;~l'! ~~i<<ell
r I "" i! .,-j,,\
, ~ I I "I "' .E..k~e
1 I I::~~~~
I r.'- -t --il~ I I
BRANDON REAL TV VENTURE, INC.
~~7@ ,;::.::-;;:.::-;-:...::=..:-::;::..
~ D I"~-""-
.......~.,...~
ItttlilNfffNW. l1IIC. _(n'J') ~~~~,......-u
000t~_.1""''''''''''''''
" ~
DUoW'lIOII ....
o ctHSfttUCfI(I<II 0 RtCORO ow;
__....._.._~lIIIl
.......-~~-
-----.--'-
:-:i
,
.."
D'IN~
IWJ[D r......-:...l ~
gl6(;
:85od $OIW
OOlO/O~l/OOOOO/9l/6(;/Ll
:Nld
(;9'~ : lo~ol
VV'O :g 18::>JOd
(;9'(; :v 18::>JOd
: (s8J::>vl
8Z!S Ap8doJd
pOO~ uo~dwOH L
:8~!S
L~OO l-(;OO(;Ol~
:8$0:)
sumg
S8WOr puo 'dJo:) ~u8wdoI8^8a
poo~ uo~dwOH 'J8J!8)l1!8N
:J8UMO
J'VW NOI1'V:>Ol
W300~ --.---
--~~~-
l-- -1
t-
I
AW-Q1a;ilno
I
r--.~
lJ I I
I I 11 I I
I I If-+-J
I I II II II
I I I,
t_-I__-1L_L--L
,P r-T-r-".._n- }
/ I //
~
j=-_- 1-_ l~af~.ld I ~D
I /--L---o n ,---r
I I J----! ~ I Ii.-'cf I
~ ,__-1'_~1-___,________J [ ~~___.__)j I I D
~-J~-= .J r- /
~
M3..a
,
~
\H6l
:86od SOllY
o
OlO/OEl/00000/9l/6l/Ll
:Nld
: (S8J:>V) 8I!S
^p8doJd
pOO~ uo~dwOH L
:8~!S
yy'O :g 18::>JOd
19"1 :V 18::>JOd
LEOO l-lOOlOl:1
:850:)
SUJng S8WOr PUO
'dJO:) ~u8WdOI8^80 pOO~ uo~dwOH 'Jel!8~ lieN
:J8UMO
JV'W ~NINOZ
I
4 r ,~
! '. ",
I '.'
1--
I : :
\ ;:~ ~ ~J f~~7
,~ ...
I
I
I
I
I
L____.___
tlH-N0~NHOMi
I
1I0B I
I
_1
----
----
I
Ii -.l-----l-U,
1
.,"', -..... i ---"---r-
) I I I
II I I
II I I
II I I
II I I
II I t
1'1 I I
I I I
I I I
II I I
I rClH*---l
II I I
II I I
II I \
II I I
II I
II I
II I I
II I I
II I I
___J l.___L___-'-_
--
--
:)
I
I
I
I .
\.-----_.1.__-.
...........
r-"1
; I
1ia L.:
. ,
.:! 1_.1
U
, .
_! ' ,
u
'-, ;-1
l': , ,
-------3;lS'-<1tfv-M33=J-------,.---.::J(
( 'I J' n
I I '-- -
I I I I / ~ 0
I I I I / rtf ot
I I I I dHW .4'6 <f
I I I I I r.-.. ~
I I I I I ,:.., i:/)
i i ! : / P-'----,---j
I I ! I I I
I I ! \ / /
. . I .....J I
- ,---~.':.
"-
,/'/ '.............- ........, <"
~r ,...~ r:. -_~
/ '\ \ '\_, i"---'.. , .....
~;i~'gi~\=
L-i.'" .' ;"..,-
~ '/....', "
1,-'," ",:,~ ., .j' '\ J
\ /- ~.., '~r;-I'-
\ "::~-, :~":"'- .:. )t
~
,
:: {'''''
" ,
"
1-'-1
, ,
, ,
'...wl
.
r----------
I
9l6(;
:e60d SOWv'
OOlO/O~L/OOOOO/9L/6(;/Ll
--ot:t~-
I
I
I
/
I
___-1
I
I
I
I
I
I
I
I
I
I
----J
I
I
I
I
I
I
I
I
I
I
I
.____.1__
:Nld
(;9'~ : IO~Ol
VV'O :ca le:::>JOd
(;90(; :v le:::>JOd
: (seJ:::>vl
e2!S ApedoJd
pOO~ uo~dwOH L
:e~!s
L~OO L -(;OOlOl:l
:eso:)
SUJn9
sewor puo 'dJO:) ~uewdOle^eo
poo~ uo~dwOH 'JeJ!e)ll!eN
:JeUMO
S3sn ~N/aNnOHHnS ~NI1SIX3
I \..': "---', .,~, ....../'....- \, -- .;: .. '. /..'. ,.~.~:-..
I ('" ' -- ", ..". ,...., \ \ ,
I .... ... \'.\. {.~,~ . '" ~ . .
I'':' \. ", '" .... ~::.:'.'., \. \., \ . /> C:..... ..:
I, : j",.' r...=-.:~": c' /~~.(' l..',.~'. '.....
I J ~--'.' ./ .. <,r.......~
I :_- I " -, ("',;' ; Ft' (,/ . . .....~.~ J
IC=_-~;'(/ ..,.. ,/ '.
i,_j L~ , f / r -, t.....'.'.. '1-' ", . \
r---.... I 'I ,-." " .' -,' /- ,.~
I . "'" _-------L '..' - '.. I '-.~~', ~.1 '.' / -........- -j
~~>,.:)<~ <~..... <::~~:,-c~-;:> 1
'-----' ,---------- ._, L ! I
I
I
I
~
g
l:Il
S
....
o.
:::
UBlaH
< ~
0
~ ii 0
f') 0 a:
~ ~
:::
.... il;
x
-
~
.,-----l------r~~----r---------r_----....\
I i I ){.1Bfawoq / I
~ i ~ /'I!qow/ l
i i / 1/.... J
I 1 I / I -......"""'........----
I I \..... I
I I ~
I I / .I
O^,'B .... W'QoQJ. '::nno
OJ\ "'E ^ w-o~ ..:'YlO
I
I
I
I
I
"---
lUBaB A
/--------------"
1--1 'y....
I I
I i
I, ).-'1 \
. ' \
...,
.
(
,
J
I""""
111~~~LoF '"';;.
,'.t..\. \)...,."...~c;7~"..
,:""." I ~~~..'7';.
....~l ,,\ I, ~ ~..
.. :....I-~ j" ';. ~
...c:-:>>. -'-= ~'5I:1il
..-=:;.;, ~ ~..
..To:. --- ~..
':.~-..".~"-~' ,'~~'
....:rIPX;;-:..;i..~~~"
............,"'1 TE~, ",~
I".",
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING. 100 SOUTH MYR11.E AVENUE, C1I'-^RWATER. FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
December 20, 2002
Mr. Jayson Kmiec
Avid Engineering, Inc.
2300 Curlew Road
Palm Harbor, FL 34683
RE: Development Order regarding case FLD2002-10037 at 107 Hampton Road
Dear Mr. Kmiec:
This letter constitutes a Development Order pursuant to Section 4-206 D.6 of the Community
Development Code. On December 17, 2002, the Community Development Board (CDB)
reviewed your application of the following:
Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20
feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to
10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to
15 feet (to pavement), under the provisions of Section 2-1004.
Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility
within the Office District with landscaping on the internal side of a wall and with lighting that
automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.G) and
a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill
Redevelopment Project under the provisions of Section 2-1004.B.
The application includes a 30,000 square foot office building, 30 feet in height, to be used as the
Hooter's restaurant headquarters. The Community Development Board APPROVED the
application with the following bases and conditions:
Basis for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-1004.B. (Parcel B).
2. The proposal complies with the Flexible Development criteria as an Office per Section 2-
1004.F. (Parcel A).
3. The proposal is in compliance with other standards in the Code including the general
applicability criteria per Section 3-913.
4. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
BHIAN J, AUNGST, MAYOH-COMMISSIONEH
\VlllTNEY GIlA", VICE MAYOH,COMMISSIONEH lion HAMll:rON, COMMISSIONEIl
FIlANK III1lIlAlm, COMMISSIONEH * Bll.LJONSON, COMMISSIONEH
"EQt 'AI. EMPLOYMENT ANn AFFIRMATIVE AcnON EMPUWER"
,
\
t'
)
December 20, 2002
Kmiec - Page Two
Conditions:
1. That the annexation and Land Use Plan amendments be finalized prior to Certificate of
Occupancy;
2. That a site plan be submitted to and approved by Staff, prior to the issuance of any permits;
which shows all required sight triangles, an improved connection to the existing Hooter's
Restaurant parking lot, a loading space and a note stating that all unused drive aprons will be
removed;
3. That the final design of the buildings be consistent with the conceptual elevations submitted
or as modified by the CDB;
4. That all signage meet the requirements of Code and be designed according to a common
theme including similar style, color, material and other characteristics to provide a sense of
uniformity;
5. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved
by Staff, prior to the issuance of any permits;
6. That all required tree permits be approved by Staff, prior to the issuance of any permits;
7. That all required Parks and Recreation Department fees be paid prior to the issuance of any
building permits; and
8. That a lighting plan be submitted to and approved by Staff, prior to the issuance of any
permits.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (December 17, 2003) and 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. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any impact fees that may be required. In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approval.
In addition, please be aware that under the provisions of Section 4-502.B. an appeal of a Level
Two approval (Flexible Development) may be initiated by the applicant or any person granted
party status with regards to the property (which is the subject of the approval) within 14 days of
the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of
the decision pending the final determination of the case. The appeal period for your case expires
on December 31, 2002.
, ,
J
December 20, 2002
Kmiec - Page Three
If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558.
Zoning information is available through the City's website at www.clearwater-f1.com via the
"Clearwater Parcel and Zoning" link and "Community Development Code" link (via the
Planning Department site).
v /1 trul; yours,
~.~.
Cynthia H. Tarapani, AICP
Planning Director
CC: Neil Keifer, property owner
S:\Planning Deparrmen^C D 8\Fldlinactive or Finished App/icatioTtNlampton 07 Hooters Office - ApprovecNlampton 07 DEVELOPMENT
ORDER,doc
..
~
,~,
~.., ie.,
I.:;..... ...~-:'~.
1_-
~~~-~
.
AERIAL MAP
Owner:
Neil Keifer, Hampton Road
Development Corp. and James
Bums
FlD2002-1oo37
Case:
Site:
Property Size
(Acres):
Parcel A: 2.62
Parcel B: 0.44
Total: 3.62
7 Hampton Road
PIN:
17/29/16/00000/130/0100
Atlas Pa e:
291B
~
~
0 <:)
~m
~~ ~m
~~ ~(p
.m s~
\\'
-;=r .-m
~m -;=r
~ ~m
~
~
- ~
2 -
2
~ UI c.. C 'll UI
:r 0
! ~ a ~ n
>Ii 0
.. if
)> ~ ~
c.o 0 ITI Z
N ;I\; lI:: ~
..... I ;I\; ~ y,
UI
UI DI c..
:r
.. 5
~
..
~ NEW ~ BSADQUAlil:lElllUl.
~ .-MANAGEMENT
.'~ ~~~
- -,....~,:1 ,.....- ~
!>> Jlit'\
2
@ 2002 OUVERI ARCHITECTS.
All. INmlUlATION CONTAINED
IN TIllS DRAWING IS THE
SOLE PROPERTY Of
OUVF.RI ARCHITECTS.
All. RIGHTS RESERVED.
.q~~RI ~C~ECTS.
JtU ZL
;0
~
UI
5
z
UI
AA.OOO292 I
l\1emher of Ihe AmerK"iln [Ilslllute of ^rchllects
327071.;S IIwy_ 19 . Palm l!.Irll"r F1.. ~
Phone 727 781 7525. Fa, 727 , 781 . 6623 .E~n;lIlnl"'n ~l..n.\
!!l
0 0
~~ !~
~i! 0 ....
bJ
11 I - .=L
. ~ ....
7m .. 7m
~r- ~ ~r-
m m
~ ~
~ ~
-
2 -
2
:.::' ::: ':~ -,:" ,. '.':
, '.
, ,
. "
, . ,
. "
".',..-:-;;.,'
~.,
r'.... ....~.
, "
, .~, ,-. !' .,.;~
o~
11~
~ =
(J)
r
1>
OJ
-tbJ
O{'li
11 ,-
~~
-:
f
;Jl
-t
o~
11~
~
(J)
r
1>
OJ
-tbJ
O{'li
11 ,-
~~
11
1>
f
;Jl
-t
oe
11'
~:
~
~:..
....~.~
2 1JI C- o 'tJ 1JI l? NBW ~ IIBADQIUAR:I1l: Ra OLIVERI ARCHITECTS ::u
:r 0 a ~ n ..~ ~
II !r D ..
~ :Ii II !f !! @ 2002 0UVF.R1 ARCHITECTS.
~ ~ .i, = . . . . .. . . . . 1JI
)> Z AlL INrDRIlATlON CONTAINED \' J: D: JlD: JL 6
t.I 0 ~ ~ - IN TIllS DRAWING IS TIlE Z
,.., i: ~ 1JI
~ I ;0; CI fIl SOLE PROPERTY or
(JI ;" ^^,OOO292 I
CD - OUVF.RI ARCHITECTS. MC'mDer of tne All1cHcalllnstlluteof Arcllllttb
1JI c.. ~
:r :; All. RIGHTS RESERVED,
II 0 32707 [;S 11""l. I 9 P. I m !lorla. Fl 34684
II Phone 727 781 ,7525, fax 727 , 781 .6623 .E-m;,lll oh,efl !tle.nel ~
10 ,..,
0 0
~~ ~~
~r ~r
~m ~m
~r ~r
=m =m
~ ~
-I -I
- -
2 2
01 1>
,1
o~
-o~
~ =
<P
r
l>
01
-tIS'
o -
-o~
~ =
<P
nI
E
~
r
~ lJl C- o 'll lJl ~ NBW' ~ IIBADQtL\RIEItS ~ OLNERI ARCHITECTS ::u
-:r 0 a ~ n 1!-MANAGEMm<< ~
co !r 0
l!. 1Ii [ ~ ~ @ 2002 OUVERI ARCHITECTS, lJl
i! CORPORATION . . . . I I . . . .
(,0)> Z ALL INFORUATlON CONTAINED V x :0: JlD: llL 6
0 ~ ;-. IN TillS DRAWING IS TIlE Z
N iI:: ~ . ~'m.:ll'._ lJl
lJlVl I '" '" !II ,~.,. ~.._-~- SOLE PROPERTY OF AA.OOO292 1
UI :0 ~ OUVERI ARCHITECTS.
CD c- !l" ~.e.-T- Member fir the AmerIcan Instllule of Archlt~ts
-:r I:) ALL RIGHTS RESERVED. 32707 US 111'0'\'. 19 Palm llarbor, FL 34684
CO 0
CO Phone 727 781 7525' ra, 727 , 781 ,6623 'E'lTla,1 01",,-, Itle."'" ~
Ii N
--~-~rr:-2T'---- ~ll 'In
-'---:::-~~,__~-___, j;'jntvN~I)-~
______-:: --:ZJ:7T-- JLVr] GO)
---____ ~?~!r-UVrl :)~<1
---___ -- - :idAl J$V~
C.("'~ I :--~ C~? ?j-- /1 JSV:)
(J :11\0.) :ttrrlTr;.rl11S-
( -lf~~~1-~~~,i
,; : 1 'J "]
dJ ::~
___,,----:_..._~__~~,~J2~.....:~_..:......_.........:__~__.....:.._.....~.~_,
lLcg~~b~ u~<<J~ ~b~~
,,'1>
"\-
'"
o
"
,.
c:
<;
'-'-
M~(iill' /~;/e
Tbj'rna'3 Rd
h),1 A.~
INDlf8 Rd
~6'1'i': 8!.;fd-:~a'j~ Li,
(t':j!Y!bre~. Ln
5)1l"
D:?:~/9.
Di~Vr$ St
D~e,M S1
u
u-:
'"
~
'"
()
,."
fj
.:.....1
.,.,
If)
8eWil,;ua Sh-d
f.!'1 i..~
;<;
\:1
~\E"{'; ':;,~~'~!"1
"
~ ':j
-,; [
# ;;
'<! :3:
4:;(fL~e: ls.!Bs. ~
Shl,;t;'rJl::9
(ef
~
"J
1:::
"
~
::r'3'-$~r,jni S't
\9
.~
:; 5 . tjfid{;.~- Or
,.....?.~", ;<
__0 ;p'
~J' 2:
'" PHC).J;::Gr
-~ .a:
~ ~ LOG:\rlc)~1
u
cc
Ln
g
0..
-'~ :1
- If'
.,~_l;-.
'--"-, <(
!!
~ ~
::J
J!.ll'lns' Pk~I./'t'
'.
'-
, /9:"1:~ (ria:'r Sf
Dd:l,dgS.l
u
,-
55
i>>
:s
,1..::'
;~
~:v.,
d3
:::,
St
" 5
< -c
,"
;
!! ~
?'~ c
'" ,~
'"
Cl ,~
<Jo
:63 G~lUa.Ba.{g~,d
St
61i~
8:~y. 8lvd.
;s
.. C I ~M"'N~tH.
Gulf Tl)
64
"B.;r.,.'."B.,1....
A
-1-
c31:
z
oS
r::
~,
~
>-
~?
,i1"
J
~
co
:~
,;)
~>u~Q Pd. E
s:
(5 ~
u-,
'"
'.
~~
1il Dio 1 1'1 C Z
'"
0~
..c19~
<2' -'>c, '4~ r-"
COi'/a
~ ~'rt
~ ~ ~~'~~
~ ,~.~.
lr~ ~j')
1-- "
'~~V'r"'V",~ ~,~.,~
-------'-
2rd 3t
)'1 Sf
4th Sf
<)-,
:J.. "30,:,tll~ ::;'\1:1
19
S't,St &\h St
71h $1
P~i(r';i.i Or
S!!i S1
lie
8i~tf ~rHj S'r
SECTION 1l,
29 SOU TH, r~ANGE 16 EAS r
/~~!,_'~ I ~ '.. ~
',' ..; \ ~ ~ /
lL~@b~lL ~~~~~~~U~cg~
DESCRIP110N: PARCEL 13/03
ll--!E NORll--! 300,00 FUT OF THE SOUll--! 1020,00 FEET OF THE WEST 130.00 FUT OF 11-jE SOUTHWEST 1/4 OF ll--!E i~ORn-IEAST 1/4 OF
SECTION 17, TOWNSHIP 29 SOUTH, RANGE ~ 6 EAST, LESS AND EXCEPT ll--!E 'NEST 20.00 FTET THEREOF CONVEYED TO PINEUAS COUNTY,
FLORIDA, FOR PUBLIC RIGHT-OF-WAY, AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ROAD (COUNTY ROAD 144) AS IT PRESENTLY
EXISTS.
DESCRIP110N: PARCEL 13/041
ll--!E NORll--! 530.00 FTET OF THE FOLLOWING DESCRIBED PARCEL, LESS A 10.00 FOOT STRIP RUNNING NORTH AND SOUll-j ON THE WESTERN
BOUNDARY OF THE SUBJECT PROPERTY, BEGINNING AT A POINT 15.00 FE.ET NORTH OF 11-jE SOUll--!ERN BOUNDARY OF ll--!E CON11GUOUS
PARCEL: THE EAST 100.00 FEET OF THE I"IEST 230.00 FEET, LESS mE NORTH 200.00 FEET AND LESS mE WEST 10.00 FEET OF mE SOUTH
65.00 FUT OF ll-IE NORTH 265,00 FTET mEREOF; ALSO 11-jE SOUTH 15.00 FEET OF THE NORTH 100.00 FUT OF mF ":'lUTH 1120.00 FUT OF
mE WEST 130,00 FEET, ALL IN THE SOUTHI"IEST 1/4 OF ll-jE NORTHEAST 1/4 OF SECTION 17, TOIfMSHIP 29 SOUTH. ~,ANGE 16 EAST,
PINELLAS COUNTY, FLORIDA. LESS HAMPTON ROAD RIGHT-OF-WAY.
ALSO DESCRIBED AS FOLLOWS: BEGIN FROM THE CENTER OF SECTION 17, TOI'v'NSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
AND RUN n-lENCE ALONG THE NORll-j-SOUTH CENTERLINE OF mE SAID SECTION, ALSO THE RIGHT -OF - WAY CENTERLINE OF HAMPTON ROAD,
NORTH 00'20'13" WEST, 1020.00 FTET; mENCE NORTH 69'46'01" EAST, 25.00 FEET TO A POINT ALONG THE EASTERLY RIGHT -OF - WAY LINE
OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; mENCE RUN ALONG SAID RIGHT -OF - WA Y liNE, NORTH 00'20', j' WEST, 15,00 FTET;
mENCE NORTH 69'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 13,16 FEET; THENCE SOUTH 69'57'26.9" EAST, 10,00 FEET;
THENCE NORTH 00'20'13" I"IEST, 85.00 FEET; mENCE SOUTH 89'57'26.9" EAST, 90.00 FTET; THENCE SOUTH 00'20'13" EAST, 530.01 FEET;
mENCE NORTH 89'57'26,9" WEST, 100,00 FEET; 11--!ENCE NORTH 00'20'13" WEST, 416.85 FEET; THENCE SOUTH 89'46'01' '''lEST, 105.00 FEET
TO THE POINT OF BEGINNING. LESS PARCEL "B", BEING mE WEST 10,00 FUT OF ll--!E SOUTH 131.65 FEET OF THE I',:.!)VE DESCRIBED TRACT.
DESCRIPTION: PARCEL 13/05
THE NORTH 200.00 FEET OF n-jE SOUTH 720.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1/4 OF mE NORTHEAST 1/4 OF
SEC110N 17, TOIfMSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT 11-jE WEST 20.00 FTET THEREOF.
DESCRIP110N: PARCEL "A"
BEGIN FROM THE CENTER OF SECTION 17, TOIfMSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND Rur'l THENCE ALONG 11--IE
NORTH-SOUTH CENTERliNE OF SAID SEC110N, ALSO ll-IE RIGHT -OF - WAY CENTERLINE OF HAIv1PTON ROAD, NORm 00'20'13" WEST, 720,00 FUT;
THENCE NORTH 69'46'01" EAST, 25,00 FEET, TO A POINT ALONG THE EASTERL Y RIGHT-OF -WA Y LINE OF SAID HAMPTOI~ ROAD FOR A POINT
OF BEGINNiNG; ll1ENCE RUN NORm 89'46'01" EAST, 105.00 FTET; mENCE NORTH 00'20'13' WEST, 15.00 FEET; ll-IEN~'- SOUTH 89'46'01"
WEST, 105.00 FEET, TO SAID EASTERLY RIGHT -OF - WA Y LINE OF HAMPTON ROAD; ll--IENCE ALONG SAID RIGHT -OF -WA: LI~,t, SOUTH 00'20'13"
EAST, 15,00 FTET TO mE POINT OF BEGINNING, LESS THE WEST 5,00 FTET DEEDED TO THE CITY OF CLEARWATER $'';;: i~.~~,:PTON ROAD
RIr:HT-OF-WAY IN O,R. BOOK 9052, PAGES 1189 AND 1190.
DE: '::eIPTION: PARCEL "B"
BEGIN FROM ll--IE CEN1ER OF SEC110N 17, 10lfMSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN 11-lENCE ALONG ll1E
NORm-soum CENTERLINE OF SAID SECTION, ALSO ll--IE RIGHT -OF - WA Y CENTERLINE OF HAMPTON ROAD, NOFTH 00'20'13" WEST, 735.00 PoET;
THENCE NORm 89'46'01" EAST, 130.00 FTET FOR A POINT OF BEGINNING; 11--IENCE CONTINUE NORTH 69'46'01" EAST. - r '0 FEET; ll-IENCE
SOUTH :!,~'20"3" EAST, 131.85 FEET TO A POINT ON THE NORll1 LINE OF PARCEL "C"; 11--IENCE NORTH 89'57'26,c~' I'i,_,~:, ALONG THEWRm
liNE OF PARCEL "C", 1 0.00 FEET; ll--IENCE NORm 00'20'13" WEST, 131.85 FEET TO ll--IE POIN T OF BEGINNING.
DESCRIPTION: PARCEL "c-,"
THE EAST 100,00 FEET OF 11--IE I"IEST 230,00 FTET, LESS ll--IE NORTH 730,00 FUT AND LESS ll1E soum 520.00 FUT OF 11-jE SOUTHWEST
1/4 OF THE NORmEAST 1/4 OF SECTION 17, TOIfMSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
.'
~~<<J~~~~~<<]~&lL u~b~~~
CIVIL ENGINEEr~S/PLANNEr~S:
AVID ENGINEERING, INC,
2300 CURLEW ROAD; SUITE 100
PALM HARBOR, FLORIDA 34683
PHONE: (727) 789-9500
GEOTECHNICAL ENGINEEr~S:
NODARSE & ASSOCIATES
3514 W. ARCH STREET
TAMPA, FLORIDA 33607
PHONE: (81,3) 879-5501
SUr~VEYOr~S:
DJL SURVEYING COMPANY INC.
8324 CORPORATE WAY
NEW PORT RICHEY, FLORIDA 34656
PHONE: (727) 845-8084
IHAFFIC ENGINEEr~S:
AVID ENGINEERING, INC.
2300 CURLEW ROAD; SUI TE 100
PALM HARBOR, FLORIDA 34683
PHONE: (727) 789-9500
Ar~CHIIECT:
OLIVERI ARCHITECTS
32707 U.S, HWY 19 N
PALM HARBOR, FLORIDA 34684
PHONE: (727) 781-7525
LANDSCAPE Ar,CHIIECT:
AVID ENGINEERING, INC,
2300 CURLEW ROAD; SUITE 100
PALM HARBOR, FLORIDA 34683
PHONE: (727) 789-9500
lUJu~lL~uW ~~cg~'i1J~ &~~~~
GAS:
CLEARWATER GAS COMPANY
P,O. BOX 4748
CLEARWA TER, FL 33758-4748
PHONE: (727) 562-4750
KELLY O'BRIEN
POWEr~:
FLORIDA POWER CORP.
p, 0, BOX 1699
CLEARWA TER, FL 33757-1699
PHONE: (727) 562-5660
FAX: (727) 562-5753
JERr~Y CONRAD, CW14
TELEPHONE:
VERIZON
1280 E, CLEVELAND ST,
CLEARWA TER, FL ,3.3'755
PHONE: (727) 562-1132
MICHAEL CLARK
WA lEr~ / SEWEr~:
CITY OF CLEARWATER
PUBLIC WORKS DEPT.
100 S. MYRTLE AVE. #220
CLEARWA TER, FLA., 33756-5520
PHONE: (727) 562-4747
MICHAEL QUILLEN
CAGLE:
TIME WARNER
2530 DREW STREET
CLEARWA TER, FL 33765
PHONE: (727) 576-4123 EXT, 373
SCOTT CREASY
I .
-------
,___________~~~~__,___~J.__'_.__'_~~_~__'___"____._______.
1,}lt\j'JJj)-r C).rJ
I't" .
, . ~\. ,,*9
(~~.,'.1f". . .... '1'>. P,
'i' f1,rF . 'Ff
,ill. o'i~4 '.. ~
r < . 'ff. ':.1
l
I~ OJ\D
Jl
J
;J 0
~~\ (~
tr
,)@
~.
~.
;J.,
j/'t"
l*'t-
l~(
/ ;~:.'1,"
j' j
r \, -1,~\"<1CC$
t. . ....1~1It, f" ;N~
( '\ c).... r ) rJ c)... I ri ,'~Y"'-l,J~~,;~<:':1 '~i .. ~ I \ r) c) lj I \ r) - . -1
:Y J~ J J J j ~~~} .J,,,c-:r'-P~' .~, J '" ," -~ J-1 1__ ;.<t J 1 J- J J
\ i:..."'....."""dl1lt.. .'."7r~i' ".,"Fi.I;"f11"I.'~.t'''''..''' '~{'1' 'If. ~\
. . ',., !\.......,........&:.'..'l.. /,,~:""/', .jil".... ..'.... ':''''~.' "H...'.:'.f',I;\,\!#.o\~
r ~.[ ,~,~ ..iW ' '" f ,f. .r-.' _ .{>:.,.-,,': ~'\: ~ "::_:'. : I,
4 . "Ii. ' ',: ,...-- . "'i,l' ~
iI.";i -, "'I';'!1!.~~,~ . j ~i
18 ""...'>.':.1 ~~ ~, l' f':t(~::~:.,." r" --_. %a,)
. " t.'diP .~ '~4{ 1 .~\. "'. \\ y. .' '..
f). .~...~.}' ',.' ~ "", I
t E. ~11 ~ ! . ~-~_.---- _
\1 " "'i$:-' . ,~} -\.-<
,t{i;ll./'.ll" "I/!i"
,(, ,
r--J I r '~.'_'.'...
ri.~ .
__-el.J U
c) JyJJ) lL2:~<
cc (CJ u~~?) L[f ~ llJ CC L[f ~ (CJ [K~
~ 1-] ffi~ [K~ ~?)
(~rr y
OF
~(-~ I ~J\,r) \\1 J\. -r ~ r)
-J ,-_...J __~ r- .f) 1 'j r- Cc_-,.f :)
r)J. J:\II ~ I I J\ ~-~
Y . J c-.J c~ _--' r- _J
(~t)" lj. ..~ 1- r 'f'
_J.. J_-J
.P L c)I~JDJ\
B s ~J-\J\JD OJ\J
Pre/)oreci
r) ....1\:1 -r 'I
J lrJ'J-~ ~. 1
'.J:;\I (~
,J JJ.J
For:
\j :=:]\f r Us tE:)
c/o SC~ERER DEVELOPMENT
1,3575 58th STREET NORTH, SUI TE 149
CLEARWA TER, FLORIDA ,3,3760
PHONE: (727) 5.38-4105
FAX: (727) 725- 4717
Pre{)c7red By:
ffJ'{(lh'lEEllh'{(;, h'{(,~
OUf t;t)li,p;1/JY 11~/il:J '1t~/l,j:J ft)f It:'):),,,..
- ( I~lff l(J
('\ ..J ...J 'J ,---I ...J
JJ '/J s11QJJl88/3 -I
~llQl1188/3 -I ~11 'Ill c) 111118 11 t ~lJ
L~111'-.JU(J~1~)8 J-\/(Jjll~8(J ~U
PJ~lJ1l181 U
.-::' ..J
.c.l1 Ul118 8/3
Curlew Office Center
2300 Curlew Rood; Suite 100
Polm Harbor, Florido 3468,3
Phone: (727) 789-9500
Fox: (727) 784-6662
THE DESIGN AND IDEAS INCORPORA TED HEI~EIN, AS AN INSTRUMEN T OF PROFESSIONAL
SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC" (AEI) AND IS NOT TO BE USED FOR
ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZA TION FROM AEI,
DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION
INFORMA TION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING,
INC" @ (727) 789-9500,
------'-
c'')
'-)
-~---.:........._~::.'
~lLb~~ ~~~~~
,
1.
2.
,3.
4.
5.
6.
l.
8.
COVEr~ SHEET
SI TE PLAN
PAVING, Gr~ADING & DRAINAGE PLAN
UTILITY PLAN
DEMOLl nON PLAN
SPECIFICA nONS & NOTES
STORMWA TEr~ POlLU nON pr~EVEN nON NOTES
cr~oss SECTIONS
SITE DETAILS
Dr~AINAGE DETAILS
Dr~AINAGE DErAILS
WAIEr~ DETAilS
SANITAr~Y SEWEr~ DETAilS
SUr~VEY
LANDSCAPE PLAN
LANDSCAPE DETAILS
LANDSCAPE NOTES
/t~ ~ LF
j'c'~!')~~ c:, ~~~ '~~.~ t
~ :.."': .' "''= w ~~ .-
I " ~ t.:> f~ W . , {"
\.~~:.;~:~.'~Y't ~~~. ~).'..... . J
1~')1 ~.
.\ ;1~ ~ ,"'~ ' ,
~\~,' (fj,.., ' 1
'~:<~ ~ Ll\~ .:' '" ~. ~..1 ri
"
9.
10.
11.
12.
1.3,
S.
U,
l2.
L.3.
\"-
~-"
~~u~ ~b~ub~
pr~OPEr~ TY LOCA nON:
SECTION 17, TOWNSHIP 29 SOU TH, RANGE 16 EAST
HAMPTON ROAD
/--OLlO NUMBEr~ S:
17/29/16/00000/1.30/0500, 17/29/16/00000/1-30/0-300, 17/29/16/00000/1-30/0410,
17/29/16/00000/1-30/0400
ZONING:
o (OFFICE DISTRiCT)
USE OF LAND:
.30,000 SF OFFICE BUILDING
~XISnNG USE:
')F:SIDENTIAL / VACANT
TOTAL SITE Ar~EA::
2,62 ACRES (11-3,929 S,F.)
SE TBACK r~EQUIREMENTS:
FRONT:
S I DE:
REQUIRED
IS'
10'
PROPOSED
15, 50' (W)
11. 20' (N)
10, 80' (S)
12, 50' (E)
REAR:
10/
MAXIMUM BUILDING HEIGH f:
HEIGHT (ALLOWED) = 80'-0"
MAXIMUM FLoor~ Ar~EA r~A no:
MAXIMUM F.A,R, = 0,40
PROVIDED F,A,R. = -30,000 S,F./11.3,929 S,F, = 0,26
PROPEr~TY CALCULA TIONS:
EXISTING
PROPOSED
~ARE FEET % OF SITE
14,025 SF 12.3 1 %
61,895 S.F, 54.-3,3%
75,920 S,F, 66,64% (75%
MAX,)
IMPERVIOUS AREA
BUILDING
PA VEMEN T /SIDEWALK
IMPERVIOUS TOTAL
SQUARE FEET
2,334 S. F,
1,7'72 S.F,
4,106 S,F.
% OF SITE
2.05%
1.55%
3.60%
PERVIOUS AREA
PERVIOUS AREA
109,823 SF 96 AO %
38,009 S.F, -3-3,-36%
TOT AL S IrE AREA
113,929 S,F. 100.00%
113,929 SF 100,00%
ADDITIONAL OFFSITE IMPERVIOUS AREA = 10,980 SF
PAr~KING CALCULA nONS:
-3 PARKING SPACE PER 1000 SF OF FLOOR AREA
-30,000 SF/1000 x .3 = 90 SPACES REQUIRED
HANDICAPPED SPACES REQUIRED: 5
STANDARD SPACES (9/ x 19')
HAND I CAPPED SPACES (12/ x 19')
TOTAL PARKING SPACES
REQUIRED
86
4
90
PROVIDED
128
6
134
OFFSITE PARKING
STANDARD SPACES (9' x 19')
-36 SPACES
r~LOOD ZON E:
THIS PROPERTY LIES IN FLOOD ZONE "c", AS PER FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RA TE MAP; COMMUNI TY PANEL No, 125096 0017 D, DATED
/\UGUST 19, 1991,
HOOTEr~s OFFICE COMPLEX
AEI ,JOB /I 7.32-001
. , '. ,'.
---------~---..............._._--~
::::: =::::::: =::. ::::::: :::::: :::= = =/~~'O.P. = = = __ _ _._ _"._ .._ .___ _ _ _ _ _
'-
_'. _.... _.....:._... r ~~_ r..._______ J
-~\L( _._-~
-~
........
~
Ot\ 'liD
t\ '/~~IlJ~
........
0' ..30'
rr tr t' .
SCALE: 1" = .30'
60'
,
.::--- ~
'........
........,
~, "-
...........~ '"'.:::- ..........
~.......
....., ........
........ ........
'--- ~--..
.....-. .2:.-: ~::::: "'_
- -{f-
I 1 I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I
: 1-STY, WD.FM. RES, I 1-STY.WD,FM. RES. I I 1 -STY, "'''D,FM. RES, : 1 -STY.vVDn...1, RES. I : l-STY, \'19F1vt RES, I I 1-STY. I'ID.f'M. RES, I 1-STY. WD.FfA. RES. : 1-STY. WD,FM. RES. I : 1 -STY, WD.FM. RES.
: I :: : I I L,F.E. (32.60) : I L.F,E, (32.41): : L.F.E. (32.19) I L.F.E. (32.04): I LIE. (3178): : L,FE. (31,56): I LFE. (31,58) I U'".[. (:31.64) I LF.E, (31.99)
I I I I I I I I I I I I I I I I I
1-S1"( WD.FM. RES 1-STY. e,B. RES. I 1 -STY, 'vVD.FM. RES, I I I I I I I I I I I I I! I I I I
LF.E. (3238) I L.F.E. (32,84) I I L.FE. (32.19) J I J I 'I J I I I I .J I I r - -.- - -'1'-- - ._- - -.- -- _..-
II L~ : I I ! I: : II L__ - ._~ : I L - - - - - - - - - Jill lu_ ,.- ..- _u_ ,...... ..- .- Jill L._ - ..- --..- - - - ,.-. II .. - - - - - -- -- - - I i ~o -, 0 II ~ - - - - - - i : II - - --L - - -.~ ~ I I l..___ __ __ ----1 I r _ -'-, I
Ii LL_J--L----J *.'. L___ ________J t,l l_ -- ___u -Jt., l uu J i 1,.,~ 1,:1 1, I ~ ~I ~~: ! L _J tl Lu_J il L__J Ii i c_ _u_ uLi'l r-- J ~ I
If LOT ,& t L0115 ~ LOT 14 ; GULF T~OT8AY, :"RD"'& ~ P:o:O ,:G 60 ~! LOT 11 ~ ~ ~!~ L011 0 f I LOT , f;,c LOT 8 ~ LOT 7 ~ LOT 6 ~ [ii:~~D)1 LOTS IJ !_nn_'1Ls~ T3~6~\S c-- j[ ~ U i LOT J ~ I
* if * 10.0' * 9.6' itl iif *~ I ~ I;;; tit 1-1 ~ ~ I I II ~ _ _ _ _ _ _ ..J ~ L - --- ~ I
II II II ..~~._O:__r:'-."lll r-!~--;Slir1 I ill _ III I ~ 1-' II LCONG. I~ETAINING II I ',- l-tli{gE~~~~E II . II IT-Si;-cr;~, I il [CONGo RETAINING I
<...., ;~ c,r III I ~~I L.~..J'D ~ . -<: . L.__.J ;.., t \VALL 'NI 13' HT. ;0 t,...., I '1- :0 1- L__'.':J:: t LOT i \VALL WI 6' HT.
~ ~-r ...~ ~. .c-~-h .-L,. .fJ ~~ ~~: ~.Jf-".f~~~~~~~ ~~fi~~O '1.5::~"... L &~~: (~L tl"\-..~Lu ,-~. ". ,p-..+ ~~tl+' ,JtL\-H-~'OT'U-="\- t -\-.AL tl 'J ~:~~fE:\~~.L~__~ .. "rr--'" ~~: ~.. .J;F" ~U- ~ .=--'it~" ~~~. ':~, r -~ ~~ -4-0J~"A J~~'< ~-~ ~ -,- .~- -;,- -,- .i: 1 u 81J~: W^Ll Ir ~-- rl-
. 4 c::J .' c::J " c::J c::J C=:J . 0---;;
\ 1m
I WE r Q ,kN nON t . ;... '3' EXISTING HOOlEHS PAI~-<ING ;...
. STor~M/'N/ l~tr~ PONf r I rA' ~"" 25..3 CHAMBF(,S I~E(::!IJII~E.D CURB (f1'P.) I D...." :r-~, ~'-+: 7-~ '. ,- !:i ~1 '0 '" '" . ( ) ENCLOSUi~E ;,. -- (NEW P,WED AHEA)
: " I \.:~ }.. N (SE.E SHE.ET 11 FOR DETAilS) 91.60' I ~b{~' ,CON:~. ,- 4~ . :' t5(},,'(fi ..',' ..: I .0. ..;,.. ~~l ~I~J~A~DIN ~~~EA"" r r~1-1 (SE.E DETAil) N..36 SPACES _>
~I r' J.- 'jj I SiN (1Y?) . . t' . I I ~ - ~ '"\1'.- "" "STOP SIGN j
~I · ~~ I ~4,,;.C~L --~1':pl~lG~=t-- . ~r" ',,' . : - .'~,j~,..'~r"'~--::Ft:. ~;"- ~~:<iS~ -~. -t -t LLLLL~lIlL:l~LLL I ?f.
,~i ,. R~ ~r 0"' ~ ~ -5.5' pr~OPOSED TWO STOr~Y OFFICE BUILDING 5.5'- . "'~I . ~FDor 1Y1'E 'F' ~ 8 :!
........~L....o'(NOO.20~3<W-...85:()O.-1 ~':l\ :f(~y.r ~: ~~:~2~OSFS;/F~~~lL }g @,~ @ ~ .~ CUR8(1Y1'.) ~ ~ t: ~
J "~;!'? 4c I{~ S890;:-'K26 9"E../ -1\ r 1'3' ~ 2~ r I ft\.?..F ."- 15,975 Si2~rd FLOOr~ 2f 24' 1'3' 30 -.2 - b ....- _.....~-
"'- ' ~1r> ~ s;- f-o,OO ~ ----= .....j ---- .....j. .....j . --1--{-,.;:o--ft '-: 'I- -\- :.t,.: ~. --1. --, . ~ - ~ ",I II
." '~~q.,' I> "'- . I I I <' U .~ 1..3..3 PAr~KING SPACES ~ 29 ~
~ .fl /)', ~f.~/r'~ ~W002(^13"W: 6'2) '.- ~ ~ C0 28 ~, 'II 1/
/ (;'o(<'~.o '" -<')",,;:o>V^ 13.16'~'-') r , (1~1-1 .. _ . :...: . :-:r.:-~'~1-1 27 ~ I iI
^ """ ~-A^: 'rr.o 1.:.. .. -N f= ~ _ ~ __ . _._" , _ '.. :f:'. n (, STOP 5"lr:N , CJ
~/tf;~f",,''','')f-;1.3.08'(8M ~ . ~{?,. 5TOP511", ~ ~:- 'iJ),_.~_~ _~ -rl L~ _____ -'-" _-'-"_ _ U o-\J... - .: ; II': 1~.=::~=dJ
" ;, ~'.. ., ~I=-~}~ 1], J ~ I
01\.--:'0 "",........ ~ .j ~, " ." . A'" . . . .' "= '<"" . ~ I l'il II
~rl oS , . " . Nl-r';:> AL r:IJI:>':> ,1',.. il~~' ~, > ," I ,," ..,-r;:r;~, :,-<J ' 5' CONG~ . !.. . EXIS TlNG I
"'-./,~ ~.. ...... 'IDF"~ALK~'>(~~E.E "D""T~All"") ..: "'"'. 'l, >, '<f', :: '^"):> :,::': ~',~'), ;,,' ),:: " ,'.Ij SIN (f1'P.) ;,. · (~I TV elF ":Lf:Arl~WA lErl~ I I
"'- ,'"", " .;t 2~ \"'HlrE STOP :;" _It 'J!:. : ,-' ,<>," ,v,,:,1 ,"re"', ,".' f'" """",' II _ I ... I... _, ,
\. -~' CONCRE1I BANDS -)r. rl3=
19: :..
'tl :p
f1'P.
...... 27 \,--1
.,-- 28 0
"'- (.~ I> ~ \ . ", " "I"" ,,, \0 29 II
i' ('~I ' in 1~1-1--..... 1'1'~:;';' 15' vY':'~b(\\ SIGHT. CONsmUCT 28 LF 4' \V1DE CI)NCr~E1I SiN, liE . 30 I .
0->: 'v-'?Q ~ "" .0 STOP SIGN I"> -~:7-' -- 'f,":,',;: ./ TRIANGLE (20') ~~ INTO E.XISTING SIN AND INSTALL EXPANSION ,JOIN1S \ I I! lL ___...._ __ ___ ....._ ...._...____ ._
, '" .... If<- . Ik"""!N' "~I"~ I' -\ " ~rl N \ ~
- \ :.o'V1"" ~H'O'20'13"W",,- 30000' ~r; -e ';fk-;=D~~ <>--CJ --<J '\" " {J-S," " j- ~-- r----- - - - --- -- --- --H~' -:----- ,':'.~, =-
..,..., - -- --- ....- ~ ..'- ....- ...- .-- -- ..._N.QQ:..29: t,$ '~'y!...._1 .2_.0.9';_ " -- ...~~-r;-;;- -.~ -'''-'-~'~'~'- ...- ..1.._ oJ.__ ,,- .-.'. ~.-- _.~"'-.;;;.... ....- - J , T""---'--r- ",- ..- - '..- ...: ....- -... .. _r ' ~_ . '..'-~.'..' '. "N^-~'~-~;;::'''' 4 -~:;';'i,'" , ~,'..' ~......-='" .!...... ..:;~_. '--'--;=;","" ,..~ ''''-'~~-' ;I'"---:;-~-'~T~;.!.~~' )..o..-/~....--. ..- C'4 o~~c?~ "--0 ;.- .....- ;.- 'm_ -"V;- -- --:; .- -~ -.~? ::::: = ~_ ::::::: =::::::: == ...~ ::::::~::::::: '..~ -:- -=':::::::.= .- ::::::: = '==,-::..:--,.:,,''-':'''- ~-_~~.._ __ __ _ _ _., r
~ _ ~ 4_ ~ .-: _.l _ L ~ .........1 ~.l_ ~ -= -A. ~ !!}'5J~_ ___ -II..- ~ ~\_~.~ ~ ~_ __ -'\4 _ e-.- - -- - - ~ ~"---0.1.~ .. 4: ~ ~. ~ -,.~ !...- -L"~ ~~~.~ ~111 .-.. ---- -1 ti-v .~..J-1 ;;7- VY- ~ - - - - -......... '..,'" - - - ~ - - __::....A. ~ -~~..i~..;t; ( - -- -T-"- _ :....:.l ---- ~ ---' - - --,-... -- _.~ ~ ~- ~ _~ __ ...._ ...- ___~ -- -r -- --- ~ --..- .. ----t. '" L- __
::::::: _:::! :::.:::::.: '" =:::.::::::::: =::: -C:'~2~'~~ ,7R;;lY-;): '-~~~T"W '--""-::<:;'-'= :::_= = \,'~ . 'CS^:~I!~E~~~ . ~. '. - ",o<~N89~46'O' "W_~ O,O~"::: L or ;:;;';;~ 1<('11 ";-~E- co . .-~ "'~::: -~:::-=::: "'):::::::: :::-:==~_::o: -":::::::::::::::::: -=-.= "'"-, -" - - - - - --~ ~ - - -'- - - - - - -- - -
- - (t-
-....-.-. .-.....-- -- ~-t.>IORTH-SOU1'H Cni'ERL NE OF SECTION ~..... "",~, ,1 . ~.- I I ,\ ~ '1' rl 'r () ~J ---------- SA\'VCUt &"t~EMOVE .,(\ e;-I:;-"J .-- (')-.--{) ,\ 0 ----... ...--..-...- HAMP TON r~OAD r~/w VARIES
rON ROAD (LINE USED FOR BEARlr1G ~~E.R'DIAN) __~ , . ":'.1'6'.;.., _.~ .- r tL_ ...... __..L __.....__._ EXISl1NG. ~,jNG. SIW ~ v ......___ . ~__ r .._._......._ .____ _
..._-._-..~:.:=.=. .... ..... ... .. .........-.......-.....-=.=....... .....--...-.-........- .....-..=-:.=...-.--.-...................... ..-=-::=-...-.........-....- .-.-.....-. -..,=.=-.. ..... ..-.. .... ... . ....-.........-;;;,,= '''0'.,; -...--...-........-..........-.......-.....-..-............. - ....----......... ............ .--..........--....-....-...........-- .. . . ..... ......- .-....- -- ......... ...........--.................. AND" Ctji1:O''' &- CtJ f 1 'Eft.. ....-.... . .. - ............-...... . .-.... .............. ..... .......... -.....--......-..---..-.... .. . ....... .. ...............-.-..... -.-. ..- ...................................-..- ............-....-......-. ...... . - ...............-....-...-.... - .-
CONS1HUCT 1-6 LF ~' NIDE CONCRE1I S/W, llE INlO '~'~V}. ~ 1,.39.13' INSTALL HC RAMPS PE.l~
"u - ....- .--..- '''- - - --
C=:::::::====:::::::::::::::::::::=iO.y~:::::::===:::::::=====:::::::==
[]
~ r-"'- ........
II II
Il ! I
'\ :-::;:. i)
........
((-'- ...--
\,.C-_-~
~-ll ~
Ii S
II ~
I u
i
, u
II 8
II r;
11...3
II
-r~'?-'-
II
II
I
~-J
,,-- -
rr
II
II
\-
\-
,~ =:: == ==
ASPHALT PAVEMENT
8B
~
~
s'r. pf:'rf: nStllJ He] '1'1 :\'ff: H
-rn:\NS.'JIISSIC)~1 .'JI:\IN Nc)'ff:S:
TIiE CONlHACTor~ SHALL CONTAcr fHE PUBLIC UTILITIES DEPAr~lMENr AT
'12'1-89:3-'1261 TO SCHEDULE A CITY FIELD r~EPr~ESEN TA llVE TO BE ON SITE
DURING THE CONSlHUCllON wor~K WI THIN fHE CI fY OF Sf. PElEr~SBUr~G
EASEM EN T.
NO wor~K IS BE INITIA lED WI THIN HiE EASEMEN T WI TI,OU r THE pr~ESENCE OF
A CI fY OF Sf. PElEr~SBUr~G FIELD HEPr~ESEN TA llVE.
NO HEAVY EQUIPMEN T WILL BE ALLOWED TO lHAVEL Acr~OSS/OVEr~ HiE
CI TY'S lHANSMISSION MAIN WI fHOU T pr~OV1DING pr~OPEr~ pr~OTECTION TO THE
lHANSMISSION MAIN VIA SPECIAL EMBANKMEN T COVEr~AGE.ETC..., TIiA T IS
ACCEPTABLE TO THE CI fY.TIiE CON lHAC Tor~ IS r~EQUlr~ED TO pr~OV1DE TI,E
DEPARTMENT OF PUBLIC UflLlTlES AN AS-BUILT OF THE PIPE pr~OlECTION
SYSTEM pr~lor~ TO USE; AND HE/SHE IS r~EQUlr~ED TO MAIN TAIN I T AS PEr~
TIiE AS-BUILT DETAIL For~ HiE Dur~All0N OF fHE pr~OJECT or~ AS
NECESSITA lED.
NO HEAVY EQUIPMEN T WILL BE ALLOWED TO lHA VEL BACK AND For~ fH
ALONG THE EASEMEN T AHEAS, WI H10U r pr~OV1DI~W ADEQUA TE pr~OTECT10N
TO THE lHANSMISSION MAIN VIA APpr~OVED EMBANKMEN T,GROUND
S TABILlZA l'1ON FABr~IC ETC..., V10LA TION OF THE Cr~llEr~IA SET For~ TIi UNDEr~
TIilS PEr~Mlr WILL BE Gr~OUNDS For~ TI,E CITY OF Sf. PETEr~SBUr~G TO
r~EYOKE THIS PEr~MI T IN I TS EN m~EfY.
ALL EAr~TH wor~K INCLUDING fHE r~EMOVAL,HEPLACEMENT AND
COMPAcnON,OF SUITABLE SOIL IMMEDIA TELY AD,JACENT TO fHE EXISllNG
WA TEr~ lHANSMISSION MAIN SHALL BE BY HAND.
ACCESS MUST BE MAIN TAINED OVEr~ HiE EN TlHE EASEMEN T Ar~EA DUr~ING
AND AFTEr~ CONsmUCllON OF TIilS pr~O,JECT,SUCH THA T fHE CI rf OF Sf.
PETEr~SBUr~G MAINTENANCE cr~EWS HAVE EMEr~GENCY ACCESS TO ALL Ar~EAS
ALONG fHE EASEMEN T TO CAr~r~Y au T r~EPAlr~s ON TI,E lHANSMISSION MAIN.
TI,E CON lf~ACTor~/PEr~MI r APPLlCAN T PEr~FOr~MING THIS wor~K SHALL FULLY
r~ESTor~E TIiE EASEMENT Ar~EA DISTur~BED TO A CONDIrION BETlEr~ or~
EQUAL TO fHA r pr~EVIOUSLY EXISnNG,lNCLUDING THE r~ESTor~A nON OF SOD.
Sle]N Lf:Gf:NO
Slff: Lf:e]f:NO
~~
Bill
NO TEXT OH SYMBOL
r~1-1 STOP
r~,3-1 NO r~ I GHT Tur~N
H3-'1 LEFT LANE MUST
R5-1 DO NOT ENTEH
r~6-1 ONE WAY
SIZE
.30"x30"
24"x24"
30"x30"
.30" x.30"
.36"x12"
HANDICAP PAr~KING
pr~OPOSED Dr~AINAGE INLET
pr~OPOSED CURB
SITE BOUNDAr~Y LINE
CENTEr~ LINE OF ROAD
HIGHT -OF-WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CONCHETE PAVEMENT
riPICAL
HANDICAP
1 0 PAr~KING SPACES
SIDE.WALK
5' r~ADIUS
Tur~N LEF T
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM THAFFIC CONTROL DEVICES.
srUIPINe3 NC)'f;::::3
r.; SJ
TYPICAL PAr~KING SPACE SHALL BE SlHlPED WITI,
A 4" WHilE SlHIPE.
riP
SEE DETAILS For~ HANDICAP PAr~KING.
LOADING ZONE SHALL BE MAr~KED WI Hi 12" WHITE
SlHlPES AT 5' CEN lEr~s ON A 45' ANGLE.
HC
6..9)
s/w
r~5'
LF L1NEAr~ FEET
SF
SQUAr~E FEET
!U3 HOlJBS Br=F()n~ DIGGING
/I (' ,\ I I <.' IJ 1\.1 C:." 1111\1 ~ /I
J r ~ ~ ,~ I',~ ..... . t::
1 ~~30{) ~ 4:')2 ~ 477{)
-----....--r-
I
I
I
1-
~-'q'-.
:~ ",
"';'~ .\
~Trr~rr i~
(j)
f-
Z
w
.2
.2
0
U
et:
W Z
f-
"l: 0
~ I-
et:
"l: D-
w Cl::
...J
U 0
l1.. U1
0 W
0
>-
f-
a
et:
w
0..
>
W
et:
r- ~r ~~;
~ ~
~o
~
:FFFF (.0 LO ~F~
c
o
c
'll
E
(/l
(-'
3:
o
o
Cl::
o
o
w
Cl::
~
D-
..,.
(")
~
ll)
N
N
o
o
N
;n
~
--
~
D
z
o
r=
o
=:J
~
U1
z
o
o
0:
~
u
D-
r/)
IL
o
o
N
(")
!::::
~
o
o
N
(")
r--..
G
3
~
,
D
.....J
~
Z
lL.
D
I
a:::w>-VJ-OZVJ
c-'
z.
Ci ..- N r=
A w l~ c~
o 0 0........... ~
i"" .. 2 z"l: '<, I Cl::
'. >- 0 ~ c: W
A II ,m if) ~ -)'Ii:: (',j ~ D-
0'''' z ~""'........
lj..- ~ .,.-j -j -J..o D
"l: <( n. a~f;:!"
v" .~' Cl,: ~:. --;(.,..
\(l , ? ( Q,., 0,.." Q;
ci-,. 'J 'f,", ( '5 v', '.r
:.!: ~ -. . ~ .' ,~ ,;P
<~~; ~' ~~ ~r d
\i5 ( -:'. '~J' , ~ ~ ( ,,!!.
fa!2 :s:: ,~, . [3 G1, .
..:. ,! ~ . \ " ~,f) ~ ~ & 6
a lJ'~ \'~ ,X' ;1. '1 . ~ ~ l'=
~~~~'~'r .,;~~.~ ~~~~
~F~ :,;. ~~ I~ ~li.J~~ D
(~~ tJj ...!~ ", rt~' ~ ~1I~F
:.!::i~' T "~ t:lv)~:.)
~a~.~'.L-/...j ~~~5 Cl::
:~~ ~" ~ ~:<: f~
~:~ . "I, ~ ~~ g fa.
li.J~~ -<(I- ~::)
V)- _)r~ li.J U1
li.Jgo5 :.!: (.l ,n
~~-< v.
>-
Cl::
.~.
~Z
....~
'c..J
W
Cl::
!L
.
(J
.~
---
CI)
(I) ~
~ OJ
OJ .~
" l:')
.;::: l:::
~ IJ~
'JJ .....
~
.~ ~
~ OJ
~ ~
~ ~
.~
:s
(I) l:::
~ IJJ
l:::
l:::
~~
'1..: (~
OJ
....
CI)~
"0 (.I
i,) "-
OJ .~
,~
l:')OJ
I~ ~
(.I
~ CI)
,~ l'j
{) ~ :
,~ {j l
.............................'......'.. ..... -.;! ...
<>>.. . ~ C')
....,. {') 'I)
.......,.... ~ ~
'J. '13
. <;:
~
~
'll
~
,~
C)
...
:-,
l')
...
UJ
,....~
=>
:----
~
....::.........
UJ
>
N
1.0
(.0
(..0
I
On~
2roi?2
'0
I]) >t _____
~n~E
(j) 0 r-- 0
-0 '--' ()
-o'C x '.:1>
(:).9 0 c
o l1.. l1.. I])
et: \_." 0 ~
~ 00 0
I]).aLO .
- L.. (51 ~
~o I ~
UI(51~
oEi?2
0-
nO_____
No..r--
N
r--
'--'
:>-:-
:----
..-J
<(
UJ
,....~
V
f-
~
....::.........
CJ
d
~
---
<(
,."~
,.'''1
.~
lj)
,....~
-------
UJ
:---.
,....~
~
<<
=.)
c--I
oJ <(
.) )< d
<< UJ ~
W ---' CJ
-r: ,-l. --.I
:>L!....
W0 ...
:---. J ,."~
<< (J W
:----
,....~ W <(
CJ(J3
r"'\. _______ ,....,...
,....r. u... -;
~ <....
CJ u... l!J
<:> CJ --.I
lJ
~
---
<(
..-J
"'-
UJ
:----
.............
(J)
lj)
i"~
-------
UJ
:---
CJ
C.J
-r
~
S
H
E
E
T
N
o
1
-...I
_==::::-:::=-:__-r -f:f r__ f
----C-\L( ----------._'-
0'
rr r-r ....'
SCALE:
.30'
60'
~
r--
1" == .30'
I
I
: I 1-SrY. WD.FM. RES i : 1-STY. CB. RES, : I
I::, l. F E. (.3238) I I L.F E (3284)
I I )\'6 : l I I
I ~f 1 I I I I I
I 1-'0 1:(.,1- l &><_0'1 ?\I :(."'~ I "'<-:.
J!;>1- * )?f:.~",~.~\~- ~~__ #'(~\'o?t ~_____A>"______*,\.:t: '0'
~' t
I I
I
I
1-S1'( WD.FM. RES. I
1 L.F,E. (32,19) i t''1
1 :(. I *
Ji,\~- - --- --- - --.?o'/!:./2\^I,
~
I
1-SrY, WDF"M. RES.
L.FE. (32.60)
1
I
: 1 -SrY. WD.F-M. RES.
I L.F.E. (32.41)
I I
I I \''
If'! - - - -$~ - - j6\:G.~t
i*
t~
II
I
I
I 1 <'TV 'AID rM c'E<'
I -C)". " .r. . " :>.
L.F.E. (32,19)
I
I I
1i\~___ ---- -- -- -- ---- ---- ~1--i'0~nOI''''
*t
ill
*t
1
1
I 1-SrY. WD.FM, RES_
: L.FE. (32.04)
I I
I I
Ji,'0~~__ n_ --- ..-- - -- -- ;Jo~"'~t\)'0'1
i-
II
t
i
PB. 501 PG. 60
LOT 16
LOT 15
LOT 14
L_OT 12
I_OT 9
loOT 11
"
. - c::=r-
. 0010 '.
;?>"; 4
. -
. -
\",1
} 1':>
,':> ;0\
;;0\
;J
J
"-.,
}\",'0
,,'0\
X)
'0,:>\
pr~OPOSEr"t\ TWO STor~'( OF~IGE
",, ,\ ';f-' .~'0
}\ ;;01-' 30, UOO SF 1,JD f A~~)
" x..)
H,025 SF ht FLoor~
15,9}5 SF 2nd FLOO[~
\\)'0
;;0
FFt: = ..35.00
;;0\7;
""
~'0'o'"
0'0'0'" '"
BUILDING 0'0'0
0'0'0
}~
}1-:;'
..
n :f=
U ."
'':>
}1-'
}1- \~
}\ ",,,,
",'0\
,0'
?,1-'o' ..
x- --so~
_1?1-
2>'l-v--:--..------, '4
X . d ,
- ---S
\'0'
;;0
11-
'1'1
lIlt
;,
rON ROAD
:--:,'o?
o
~
'-
s-r. pE:-rE: nS3lJ nG ','I :\-rE: n
-r~I:\NS.'JIISSI()N .'JI:\IN N()-rE:S:
n~E CONmACTOr~ SHALL CONTACT THE PUBLIC UTILlrlES DEPAr~TMENT AT
l2l-89..3-l261 TO SCHEDULE A CITY FIELD r~EPHESEN TA nVE TO BE ON SI TE
DUr~ING THE CONSmUCnON WOr~K WI fHIN H~E CITY OF Sf. PETEr~SBUr~G
EASEMEN f.
NO WOr~K IS BE INI TlA TED WI THIN THE EASEMEN T WI fHOU T H~E pr~ESENCE OF
A CITY OF Sf. PE TEr~SBUr~G FIELD r~EPr~ESEN TA nVE.
:3 -r () f~ I'll
(j)j) TO Cf=v
Cfj) TO CfJ)
Cf-=J) TO Cf3>
Cf3) TO Cf~
Cf~ TO Cf~
Cf=v TO Cf0
Cf0 TO Cf~
Cf~ TO Cf~
Cf=-0 TO ~~
~~ TO Cf~
~-:i?) TO ~-:i>>
NO HEAVY EQUIPMENT WILL BE ALLOWED TO mAVEL ACr~OSS/OVEr~ THE
CITY'S mANSMISSION MAIN \VI fHOU T pr~OVIDING pr~OPEr~ pr~OTECfION TO n~E
mANSMISSION MAIN VIA SPECIAL EMBANKMEN T COVEr~AGE,ETC..., fHA r IS
ACCEP TABLE TO THE CI TY. niE CON mACTOr~ IS r~EQUIRED TO pr~OV1DE fHE
DEPAr~ TMEN T OF PUBLIC U nLl T1ES AN AS-BUlL r OF THE PIPE pr~OTEC nON
SYSTEM pr~lor~ TO USE; AND HE/SHE IS r~EQUlr~ED TO MAIN TAIN 1 T AS PEr~
n~E AS-BUILT DETAIL For~ HiE Dur~A nON OF n~E pr~OJECT or~ AS
NECESSI fA TED.
NO HEAVY EQUIPMEN T WILL BE ALLOWED TO mA VEL BACK AND For~ TH
ALONG THE EASEMEN T Ar~EAS, WI TllOU T pr~OV1DING ADEQUA IE pr~OTEcnON
TO THE lHANSMISSION MAIN VIA APpr~OVED EMB;\NKMEN r,GROUND
S TABILlZA nON FABr~IC E TC..., V10LA nON OF THE cr~IIEr~'A SET For~ ni UNDEr~
nilS PERMlr \VILL BE GROUNDS For~ n~E CITY OF Sf. PETEr~SBURG TO
REVOKE THIS PEr~MI r IN I TS EN m~E rr'.
ALL EAr~ fH WORK INCLUDING n-~E REMOVAL,r~EPLACEMEN T AND
COM PAC nON,OF SUI TABLE SOIL IMMEDIA TEL '1' AD,JACEN r TO THE EXISnNG
WA TEr~ mANSMISSION MAIN SHALL BE BY HMm.
ACCESS MUST BE MAIN rAINED OVEr~ n-~E EN TIRE EASEMEN T Ar~EA DUr~ING
AND AFTEr~ CONSlHucnON OF n~ls pr~OJECT,SUCH THA T THE CI rr' OF Sf.
PETEr~SBUr~G MAIN TENANCE cr~EWS HAVE EMEr~GENCY ACCESS TO ALL Ar~EAS
ALONG THE EASEMEN T TO CAr~r~Y au T r~EPAlr~s ON n-~E mM~SMISSION MAIN.
fHE CON mACTor~/PEr~MI r APPLlCAN T PEr~FOr~MING fHIS wor~K SHALL F'ULLY
r~ESTO[~E n~E EASEMENT Ar~EA DISTur~BED TO A CONDlnON BEnEr~ or~
EQUAL TO niA T pr~EV10USLY EXISnNG,INCLUDING THE r~ESTor~A nON OF SOD.
~1()'rE:
STor~MWA TEr~ VAULT SHALL MEET HS20 LOADING
r~EQUIREMEN IS.
01 \'0
x~
28
30
30
~
;~ \",." ".,.'
-'f."
'r
\ , 'l~'
i'f
~~ ,
,
"'\J'
~ "
30
HAMP To.t-Jo\ r~OAD r~/W?oVARIES
rt
\"'0
o
:G.~ '1'"
(J fIJ\OI~I(~ LEGE~IO 0~
EL
ELE.VAnON
lYP
ffPICAL
CO
CLEANOUT
IE
INVErH ELE.VATlON
G flJ\OI~I(J
3 - r f t IJ (.; - r IJ It E
-r :-\ULE
HC
HANDICAP
EXISTING ELE.VATION
pr~OPOSED SPOT ELE.VATlON
Dr~AINAGE INLET
MITEr~ED END SECTION
pr~OPOSED SWALE STor~MWATE[~ FLOW
EXISTING SWALE STor~MWATEr~ FLOW
sur~FACE STor~MWATEr~ FLOW
Dlr~ECTlON OF STor~M WATEr~ FLOW
STor~M or~IN
HELICALLY cor~r~UGATED ALUMINUM PIPE
ELLlPrlCAL r~EINFor~CED CONcr~ETE PIPE
FINISH FLoor~ ELE.VATlON
SIDE.WALK
STORM SEWER STRUCTURE NUMBER
Er~OSION CONTROL
CONCRETE PAVEMENT
ASPHALr PAVEMENT
PIPE
D-1
FLAr~ED END SECT10N
I~NEr~r ELEVA nON == 2l.00
D-2
DIVERSION BOX CON mOL smuc fur~E
(SEE DE T/\IL)
INVEr~ r ELEVA TlON == 27.10 (E)
INVEr~ T ELEVA nON == :.30.50 (N)
D-:.3
FDOT TYPE "F" INLET
PEr~ FDOT l~mEX #2,3,3
Gr~A TE ELEVA nON == -3,3.25
INVEr~ r ELEV,". nON == :.30.:.30
D-4
FDOT TYPE "F" INLET
PEr~ FDOT INDEX #2,3-3
Gr~A TE ELEVA nON == ,3,3.25
INVEr~r ELEVA nON = 29.90
D-5
FDOT TYPE "F" INLET
PEr~ FDOT INDEX #2,3,3
GRA TE ELEVA T10N == ..3:3.25
INVEr~T ELEVA nON == 28.60
D-6
FDOT TYPE "F" INLET
PEr~ FDOT INDEX #2,3-3
Gr~A TE ELEVA nON == ,3-3.25
INVEr~ r ELEVA nON == 29.50
D~"'-"",
. ,"
,. "~.' .
D
D-l
FDOT rfPE "F" INLE T
PEr~ FOOT INDEX #2-3-3
Gr~A TE ELEVA nON = ,3-3.25
INVEH T ELEVA nON == 29.25
X~9.58
~
mil
~
D-a
FDO r TYPE "F" INLET
PEr~ FDOT INDEX #2:3,3
Gr~A TE ELEVA nON == :.3-3.25
INVEr~T ELEVA nON = 28.75
D-9
FDOT rfPE "F" INLET
PEr~ FOOT INDEX #2-3-3
Gr~A TE ELEVA nON == -3.3.25
INVEr~ T ELEVA nON == 28.50
D-10
FOOT rfPE "F" INLEr
PEr~ FDOT INDEX #2:3-3
Gr~A TE ELEVA nON == -3-3.25
INVEr~T ELEVA nON == 28.25
D-11
FLARED END SEcnON
INVEr~ T ELEVA nON == 213.00
D-12
FOOT JUNCT10N BOX
r~IM ELEVA nON = :35.50
INVEr~ T ELEVA nON == 28.00
D-1-3
OUlFALL CONmOL smUCfur~E
(SEE DE TAIL)
INVEr~T ELEVA nON == 28.00
(';~IJ\frr
.. ,L pi-
...." ,L-
1.(3 LF 15" r~cp ~} 0.21 ~{
IJ6 LF 15" r~cp €} 0.21 %
172 LF 113" r~cp 0 O.2-3~{
1413 LF 113" r~cp 0 0.27%
144 LF 113" r~cp 0 0.1 n~
96 LF 24" r~cp (ij 0.26%
180 LF 24" RCP ~} 0.2t3~{
- ;;r'\f\/';
.---J
SD
HCAP
Er~cp
FFE
96 LF 24" r~cp (i} 0.213%
84 LF 24" r~cp (ij 0..30%
S/W
EiV
104 LF 24" F~CP 0 0.24~{
24 LF H3" r~cp ~} O.OO;~
40 HOIJBS U===FC)BE DIGGING
/I (' 1\ I I C:,' IJ I~I <:" III~J...... /I
Jr ~~......) ......>.... L
'l~8()'O~4:32~;/t 71,0
r~T~ip
VJ
f-
Z
W
~
~
0
0
0:::
W
f- Z
<( 0
3: r::
0:::
<( 0...
W 0::::
..J
0 0
w.. r..n
0 w
~ 0
U
0:::
W
0..
>
W
0:::
J N
~~
~ ~
")-0
-- :F
N OJF (.0 LO ~ ~~
z
I
O:::W>-Vl-OZVl
~->,
'f~
- ""'=-
2------------------ . ?Yo~<:O ~
-----------------------------~--- .
--- ",,-_,__, x
'-- '0'* ~.- -~ '00) 2 7
, ~~- ~~~"~-- - . ~.- - ----- J)1-\ 'lID 1-\ '1;::NII;::
";:6r!::.'-- "-- ~ ~\\ ,,5?y -'" - -. --- r<>\ 1>> ~\
'I " 'n.....<> r "-. - F ,"
,,"'" "-, .:::::- '''-, ~D )1) x'l-'o \.. 1-'0'0'0 0'0'0\ IJ b \.. --. -- -- '-_ .. IJ 0"', '01
,,?) '-, ..... ?'o'\} -x x ~ -" - .. -- t'l-'"
I :<-- -.....:::-- ,1- '0'0' x?'1 1 "'ox 3JX39' -"x~...r--
~~.:.::::- _~'o t: 10<>9 1-'0",,'7 '1-" ","'"' r CA~CH BASI'i 1-") v Ir - ~
1-'o?'O'0'1 ------:::::::::::::::::,t~~-s~:1!.------..- ~~\__ w_rEor> _ -if7'1-'o\. ~~p E:L (2614~1-r26 "W
I I I I I I I : 29 j ~ /! -=- -~"::l~ ----1-~~~-l-~~'0~o~ - - - iC;-1o~~= rt,~-- ~--= ~~~~;~-R-:-= = = t)'O~~~6
I 1 I I ~ I I II: : I : \'0,,1 \'1X f~--- ~I~,^:: ___*~1_~ _ =~= = =H' y~~~;;:~~~ = = = .~\i."'- = = =- = =
: 1-STY. NDF'~. ~ES : 11-STY. WDFM R:.S. I I I 1-SrY NDF'A RES I I I 1-STv. "NDFM. RES I I I '1-"'1 1-"''0'1 0'01'1 :g;~&'- II~~3o'x4,b' x 1- ~'o'>::>?
I LXE. (3178) I I L,FE. (3156) I I L_FE. (3158) I I I I FF (~16') II! 1-STY. WD(.F'<1. ~ES. ~ 0 ~c..x '- ~ CATCH 8AS'N~"" .,'0\'1 (6
I I I I I I -. '-' ..J. · , L F E ,31 99) ,,,,"0 "" 9\ '5' -:-lip rI (~5' \ c
I I' 'xci:' ci:' '>-, - --, L ~ , ~ 6 x
I I I I I I I I CONCI~E1E ' ~ 0.; ~ ?,"l
I h'" \)'1 I I I I I I I I I Mln:'~ED END '11-~ ",7;6 <_01- <-,<)???'0 '00.'(; 27 (;
J?~~~ __ __ ------'),~?>r" 80' lo.'0~_____ ~\~__ %'1'1':>t'l'l' ~'0~_____-1?'O i I h,,':>'O ! 1'0<-O"'~ I I -1~'F'r.llr.:N x't x?>'.J-? 1-'O~~_ ---- -- -I ~I- --- - -- ,- - -JZ- - -::!8-----11\~ X-1--
I r -- l I ;0:: - - - - - -1 r- -;:\ ,I 1- 1 ~_CJ J ~~ I -"$' -"$' c-
'0' , I I ~ I 1_,,,'0 ')'0" ,,?INV EL - ?751) LD s s:
t I i' I g ~ I :(. I I I I' J?~'o\_ __ _ __ ___ no 1;;''0 f' - -- -- -'f) . - . - - '':>1 I ~ $I
L__J- ~ l?2'o__j;l'0"\'0''0 I,,?" \'0" I~I? t l ~<_o,i- I '----------[ , I
1111ll-l" rl JP:; -- -# - -.[6 ! I L - -~\ II : -- -y:(1:~'l" ",'1-'0 ~?\ I I
~I"I' ~ ~ I 1 f ~-.----- z
~~ ./2~'0 I ~ 1- '0'1'0 ~ 1 -STY C 8 RI:S_ 1 J.. I ~$'.> <>& ~
I 75 J I I f------------l II: LFE. (30.62) I / ~J:1)~ s0 ~ *",,:>1-
~ LOT 8 II ~OT 7 ~ LOT 6 ~ : C\3.S~~S : I__OT 5 i- )ii)~- n_ -- l : ~ ~.P Lor 3 Q. I I
I !I I I 11- FE (.3000)1 I ~'0'o1- h'1'O) CjIJ'o ~,^I\ ~ 29
~ p f ,---;(- I:.<: .........."',:I:
1':>1 ~ ~ ~ ~'0'1'O ,,~\)'O\ II 1'11\ 1'0' ~ I ---:R.\'" ,,~ I I
l' , _WOOD & WIRE 'I ' ;!r-- - - --?'-f~ I 22 - - - -- -- -- -./(-'1:1 '1\' \~o," " "
~ I FE'-iCE (TYP) I , ''0 SIP "" ? I?: :1-1...' f-" 0/
'D. ,..,' '{ :~ t ~'" - - ~J }'0':>~ ~ i- LOT {J '1-'1'0\ (? "I:Y
of Jk,lt / ' " 1 19.4-' J 1 ~ I -- __/-''1'0'0
?~"' 1-l:'?~.;;J- ~ _ _\.- _ \.- __, _ '\<:0':> I ''1'1? '1'1'0 \\ '0 ' ,~ '1-'11-'0 " ?:
/'1. '1J ,,';0 x'O\J 4. ~ ~ ~ ~ ~~l"
'.., Il")' ,&, '0 iI\' , "'~ ~~ 1,,\'0 '11 '0
~ ," If .Op~ 4'i129;d'-'b,t .1';. >"'."" ...,,, .00 tf5=J-.. ~ . :-~ ~ I ;t;:" ;1:/ ~o>'~~~~
2,-'1 30 -=- oJ ,>j ~~. ~)L X' ~Y' ~-~,~ ' ~ t~ '( ,-p
'./"./"J'- - '{..t !ifi 02'4'. - ~(.J~' ....:- ~~ '-'~:~, -~ ~,J;.l #im :)'0'0' EXISTING HO~~R~ PAr~-<ING -r= " ~
~ I-~ ,'0" ~~ ~ c~'?;~tl' .'1.' 'I I~ 0.'01-? ....::'5' \3P (NEW PAVED A'~EA) ~..'..'. .6'0",' ....."'~
1'>'; ~J) '1-'1', ";~ 'I'" ?'V X' , tf'..J - I ~.;;1
/ . ,f> ~~~~ ~'!>)O 7r=="'" -'!]. r~" I r. ~;t I"," cp" .. 7~~'"
~l _1 ~~ "",.~~"e~~~ )JJ/ ~~ "., :/)f 11\ '~-II ~
, *e.,~,~ II.$> !. '-,\ I ' I II s
/ciP :; /~. ~J)~' ., ~ I U
-1:J'?' ,") -1:J'>.' ~. n i ~ I u
J lf~"'." -',I~, \?'0 0 '0'01: ~ II g
.. 3D? ~' " i~" {"if ~11 ~01 :'l~'7?"''O i ::J
--- --- --- --- --- --- --- --- --- - ,.' .:f '1':> ~:9> ~ ;,'0'0'0 0'0'0" "y.kfi . ~.....'" n.. I
I' 0,rl.", ~::: ~1 -~:- 30 ---'2 ".,' .1'~ .0;1 I"': ~ ~:/'~ ~"-- ,,".}J~':t,.
31' 29 }'0 ~ ! I i I
. '/8 '-' . II I
L ~ 'I Ii ~.9, ~.9, I
1\\G 0\ ;~1-'O r 0'0\\ 27 '0' ~ I 1,/ "(~ '1 "(/11
.,'--1 xJ ~c\r I x x-. 0'" ~'ol"l ~ ,,' ,'0 I "I' tiP;:....#:.=~O\
- ----------- 0-:J~__: .-r: ~r'; t~}l~ - ~ ..:...~ 5 Ii II ~I: ~0'o-::; ~.,., II
. . e- J' r;- .d . ~ ~' -~. '~ ; ~? II
-:,~~:B:'~~i~-::~--:~';~~~-.~~ ~\:~-~~;-~-: ~~~~::~~;.f"-,' ~,~ ~\~I I' J.J t:XIS~611' N(~ t"~I: t'0?) Q<>",0,f'l'0
'0'0 .' ',r il\.o;,' , . ',', ", t':ft ,', )..,. )";c,, I"-"'\. J - (I *'1"'&/ \\~ '1'1
~0\ ",: .c_,::"" H__='>"'t,. ~"'J\':'~':'" g', _-::.,~~:{,', ^j " / CITY OF CLEAr~WA TEr~ ~'0 I r~- '0. _n_ -- --
.J" ,-", ...../''.1..."...,-. ",' ","". \.J'f'.r.... d ~ I':P II 0;-- - --
'" I ~f). '""J',."'",, ",1" -t..."'..."",, ,'I "''>.' 3. ST()r~MWATEr~ POND I ~'"
:--:,'0 ,'I- .J -0 l-~::9:",",i,l'<'..c/':' '."". ,.".J.'}hIO~""~('~/;9 .oJ :(.1-" ,'," , ~'
;P":' "'" " ~ .~~ d (f~~J ~~ ,~~~ .r~l~~r >'C'~". .", .";",, I: L,ft> ." ';f>"
~ J' ,." '" () -; ,-,llfiY R'" ~'~"'J~ ~ <;;..D~~ ~~ II~~I ~. ll> ~. k'" 23 27 f1,' i: ~ = =~"V ^se~ALT ''''''"'
,i1i\\'O ,~t'l-'1 ~~ '~u,'~ '1'?; x o~ ~SAWCUT tIC '"ATCH, ~) ~)f.'> I 0 I; ',:<~~ 1 x,\'0? SAWCUT tIC MATCH7\ [. x,'0D1- 290UTFAL.L STRUCTURE.../ --- il I~v-P v
,I :--:,~I ~':>''0 t' I/?,} ".:').1" _,'~~ ,,"~'Oq'O~ \>). EXI~T1NG cur~[3 (" .......... ,~~ '~~ 1-' ~ l)f,('::<": ,-' x'O'0"" EXISTING CUr~[3 I '\'0'0'0 30 ITO~ [L. P~93) I': \')" (:,"/
J/' ,~fT*t''jf''.;'~''"' "~c;,titr:$~::::;~..~.;~"..n .... "",.~,.." :''Z- ,:..iJ ....J~~-.-CkLl...~... .1tt;5; '. .., ~~~~,~::i:... ~...-"~q-D DO <l <l " <l <l o-L'[ "" ~: " 'l:-C .f-- -_ "'- 31 ___ __ _ ""dL. ,2.61, -- -J:-~ ~~ --=---_:,~--.-=-~
'r.-- ___ ____ ______ _____ ~i)<-O. .___ ____ _..___ ____ __.___ __ ___ x~'O~__ _, _,... _____ ._ ____ _____ _~ __ ___.,...,.>-?~\ ____ ~_,- 'j" _____ __ _____ _ r --f":~ ____~-- ___ T~t T \,'0'0:_ ')____ ____ __ ___ __ ___ __ x'01-'O' ~t~~~,ti~...~.~.~...~... --,'$>..... . . ,~'il'O )\~\(,ro.\1 ~,<_O'0 ?- ''0 \'0'0 ;l?\'?~ - --- -,-- - ---- __~t: --tl-:.':>..- - ';- - - -- ~- '---<,~ <--
~~~~~-~~c~;d~! _4__.~~-~~~.~.~-~~--~: ~~~~-~-~-'~~~~~~~~.--~~~~~~.~~~~~2~D=~~-~--~=~.=====~-_~-i' ;:~~~~;~~~~~-~~~:~~.~~~l~-~~~=~~=~=-~==~~~==~=~=~~~-~~ ~=-~ '=~~~~~_'.~~~___ ,,~_..
~ ,
0?'O'1 \-~JORTH-SOUTH CENTERLiN~{)F SECTION 'N... - ----:-, ,';-}:''' -~-- fl- r () ~I ?'1' 0\"" ,,'0 CA1C,~ ,j,\SiN III
(liNE USED FOR BEAi~l~jG f.1ERIDIN~) ~ ,..'" ~ ;t:,~5" ~ ...... I 0~ INSTALL 117 LF VALLEY 0\rop ~i ~M;,~I{~~~- II It () :\ 0 0\?'
.. ~ " "\~jo,, X I~~r~-!/gu:fa ~,; ~~T CURa & GUm". . II I~,~T:'+/~I)~~ ~:~~T
_ ~ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _..- _ _ _ _ _ _ _ _ _ _ _ _ _ _ .)~ _ _ _ _ _ ~ ~ ~.L _ _ _ -r J$:._ _1t'!.9EX Nt). .300 _ _ 3.3 _ _ 32 II INDEX NO. .300
'\- -
Em
\ \
\\,' ,~~,
6::
. W
o C)
i"l )..: 2 ;'2 ~
II ID 0 <( l-
. if) ~ -)
~~~ --)
<( <( 0
00:::0:::
VJ 0 Q
()
z
,- C'~ ~
o 0 "'"
o " ...::
0::::
lOw
'Ii:: N Z 0...
. r"") .. C::J
--'f'-..W
~ ~,-
Q 0
~~ ~
'. lEg..", j'?J ~ ~ 0::::
o ~ C-j ,'. ".' '" ~ ..0 ~~
~o,' ."f' ,. " 0 . Z
:< :n ';; l~ ~'~I" '" J) r... ..>
8Vl~ ';' ,-' ~r.J ~ ~
':.-~"--->";J)' .;) [!]~ ~ ....J
&fJj~;'~.\ '\: \"z :dCi~g w
t)~~\l~""t'9'l'~ 8~a-~~" 8:
wgitf .! ~ r 1>1' ~ -
t!J ' ~ ~ ~ ... ~ ,':.!.U c~ B ' CJ::
-.- ,<(., ...--\- 'r. -' ~o D
5-,,---..i ~ ~- : "'1Ji ,Vl ~ G ~
z~~. '~.' 'l:~ ,Yl Vl 15 ~
)- " ..,., " '5 ,ilj Ci
<c;l.;)~ -,-t!/-L"'~ :.Jw~.~. ~'
~~~ /~.) ~ ~cr;1=;"'( 0
I;;! F!j" t D."': _ 0 < . ~ l.1-
31: L:. ,~ -" Z:J )-.(
Ci "I" 0:< [l) 't.) 0
a..8~ ~ > !J: W
O:l !J: W -< f-- F=:::>
woo -") ~ [5 r..n
.1:05 - t) r..n'
F~-<
.
(J
-;...J'
-=------
---
CI)
CI) ~
~ 0.)
0.) ,~
" i)')
,~ c::
~ 'JJ
fJJ .....
~
,~ ~
~ 0,)
~ ~
..... c::
f-.;: i')
,~
CI) ~
~ IJJ
c::
c::
~~
I'.\: (.)
0.)
.~
CI) -c::
~ ~
l!.l "
,~
." 0.)
I~ ~
(.)
~ CI)
,~ 1j
C.. c::
) ~
~J
---
W
,."~
:J
~
-;...J'
-=------
l!J
:>
>
~
--.I
<(
W
,....~
-/
---
~J
Cl
-;...J'
-=------
<(
,....~
,,.l
iJ)
l"~
~
UJ
:-----
r",J
~
<<
=:)
,-I
J <(
-1 )< r)
< < UJ ;:;;:
---'---'--"
l!J ~ CJ
-.-: rl. ~
>t!..
UJ~ __
:---. J r"'~
<< (J UJ
~
r"~ l!J < (
CJ03
r). ______ ,."~
r"'~ tL <(
CJ tL UJ
<..J CJ ~
()
iJ)
r"~
~
UJ
:-----
CJ
CJ
-r
----=--.tI
S
H
E
E
T
N
I)
N
(.0
'.0
'.0
I
o~~
OOJOJ
,- (.0 r--...
I]) .~ r--.
~~~E
VJ (~ r---. 0
."'2 ......... ()
'0" L X r.:n
02 0 C
ow..w..1])
0::: -0
c: 0 '5
~ 00 0
I]).ClLO .
-C601~
8Ir:h~
oE:?2
00
~QR
N
r---.
Qj
f-
-;...J'
-=------
<(
--.I
"'.
w
(~
<(
~
---
<(
,....~
d
.;;j
(~
-;...J'
-=------
---
r)
<(
,.....~
(~
---
(~
-;...J'
-=------
:5
<(
"'.
~3
()
3:
o
c:
o
c:
I])
E
'"
~
0-
N
~
U)
N
N
o
o
D ~
~
~
o
0::::
o
o
W
0::::
z a-
o ~
r:: Ii
of ~
=:)' 0
8=' ~
r..n ':::::
Z C;
0, 0
o ~
r--
D ~
~
-~
....J
~
Z
l.1-
D
D
::...
:;::
(Q
~
,~
rJ
... '
~
(),
I
: : I :: ::::: ~ : i
I I I I I I I I I I I OPEN CUT PAVEMENT AND
I 1-~';:' W9{M. RES. I I 1-STY. WDTM. RES. I 1-STY.ND.FM. RES. I 1-STY._ND.F!-A. RES. I I 1-STY, \'1DYM. RES. II I 1-STY. WD.F!..A. RES, I \ I 1-STY, WDHA. RES. ! 1-STY. WDP..A. RES. 1-STY, WD.F\t RES,
t ~.,E. \~2,60) I L.F.E. (32.47) I II LF.E, (32.19) L,F.t., (32.04) I I L.>E, (31.78) : LFE, (3155) I I' L.FE. (31.58) I L,F.E. (31,64) LF.E. (31.39) SIDEWALK ALONG DAVID
I ROAD AS NECESSARY TO
I I I I I I I I I I I INSTALL ij" pve PIPE
I I I I I I I I I I I I I I
II L__ --1 i I L__ .-- - - - - - Jill L -- - - -- n - J i~1 L ---- .--- .nJ ~ I L_ n .-....... ..___J ~ r ~l~' J j L n - - --l )1 L --l---1 :.J II ~ ____., ,II ,..__' 1IJsr.)8~.~~
1 ,-- n J t i ~ ; I ~ ~~1~! L _J II L___~ i, L__j 11 i "-------Li'n
i GULF TO BAY GARDFNS I P 850. PUO II : I ! I : '~"l ~ i i ~ ~s~ i l I~: I ,Sii: i3~6~\S i ;
1 LOT U ~ LOT 12 * LDT II ~ r"'~~. LOT 10 il LOT 9 ~ LOT 8, Lor I ~ LOT 6 ~ :lfl(;~~o): LOT 5 I '.--.-1 ,__J I
100'~' 9 5' ~ "-,t *~ I ~ I:;; t I 1'1 ~~. ~ ~ I I I t I I iJ
100' r--'--l: i--l' I III I I ::!; 1-' I I, _,'1000 &: '.'lIRE, I ----;- f L-______....J :1
<j) ,.:>I-~~..-ll ~~I' L_~S.J~ I '" I '", I, L___J ...., I , ;;; I FENCE (NP) , (" ,I SIP ~)..,. I I
o ~ I ~ ': ~ .-1 t ";- t 0 rW!F (~(P) i* 0 .n. ~ t ~ j t 0 ~ L --;-97 ."J ,.: t LOT 4 mos~ G
/1_ __ _L-~L_:-~ s: 1_.1_, L_ __ ______ _~L _~---"'_-- 1_ J!L_ ___'.-__,--.______ ...1__ JI r I '~-~--~-'\<-__ _.J , I, _,1_ __ 1___________ , tr'
r:=J"r:=Jqr:=J.
. .
." "4.,, 4.
, 4.
~ ~
. ~4. .'. '... j 1 6" PVr. S-j CROSSING ;; EXISflNG HOOTEr~S PAR.-<ING I
{,; 7 0":' . '1. . '. 'n!1~f5~: '~~L .'; :0 ~~~~~~~'~} ~~~,~\ '. f~ .. ;,.. [~~') -r:=: 320 LF ij" PVC SS .} 0.1-0% (NE'N P;WED ,-\r~EA) ~~ '
. ". .,"ly.'!I .. INV EL ~ 25.80 V '''' ( b Cf":t>
_J.. .. " ,. ;. ,,' :'. '~j'I'~' ~~1_ ~~ t ..-:~.:. · .' ~1?~~ =~ E;) f ~! 1 rl .. ~
!
,~
-. .......---.E--~ '....--.x
0' .30' 60'
rr ..-r ..-' r-- ,
SCALE: 1" = ,30'
I I
, I !
I 1 -STY. \VD.FM. RES. I
! LFE. (32.38) I
I I L I
I ill I
i! I I I
'J * LL_J--L----J
I~
I
1*
II
: I
I
I I
I ! II
L___________...J *
I
I I
I I
I 1-STY. WD.FM. RES I
I L.FE, (32.19) I
I I
I I
I I
L___________J
I
I
*
l
I I
r LOT 15 *l
I II
: * t t
II II ~ Il
* * j r cu. (TIP) ;1
coJL '''-or .... ~ .'. .->-~.'" ..L ""'y .~.~. ~ .~.>< _ .""..-i'
I ,~~~
1-5W. e.B. RES,
L.F,E. (32,84)
*
L_OT 16
LOT 14
.......
~l
."
"~
-(~~ ~
,~~"
(
.~--
~,>>
~-'
STor~M TECH SC-..31 c)
STOr~MWA 1Er~ VAULT
253 C;;AM!.3Er~S HEJ:ll)IHED
(SEE SHEET 11 fOR DETAilS)
~.
.
.
I
.......: .~~
" ~I -rt "'-{~ \
"" ~"'~r"'T~;'-.~"/~"'-1
" .~~~jc ,0iJ'! \. .<
"~,,/ '~1~O~ '_/ ~ ~l
~;fi~~I,,, SI'
~y " 7~/A.' I> ~
"'" (v jc" 'I' ~ '^'- :,
""'/ jc I), ,~ '1.~'f'~
O/~"I)~, "~'C)I'!'i)'~(/, I
o /. ~r1 , ....... ~ /';}) '"
"'- t~.f0(.;'-"" ~.. If), "'-:
"'- ?;.~ '-f. ",- .
~ ~g~ A ~ "" , I '"
''0 Q ~.~ r
o~ 'dli'!f,; ....... .
~Q.s """ i
~ . ,
~ '17S ~ :
'~, "....... k
'G' '''"
')'e.
~ f~'
:1 ~:
.'1 I 'i-"
~~ >1
,"
~~
pr~OPOSED
TWO STOr~'( OFFICE
:.30,000 SF TO TAL
11-,025 SF 1 st FLOOr~
15,9}5 SF 2nd F'LOOr~
BUILDING
<~
o
w
~
5
Q
Z
~
"'.~
./~~
'. .... Of
-
~ 'J::
-,--
,.-
r~
29
J
"'"
J
~~
30
FFE = ..35.00
28
27
a~ ~
:3
r€
~=
.
I
rt
I
)
~
~
)
I.._..----~-~
~-_...----
--r-
-~
-0.-6
-~.
:j~j
.. (j' .
" .
26
, C:XISllNG
CI TY OF CLEAr~WA TEr~
STOr~MWA TEr~ POND
~
28
2" pve \VA lER
SEi~VlCE
.'1
~
-l
-t:J
.;t'l
30
27
r--",
\ \
~--
29
.'
~
{J
{J
.'
~
{J
{J
{J
.l~
~l
-I
- -\ - - -~'-' ~
-NOR~11--S0UTH CEN'ERLlNE OF SECTION 1--z "", ~ ~I .\ I~jl P -r () I~I ,,' .JACK AND BOHE44 LF ,.-) '(')""1.,\",,,,0.
(LINE USED 'OR BEAI;>lr~G I.AER'DIAN) "'- " 'O;.~6" · r . I CONNECT TO EXISllNG 12 '\\ 6- ENCASED pye PIPE \ ..
" 09, \VA lEr~ MAIN \VI 12"x 6" , (,,~ <::., )
'" ,....... ')0'<:-- "'- TAPPING SLEEVE t'-c VALVE ' ,-'lEE DETAIL->dEET 10 II "
"'- ,,"'-, "0)) "'- EXISTING 12" C.I. WA7ER MAJN-i I \ II """
~~~~~~~~~~~~~_:~::~~;~:p~~~~=:~~~~~~~~.~~~~~~=~~~~~~~~~~~-~~~~~~~~~~~------~------
I, ,I f '!l.. \ t-~~ -, "-~--- "~'"'-~."'-~"'" "'- , ~ REMOVf7 & f1'EPL-\;:E \, IVEST 1~/w OF HAMPTOt~ ROAD (CR 144) (L).-i """"
I \ r::rt'1 ) _ "'- ' ~ ~ '",,- "'- r:t+1 ~ EXISllNG SiN AND CUI~f3 '" .------- - Jq,_. "-,
\. t:t:J:j I I) --~.. '- '''"\.. tttJ AS NECE.SSAi~Y For~ \ I "'"
'\ A I I) ~-'r~" "'" ~ DI[~ECT1t)NAL BOHE '" PI~OPOSE.D 24" RCP STORM
\ \ , "-... ~ '" "'" '.
(r -
ION ROAD
HAMP TON r~OAD r~/w VAr~IES
s-r. p;:::-r;::::ISUlJn(] '~'J:\-r;:::n
r U:\NS.'JIISSI()N .'JI:\IN N()-r;:::S:
THE CON lHACTOr~ SHALL CON TAC T fHE PUBLIC U fill flES DEPAr~ TMEN TAT
727-89.3-7261 TO SCHEDULE A CI TY FIELD r~EPr~ESEN TA llVE TO BE ON SI TE
Dur~ING THE CONSmUCllON WOr~K VvlfHIN THE CI TY OF Sf. PETEr~SBUr~G
EASEMEN f.
NO WOr~K IS BE INI TIA TED WI THIN THE EASEMEN T WI n-lou r fHE pr~ESENCE OF
A CI TY OF Sf. PETEr~SBUr~G FIELD r~EPr~ESEN TA nVE.
NO HEAVY EQUIPMENT WILL BE ALLOWED TO lHAVEL ACHOSS/OVEr~ fHE
CI TY'S mANSMISSION MAIN Wl fHOU T PROV1DING pr~OPEr~ pr~OTECTION TO 11-~E
lHANSMISSION MAIN VIA SPECIAL EMBANKMEN T COVEr~AGE,E Te..., THA r IS
ACCEP TABLE TO fHE CI TY. THE CON mACTOr~ IS r~EQUlr~ED TO pr~OV1DE 11-~E
DEPAr~ fMEN T OF PUBLIC U T1L111ES AN AS-BUILT OF THE PIPE pr~o TECnON
SYSTEM PRIOr~ TO USE; AND HE/SHE IS r~EQUlr~ED TO MAIN TAIN I T AS PEr~
11-~E AS-BUILT DETAIL FOr~ THE Dur~A nON OF 11--IE pr~O,jECT or~ AS
NECESSI fA lED.
NO HEAVY EQUIPMEN T WILL BE ALLOWED TO mAVEL BACK AND For~fH
ALONG THE EASEMEN T Ar~EAS, WI 11-~OU r pr~OV1DING ADEQUA TE pr~OTEcnON
TO THE mANSMISSION MAIN VIA APpr~OVED EMBANKMEN T,Gr~OUND
S TABILllA nON FABRIC ETC..., V10LA nON OF fHE cr~ITEr~'A SE T For~ ll-l UNDEr~
n~ls PEr~MI T WILL BE Gr~OUNDS For~ n~E CI TY OF Sf. PE TEr~SBur~G TO
r~EVOKE THIS PEr~MI T IN I TS EN nr~E 1Y.
ALL EAr~ 11--1 wor~K INCLUDING fHE r~EMOVAL,r~EPLACEMEN T AND
COMPAcnON,OF SUI TABLE SOIL IMMEDIA TELY AD,JACEN T TO THE EXISnNG
WA TEr~ lHANSMISSION MAIN SHALL BE BY HAND.
ACCESS MUST BE MAIN TAINED OVEr~ 11-~E EN nr~E EASEMEN T Ar~EA DUr~ING
AND AFTEr~ CONsmucnON OF n~ls pr~O,jECr,SUCH fHA T fHE CITY OF Sf.
PE TEr~SBUr~G MAIN TENANCE cr~EWS HAVE EMEr~GENCY ACCESS TO ALL Ar~EAS
ALONG fHE EASEMEN T TO CAr~r~Y OU r r~EPAlr~s ON THE mANSMISSION MAIN.
11-~E CON lHACTor~/PEr~MI r APPLlCAN T PEr~FOr~MING n~ls wor~K SHALL FULLY
r~ESTor~E 11-~E EASEMEN r Ar~EA DISTur~BED TO A CONDIrION BE TlEr~ or~
EQUAL TO THA T pr~EV10USLY EXISnNG,INCLUDING fHE RESTor~A nON OF SOD.
,
,
,
,
,
,
,
,
,
,
,
,
,
6" pve (Dr~-H)~
Fi[~E SEVlCE
6" GAlE VALVE-
FIi~E DE.PT. CONNECllON-l
' 6" DOUBLE I
" DE1ECTOI~ CHECK~
\ VAL ~. ASSEMBLY PROPOSED
" 1 ~)>. ~
'\ 6"x 6" lEE \'~ ,1~
\", i t\~ \ ~~
\ FIRE HYDr~AN T I f - 1) '\J 1\"-
'" ASSEMBLY \V/~ {/ ['" l'~
, GAlE V,~LVE ,t EXISTING RI(~H-Of-'^,AY
- ~ ~.~ ~ -::7 ~ .~-;-=: ~ ~''':- -=-~ '-=-=-
. 2",. COHP. .ST~P . . EXiSn'NG 4" S/N~q'f' '. ,
'. · ~ E~l~}~r~ ~4~ ~t ~12~ jg:~ 4~ ='~ ~~ '
6': ,~~_~}:/~.:; '~l _~~X!~T ~..cl~~~_~__=-_q
~1,__\ ~ __L __: ___:__~____ __
1~" DO~v1ESlle
WA lEr~ ME1Er~
WI RPl
pn()p()s;:::o S:\Nrr :\U'f S-rUlJ(;rlJu;:::s
S-1
SANlrAr~Y DOGHOUSE MANHOLE
r~IM ELEVA nON = MA TCH EXISTING Gr~ADE
INVEr~ T ELEVA nON (N,s) = 22.91 J: (EXISllNG)
INVEr~ T ELEVA nON (W) = 2.3.50
S-,3
SANI rAr~Y MANHOLE
RIM ELEVA nON = .34.10
INVER T ELEVA nON (NW) = 25.63
INVEr~T ELEVA nON (s) = 25.58
1" IRRIGATION
'NA lER ME1ER
'N I RPl
S-2
SANI rAWf MM~HOLE
r~IM ELEVA nON = ..31.45
INVEf~ T ELEVA nON (E) = 24.20
INVEr~T ELEVA nON (N) = 24..30
'1'1 :\-r;::: U o;:::-r 1\IL
NTS
II'I'I(~ll (;U()SSIN(]S t)()-r;::::
WASTEWA TEr~ MAINS SHALL cr~oss UNDEr~ PorABLE WA TEr~ MAINS,
WHENEVEr~ POSSIBLE. 11-~E MINIMUM VEr~ nCAL DISTANCE BE TWEEN MAINS
A T A cr~OSSING IS 13 INCHES. THE cr~OSSING SHALL BE Ar~r~ANGED SO
nM T THE WAS1EWA TEr~ MAIN ,JOINTS WILL BE EQUIDISTANT AND AS FAR
AS POSSIBLE FROM THE WA lEr~ MAIN ,JOIN TS.
S-r():h'JI'I'J:\'r;:::u (;U()SSIN(] 'r :\UL;:::
II :\ II
BOTTOM OF 13" r~cp STor~M = 29.65
TOP OF 3"' PVC SANI TAr~Y SEWEr~ = 26.65
CLEAr~ANCE = .3.')0'
IIUII
BOTTOM OF 15" RCP S Tor~M = :30.23
TOP OF 3" PVC SANI TAr~Y SEWEr~ = 25..30
CLEARANCE = 4.98'
N()-r;::::
CON mACTOH is r~ESPONSIBLE For~ VEr~IFY1NG LOCA nONS, ELEVATIONS
& DIMENSIONS OF ALL EXISnNG UllLlllES AND SHALL NOrlFY THE
ENGINEEr~ OF ANY DEV1A nON Fr~OM THE PLANS pr~lor~ TO Pf~OCEEDING
Wl TH ANY pr~OPOSED CONSmUCT"ION.
II (~!I
BOTTOM OF 6" PVC STor~M = 27.40
TOP OF 8"' PVC SANI TAr~Y SEWER = 25.,35
CLEAr~ANCE = 2.05'
'J f!
I
1____ _J
I
I LOT 3
I
L _ _'"
I
I
_ L
tJ
rr=-~
II
II
~ I
w
.:l!
~ I
...J
q:
:r:
n.
~ I
/=c
I
~ rr------ -
II II
~=V
~
w
::li
w
~
n.
rr:---- --
C -=---~
-ll "
r>:
II .~
II 5!
::;)
I U
I u
II 8
II )..,.
II '?
....,.--J
II
- ~ '.I4o.P--
II
II
I
~-j
,,.--- -
ir
II
II
\\
~
..::::..-=-:=:= == == ==
~
~
0(
:r:
"-
co
q:
ASPWALT PAVEME~T
_-D._
EXISTING SIGNAGE
EXISTING UTlLlf( POLE
EXISTING GUY W/ Wlr~E
EXISTING WATEr~ MAIN
EXISTING SANITAr~Y MAIN
EXISflNG OVEr~ HEAD WIRES
EXISTING CHECK VALVE
'Q..>
- - -~}
;ll
><J
EXiSTING GATE VALVE
EXISflNG Flr~E HYDr~ANT
EXISflNG r~EDUCEr~
EXISflNG BLOWOFF
EXISm~G WATEr~ METEr~
EXISrlNG SANITAr~Y MANHOLE
EXISTING SANITAr~Y CLEANOUT
SANITARY SE.VVEr~
PHOPOSED CL~\NOUT - CO
PROPOSED STRUCTURE NUMBER
PROPOSED GATE VALVE
-6
C><
o
[J
o
o
5S
.
CfiD
;.
). pr~OPOSED Flr~E HYDr~.ANT
> PROPOSED HEDUCEH
) PROPOSED BLOWOFF
d pr~OPOSED WATEr~ METEr~
I 1 pr~OPOSED BACKFLOW pr~E.VENTEr~
WL WATEr~ LINE
!JO HOIJBS U===Fc)Br; DIGGING
"(~ J-\L L S IJ~1 S I-II~IE:"
-1 ~f3 f) () ~ 4 :3 2 ~ 417 f)
TTT T L >-
0
V1 !l)
V1
f-
Z
w
L
L
0
()
0:::
W Z
f-
<t 0
3: r==
0:::
<t a..
w tY:
..J
() 0
u.. (f)
0 w
0
>-
f-
U
0:::
W
Q
>
W
0:::
~r C'.I
0 ~
-.......
0Cl ~
'- 0
~FF _.
0Cl ~FFF '0 d
z
I
a::W>-V1-02V1
(-'
Z
..- N!=
o c
o ........... ~
I c 8J
ii: C'.J Z a..
-;f:2wc D
~ ~..-
Q 0
ci::
~ w
o (e)
i~ ~ 2 ~ '<'-
II lD 0 <t I-
R (j)L-)
~-:-~ -;
<t <t 0
() 0::: 0:::
V1 0 Q
.
lJ
'l
~
~
,
CI)'; .
CI) ~
:;-; OJ
o~ .~
" i:l)
';::: c::
~ rJ~
'J~ ......
i1J
.~ ~
~ 0.)
~ E:
L" c::
....... (')
,~
CI) ~
~ 'J~
c::
c:: CI)
~ ...~
i\: c.)
0.)
~
CI) .t::
"0 c.)
!) .....
0.) ,(
.~
i:l)C!.)
c:: I)..
'J~ ~
C.)
~ (/)
.~ Ij
( c::
.) ~ :
-~ (j ~
. ~ .~
- (')' ~
........~.... ~~
i" ." ...... 'J~ ~
'.. .'. IJ ~
i. (') 11)
....... ~ ~
'J, ''ll
. <:
~
<:
~
~
l)
I.)
....
:-,
l")
.....
~
,. ...---=
:=)
:-----
'l
-"--AI
~
>
C'.I
'.0
'.0
'.0
I
O'0~
~0Cl1?2
'0
'l> ~,-..,
~'0~E
V10~O
:2"--"U
-0"'-><6,
'.;1 2 0 C
ou..u..'l>
0::: ..:O~
~ 000
'l>.QUJ .
-'-cn~
301 ~
().I0'l~
oE1?2
0-
'00,-..,
C'.IQ~
C'.I
~
>--
:-----
~
<(
~
,.... ---=
V
f-
~
~
CJ
c)
~
~
<(
,. ..---=
'''1
lJ)
,....~
~
LU
~
,....~
-=---=----
<<
=>
C~l
oJ <(
r-) )< c)
<( l!J ~
UJ ~ c-..)
-.-: '-'. ~
;;;LL
UJ0 .....
~ J ,....~
<< i.J UJ
:----
,-"'~ UJ <(
c.J ~ " ">
"J ~
'-'. ---- ,."~
,....~ LL <(
CJ LL UJ
i.J CJ ~
lJ
'l
~
<(
~
..-l"
>--
:-----
~
~
~
:-----
:=)
(J)
(...~
~
LU
~
c.J
o
-r
----
S
H
E
E
r
N
o
it
(-'
3
o
o
tY:
o
o
W
tY:
r::
o
r::
(]l
E
(j)
D
~
Q
N
N
cO
ll)
N
N
o
o
N
03
~
~
~
~
z
o
r==
o
:J
!?=
(f)
z
o
o
u:
3:
u
a..
Cf)
LL
~
o
o
N
(")
!:::
o
o
N
(")
r---
(5
~
~
--,
D
.....J
~
Z
l.1.-
D
o
W
:J
(fl
(fl ,
~00 - SA.NIT,A,RY f~M~HOLE iN THiS AREA COULD ~~OT BE
'\, I_OCATED, !~. it~V, (23,16) & S, INV, (23.20) ARE
(- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ ~~\)__ ~ '3HO'N~j 0', CITY OF CLE/\,o;;W;UER UTIUnE.S i,~AP f6~IT~~'y(iir~~?LE ~
'\ - -'-,- ~,c._ n,,,x, 27 N, iNV, (21.14<\ '\ L;;;!
\ , ,~Io" '~-.:::::- '-_ __~O?oO, E, INV, (20.00; ~
"-S;\N!TARY MAt~HO!..E ~,-('). '-. -'" ,,_ \V, INV, (19,95), 0
TOP EL, (26.80) '. ~'O -'- '- -'- '-- . \ ' () D
~, :~~' gig~?~1o ~ "~~~~~?,').) '"-/''' -- '-- "~.- :; ,,~2::JC_ "fYql-~ '!I_~\ ~"'" 1\ 'IE ~JftJE f~' ~ z
,6:::' ":> '" '" ..-_ .:~AN, C-["" '" , "'. ~ 0
2R 'l.1o~ "::::-- ')1\ xi'O~ >:Y 1010':\ ",\ >:Y h ~ ---"m:~~fi \\!O,59':!' >:Y "" '0)1 . a::: F
.. I ":l"''' ~1 ').0' xc.: ~'o /' - -'- ' c.: ' n
,>\le.: '>'-,?,Io I.: lX ,. nX- - I,X - 3 7 ''''''''''E' -~x~~. - W<1:, _
x:.- ...... :c. '0'" , ":l" 10'9 . ,~""', ':\" rv
I ,. ":: ~Io) c: ", ,,'0. ,,0;\ - 'c 0,'" /.- CAN~N'4.N~!~'I,~~LOC4,'1' D)N V--'5 . d LL.
. ~Io')~.--- ,:::;: -_ Io~o, ,::i7 , ~'\.'() rE,a,p, t:'\.'? Ta'?Gl!Jui<'!'d~>; :rt' O~.T.vA'\D '-'-",;? ~
?~'00, -- :::.::: .:f ~.= :..~~(0.\L --h-..-xl~.~ --_ _ _ _ _.' __ ?e~':--J <.01o_319!:!T__-=!:'';'S~{)(mr _ _ _ _ 3t'o-'~ 6 W
I /,~ ~'0"" -;~\'6 u"-c.~~x-h'-~~'~~IoC.~ - - - b"*'~Io~-U:~~m- -- -~Io~~' --- - - 'l,c,~'1~ ~6. ~ 0
I I I I I I I I I I I I I ! I: 29 \", to'" f~:::: "",: -,~~ , ~:::::: ::::' 0 'C<~-fi~~"'-, :,;,;, :::: ;i>"- =: :::: ;.', :: ~
i I I 1 1 I I I: 1 - t'i ,MF;';o ;'S : : 1 -;";: EW~ [2" 4/j" : : 1 - if ,"~ 3 r;'i 9;[5 : i 1 - n ,"1 ,i'o, j" i i 1- if , N~;," i aj" ii' -;";: E "1 J,"" j" i I i 1 - i'; ,w~ J," 58 j" i I: I 1 - i; ,"1;'" 6;;ES 1 - i";: E "1;,"; 9 JES I I' ..' p" ~,,,.,,. ~~ ;~; C:L"ii'~ i)" 2 6 "~ J 6 ~
I I I I I I I I I II II II II I I I I I I I 26 2. '" f:l Co.\) \C'O: 2 7 ~":> .... 1t!
I I 1-STY, 'NDFM, RES I : 1-ST'l, CB, RES, : I 11-S11' 'ND,FM, RES I: : I I ':\' I 1 I I I h'to \)0, I! I I I: I II I' II,,~" :2.'.-:____.v,~,c..^ :X?''':>'':>~6 J.":>":>" ~'toS.~I~:<,s,-----I~(?...--------P:"---28"-?)),~X~1- N-.J
i ~!.r" l" E ("'8) ~: I,", i" LFE (3,: 84) i ~ I ! L F' (3219) i .r' ll'''' -- -1 ii", ll'''' -------""'''-- cl>"~*: ""~ -- -- -- - - <'1>']f ~10' -- --- --- --;*,'~r' ll'''' ------- __"jj0t>{: ri~- __u_ ~.,,:- "''''r ~,"- - -- -- --~L l"r~"'- L ---L ,,[-,:~"'!'" )&''--- -- -, ! ( (' ~.~ _____ __ _ ,"'_' -1"'.".:..\)?ff",,'1 ~ ~. ~ r ~
,\~:c.\)* ~~,~o, r,..o.-'h\'o' 0.i").'o?f ~_____$____-"_,(I\'to,t'~~\). r\\!'\~ ,\~\o, h.\f f"Io~ ~~Io'::\.)..\t ' H ~ 1 ~__J ~ ,'-"--- -*' (t ffi?-#:- J!>\) II f..._ ,.:I\$":>ll II L .:.', -, ~\) I;:: . D
· II' 'L~r "'- ---# I. I · - u uu .- ~ J R---~>> 1 ,~ ~ll ~ I ~ ;~i;;, 1.1 t ", t I '-STY C 8 RES : I ,;07~;'- ~~~,. ~ cH~ '" FF "' ~ "'1 g
f t f I GULF '0 8AY GARDWS ~ P 8 50, PC 6C II II I I "h~"" ~ I I t; _~;;. - -1 I ~ : ,,1 LH. (30.62) : I' I ~~ "" ~ i'" I " w > _ "' _ 0 Z " '-'
1* !_OT 16 ~ L.OT 15 */ I_aT 14J !..OT 13 ~ I..OT 12 Jt ~.OT 11 i.J1 119' LOT 10 11 L.oT 9 ~ I_aT 8 II I..OT 7 ~ !.OT 6 ~ I,C8'(~,E'S,\1 L.OT 5 ~ kl'----l I J 28 ~II '. '\' LOr 3 '::l I ..29 I z
I f. 1 I~I' I I I I I FE .JO 00 I I h.\)"'~ r _ _ $o,~k!,\l>1o 0, <1: cr: .- l"'-i ~
I I i I I II II ,---'- l I V I" -, ! ~ r ?~.,,:> ,(\ 0,\10. it I ~ wOO
*32 t i,1 100'~' ~,6' ~ -(IT i~ : ~ I:; tl tt ":>~ j , .. ~ ~b,\)o,~__..;b\)"t:\)':\\ It ..'k:':..______lo,lo':\ ~ x' \~ - ..k"\~o,C":;? I ~ ~ ,,2 ~z:) v. 0 " ~
I l 100' r-"- -1 -,'-- . I ' I I ::!: I ~ I. _\~OOl) & WIRE I il T '" ['<" I il ~o,}>:y' 'f-'P' f!:~}> J >- I 0: w
I I . I" r----ll i/1;"11 rl//sl~~ I ~ il + II ;!l>.\)~_.,G,\)Io\l ;.,! , ::; (FENCE (1YP) ['" I ~'o\)"':~~ \)":>~~ J, LOT 4 J ~o,)\ >:Y >:Y 11lJ)~ ~t; 'Ii:N Z'o..
* 33 * ~ CL.F (i1P) * ~ ~I,~ II"I~lt')Iot;;:-.,t:: t ~ rW/F(T/P) it OJ tt ~j t ~ , ;kIt) t~~~) OJ t 1'9.4' ~'to T j~ 1 ~I 29 I ~o,~\)--n!1:-I~~c.!'\'0~ I I~::.-~ -; -;~wo D
\.";)10 . 11, 'to I r JiO I )?,':'O_n~":"'-P,rl). ~ Sqf)..'20'1,3"E 11,1 1, / 11,10,'0\" _ ____U~Io~ __, __ ___. ___n -.p~\':\ 'Ir.':\ 612.61 '^I?~ -~-~\.---\.---">,.- _~.~___,)___.,,=--=,,-::=...:.:=__,~o,o,'o _ t2-1_-"--'''---'')~':-'''''~.'''Li~''_____'==--=n_',_ ..,-..81':\\ F- ...ci';E.~ L...: f-4 _ .-L () a::: ~ ~ :::;:..-
==-1:; -'~~r~{:.' '~2:~~Yj~;-----=---~" .-:;~~~..!~.., ~ -..-.y..::~y,.;t:;':"'7'i-:..':"~.'" ~~"~;'}~~f,- h"'i$;<," -;;~ ;~~~.. '--'" -"#i-~'" 'j~..:;-""-.."c~_.,,,. ~~,.~' >7_'" m ""_c., '~r" '\,,:>-"" _O'C.,. '''-'''''r'''' ",d"" --... --.,. - --..., -~- ~',; ~ji'''' -;,:' ;,~;;--'''' ~"T~'''' ;,~;~" ~,;~;-:. ';''JI-;;;~'~r ....} I 'ko, .,..._:~ 6 '" -1\)':\0., I 2",t~ .l ~'too,() I x~ ~~~~\)~\ L~),~ Jf!:':.'- _nn).\)\)\ is ' Vl 0 0.. 0.. 0
':\';~ 32 " 9::1.' I 32 'to,\) '(\2 "" ,~~o, ,,~"''o'~ 30 23../' ;\23" \27.0 'I 00 1'f [t:>'0~":l ~ P C'<l R '.II. >-
0, .",~.Io ' '01 'L:lo, 31 /~'88 2'4, ...~'to\ '~\)' o'to 30 ~I~~ 11"1 II ,tfg l"'~ln ~ ~
(). .c~-. '35 ~2.,'to ',1,..,,:> ~~105 ",1,.., ',2~0,\ 21>-:1' 2n,~L~20X'\)- ~o,\ J i!1\) i,fI"l I~o,~':\ ~<6~~.""1 . , IQ ~ '~Z
. ~4'" -.L.,v 103,~ " . ~'76 ''Argo V v ~'''\k '7~~,-A,~\) ~,},':\ ~\\) eO'Jif] ~?:p",,< ~ .~;:,~'" \'i ",If) t!lp,:; 1:
gl ~ ~~ ,~-~"\ ,'.[jLO,90, ':\\~C4 ,,, "'7P"12~\7 193,~ 221~J:"!:~~i2 ?-o,'0!'\ 29 ~'0 ;,'f~:."., '~~.."!7!'\o, 30 I -(J'.)-;~..0d----'~'-----!!:::_ ~-v",,, " 8~'~,,-'~~," ,; . . ~[,j.J' ~
~. ;iI-" "'('~(~',:" _ , J/ ""&~ .';,( 1:5,~ ,'If" m~f' 30 .V'" ~~I' ~~ " 10' ~p,pO) ~~ --~ EC~~U~ ~S~~I~~~ EXrSl\~1;' 6'~~~~{S~,~, ~ .~~~~ ~.
I' ,'f ~'(1~5 ''I'' '.'''1 /, 5 · · ~ * '" ",' .~" 19 " ,< ,;.". 0'" m -:11 lo, ~~ ~o,9 ~ ~-:,~ [:h- ~p': ii' 8 ~ ~: 0..
,,: ~,:\,,:>':\ 97,~f\~~);~,~~~5 111',"" ,,&,, " .", P2A J,,' ,p~f' \~" 191;~f' '95~f" 233;,~\)'o ~o,\)":>X ,('too, '. ~F'o,\)\'l~~ 0\)~":l o. 1\)'0':\ ^ ;' ~~_vi~ \r;g ~~~~ D
. , " V ,,,"\l~11i3 ,,~~))"'. ",0., ~"\ ","> x ?0,"1 i\~!^ , _:"",",_, .l ~ t3i.3 -<
"""I x 1~Oi\ ,pl,\) 17S',''AIo\ 4184 ...~\),:\;~197 228~* o,:Jo :}~ l~ ",,:\'0\ X,:\\)~1 ':\\))':\X f~0"-'-) ,.",~'to~V1f0,,'o ~ ~a~:~t,/ '~~~i5~.
~: 0':\':\~ .~.\~ 120;f":>''f V1<14 " f~l'to 196,-, 2271 ~lf~i'S3U;f5' ~\)":l6; l':\\)'~ EXISTlNGPg~n-{~:,gL6r~Jgggo~61~~~1ED\~~~~~ltELOCA1ED I' # ~-II ~ \ J \i'~~ :'-~r); ~~~~~ f:2
, ;, .~. 5 ~ ~ I'D ,)I, 'i . a '~~ ~ 0
" \. !l.oC?". )., r, "V) >:.' !:i: W
'~'" ~ f ~ ~ . , 1 .:?; 't:- ::::::l
114 .. ,,' ,Ii 17l~" ~ r.) P:; (J1
~,(o, 1"90 ~ TO'~E"E")VE.D I z :~'i.,' WO@ L.~.'
,"', 166 Jll). '\",:f:O ~25 0 ,1: ,,,,e 37 w I 9" l' 0... .., IJ1
. ,54, ''A ~? 1'3 '..1. ""t\ ''\I~"-C; 'lI( ",Io'to 'I ~ I ~ J ~.1E'<
<))1. I 56;~ "I!.)' '~'\o, ".A,,.\'~ 'j'\ ~ 123 '81 .c 198, 'i~!'\ 29 ;;:."' - 0 ,1 Cl. II ~
co 112 1\ ':\~:'t ,. . r ',A ':\\ f:l ,. x G '9~.~ w 259 ",/1],'0'0 1 .~
5~ ~(j1 ~ "it~:c. nS ~2'~ \I~"6l~\"',,~ 20;< "F' '" ":;'S >", 0'0' ,-,' :~ ' 253~~f' ~ '" 1,~7~~ o,~\ i II.~
" -----"".,.J~.oli20'1 ~W...-85:0.0,--1 l' >", 'il,c'~;S ',:l"'" .", 2>0 ~~ _ .~' ,..-",,'., 30 r if.', ,1ff!'''''%2 ~ "" ,0" ro~~l4!~-=- ._. \"0, :J; ~':\ (2954)_~0,~
" ^' .. ,''I>,. " / ' ;l'O m ~. '" ." R 11:"'--X~ --x-- -"'k - -,~--< ",,- x-- -4'" ,.,x -- -x -- C2,l'>.~v-'" -x -_x- -x- -- <-- --"- --<-- .-4-,>1 P o?-"J / '"'Ji''''' - -::>. '" " - f''-' - }o- r-
J ''::'','/ '~11:-1r>O,(' S89'SK26'O.90'0'f;- 5~Y\~1 ~.~~ '.~~':\:~n~ ',,1~2~'to ...~<)" *\) '-CLF (ryp) ::3'8~ 22\1~ $)'''5 ..;p~~~'C),it. ~~.fiJ 30 ;,1\)~1 x-' o..o'~ I II 'II
........ ;;fi:",,- ~~Sl' t, :~~ '"4:~A-)~ ~~\)e2 18,,, '0 . .,.' 31 ~,~ 29 ",,''$; I' I
l")" ';);>''0 '~tfI' /.l~ ~ \. ,~:;,\ '~,~o':\':\ .." '-t.c.~ "~\~ I ,,'~211 .--___'.~-::~- ol '05'...~I~ 28 ~ 'I i/ ~9, 3/'>9 II
cv Ie "'" ~:..'E';. '00'2 '13"IV...J , ...~\!'\.... 17,,, 21, 21' ~,~' .^ 335 ' Z ~9 6'7
Ie O~" ~ ~5' /r>s, ~~ (J V · 136;,,\ 130' 'r;1o * L,~ 47'1~ cay CIS S 59'\"?':\ ?-Io\\ 27 ~1 ~:/ fr~?o,,,,!'\_:, 10\
? ~ ..."y ''.A.-"~ "';,I>~,p' ,'27 ';L:>1o -k'o ~ :;.."t'=-
( I~(,lq.,";;:! ~ G'1.3,08' (C&~A . '41,~ 129"~ /:,\"~ il, ~6~''o~ 16,,", ,;, \() ~ ~t3~ ~ I ~ : :1 ~~ -:::.~ '.--:.? /'>s
"" ,:I~/.l-1-' ~.. *If"~ 'A'c, <2 ,~o,':\.'l', 9 ~ ~ ' ''::'' 1 . i 0: 9.>
","" ?'O1-"6;;-~ ~ ' -;, , '" ~'< "'" '" '5;' ;"0 00' ~.'5 .J,~' 't W,"1 ,~\, i " " " '\ L,f:~uJ"'u- ! ~ II I ~~ " II "
~ "'O-1OJ<;lf'~~ ~! ~ ,"~1 :t;~"O ''';f 5' 41; ~ ~fo "~ 5, t ~t7;T'y.: ~'2<_r~'~~\I:: 1 26 'l,:: ~'1' ,o,~
~)lS 0,,~ ~i ~ '" r;~ 'i; '''~~*'5 ~t' ~~;"8 ~( 205~~" ":(: J :~;~ ~ >,c' "" 3/ I~' ~ ~~~"~- ~ ?'~ I >,cff;/ '\;r\o = =
\)\~.. ~ ',0"5,, "1,, '" · '" I J/ ~ ;",' ,~~ ... ;" J I", 1I11 I >:Y ':\
~ ~ '~ : ~1 ...~;/:t' "~ * ~~~~.>f"~tov, CIS ' ~" f,~'(.~ 312' _ -1 :__.. I 0\)\) 30
72.1JW":l"~ S~.A '" ~ 1:"2;f' ~, ,:\~\,;x'r' ,~\':\ " 1,9-'~ -,- ~-1 ,4'1 '. 0 I ~"~\
.:1l'" .,t- '""" c:Jo 150 2,/ 2,~ '~Io' I 1613 ";i 21-' f~. "C "
'-~. . ~ "" ''-'r5 1,V * I , I" 20 3'" . - 249' - ~ 'I" (.0 *-Io\~ ~~\)o,1 Ii _ _;::,\)':\'!,~ ASf-'HALT PAVEMENT
~ 0., "" ~w F' ~ "" "'Ai\1o .\.f'" 1fJ.r~~. '(~ \I-JP\ (0 .I ~ I 100' ,11;:t *-10\' 27 -f \\\)":> I' -- m_ -"'\,/,
f:lo,o, 70 :,Jif~ 107\ "" ,- 1; ~ ,~.'1 1491 147 ,~ ,.~ ':\ ,:\?,' t SA''Vr.ljT 11" '~Er'OVE "'XJSllN(~ 204 II' V I J~ '--- --- m_ C/D ": 0 13'-~. J,;1l 28 /L-*" II
~~ ~1 "~ ..~ .~Io 0 /.l~ ~ 244 "ff ...~\ L"~ \ oJ ~~ I' '" !: ~ ... --., <I) I'ro / I ;;, "
~ "'!iF ~~. -'f"/> '" I "" "~"\ ~"'", 145 1~} DI~IVE'NA'" AND GU;~f3 203 ,,1;;,' * ).\)'o 7 "1 7 1; (f) 0\)D:c. 29 O<N^Ll s~PUCTUREJ I ~D'?~ ff'>~
\ ~o,\\~ ff:l~o, ;;. r,~ , "" 242. 'I,' .8 "I? ,ff' 20' I 0 ~. ,...< 1 !0b':\ 30 lOP EL, (3093) \'J \'J
) 69 .'\~~ 68 61 , · : v^ ~ ,~~$O tlT.,~' ':"40 ,.if . 0'0 I I 150' I I ;,1 WE'R EL (27 57) 10"- __ ._ _,.._ .__ ..__._ ...,_ ___ .__
~.~ 62.\) fj) . r;} t~&"'S 'i ~ .~\ '''L i).1 "'~} ":>
17 f:l0,1 ,'0 I.X)f' ,'1~h"'~, ~ ",4, ':\'):"", ':\ ~ E~' t /,,:\\7; -*-,11 ,).?,o,..~._ _ _ _37_ _ _ _ _ _ _ _~ _ _ _.':\~ _
(~\Io 67 ~f:l 65ff:l\ 5::,';' ~4 ~f:l\ Jt ~~i''''T0'ttf,i'? ~"~ w,;.: ~ . ~':\'o ,\\)'1 *- _ x- _ x- _ x.. '" * .._ X. ...._ x- "... x- ._ x- -..- x- -- x- .-- * -- r.- ~~._ __ ._J, x- - .x- - .:+ -I" r ? <:, ,0,":> ._ _ ,,_ . . ~ 4
.:Ji6 \ ~ V'. / """ ~.P_,~,{,"'f, ~;~ 0..':::-"~ "," ,.. ~ f" ?,>t '':> I ' .' _ "'0\1::. _~ n_ ,,_ . _ _"_ ~ _ '--
,-10'- ~" -i~ >, '" - ~~!,>I.~ .o,b !" 'O'20'1l."W ~""""""".'; "......... ~y.. 11 DO 00' ':\ I' ~n:_~ \i;; ~ ~- '0'0 \":>\) ,,_ ',':\ ;p\'O~ ___ .- .-;0\....... _,_ _ __ _,_m _ -. -xr- ". <_ __
~'-~-~:~~-~3~~J~-.-..~~~~~.~~-~~~~~~ ::~~~~~~l~'~~!~~~'=.#~~=~--r~~~~~~~~~=~~~=~_~'~_=~%'~~~====='~='
- ,,.... .-.- ...... ....~'?!Y'?':-..~ A., ..... ..- ....-. ....- -'" '~~~i5r" ,,- \~ 2 ~~ -~'~NC'" ;'~~~ (;;-) ~~ '\. _.. 5 ~~O'-:a 66"-' ((S'("W m... . ~ '" \!7 \m E o-~ ' ,jYT' ,;;,r 0/ '''--. ~~ 8 9' 46' 01"W 1 0.00' /!li'11 'Y$J 31 ':\\~? ~ ,<:::",-V ~ ~ :; :?
V ..y , J 0' ~ , " ... _ _ \) "'~
"'" - ~ - ......-.. · m 1 -......., ...... i:;A;I'11 8AS N fll '0" 10":>:::;' ,~ ~\:<: ;,1\)
ION ROAD p" 0",'t[~~~ltS~gui6RCiii,~~~N,if~L;iCT'ON ~ ~~'~",___=c..-..::!__~\~1t!_2_L_ 9=_t!__:,,~~ _ _5ill~!iL~~f;!'QYUl'J2!lli9~~.~~~~_ .{f.. .?~;~)L~~]:~!1_~_1111'h.fl==!2__ __!.:~.mm'_Q. ,.._',7:::::,:70-:::.. . ."..,,_.____ ......._:=::::,7:.-_.. _ m._.~~.___._... m.m-:::,7.~ ;,1\10\;,1\ x'
-~ ... - .....- .. .. .... .C_....~_.___ ~ ------~------------------- .... ....~.. , " "Yjo" X WS/)YG '2" C.' .tAlER '~,N ~~ ~'i~;~ ~~~B U~I fsU ~f~E!.~~f~ ro 32 II ~~~:i~~ y" A%~'~~BEXIS nNG
~~~~=~~~~~~~~~~:~::~~C~:~~~=~'~~:~~~~~~~~i=~~~~~~5=~j~~~~~~~1~~~~~_______~~_~_~~_
1..\ I 010;"--._-\ - t--=--~'- -'='--. .,-~-'/t~r-'''-~oo-.__~~ "" // " WEST f~/N OF HM,~PlOr~ f~OAIJ (CR 1 H) (1_)....J
~~ ! ~ '~ ~ "" ~'
\ '\ t:tJj 1 -" "'" '~.... lip,
\. '\ \ \ I I ---.-::"1 ''" "'- I ,
\.\ :) ~ I~ ....~ ""-.. ,
.- _f-~- '----- -- I
0' ..30'
r-r r-r t' ~
SCALE: 1" = :.30'
60'
~
r~\
,
TREE
TR E.E
TREE fSiZE
TYPE
TYPE
1
2
3
4
5
5
7
8
9
10
11
12
13
14
15
15
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
45
47
48
49
50
51
52
18' 0,1,,1<:
18' OAK
9" OAK
5' Ot\K
4" OAK
12" OAK
8' OAK
g' OAK
7" OAK
10" OAK
12" Of.)<
6" OAK
6" OAK
12" Ot,K
10" OAK
5' OAK
12' OM<
6' Ot,K
12' 0/\1<
10' OAK
26' EAR
36" OAK
6' OM
17" OAK
17" OAK
14' PALM
15" PALM
7" PALM
7' PAW
16" PALM
12' PAU~
4'&10' OAK
6' PAU~
S' PAL~
7' F'ALM
4' PALM
7' PALM
7" PALM
g" PALM
1 0" PALM
30' OAK
9' Pi~IE
6' CHERRY LAUREL
7' PALM
14' OAK
13' OAK
15' OAK
g' P,~U~
14" PAL~
15' OAK
14' OAK
1 0' PALI~
147
148
149
150
151
152
153
154
155
155
31.
36"
27"
28'
13"
31'
10'
10'
1:,1$
15'
10'
10'
1"
7"
14'
151)
IS"
18'
18'
~ 8"
10"
20"
105 8'
106 4'
107 6'
108 r
109 10'
110 7"
1 I 1 20'
112 10"
113 6'
114 S'
115 5"
116 12"
117 8'
118 8"
119 5'
120 6'
121 10"
122 6'
123 14"
124 6'
125 12"
126 10'
127 10'
128 8"
129 7"
130 8'
131 7'
132 (3) 9'
133 5'
134 5'
135 18'
136 (3) 5"
13 7 12"
138 16"
139 6"
140 5'
141 18'
12'
5"
7'
7"
16"
20'
18"
20'
8'
5"
53
54
55
56
57
58
59
SO
61
62
53
64
65
66
67
58
69
70
71
72
73
74-
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
OAK
0;1.1<
Ot,K
OAK
OAK
OM
PALM
PALM
OM
PALM
OM
PALM
PALM
P ALf~
PALM
Pt\LM
OAK
Ot,K
OAK
OAK
OAK
OAl<
O,AK
OAK
OM
OAK
OAK
Ot,K
CiTRUS
OM<
O,A.!<
OAK
OAK
OAK
Ot,K
GAK
O/..K
OAK
Of"K
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OM
OAI<:
Of,K
OM<
OAK
OAK
26"
16"
18"
9'
iQ"
12'
14'
7'
14'
6"
4"
18"
24"
30'
12~
7"
1~'
12"
5"
7"
5"
5"
14'
16"
9'
8'
10'
12"
5"
18"
142
143
144
145
146
rr r
c:
o
'C
IJ)
E
(/)
.:2: >- .
&1 !D
(J :
3:
O. ;2:
o !l.
~. ;$;
o. c"i
o If'
W ('oj
~ ~
o
N
ro
~
~
~
~
z
o
F
o
:::l
~
IJ1
Z
o
o
0:
~
u
!l.
en
LL
~
o
o
('oj
<0
!::::
~
o
o
('oj
<0
r--
6
~
~
-,
D
.
()
'l
---'---II
----JI
~
CI) OJ
~ OJ
OJ ,~
c: 1:f)
'''" ~
~ IJ~
'J~ .....
~
-~ ~
~ C!)
~ e::
, ~
h: ()
.~
CI) ~
~ rJ~
~
~;->
i5: c;
0)
:~
CI) ~
'0 c.)
!) ,
lb "
-~
l:i') 0.)
I~ ~
C.)
~ CI)
~lj
{.... ~
,} '"
.... ....:
" ~~
~l~~
~~i
~ ~
...
~
(..~
=>
:----
'l
----JI
~
:::>
N
Ii)
(0
Ii)
I
On~
S:OJi?2
(0
'l> ~"'"
~n~E
Vl 0 f'.. 0
~ -.--- ()
-0 "" X rj,
CJ .!2 CJ C
Ol.LLLW
a::: ",,' 0 ~
~ 00 '.:J
'l> .D LO .
-""C1l~
"" 0 1 ~
dIC1l~
oEi?2
013
~o..R
N
f'..
'---"
>--
:----
~
<(
lU
(..~
V
I-
'l
----JI
CJ
d
'l
---'---II
<(
::..
~
~
~
<:l
(,j
...
~
()
(..~
11'1
~
~
SiZE
lj)
,-',.-',
~
UJ
:---.
f "'r'.
~
<<
=.)
CJ
r)
<<
UJ
-r
~
'l
---'---II
<(
~
() .
TYPE
TREE
SiZE
TYPE
TYPE
TREE
sr. p~rE :ISUIJUC] '1'1 :YfE n
r:t:-\NS"JIISSlc)N ~JI:\IN NC)'fES:
THE CONmACTOr~ SHALL CONfACf TliE PUBLIC UTlLlllES DEPAr~1'MENf Af
727-89.3-/261 TO SCHEDULE A CITY FIELD r~EPr~ESEN fA 11 'IE TO BE ON SI TE
Dur~ING n,E CONsmUCflON wor~K WI1'HIN l' HE CITY OF Sf. PETEr~SBUr~G
EASEMEN T.
NO WORK IS BE INI TIA TED WI1'HIN l' HE EASEMEN f 'M THOU f n,E pr~ESENCE OF
A CITY OF Sf. PETEr~SBURG FIELD r~EPr~ESEN fA 1'1 'IE.
NO HEAVY EQUIPMENf 'MLL BE ALLOWED TO mAVEL Acr~OSS/OVEr~ n,E
CI TYS mANSMISSION MAIN WI n,ou f pr~OVIDING pr~OPEr~ pr~OTECflON TO l' HE
mANSMISSION MAIN VlA SPECIAL EMBANKMEN f COVEr~AGE.EfC.", THA f IS
ACCEPTABLE TO n,E CITY. THE CONH~ACTOR IS r~EQUlr~ED TO pr~OV1DE l' HE
DEPAr~ l' MEN T OF PUBLIC U fill TIES AN AS-BUILT OF l' HE PIPE pr~OTEcnON
SYS TEM pr~lor~ TO USE; AND HE/SHE IS r~EQUlr~ED TO MAIN TAIN I T AS PEr~
THE AS-BUILT DETAIL For~ l' HE Dur~A nON OF THE pr~O,JECT or~ AS
NECESSI TA TED.
NO HEAVY EQUIPMEN T WILL BE ALLOWED TO mA VEL BACK AND For~ 1'H
ALONG n,E EASEMEN T Af~EAS, 'M THOU T pr~OVIDING ADEQUA TE pr~o TEC nON
TO l' HE mANSMISSION MAIN VlA APpr~OVED EMBANKMEN T,Gr~OUND
STABILlZA 1'l0N FABr~IC ETC,,,,VIOLA nON OF THE cr~ITEr~IA SET For~TH UNDEr~
THIS PEr~MI f WILL BE GROUNDS For~ THE CI TY OF Sf. PE TEr~SBUr~G TO
r~EVOKE THIS PEr~MI T IN I TS EN m~E TY.
ALL EAr~ 1'H wor~K INCLUDING THE r~EMOVAL,r~EPLACEMEN T AND
COMPACllON,OF SUI TABLE SOIL IMMEDIA TELY AD,jACEN T TO THE EXISTING
WA TEr~ fHANSMISSION MAIN SHALL BE BY HAND.
ACCESS MUST BE MAIN TAINED OVEr~ l' HE EN Tlr~E EASEMEN f AREA DUr~ING
AND AFTEr~ CONsmUCflON OF THIS pr~O,JECT,SUCH 1'HA T l' HE CI TY OF Sf.
PETEr~SBUr~G MAIN TENANCE CREWS HAVE EMEr~GENCY ACCESS TO ALL Ar~EAS
ALONG niE EASEMEN T TO CAr~r~Y OU T r~EPAlr~s ON THE mANSMISSION MAIN.
THE CON mAC Tor~/PEr~MI T APPLlCAN T PEr~FOr~MING n,IS wor~K SHALL FULLY
r~ESTor~E THE EASEMENT Ar~E;\ DISTur~BED TO A CONDITION BETTEr~ or~
EQUAL TO THAT pr~EVlOUSLY EXISTlNG,INCLUDING fHE r~ESTor~A llON OF SOD.
6
5'
5"
10'
12'
8'
OAK
OAK
O/-,K
OM
OAK:
OAK
PI~jE
O,'\K
OAK
O/.K
OAK
OAK
OAK
OAK
Ot.)<
O.A.!<
OAK
OAK
f)i~JE
OAK
OAK
OAK
OAK
OAK
OM
OAK
OM
OAK
OAK
OM
OAK
f~APLE
0/\1<
PALM
OM
OAK
Ot\K
PALM
OAK
OAK
OAK
P,~U,A
Pi~JE
Ot,K
CAMPHOR
OAK
O,.\K
OAK
Ot,K
OAK
OAK
OAK
7'
s"
7-
18"
10'
7'
8"
8'
ONE STOr~Y BUILDING TO BE DEMOLISHED
SI TE BOUNDAr~Y LINE
CEN TEr~ LINE OF ROAD
7" ON:'
18" PiNE
20" C/,MPHOR
18" CAMf'HOR
10' OAK
30' EAR
5' OAK
6' O,l,K
6' f,iAPLE
18' f'iNE
is" OAK
12" O,AK
12" OAK
8" O/,K
5' OAK
14" CAMPHOR
14" CAMPHOR
24' PiflE
12' CAMPHOR
10" O.A.!<
30' OAK
8" P..\LM
6" PALM
8" PALM
24" OAK
4' Ot,K
5' OAK
16' Ot,K
6' OM
5" OAK
(2) 18' OM
10" OAK
6" Ot,K
8" OAK
24' OAK
10' OAK
7" CAMPHOR
10" OAK
6" OM
12" OAK
19" OAK
12' OAK
10" OAK
14" OAK
24' PiNE
NOT USEO
255 (3) 15' OAK
256 5" EARTREE
257 48' OAK
258 18" OAK
259 7" PALM
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
OAK
O/..K
OAK
PlfJE
Ot,K
OAK
0,1,,1<:
ON<.
209
210
211
212
213
214
215
216
217
218
219
OE"JIC)Ll"fIC)N NC).fES
OE.'JIC)LlrIC)N LEC]ENO
I~-~
~~-!
1. CON mACn)r~ TO DEMOLISH MW r~EMOVE A.LL
IMPr~OVEMEN TS WI THIN L1MI TS OF DEMOLl nON SHOWN
UNLESS on,Er~WISE NOTED.
2. CONmAcTor~ TO ESTABLISH AND PROPEr~LY FLAG
pr~OPEr~ lY LINES pr~lor~ TO DEMOLlllON.
..3. l' HE CON mACTor~ SHALL U nLlZE SUI TABLE Er~OSION
CON mOL DUr~ING DEMOLl TlON, SEE GENEr~AL NO TES
AND DE fAILS.
4. THE CON mAC Tor~ IS r~ESPONSIBLE For~ THE
DISPOSAL OF ALL DEMOLl nON DEBr~IS.
9. THE CON mAC Tor~ SHALL BAr~r~ICADE THE SI TE AND
CON mOL fHAFFIC PEr~ cur~r~EN T FOOT mAFFIC
CON mOL STANDAr~DS.
10. r~EMOVAL OF ASBESTOS CONTAINING MA TEr~IALS
SHALL BE IN ACCORDANCE 'M 1'H THE r~EGULA TOr~Y
STANDAr~DS AND r~ECOMMENDA TlONS OUTLINED IN THE
L1MI TED ASBES TOS SUr~VEY r~EPor~T PEr~For~MED For~
n,IS SI TE.
1 1. r~EMOVAL OF ALL EXISnNG WA TEr~ METEr~s, DOUBLE
CHECK VALVE ASSEMBLIES, AND GATE VALVES TO Be:
coor~DINA TED WI TH THE WA TEr~ U TILllY (CI TY OF
CLEARWA TEr~).
12. CON H~AC Tor~ TO coor~DINA TE
r~EMOVAL/r~ELOCA nON OF EXISTlNG POWEr~ POLES WI TH
POWEr~ UTILI TY.
1 ,3. r~EMOVE ALL FOUNDA nONS OF BUILDINGS AND SIGN
POS TS TO BE DEMOLISHED.
14. CON mAC Tor~ IS RESPONSIBLE For~ l' HE pr~oPEr~
OFFSI TE DISPOSAL OF ALL SPOIL MA TEr~IALS r~EMOVED
Fr~OM n,E pr~O,JECT SITE. CON mACTor~ SHALL
coor~DINA TE 'M TH GEOTECHNICAL ENGINEEr~ TO
DETERMINE Ar~EAS OF SPOLL MA TEr~IALS, IF ANY,
r~EQUlr~ING DISPOSAL.
15. ALL EXISllNG EXOllC PLAN T MA TEr~IAL SHALL BE
r~EMOVED Fr~OM THE pr~O,JEC T SI TE.
18" ON<
20~ OAK
8" OAK
10" OM
6' OAK
s" Ot'.K
4' OAK
8' OAK
18' OAK
12" OAK
~~ OAK
24" OAK
5" OAK
5" OAK
10" OAK
6' OtlK
4' OAK
10' PALM
NOT US[D
5" OAK
12" OAK
186 8" OAK
187 8' OAK
188 5" OAK
189 8' OAK
190 7' OAK
191 14' OAK
192 7" Ot,)<
193 10" OAK
134 10" OAK
195 8" OAK
196 8" OAK
197 5" OAK
198 10" OAK
199 (2) 7" OAK
200 8" OAK
12' OAK
10" Ot,)<
24" Cf,!~PHDR
8" OM
205 8' OAK
205 12' OA,K
207 (2) 12" OAK
208 (2) 15" OAK:
<(
)< r)
~
UJ ,."~
~CJ
r '...... --.I
:;:;u....
UJ 0 --.
:---. J ,."~
<< <-J t!J
:---
f"~ UJ ..,(
cJ(:J3
r'. ~ ,."~
,-"'~ LL ..,(
C"J LL t!J
<- J CJ --.I
()
~
CJ
2
lU
r)
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
24-5
24-6
247
248
249
250
251
252
253
r~IGH f -OF-WAY
L1MI TS OF DEMOLl nON
'l
~
CJ
----JI
:----
----JI
5. U fill TIES TO BE PLUGGED SHALL BE FILLED WI1'H A
MINIMUM 1.0 CUBIC Ff. OF NON s~mlNK Gr~OU f or~ AS
OTHEr~'MSE APpr~OVED BY ENGINEEr~.
6. TREES SHOWN TO r~EMAIN SHALL MAIN fAIN
pr~o TEC TWE BAr~r~IEr~s DUr~ING DEMOLl nON AND
CONSmUCTlON. n,ESE BAr~RIEr~s SHALL BE IN
Accor~DANCE WI TH cur~r~EN T CI TY /COUN TY STANDAr~DS.
7. HiE CON mACrr)r~ SHALL coor~DINA TE n,E
r~EMOVAL/r~ELOCA flON OF EXISTING UTILI TlES WI ni THE
OWNEr~ OF SAID U TlLl TY. nilS SHALL INCLUDE WA TEr~,
SEWEr~, STor~M or~AIN, GAS, CABLE N, POWEr~ AND
TELEPHONE.
8. l' HE CON mAC TOr~ SHALL LOCA TE ALL EXISTING
U flU flES pr~lor~ TO DEMOLl TlON AND WILL BE
r~ESPONSIBLE For~ n,E DAMAGE OF ANY ON-SI TE or~
OFF -SI TE UTILI 1'IES THA T Ar~E NOT A PAr~ T OF l' HIS
pr~O,jECT or~ Ar~E NOT IDEN TlFIED TO BE r~EMOVED.
'(r '(
It:
98 ~~
98'L
;,
EXISflNG THEE TO r~EMAIN
EXIS1'ING TREE TO BE r~EMOVED
185
n
mEE BAr~r~ICADE - SEE DETAIL
g)
f"'~
~
l!J
:---.
CJ
C,J
-r
~
201
202
254
!~a UOlJHS U;::FC) H;:: DIGGING
/I C t\ L L S U 1'1 ~31-11 1'1 ~ /I
,] ~ ~3 f) f) c..A 4,:3 2 ~ 417C)
203
204
S
H
E
E
T
N
o
GENEr~Al CONS1HUCllON NOlES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM,
2, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN
ACCORDING TO THE BEST INFORMATION AVAIL,....BLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR
SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION,
3, THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCiES PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY
vVORK IN THE AFFECTED AREA,
4, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT
LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF
EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM,
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND,
THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR,
6, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR iNSPECTED PRIOR TO BASE AND SURFACE
CONSTRUCTION.
7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF
THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION,
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION.
9, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL
AGENCIES HAVING JURISDICTION OVER THE WORK,
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO TI1E OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST
AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY
RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE REVIEWED
AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER.
11, AT LEAST THREE (.3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SH,....LL NOTIFY THE ENGINEER AND
APPROPRIA TE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING
DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE
ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE
CONTRACTOR'S EXPENSE,
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON
SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES, IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE
AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES,
13, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE
FOOT ABOVE THE TOP OF THE PIPE, IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM
DENSITY AS DETERMINED BY AASHTO T -99,
14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI, IN 28 DAYS, UNLESS
OTHERWISE NOTED,
15. REINFORCiNG SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE OR BETTER,
16, ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS \YORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR
BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COS1S ARE
INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED,
17, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS,
AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER
OF RECORD, HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR
MAINTENANCE, BY THE REGULA TORY AGENCY AND ENGINEER OF RECORD,
18. CHAPTER 77-153 OF THE FLORIDA STA TUlES REQUIRES THAT AN EXCA VA TOR NOTIFY ALL GAS UTILITIES A MINIMUM
OF TWO (2) WORKING DAYS PRIOR TO EXCAVATiNG. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND
DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS or~ SERVICE LINES IS BY
AN ON-SITE iNSPECTION BY THE RESPECTIVE GAS PERSONNEL, THEREFORE, EXCAVATORS ARE INSTRUCTED TO
TELEPHONE THE RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERiNG iNSPECTION
AND CERTIFICATION, iT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN
LOST DURING CONSTRUCTION, RE-ESTABLlSHED BY A PROFTSSIONAL LAND SURVEYOR,
20, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASP~lAL T
RESULTS, THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITiNG, THAT ALL TESTING
REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION
(FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SAT~:TIED.
21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATiNG APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL
BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS.
UPON COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER,
STATING THAT ALL REQUIREMENTS HAVE BEEN MET,
22, THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND
COMMENCING CONSTRUCTION,
23, THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE
DIFFERENTIATION FROM POTABLE WATER PIPING,
24, THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE.
25, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, THE CONTRACTOR IS
SOLELY RESPONSiBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY.
26, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS cmv1PLETED AND ACCEPTED BY THE OWNER.
ClEA1~ING AND EJ~OSION CONTHOl NOlES
1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED
IN ACCORDANCE WITH THE LOCAL REGULA TORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSiBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO
REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER,
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNiNG ACTUAL CONSTRUCTION IN ACCORDANCE, WITH TH
SOILS TESTING REPORT, COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE
DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCiION.
DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY
FOLLOWING CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE
DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH
APPLICABLE REGULA TIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO
REMAIN.
6, THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMI1S FOR REMOVING ANY EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR
FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST
INFORMA TION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE V,....RIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR
ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR SHALL EXERCISE CAUTION
WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY.
ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY
COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS.
ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE
CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE
FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE
INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO
DEMOLITION,
10, 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 PROGRESS.
11, ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION
AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
12, WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WiLL BE RESHAPED, CLEANED OF SILT,
MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO
PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS, IN
ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS
WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER
AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL
DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE
ENGINEER AND/OR AUTHORITIES,
14, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE
AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS.
15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM,
WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE
EXISTING LAKE SYSTEM OR RIVER, A SETTliNG POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER
OF RECORD AND LOCAL REGUI_MORY AGENCY PRIOR TO CONSTRUCTION.
PAViNG, Gi~ADING AND Dr~AiNAGE NOlES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I,E, MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN
ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY,
DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED
AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE
BRACING, SHEETING, OR SHORING, AS NECESSARY, TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES
ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED,
3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES
SHO\^IN TO BE SAVED, THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION
CHANGES,
4, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN
TO THE OWNER'S ENGiNEER FOR APPROVAL.
5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOiNT MATERIAL WITH SEALER, AT ABUTMENT OF
CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FOOT
STANDARD INDEX NO. 17346, PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES,
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION
AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS
UNDER FLEXIBLE PAVEMENT DETAIL."
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS".
9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON
PLANS,
10. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS
OTHERWISE NOTED,
11, PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES, PIPE LENGTH FOR
MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE.
12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20
LOADINGS,
13, THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHiN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND,
14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
15, UNDERCUTTING AND/OR OVEREXCAVATING THE RETENTION/DETENTION AREAS WILL NOT BE ALLOWED,
16, THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND
SURVEYOR, THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWA TER
FACILITiES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES, THE CONTRACTOR SHALL
PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE
STORM WATER MANAGEMENT SYSTEM. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMEN1S
1. THE STORM DRAIN AGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48
HOURS IN ADVANCE TO SCHEDULE AN INSPECTION,
2. THE CONTRACTOR SH,....LL MAINTAiN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT,
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER, TES1S
WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGiNEERING CONSTRUCTION DRAWINGS,
UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER
STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
\VA 1 ErVSEWER CLEAr~ANCE Rm/jlr~EMEN1S
VERTICAL CLEARANCE AT CROSSINGS:
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING
SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND \YATER JOINTS WILL BE EQUALLY SPACED FROM THE POINT OF
CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOIN1S, WHERE THE MINIMUM 18 INCH SEPARATION CANNOT
BE MAINTAINED, THE SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
POINT OF CROSSING, WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE PIPES
SHALL BE CENTERED AT THE CROSSING AS INDICATED ABOVE, AND THE WATER MAIN SHALL BE PLACED IN A SLEEVE OR
ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL
BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN.
HORIZONTAL SEPARATION BETVVEEN PARALLEL LINES:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY mOM ANY EXISTING OR PROPOSED WATER
MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE, IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10
FOOT SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDiSTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN is AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED, FORCE
MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTiNG OR PROPOSED WATER MAIN.
SANITARY SEWER/RECLAIMED WATER AND POTABLE WATER/RECLAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER
LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER
LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER
POTABLE WATER MAINS OR SEWAGE COLLECTION LINES, AN 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT
CROSSiNGS, WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON- PUBLIC ACCESS
IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10 FOOT Hor~IZONTAL AND 18 iNCH
VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND ALL EXiSTING OR PROPOSED
POTABLE WATER MAINS. NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAiN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES
THEMSELVES, NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS
STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) MAY ALLOW DEVIATION ON A
CASE-BY-CASE BASiS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER, APPROVAL FOR THE DEVIATION MUST BE
OBTAINED PRIOR TO CONSTRUCTION.
'NA 1Er~ SYSTEM NOlES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICA TIONS.
3, CONFliCTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE
WA TER liNES AS NECESSARY.
4, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50 (AWWA C 150) AND
ANSI A 21,31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE
WITH ANSI A 21.6, A 21.8 OR A 21,51 AND SHALL BE MORTAR LINED, STANDAI~D THICKNESS, AND
BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71),
5. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110
WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH
AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR liNED AND COATED IN ACCORDANCE WITH AWWA
C-104,
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS
TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS.
8. Al.L PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900, PIPE SHALL
BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. WATER
MAIN PIPE LESS THAN 4" SHALL BE PER ASTM D2241-89.
9. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE
JOINTS,
10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE
REQUIREMENTS OF AWWA C509
11, ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY
THE LOCAL UTILITY AND FIRE MARSHAL,
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN
ACCORDANCE WITH THE LOCAL REGULA TORY AGENCY CODES, PLANS, AND SPECIFiCATIONS FOR
CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL
AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINA TED THROUGH THE LOCAL REGULA TORY AGENCY,
13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A
PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS ON ALL WATER
MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD
DRAI'IINGS TO THE ENGINEER,
\VA lER SYSTEM lESTING AND INSPECll0N r~EQUII~EMEN1S
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND
VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE
OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT
SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48
HOURS IN ADVANCE OF PERFOR!v1ING TES1S.
2, CONTRACTOR TO PERFORM CHLORINATION, BACTERIOLOGICAL SAMPLING BY THE LOCAL UTILITY
PERSONNEL OR LOCAL HEALTH DEPARTMENT PERSONNEL WITH ANALYSIS BY A STATE LICENSED
LABORA TORY TO OBTAIN CLEARANCE OF THE DOMESTIC WATER SYSTEM. COPIES OF ALL
BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER,
3, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED INFORM A TION
REQUIRED FOR CERTIFICATION OF WATER CONSTRUCTION, THIS INCLUDES PROVIDING BACTERIOLOGICAL
RESULTS WITHIN 15-DAYS OF TESTING ALONG WITH THE REQUIRED CERTIFIED AS-BUILT SURVEY,
SANI fARY SE\VEH NOlES
1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2, ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE,
SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS.
3, ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
4. P,'iOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR
APPU~TENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTiNG CONNECTION POINT
AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR35,
INSTALLA TION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM
SPECIFICATION SECTION D2321, ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6, AI._L PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A
MINIf"UM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE
SHOULD READ "FORCEMAIN",
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI
A21,51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN
ACCORDANCE WITH ANSI 21,6, ,.... 21,8, OR A 21,51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D,I,P. ARE TO BE
POL YLiNED OR EPOXY LINED,
9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
10, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A
PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL
SANITARY SEWER MAINS AND SERVICES, THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER,
ITEM
TEST TYPE
Embankment
Maximum Density
Optimum Moisture
Field Density
Ut i lit Y
Trench Backfill
Under Roadways
and Structures
Maximum Density
Optimum Moisture
Field Density
Backfill of
Structures
Maximum Density
Op t i mum Mo i s t u r e
Field Density
Subgrade
Bearing Values
MI)x imum Dens i ty
Optimum Moisture
Field Density &
Thickness
Base
Bearing Values
Maximum Density
Optimum Moisture
Thickness
Field Density
Gradation
Atterberg Limits
Soi I Cement Base Mix Design
(To be used if Maximum Density
separation between
SHWT & bottoln of Opt imum Moisture
bas e I s < 1 ,5' ) C omp res s I ve
Strength Specimens
Test Cores
Field Density &
Thickness
lESTING SCHEDULE GUIDE
TEST I, D,
AASHTO T180
ASTM D1557
AASHTO T191, T204
T238
ASTM D1556, D2937
D2922
AASHTO T180
ASTM D1557
AASHTO T191, T204
T238
ASTM D1556, D2937
D2922
AASHTO T180
ASTM D1557
AASHTO T191, T204
T238
ASTM D1556, D2937
D2922
LBR - FLA, D.O,T,
AASHTO T180
ASTM D1557
AASHTO T1 91, T238
ASTM D1556, D2922
LBR - FLA. D.O,T,
AASHTO T180
ASTM D1557
AASHTO T191, T238
ASTM D1556, D2922
AASHTO T27, T98
AASHTO T90
ASTM C136, 0423,
REQUIREMENT
N/A
95% of Maximum
Density
N/A
95% of Maximum
Density
N/A
95% of Maximum
Density
LBR = 40 MIN,
N/A
98% of Maximum
Density
LBR = 100 MIN.
N/A
FREQUENCY
Per Soi I Type
One Per 2,500 S,F.
Horizontally'" ;
Alternating Lifts (12 Inches)
Per Soi I Type
One Per 2,500 S.F,
Horizontally'" ;
Every 2' Vert ically
D2922
At least one for each pipe run
Per Soi I Type
Every 2' Vertically
One Per So i I Type
Check Point LBR at
500 L,F. Horizontally
One Per So i I Type
One Per 2,500 S.F.
Horizontally
One Per Source or as Mt I, Changes
Check Point LBR at 500 L,F, Horiz,
One Per Source
98% of Maximum One Per 2,500
Density Horizontally
Per Speci f icat ions One Per Source
0424
S,F.
Portland Cement Per Specifications One Per Soil Type
Assoc, Specifications
AASHTO T134 N/A One Per Soi I Type Dai Iy
(Standard)
Po r t I and C eme n t
Assoc, Spec if i cat ions
Po r t I and C eme n t
Assoc, Spec if i cat ions
AASHTO T1 91, T238
ASTM D1556, D2922
Asphaltic ConcretMaterials Qc:'Jlity AASHTO T164
Bitumen Content, ASTM D2172
Gradat ion
Field Density ASTM 02950-81
Los Angeles
Abrasion
Thickness
NOTES:
AASHTO T96-77
ASTM C131-81
N/A
300 PSI at 7 Days One Set of 3 Per Soi I
Type Da i I Y **
450 PSI at 21 Days One Set of3 Per Soi I
Set of Compressive "''''
95% of Maximum
Density
~TT
>-
IJ)
c,;)
3:
a
a
~
o
o
w
~
C;
o
'C;
(J)
E
rJ)
o::w>-(/)-OZ(/)
6::
W
C)
~,,;>~y:
. 'CDO<l:f-
/' U1.:2:-)
" - z
:::J =: -?
<l: <l: 0
00:::0:::
'(j') 0 D-
.
lJ
-Z
~
~
....
LU
,~~
=:)
:-.
-Z
~
LU
>
;;';i!
<l:
~
--r
O;j
(")
o
~
D
N
a
a
N
N
N
(3
One Per 2,500 S,F,
Horizontal
Per Spec if i cat ions One Per Day
95% of Lab Density One Per 2,500 S,F,
Horizontal
Per Speci f icat ions One Per Source
Per Specifications One Per 2,500 S.F.
'" The Contractor shal I not pave over soi I cement base unti I a 30 day curing time has elapsed
** Maximum strength 1111"its, as establ ished by soi Is test ing company, shall not be exceeded
"'** Should any of the information provided herein conflict with either the reconmendations of the
Geotechnical Engineer, and/or the Geotechnical Report, then the aforementioned reconmendations
wi I I supercede this "TESTING SCHEDULE GUIDE"
z
o
f-
0..
~
o
(J1
w
a
z
o
l=
o
::)
~
U1
Z
o
o.
tJ:
~
1:1
U
Cl.
(/)
~
a
a
N
(")
!::::
~
a
a
N
(")
r--
G
~
~
-,
SANITAr~Y SE\VEH lESTING AND INSPECllON r~EQUIHE!-AEN1S
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER, CONTRACTOR
TO rWTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN INFILTRA TION/EXFILTRA TION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE
WITH THE REGULATION AGENCY HAVING JURISDICTION, SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD
AND SUBMITTED TO THE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF
ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
3, ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULA TORY
AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGUL/\TORY AGENCY FOR APPROVAL, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY,
SAFElY NOlES
1, DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED
BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY
OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL, LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
2, THE MINiMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC
CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS: SHAll
BE FOLLOWED IN THE DESIGN APPLlCA TION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL
DEVICES, WARNING DEViCES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN
THE PROJECT LIMITS,
3, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON
UNIFORM lRAFFIC CONTROL DEVICES PREPARED BY THE U.S, DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINISTRA TION,
4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF
THE DEPARTMENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY
REGULA TIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMA TION ONLY AND DOES NOT
iMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
D
rTrri ~
N ~ '"FF~FFF~ D
c,;)
Z
..- N r=
o 0
o '- ~
I 0 8J
.~ l',J " 0..
,i"l ........ D
-'f'WI-
~ ~O
D- 0
~~f3 )'l'5 8 ~ ~
Q~ ~t:l 'O.~
,~~~..., '\ G1 g~ d Z
Q,;niJ," ,.1;, ~ ~
) GJ _~:r ~ d' . !J]' " --...J
' ~~~"<<:; . ,. ~ ~~1-,6 w
U1l:.~)~< \ j5~1= er:::
r: ~"'~~f' '~w 8' ~~ n
w ~ . ..,. 'f I ti ~ Q G:l - -
'9 ",:) . " .....- . r-, W r~ ~
I..... ",':1'1.-" ,\,\.. ;2P;:::..I: D
~j~i!k,;\ '~,~ ~~~~
~ ~'.j ~~ ~\ ,.,A:~ ~':j ~ Q ~
.16 L. ....-:~~"l ,~rz::::> Q ,:,;
III Ft ~.. :-v:<' ;'-:::J -< -< w 0
j _:1:i1 '" '. :'-,",1 ." f1 F lL.
'~~. ", '.1 '5~~ ~ a
iJI, "'"'" 'Vl" r-
?-8j5il "~/\ i)- '" ;:':: W
~~~" ',,':. ~ b ffi ~
~8::> ~ () U1
~.1-<
~
'"
,~,
>
, ----
I
------
<(
LU
,"~
~
CJ
d
-Z
---"--JI
<(
,"~
,',,)
(I)
vi ?
" i)
OJ Q,,)
Q,,) .~
.~ ~
~ 'JJ
'JJ .....
~
.~ ~
~ Q,,)
~ E:
~ ~
!)
.~
"> ~
~ 'JJ
~
~
~~
I\: (,)
Q,,)
~
"> ~
'0 (,)
i) ....
OJ "
.~
~Q,,)
,~ :;}
(,)
~ ">
~~
(.... ~
) ~
'J
iJ)
I"~
~
UJ
~
,,'~
~
<(
=:)
C~I
J <(
r) ~< c)
<( UJ ~
UJ~CJ
~.-: ,1. -.J
:S;lL
UJ C~ ....
~ J ,.~~
<( (J LU
~
I"~ UJ <(
CJlJ3
(' 1. ______ ,.'~
('...~ lL <(
cJlL~
lJ CJ -.J
()
iJ)
,.'~
------
UJ
~
CJ
<J
-r
------
S
H
E
E
T
N
o
N
'.0
'.0
'.0
I
On'"
S:coi2
'.0
(J) '" r--
~n~E
(flOi'O
:'2 '--' ()
'55><rj,
0- 0 c
oLL...t.La>
0::: L-" 0 ~
~ 00 r.J
(l).Dtll '
_L-())~
'301 ~
o I '.J) ~
oEi2
0-
nOr--
No..i'
N
i'
v
~
.,-.:
~
U)
...
'-..
~
...
<2
~
~
,~
~
Q)
~
,~
~
::...
~
ill
~
1:
<)
I)
~
C
iJ)
LU
:-.
CJ
~
r)
-/
-'---"
<(
~
CJ
~
.
r---"
<(
i.J
~
lL
~
()
LU
rl.
i1)
i'\.
()
KFC / A&W
CONSTr~UCTION POLLUTION pr~EVENTION PLAN
SITE DESCr~IPTION
PROJECT NAME: HOOTERS CORPORATE HEADQUA TERS
PROJECT ADDRESS: HAMPTON ROAD CLEARWATER, FLORIDA
SECTION: 17 , TOWNSHIP: 29 SOUTH, RANGE: 16 EAST
OWNER'S NAME: BRANDON REALTY VEN TURE, INC.
OWNER'S ADDRESS: 13575 58TH STREET NORTH
SUITE 149
CLEARWA TER, FLORIDA 33760
DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:
THIS PROJECT WILL CONSIST OF A 2,800 SF FAST FOOD r-~ESTAURANT.
SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE,
PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE
r~ETENTION PONDS, STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT;
PREPARATION FOR FINAL PLANTING AND SEEDING.
SEQUENCE OF MAJOR EVENTS:
1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS.
2. CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS,
3. EXCA VA TE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS.
4. BEGIN BUILDING CONSTRUCTION.
5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY,
6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES.
7. EXCA VA TE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS.
8. STABILIZE PARKING LOT,
9. CONSTRUCT CURB, BASE AND ASPHALT.
10. COMPLETE FINAL SITE GRADING.
11, INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS,
12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND
AND PLACE SOD AS NECESSARY.
NAME OF RECEIVING WATERS: THE SI TE WILL ULTIMA TEL Y DISCHARGE INTO THE FDOT DRAINAGE SYSTEM.
POLLUTIO~J r~EDUCTION CONTr~OLS
Er~OSION AND SEDIMENT CONTROLS
STABILllA nON pr~ACT1CES
WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR
ALTERED WITHIN A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE
DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND
MULCHING. PAD AREAS WITHIN FUTURE UNI TS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND
MULCHED. AREAS WHEr~E CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING
A WATER SPRAY TO SA TURA TE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MiNIMAL DUST
TRANSPORT, FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITION\L MEASURES MAY NEED TO BE TAKEN TO
CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST.
TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED 'PITH TEMPORARY GRASS AND MULCH NO
LA TER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED S:-1/\LL BE A MIXTURE OF 20 PARTS OF
BERMUDA AND 80 PARTS OF PENSACOLA BAHIA, THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED
IMMEDIA TEL Y BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL
NORMALLY BE DRY MULUt DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEA T STRAW, OR OF
PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIC,~A TED MULCH WHICH CAN BE READILY CUT
INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY
APPLYING STABILIZATION AND BASE.
PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES
SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY.
S Tr~UCTUr~AL pr~AC nCES
EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT
FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE
DUST,
SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING
THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DiSCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN
CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED
PRIOR TO COMPLETION OF THE GRADING,
STORM WATER MANAGEMENT
STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WA TER AND CATCH BASIN SYSTEM FOR THE DEVELOPED
AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR
PLANTINGS. WHEN CONSTRUCTION is COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE
TEMPOr~ARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM
THE SEDIMEN T BASINS, I T IS THE RESPONSIBILI TY OF THE CON TRACTOR TO CONSTRUCT AL RETEN TION/DETEN TlON AREAS IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS.
SPECIFIED OTHEr~ CONTr~OLS
WAS TE DISPOSAL
WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO
STA TE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRiS GENERATED FROM CONSTRUCTION is
TO BE REMOVED FROM THE SI TE AND DISPOSED OF APPROPRIA TEL Y. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON
SITE, ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING
THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGEr~ RESPONSIBLE FOR
THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY
ST ATE AND /LOCAL REGULATIONS, THE CON TRACTOR SHALL BE RESPONSIBLE FOR SEEING THA T THESE PRACTICES ARE
FOLLOWED.
SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE
MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS.
OFF SITE VEHICLE Tr~ACKING
STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS.
THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE
SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES.
I TIMING OF CONTr~OL MEASUr~ES
AS INDICA TED IN THE SEQUENCE OF MA,JOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND
SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS
WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY
GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT
AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL
BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED.
CERnFICA nON OF COMPLIANCE WI rH FEDEr~AL, srA TE AND LOCAL r~EGULAT10NS
THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE CITY OF CLEARWATER AND THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS
ESTABLISHED BY THE CITY OF CLEARWATER STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA
ADMINISTRA TIVE CODE, CHAPTER 40D -4 AND 40D-40, TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE
WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST
FLORIDA WATER MANAGEMENT DISTRICT".
MAINTE~JANCE I~JSPECTION pr~OCEDUr~ES
Er~OSION AND SEDIMEN T CON n~OL INSPECTION AND MAINTENANCE pr~ACTICES
THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT
CONTROL:
1. LESS THAN ONE HALF OF THE SITE SHALL BE DENUDED ATONE TIME,
2. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF
O..5-INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE.
3. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED
WITHIN 24 HOURS OF REPORT.
4. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE- THIRD THE HEIGHT OF THE SILT
FENCE,
5, SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY
A TTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
6. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED
WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB.
7. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS,
WASHOUTS AND HEALTHY GROWTH.
8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE
KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SI TE.
9. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR
ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE i~EPORT.
10, PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE
SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR
KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER.
NON-STor~M WA TEr~ DISCHAr~GE
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
1. WATER FROM WATER LINE FLUSHING.
2, PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).
.3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCA VA TION).
ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THr SEDIMENT BASIN PRIOR TO DISCHARGE.
NON-STor~M WATEr~ DISCHAr~GE
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGE S SHALL NOT OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
CONCRETE
DETERGEN TS
PAINTS (ENAMEL AND LATEX)
METAL STUDS
GLASS
TAR
SAND
FERTILIZERS
PllROLEUM BASED PRODUCTS
AND FUELS
CLEANING SOLVENTS
WOOD
MASONRY BLOCK
r~OOFING SHINGLES
STONE
SPILL pr~EVENTION
MA TEr~IAL MANAGEMEN T pr~AcnCES
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR
OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSEKEEPING:
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT.
AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT.
ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APpr~OPRIATE CONTAINERS AND IF
POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE.
PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S LABELED CONTAINERS.
SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURE.
WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER.
MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.
THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE.
HAZARDOUS PRODUCTS:
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WI TH HAZARDOUS MATERIALS,
PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY AI(;:: NOT RESEALABLE.
ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION.
IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER
DiSPOSAL SHALL BE FOLLOWED.
PETROLEUM PRODUCTS:
ALL ON SI TE VEHICLES SHALL BE MONI TORED FOR LEAKS AND RECEIVE REGULAR PREVEN T A TIVE MAIN TENANCE TO REDUCE THE
CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STor~ED IN TIGHTLY SEALED CON T AINERS WHICH ARE CLEARLY LABELED.
ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURE'S RECOMMENDATIONS.
FER TILlZERS:
FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED,
FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WA TER. STORAGE SHALL BE IN A COVERED SHED.
THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERr~ED TO A SEALABLE PLASTIC BIN TO AVOID
SPILLS,
PAINTS:
ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHn~ NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE
DiSCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES'
INSTRUCTIONS OR STATE AND LOCAL REGULATIONS,
CONCRETF TRUCKS:
CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL
A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE
DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT.
rT-r~~ c
0
'C
(])
E
(/)
~
0 -::t:
co
(Y. 0
0 0;
0 (")
0
w ~
~ N
0
D 0
N
N
N
Z 0
0
r z L1l
D- o ~
r u
~ 0
0 0 11.
:J (/)
(J1 ~
w ~ 0
r 0
D N
(J1 (")
Z !:::
0 ~
0
0 0
N
(")
D I"-
15
~
~
-;: ':~F ';: -;;; F .. " ......J -,
~ ~
z
~ LL
D D
d
z
n::W>-Vl-OZVl (-'
-- Z
0::: ..-- t'i ~
W 0 0 -
0 0 " ~
~"L~~ I 0 ~
'GJO<(f- w
Z (j).:2:-) 'Ii: C'\J .- D-
"
" z ,i"l "!'
~( 3: -; J!'w D
<(. <( 0 o f- c'"
() 0::: 0::: 0::: <(.....
(f) 0 Il. Il. 0
. .:I ~ "i,"'" ",
~~~ ~d .~,: '~~&l ~ ~
~~~~N; . :'l[~p .' i:~ ~r,' ~ ~
~. ~~.. ;, t'? \'>'( ~~tj :z. ~
~.- I ,. 00 w~ 6 -
- ~1P.> '.... ~~' \~ :JiJl.2:= cd
o.~ ~~ "{'l('.J 0 i1~ < ~
l~ Ii ~, \..,~~ ~ I 'cJ W,A. 'i ~ D-
U, t=:'/~.(I."-; r '> ii t;j.' fg: n
5!:: OJ'' " ,'.;' ,r;.:t. i7l ~, ;:!: U
:z. ~ "11/ () .~ ~ ~ 6 ~
~~~( ".;:;~~~;"', .'/' .~ ~~~~ ~
-Cf,)p:: '-if' ~ ~ < 0
~~!jj "-"', 0 < ~ LL
3~:z. 5 ~G; 6 D
1l.8C5 ~ > !:i: W
6 ':= :::)
~,' ~ :1 5 ~ U1
w8~ :z. U (J1
~~~ -
(/)
V) ~
..... OJ
OJ ,,,,
OJ .~
.~ ~
i5) IJJ
~
IJJ '"
~
.~ ~
~ OJ
~ E:
~ ~
()
.~
:s;
(/) ~
~ IJJ
~
~ CI)
~ "4
r.( CJ
OJ
;>4
...
~ ~
OJ ~
OJ ,(
.~
i5)OJ
I~ ~
Cj
~ (/)
.~ 'tj
{) ~
~J {j ~
--.; ">
~ .~
{')' ~
~ ....
~ .:g
IJJ .:;:
'J' .~
~ .~
(,') l])
~ ~
IJJ ,~
.:::
:l..
.:::
~
l).
~
<:>
I)
...
~
t')
SPILL CONTr~OL pr~ACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS
OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE
MADE AWARE OF THE PROCEDURES AND THE LOCA TION OF THE INFORMATION AND CLEAN UP SUPPLIES.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE.
EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES,
KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS.
ALL SPILLS SHALL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY.
THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT
INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE.
SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMEN T
AGENCY, REGARDLESS OF THE SIZE.
THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM
REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE, A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE
CLEAN UP MEASURES SHALL ALSO BE INCLUDED,
THE SITE SUPERI~HE~~DENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND
CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND
CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE For~ A PARTICULAR PHASE OF PREVENTION AND
CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN
THE OFFICE TRAILER ON SITE, IF APPLICABLE.
NOTICE OF TEr~MINATION
A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE
SITE HAS UNDERGONE FINAL STABILIZATION.
POLLUTION pr~EVENTION PLAN CEr~TIFICATION
TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE
PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED
PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMI TTED. BASED ON MY INQUIRY OF THE PERSON OR
PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED
IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE
SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR
KNOWING VIOLATIONS,
OWNER:
NAME:
.
(J
-;..-"
'~
----
TI TLE:
SIGNA TURE:
.....
~
f~~
::=)
~
~
~
~
>
DATE:
CONTHAC rorrs CEr~TIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERST ANcl THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) P :RM!T THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY FROM THE SITE IDENTIFI~i) AS PART OF THIS CERTIFICATION.
>--
~
--..J
<(
~
f'~
----
SIGNATUr~E
COMPANY NAME AND ADDRESS
r~ESPONSIBLE For~
COMPANY:
SIGNA TURE:
ADDRESS:_
NAME:
GENERAL CONTRACTOR
-;..-"
-'--"
CJ
d
-;..-"
-'--"
<(
f'~
~
""l
DA TE:
PHONE:
COMPANY:
SIGNA TURE:
ADDRESS:
TEMPORARY AND PERMANENT
STABILlZA TION
NAME:
DA TE:
PHONE:
COM P AN Y:
iJ)
,......,.-6
~
SIGNA TURE:
ADDRESS:
STABILIZED CONSTRUCTION ENTRANCE,
EARTH DIKES, SEDIMENT BASIN
!..!J
:--.
,......,.-6
'-----tI
<<
=l
c:J <(
.) ~< d
<< LU ~
UJ -- CJ
-,-: r'. --.J
~~
UJ cj .....
:--. ,.'~
<< (J LU
~
,.~ !..!J < (
c~ -~
J(J3
(). '-----tI ,.... ~
,....~ tL .<(
CJ · I. LU
(..J C"J --.J
(J
NAME:
DATE:
PHONE:
iJ)
,."~
~
UJ
:----
'J
CJ
Cc..r
--=--..8
r--
S
H
E
E
r
N
o
N
(1)
(0
(0
I
on~
~co~
(0
Q) .q- ,.......
-<-'nr--
::l N E
(f) r~ r-- 0
'Q'--'t)
-0 'I: X rj,
o 2 r~ c
o l..L. !...L.. Q)
0::: L....o~
~ 0 0 I~
a> .0 L1l .
_L...0'l~
301 ~
()IO'l~
oE~
o 0
~Il.R
N
r--
'--'
Ii)
I-
~
iJ)
UJ
~
C,J
.~
~
CJ
----
~
.~
UJ
>
UJ
i'~
fl.
~
C-.J
~
~
::=)
..-J
..-J
C,J
,.l.
i'~
UJ
~
<(
":?
~
2
l"r-'.
~
C-,J
~
i.J)
y
BERM
1-' 2.5'
mOSION CON1HOL~'" .
MATCH EXISllNG\lo ~
GI~ADE \
.._ __"_ _ __ _\_, '~~__. -=-..,..___ _ _ _ rEXISllNG GI~ADE _
Wi =nrlll ~11'::;:: - - -- -'-'_ _ _.._ t- - - TOP OF POND El == ,,34.00
5: .'II~ ,- ~ - -= .--=--=: ---=-=-.~ ~ ~ -- - ?~n:!'I~/.1 Hr~ Df~~ _E.L....~ 3.3.11 _ _.n __ _ _ _ _
III '"", 0 0 -- -_."n. .,,-- I
r 0 .iTl=-- >"(n' \ 0 0 0 0 11<', \ -----=11" n__=
&1 ,,~ -,'P~ 00 \\h~Oo~ ' I'VA1EH QUALITY EL. ..31.1.1) r--r-- c~.rJ<-;~ 1
W " II=--. o~~ / \ I I !~l:".~.!, .~l' ~LC:C ~ _II ,- =1
~: -~II ~'.]\, 1110 " I t;;'~~ "":~~-~'~d~ 1~t~?r ...5L NWL EL. == 30.00 _ .....'- 1./ -'." ill , ill" ,ill . ,III" ,III-Ill
0::1 fl I 1=1 I!==- Q=f:r-lllI.;r :~f~~ '.:'<:> -~~ "",,-,~ _~:or?-; - . , --" ,-,
-"I-jU-l1j- .r ~ '< ,",',", ~-..... 2A- ',':>(;P
T 0:1 SIJ)~t- ,u-=-'-'--11'~1 _ ~ L'\ ~ - I U" '\-
'~I~X, 1-1."nr;:;=m:;=i=:nr;:;:'n;:;:1TT=;:,:n';=T,:rn=1l. -. - =11-r-n-r-111{Tr1l.1=1TT=m=n-r-
6- PVC UNDERDI~AIN " " ,,- ,,_. "- C" ,-" '-I' ,----,-",111" ,1n,
SlHUC1'jl~E D-1..3
BERM
_V;' ~-r2'
FDOT ffPE
I / 'F' CUi~f3 r FIl lEr~
(1'--K~\~~:\.; / FABI~IC
~f~~'}~~%
- n!-I~WWv~v~W~vvl~~if~WvWWlf~ ~Wifw~~ EL. -32.80
- EL. ..31.50
SlHUC1'Ji~E D-12~
SEE DETAil SHEET 1,.3
INV, EL. 213,00 Fl)f~ STORMlECH
SC-..310 SPECIF1CA llONS
16'
.34,6')'
LI Tor~Al lONE
20.11'
13'
16'
:J~{~' (I()tl ;\ ~ 1\
SCALE: 1- == 10' HORll
1" == 5' VErH
Ci~OSS
'NALK
3' 2' ,3'
___ ~- .a--
I
o
:o;..~, .
o
I
11.24'
11.5'
MA TCH EXISllNG
GI~ADE
-._- -- ~-- --..-
---
VALLEY CUI~f3
o -------- EXISTING 24- I~CP
3~(~' (I()~I '(~J{~
SCALE: 1 - == 1 0' Hl)r~'l
1. == 5' vmT
~t
w
:z
to:]
. I~
'W
IN lEGr~Al cur~B & : ~
SIDEWALK ~o ~
r=cl[~~ .__ U (MIN.) - i ~" 6' Hr. BIJFFEH WALL
fl ~,~F~~ rn~~lr! ~~~~Nffi~
.~.:J /EXISllNG GHADE ~jl) :11 ~
....- _'n_ _ ,_ ..u_ _. . - L- FDOT TYPE 'F' CUr~f3 1-
-'- n .
n . m . en -. -. ". - -- - - --- .- -- ,;. ~c~ C:~O:'M ;::N~\::LL- - - o~tf-~. -"v: -- -.
(DESIGN BY On~ERS)
PI~OPOSED
ASPHALT PAVBAENT
1.33'- ~
PROPOSED lWO
STOr~Y OFFICE
BUILDING
FFE == .35.00
1-'
----..... .
rrrrr~~
U1
f-
Z
w
.:2:
.:2:
0
U
Cl::
w 2
f-
<t: 0
3: f=
Cl::
<t: 0-
w ~
..J
U 0
lJ.. (J1
0 w
>- 0
f-
a
Cl::
w
0..
>
W
Cl::
~~rrrr ~r~~
I~ OJ FFFF ~FF~
11.61'
PROPOSED ASPHALT PAVEMENT
2'
11.8,3'
D::W>-Vl-OZVl
:3~(~.(I()rl tlJtl
SCALE: 1- == 1 0' HO!~ll
1- == 5' VEin
NOIE:
CON lHACTOr~ TO SPECIFY ffPE
OF i~ETAINING \VALl BASED ON
SffiUCTURAl IN lEGRI1Y
(~
2
o ci ~ t"-i I-
W woo l-
I-- c.:J o'~
O~.2~V I 0 ~
ZlDO<t:1-- w
" z if) .:2: -) 'Ii:, t'J Z 0-
~if)3;: -; ,r~.......
<t:.A'<{i' 0 "f'.w"D
&s -.... gs Cl:: ~:i" ~'rp
Q.+:' 0,. , r;;(. I,
(' .2 ),' :\'<' 'f, . f
t~~8>" "1'" ~:;, '~,\ ~ f~
tQ'.'Np' ~. tl r, ;;; ~
(~5~~' .~.~S . ,lQ 0",',- . ..,2
~ ,. ~'~ .' .' -I' If) c!J r~ '0 '~
.~~~i'~.~: f \~ ~.~i. ~ -J
8,~ .~g,,' ',\ If)' ,~.~:l~ ~
w' <;:~'~~... 'l'i W w''. ~N 0-
~.~ ~',::,~j.: ~.'. .'.tr:.~ i3, 8 ~,'~
r')~~F:'<' '1 ~)'. f5~'iJ~ 0
. :.!:~...,.<." "w ~Vl6:)
>-~ I '~.; ,",'~' ~)" ,"'<r~ <~ i3 ' - ::<
~ ~ ~ ~"I,(" ~ \', ,! ~ ~ ~ i5,' Cr.:
'OiEj ~(i' h=~'< 0
Vl~ttl ,( {f . < ~ ll..
~ ~ ~ :~\,.~;, 15 ~ rn ~
(1.8(5' , ~ > t:i:
!7l t:i: ' ~, ".< I- ~
~8~'I'L:;) ~ ~
F~-<
.
(J
/.
~
~
(I)
(I) ~
~ 0.)
<!,) .~
.~ ~
(j) IJJ
c::
IJJ ......
~
.~ ~
~ 0.)
~ ~
.1..;, c::
\, ~
,~
(I) ~
~ fJJ
c::
c::
~~
I\: (.)
0.)
~t:
~ ~
<!,) ~
OJ .~
.~
(j)<!,)
,~ ~
(.)
:;::: (I)
-~ 'is
t) ~ :
'J tj :g
ii.. ~:~
C..........::,......... i,........... ~'~
'.' ,.....:::-;: (I)
~ ~
IJJ <:::
<.') (])
" 1;
G1 (~
<:::
::...
<:::
i'Q
~
~
,)
(.l
...
~
{)
.....
UJ
i'~
:=)
~
~
UJ
:>
N
r1)
rD
rD
I
o~~
SOJ:e
rD
Q) ~ r-..
'~~ ~ E
U1 Cl r-. 0
."'9 '-"" ()
,j:Sxo,
r.J _ t:l C
olJ..lJ..Q)
Cl:: ,--'o'~
~ 00"
Q).J:lUl '
-c6(j)~
c3I6~
oE:e
0-
~t:lr-..
No..r-.
N
r-.
:>.-
~
-.J
<(
UJ
,."~
V
f-
/.
--=--..:8
C..)
d
::;;..-"
~
<(
r"~
r~"l
lJ)
('r.
------
!lJ
:.----
I''''r.
~
<<
:=)
,3 <(
r) ~< Cl
<< UJ ~ g)
~ /.
UJ -' c..) ~,_,
-~ ,l. ~ J
~
5LL ~
UJ ~
. '.J ..... (J
r--- ,."~ UJ
<< <.,J lU g)
:----.
j''''-: UJ <( i,J)
'J(J3 g)
r). J
~I I ,"r: c
,. 'r.
~ ~ <( (..~
~J LL lU (J
<.:J C"J ~
lJ
(J)
.....r.
~
!lJ
:.----
C-J
'.J
-,-.
~
S
H
E
E
r
N
o
(3'
(
c
0
(~ c
(J)
3 E
0 rn
~
0 n.
~ co
It)
0 r.ri
0 '?
W '"
~ N
0
0
D N
(;;)
-
~
2 ~
0 u
f= Li
rn
0 )(
::J ;.;
~ 0
N
'"
U1 ~
~
Z 0
0 0
N
0 '"
l'--
D 6
3
~
.,
...J
~
2
ll..
D
o
Wi
::J
(J1
U1
NOTES:
CONCRETE MASONRY WALL CONSTRUCTION
1,) \VALLS
a,) New construction: maximum 6'-0' high and constructed of
concrete block (8"x8"x16"), Materials used should be consistent
wilh those used in the construction of and architectural sty1e of
lhe principal building, (Section 3-802 Materials)
Malerials, construction and quantity control of mosonry shall be in accordance
wilh Uniform Building Code (UBC), Chopter 24, General conditions and
construction requirements shall be applied os specified in UBC, Section 2404 (f),
during grouled masonry work,
1. All reinforcing sleel shall be deformed bars conforming to ASTM A-615,
Grade 60, Verlical reinforcement shall be placed in lhe cenler of lhe
masonry cell, and shall be held in posilion at lhe top and bottom,
b,) Existing: maximum 6'-0' high replacement materials con be
made of the same materials as long as lhey ore made of
approved opaque malerial,
2. If a slob dowel does not line-up with a vertical core, it shall not be sloped
more than one horizon tal in six verticals (1: 6),
2,) FOOTiNGS
8"x16" concrete w /2- #5 continuous rebar imbedded,
3, Horizontal wall reinforcement shall be standard tnuss type DUR-O-WALL (or
equivalen t) at 16' o.c"
3,) CONCRETE SLAB
Monolilhic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded
wire fabric (W,W,F.), 3000 P,S,I,
4,) CONCRETE FILLED CELLS
With 1-#5 vertical rebor tied to footer steel at each corner and
every 4' O,C,
4, Hollcw Load-bearing Concrete Masonry Units sholl be normal weight
conforming to AST1>A C-90, with a minimum compressive strength of 1,900
PSI,
5, Mortar shall be type M or S, in accordance with ASTM C-270. Place all
masonry in running bond with 3/8" mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical,
5,) GATES
Constructed of min, 1 -1 /2" diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvonized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence contractor),
6, Coarse grout shall conform lo ASTM C-476, wilh a maximum aggregate size
of 3/8", 8" lo 10" slump, and a minimum compressive slrength of 2,500 PSI at
28 days,
7, Minimum 3" X 3" clean-out holes (saw-cut) ore required at lhe bottom cOlurse
of all cells to verify grout placement. Clean-ouls shall be sealed after
masonry inspection-provided in accordance wilh ACI 531-4,6, and before
grouting.
6,) DROP PIN
1/2" dia, 18" long metal rod gale latch, Provide 3/4" dia, hole
6" inlo concrete for rods, In asphalt provide a 3/4" P,V,C.
sleeve, 6" long, or equal,
8. Prior to grouting, the grolut space shall be clean, wilh no mortar projections
greater lhe :!.i", mortar droppings or olher foreign malerial. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout os specified,
7.) SOIL
Soil bearing copacity to be at least 2,500 P,S,F.
9, During placing, grout shall be consolidated with flexible coble vibrator, First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beom masonry.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATIOI~
ENGINEERING
REV,
DRA'~ BY
E.A.
CHECKED BY
D,I>4,
DESIGNED BY
P,H,
DUMPSTER ENCLOSURE
NOTES
DATE
6/DI
INDEX NO,
701
3 OF 3
DA11:
DESCRIPTION
APP,
..
14'-8"
TIE BEAM WHH
2-#5 REBAR
CONTINUOUS
88
h
I
I
I
I
I
I
. I
I
I
. I
I .
I I.J,...--- SWING GAlE
;7 ~I (TYP,)
--~ I
I
'- DROP PIN HOLE
(TYP,)
ELEVATION
N. T.S.
~+-------------
. I . I I I. I I I. I I .
I r- I - -D- - - - - -0- - -l
II f- I L 6" DIA. STEEL BOLLARDS I
. I CONC. FILLED (TYP) I .
If--- !..D t t- j
Q) <( Zu.. CD
10'-8' I f-- I ~ :~ I
I I I ~ 6w I
,~ 0 ....J0-
-r I U Vl I
48" I t-';.o 12'
Max I f-" CLEARANCE MiN.
-~Ft~ "
I i ~
4' I ~.
Min, I
L! L+__ ----
12'
r;LEARANCE MIN.
,'-'- SWiNG GATE
C (TYP.)
I ~ 1-#5 AT 4' CENTER
..
T
6'
GRd I _t=
14" ,
I ;: J 6" J
L8~"X 16" CONCRETE FOOTING
1'1/ 2- #5 REBAR (TYP.)
DROP PIN
(TYP, )
GRADE
l30~:
PSI, CONCRETE SLAB
-MONOLITHIC, 1v1IN 6"
THICKNESS, 6"X6" / , OX1 0
W,W,F,
8
PLAN
N.T.S.
CITY OF CLEARWA1ER, FLORIDA
PUBLIC 'vVORKS ADMINISIRATIOI~
ENGINEERING
REV,
DRAWN BY
E.A,
CHECKED BY
D,I>4.
DESIGNED BY
P,H.
DUMPSTER ENCLOSURE
SiNGLE
DA11:
8/01
INDEX NO,
701
, DF 3
DA11:
DESCRIPTION
APP,
<i
f'P'
\'i
'f-,\{\
0'
0'
<:)\0-'
~'
-;,1
<:)\0-'
~'
-;,1
~
~
NOTE: Concrete to be 3,000 psi
--i 1-
,-r
) I I
II
L
--i
7;1
) I I ~
_~~T
#3 Bo.r
Typico.l
2-1/2'
l'1in
1- 2' I'1ln
.
C\J
"-
.....
I
C\J
-j
.
(lJ
"-
.--<
I
.
(lJ
"-
.....
I
If)
.
(lJ
"-
.....
I
If)
~
~
,
-~~
1- 7-1/2'
L
1.-..-- 7-3/4'
1'*3 Bo.r
Typlco.l
TYPE A
TYPE C
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINISTRATIOt~
ENGINEERING
REV,
REDRJ,'~ BY
Novo
CHECKED BY
GLB,
DESIGNED BY
RCS,
'.<"HE.EL STOPS
REINFORCED CONCRETE
DA11:
7/92
INDEX NO,
117
I OF I
DA11:
DESCRIPTiON
A!'P,
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
1 '-0"
t t
r e~\.l ~~~
fARKING BY - 0;
DISABLED c~
PERMIT
ONLY
<! -
,I $2.5.5 FINE
F,S,.318.14
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALU!>AiNUM
BLACK BORDER
& LETTERS
WHITE BACKGROUND
BLACK BORDER
& LETTERS
WHITE BACKGROUND
m
.
-I
~ I
Vl 0
I 1-___ '.
.t-l- --. -
z '!
2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
[ .;w1ijj~~
I .1 .. .. ":jr ..
it .. ~... ..
<1 I t I <I ,..." Cr "
LLc- ...' .'. .
lll- 4.1 I, 4~. I I I ---8"X2'-6" CONCRETE MASS,
I-III "I I" 111- FINISH TOP OF MASS LEVEL
--'11- . " - -11- I\) WITH A SLIGHT RAISED WASH
- I I I' APPROXIMATELY 1/2" ABOVE
-f I I, ,- m. LEVEL OF TURF/SOD,
ltJ -t- ~
_* 8" +
jjLD~;tb
~~' ~~~ ",~ . -1 I
.., ..'
. .
,. .. .~
,,'..
:..' .'
t=fAND !CAPPED
SIGN
DEl AIL
12/99
Updated Fin.
REV.
DAIT
DESCRIPTION
/
HANDICAPPED SIGNS-""""
SEE INDEX NO, 1'9 "
CONC, WALK
RAI~P DCM<
SEE INDEX NO, 109
--.
::,
I
(;,
,
o
I
to
-+-
12'-0.
5'-0.
29'-0.
RAI~P DCM<
SEE iNDEX NO, 109
TRAFFIC WHITE
:
CITY OF CLEARWA1ER, FLORIDA
PUBLIC \-VORKS AD!...iINIS1RATIOt~
ENGINEERlr~G
M,G,
REDRA'/<N BY
AC,
CHECKED BY
r>1Q,
DESIGNED BY
r>1,G
TYPICAL HANDICAPPED
SIGN DETAIL
APP,
CONC, WALK
I ~6. WIDE TRAmc BLUE
V STRlf'E (TYPICAL)
I r-- 6. WIDE TRAmc 'M-JITE
V STRIPE (TYPICAL)
2. (1YPICAL) Hj
12'-0.
REV,
DA11:
DESCRIPTION
t=+AND ICAPPED STALL DE=r AIL
NOTE:
All pavement rnarkings to be thermoplastic,
4,'
l'r1il')
~' . ~~~i
l'r1i 1j~l')t'
If. A IClI
. ,~t 8
~~iClI t.
8t.
<<>>
-Y
<'
C'q~
c:'
'-I-.
.\--
'-....
,f
,-I
~Ch <<> "':fj.
""coo,> ~.j.,... ?-~ ~
..I'~ .,<' <" ./
'-"'co,... 0",. CJ
0..5' CJ 0,":. C/~
% <::--....6 /~S' 0> /
co~J:'S' 'e#- ,.,o~""~
O'~ O?,: ot.--C$)"
, ""~ 'e#-
""'>,...
'30
<"4::
"'Y"<r-
. ,-Y
~
If "x" is less thl)n 4-8" then
the slope of the flared side
shall not exceed 12: 1,
ISOMETRIC VIEW
CURB
.
TRANSITION
DROP
CURB
CURB
l" TRANSlj_____BACK
l~ t
FLOW LINE
~-- -
--- -- ---~
l
l
OF SIDEWALK
ELEVATION A-A
NOTES:
1, Ramps ore designed to the
Uniform Federol Accessibility Standards
to comply with the Americons with Disobilities Act.
2, Romps Shall Hove 0 Tactile Surfoce, Textured to IJ
Depth Not Exceeding 1/8" by use of Talnp or roller
In Conformonce with Requirements of mOT
Roodway and Troffic Design Stondords, Detail 304
Or Most Recent Modificotions,
Match Existing if
Existin g Sidewal k
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINIS1RATION
ENGINEERlt~G
APP.
REDRA'....N BY
A,C,
CHECKED BY
r>1Q,
DESIGNED BY
I~G,
TYPICAL DOUBLE
HANDICAPPED STALL
DA'11:
5/99
INDEX NO,
118
2 OF 2
CONC.
SIDEWALK
~,
Grass Plonting or Other
Non-Wolking Surface
Gross Planting or Other
Non-Wnlking Surface~,
6~...
RAMP CURB
Exist. Type I Curb
VALLEY
\
,
~.
1 4/14/95 IS:Dl"1e1.rlc ViEW n!ur'c'
I 1/95 Added not.
REV, DA IT DESCRIPTION
4'/5'
--- 6"
6" Vertical Curb
in Transition
. ...
.~
_ _ _ ~E
'?'''''
-'?Y
I ,Remove Back of Cur bJ ~ Flow Line
if Existing
RETURNED CURB RAMPS
GUTTER CURB
_.~
SECTION B-B
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINIS1RATION
ENGINEERlt~G
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
Af'P,
REDRA'~ BY
P,W.D,
CHECKED BY
T,C,J.
DESIGNED BY
C,M,H,
.
r~
.1
-
8" "-8"
I ~k-2"r~
..[ :' :: '.\r""rl
----~
.
,
-1
,.3/4"r~
,.3l4-"r~
l' -10"
1'-2"
,.3/4"[~-~ .
· f'
N .
"-.., ,
.-
r-- ,
I.
~r
..~~~.' ~r'~. ,
4" <Ii ~.. "'''''
'j od" 4.,
>1
~r
J
4":
~ <f,.
.
...,; .. <I."
'II
'.
,4
. .
, '.
a. .. '.
I. a"
,AI of ...
,.3'-0.
r'/P!:: ';:=' G IJ nu ~ 0;:=;:=:31 r!::
'I ~\I I ::: '( (' IlJ'-l or)
r ~-=-~ .I I'~
CURB-D DWG 06/04/94 NTS
VALLEY-CCWG 08/03/94 NTS
NORMAL 4-1)' -0" Wm~1-' WIDE 51DE\VALK
MAXIMU!,A SOr::Q" wm~ s' Ol~ \'v1DER SIDEWALK
,... '
.
-1
'" ~r' ~'-r' :- p.... 4. ,'. [,
.., ... "..." ..
,.. ro' .. (l ol"... .~ ," "'" ," .~
12J
e' !...iAX
-f~ -9.1*D ~-- ~
~ '. ". ~'.'. D
~jf.;'~~'" _
GONSnUJG rlO~1 .JOlrlT
4"',
,6' ,"
. .
"
- EXPANSION JOINT
-SlHUCK JOINT
1/2" EXPANSION JOINT
f'JLl OEPn< \ / BROOl; "NISH
51 N OLE-COM PON'E;N T
POL YUREn~ANE SE:t~L\N [;
3/1-" mlCK '
~"--I1~rD/.v
. . .If'':r''~~r~1
.. 4 .. ., ...-:--~.. ".. .. . ..
. ..
" .: of .. :.. ". 0
.. ". ,
I, ., .. 4 ,
. "AI ~ ..
.. .. ~
~-f.
~ '," f
'.., ....
.
'.
..'
'4 ~
of ,4
:
CLOSED CELL SEMH~IGID
PL\STIC JOINT FILLER
I/~JJI E;<P:UI=310rl .JOINT
, . f
EXPANSION JOINT
Sl1~UCK JOIN T
NOlES:
SINGLE-COMPONENT
POL''''jREll~ANE SEALANT
3/1-" TI~ICK
:'
" 1
.....: D
,<
1, SIDEWALK EXPANSION JOINTS TO BE AT ALL TiE,S 10 CON(;i~E1E Ol1~ER
l1~AN DRIVEWAYS. /AAXIMIJ!A SPACING SHALL BE 50',
2. EXPANSION JOINT M,~lEI~IAL SHALL BE ASPHALT FIBER ,MPREC,NAlED
PREFORMED JOINT FILLER, 10 FILL DE.Pl1, OF CONCRETE.
CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
1/2.'1 E;(P;\~ISIO~I .JOIUr
1/1-~~11 r/~
:-7~~lf~~.. ," -TD
,~~'" z:_ .4,' ~:....,t4',".::.,'"".,.. ,". .', '; f
GONraOL .JOI~I r
r-H'IGAL :)IO~'N;\U<
I,DE~AlLS\RO^DW^y\SID['Ii^LKDWG 01/'~/01 NTS
P^V-CDN1,DWG 10/14/94 NTS
ASPHALT
CD #1- - [~E8A[~ CON llNUOUS
STOP ~) EACH SIDE OF cis
~~~
-~~" ~""r~~ ~"" ~
'~"" ~"" SI)B-GllADE~"" ~""
::, ~ "" " ~ "" ~"~"'" ~'" , ~ "" " ~ '"
~...
J_,~~ll):.:....:~~ T.~, ..... .,'-" .,.. - :f
'It +. .', "~.. t ::;;;0 .'
~ 1 L::: ~" .' " ~
1 ~. ,),
r~OUND EDGE
Nor~MAL
1.5"
PAVEMENT SURFACE
ASPHALT
TYPE S-1 ASPHAL llC CONCRETE
SUr~FACE COURSE
6"
BASE
L1MEr~OCK LBt~-100 COMPAC1ED TO
9a~" OF A,-\SH TO T -180
CONcr~E1E SIDE'NALK
\Vl1lI 6x6 W1 AxVv1 A
NOH-MAL COMPAC1ED SUB-Gt~f-\DE U3r~1.0
COMPAC1'ED TO 95% AASHTO T-1aO
12"
SUB-G[~ADE
INr!::Gn:\L GlJnO ;~( :310!::',V:-\L;<
r'(PIG:-\L P;\ '1!::~,tErl r SEGrlON
S'IIALK-IC,C'NG 08/02/94 NTS
PAy(-4D'NG 10/14/94 NTS
I" EXIS nNG A:\:A~~ T -;1: 12""'1 NEW ASPHAL:SPHAL T -
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~0-"""0-,,,,,,,,,,,,,J
~~~~;~~;~~~~;~;~;~~;~~;~~;~~~~~~~~' ~ B~Sr:- ~~~~
"" "" "" "" "" "" "" "" "" "" "" "" "" " " c.
, " '" " '" "" "" "" '" "" "" "" "" "" --7~~
':: "" "", ":;, "", "", ":;, "" "", ":;, "", ":; ":; "~ // // /'
I '
...L
NE'N BASE
J
EXISllNG BASE
P:\ '/!::.'JI!::~lr GON~I!::G rlO~1
PAV-CONN,DWG oe/D2!94 NTS
rT r
N~
r
~FF ,.oFF
Cl::W>-Vl-OZVl
(/),,2
f-6;O
Z (/)
W Z
..J ~
-<( -<(
() n:::
V1 0
Ci
w
<::i
<( ,~
z-L
-<(f-
.:2: -)
-.;
o
n:::
0...
..--
o
o
I
'Ii:N
, r'0
of'
n:::
0...
>-
Ln
z
o
f--
Q
~
o
(J1
w
o
~
~
o
D
t<)TO
1;;2
o
Z
N f--
f--
.[2 ~
U ~
w
Z Q
wf'
~U
o
iJ::~
::~ 8 1....;,>;) T~!. ~
P~N '. ',:S5, ..'.' 'D
0, '..'. .'..r--- (". ,
~ Vi '; ,'.' 11).," a' ... ',"
n Vl <3, "">> . i\ Jl,. ...... Z
W'j-~...r o;)~. Z
a:: r ~ '-?'~ .' z . Z '-' 0
~i..o.f5~,.' 0,',:" .., ..~ ' . (~.., , .' ~~, ~M:
~..:z. fl.., n' . [".5 . \' Xl~ ~'lli ~
7ff~. ...'~ 'f'".. ~ ~o
ts~d,',~!.. "r T Vl, c:;~
'l,~("'~7... "" ?1 L. -,
""'1' ~. '.' . . I V1 W-"
',i,.'.. ~., ~wC:;';('
'< ~..~' 'J) ~"~.f' "f :...I W n ~
~. r" z-t........,.. });!:. Cl: ::> 0
...,~ . ' , ','~:J.-<C.
Vl ,:t: , ' /"'. ' '--..<'
~~ ,I C);;,,, 'L ~ ~
~ Z\ ' f, ....:J >- -<C
iJ ,OJ .<( t!l t,)
a..n'z" ,~> u:
[iJw r F=
wu: -< t- rt<.
Vl-n -) r,) Q
w85 Z ()
~~<(
~"~~~ ~
Q ~~
~J~1
~l~};
.' IJJ ~
c:::
~
~
l)
t)
.
(J
7
~
~
~"
f? ~
:g ':1
.- c:
'ij, w
tTI~
r.) ~
'~ ~
~o
~" ::=
o .-
~LIl
~e
a: g
~~
of) .~
.5, ~
Jj~
f.)
d~
...J
~
-
~~'l~r" r: ~
-~j ~
jLJ
CONC, RAMP
I " / Textured Surface
jJ]Jl~~/ 1" ·
'" ~'2' MAX
....
UJ
,....~
:=)
:---.
--Z
~
UJ
>
>--
:---.
~
<(
UJ
,....~
--z
~
CJ
c)
7
~
<(
,....~
,",.1
lj)
,....~
~
UJ
:-----
,....~
~
<(
==>
CJ <(
r1 ::::< d
<( UJ ~
UJ -.J CJ
-e fl" -.J
::S;lL
UJ ~ ....
:----- '-J ~
<( lJ l!J
~
{~~ UJ <(
CJ () 3
"'. " ----- ,.'~
("~ tL <(
CJ tL l!J
l.J CJ -.J
lJ
lj)
(...~
~
UJ
:-----
CJ
<=)
-r-
~
S
H
E
E
T
N
o
~
~9
N
Ii)
1.0
co
I
Ot<)'<t
2<Df?2
1.0
IJ) ~ ,,-.
3t<)~E
V1 r~ r-- 0
U'--"'r.)
~3 'i: x ,;;,
oEoc
OLLL.Lr])
n::: '-'O'~
~ 0 0 I~
~-e:g~
3 r~ I ~
()I~~
oEf?2
0'0
~o...R
N
r--
V
f--
iJ)
--
---
<(
:---.
UJ
r)
UJ
~
---
iJ)
c,)
3:
o
o
~
o
o
w
~
C
o
'C
<Il
E
If)
::!:
<(
o
":1:
":1:
D
D
N
D
o
N
N
~
o
~
z
o
i=
o
::J
~
f--
(J1
Z
o
o
~
u
a5
u
~
D
D
N
("')
~
~
D
D
N
("')
r--
6
~
~
,
D
...J
~
Z
l1-
D
>-
~
~
Z
~
:::J
w
u::
Q
D
'Ci
o
l1-
o
w
::)
U')
(J1
a
~~~
v); />>.y,
ELEVA nON 2'-0" ABOVE TOP ~
OF PIPE. CUT-OFF SHEETING ~
IF [~Ef~Ulr~ED.------- .
NA Tur~AL Gr~OUND
. " r or~ SUBGr~ADE (TYP)
Ul~r
~,,//.:0
'\
I <; BACKFILL TO BE COMPACTED
/ TO 100% T -99. LIFT
THICKNESS MAY VAr~Y
DEPENDEN T UPON MA TEr~IAL,
EQUIPMEN T, AND COMPACTION
ME Hmos USED, BU T IN NO
CASE SHALL EXCEED 12".
DENSlrf TESTS TO BE TAKEN
IN ACCO[~DANCE Wlll~ THE
GOVERNMENTAL AGENCY
HAVING ,JUr~ISDICllON, or~
AS MAY BE r~EQUI[~ED BY
THE ENGINEEr~.
ELEVA nON TOP OF PIPE
or~ HYDr~AULlC SmUCTU[~E
12" MIN - 18" MAX
OVEr~ 12" DIA
/ /ie9" rD/3
//~ ~- //L/
f' ]f~l~
T =~ z
'!} -
!:6
nID .
----
-~ - - -
-'-.
/...' - '-----:::;-UNDISTUr~BE1J=:=_= /,
>~ YA
<<< - - MA TEr~IAL-"-~ ~<
)/)>." >""/A'
<<,,------- ~<
/0~-------~~
~~ ~~
~).:;, - - - - - - >;Y).:;,/
/('0..Y"W"~L' ., v ,,'0..'(
~~~~~ Y~"o/~~v
'<<<<<<<~" " /<<<<%V
I/~,//,/, I //,)//'0//
/, / /,
NOTE: BOTTOM OF EXCAVA llON
For~ mENCHES IN PAVED Ar~EAS or~ A[~EAS TO [~ECEIVE
NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS.
'f'lPIC:\L 'ra;:::N(~H S;:::C.>rIC)N
-6" MIN - 12" MAX
12" DIA AND UNDEr~
BEDDING AND BACKFILL 'M TH
SELEC TED MA TEr~IALS TO BE
PLACED AND COMPACTED IN
6" LIFTS U T1LlZING ME THODS
AND EQUIPMEN T APpr~OVED BY
THE ENGINEEr~.
PIPE BEDDING TAMPED
AND COMPACTED
mENCH,CWG 6/09/94 NTS
,----- RElNF 1
BELL TOE WALL
REINF. WEIGHT
OfA. T sa IN/if Or A B C 0 E P R I R2 FUl.T (LBS.) h CUl.SS I CON~
SPIGOT (Misc.) CY
12:' 2:' 0.07 I.r- "" 2' .(j' 4'.cf 6'-C~r 2"(j' 19'i~ ~:= 'I' Jjr- 530 12:' ,06
2 t .--- 24 j-r- J~r-- .,
15' 0.07 e' 6~ 2'-3' 3'-1(j' 6'-1" 2J.f::/, 12 II" ilO 12:' .07
-,
IIf' ztr- 0,07 ztr- 'I' 2'-3' 3'-1!)' 6'-1" 3'-!}' 2':1' 15 ir- Ie' 4" '3'~ IS" .II
2/ 2t'- 0.07 2rr- ')" 2'-11" 3'-2:' 6'-1' 31"0" JI jr- ~r- 13' "" 1280 IS" .12
N' 3' 0.07 Z~.-- ~ +-Y:-Y-.. ,,- 21, 6" 51~ /~. 4' -(j' JJJr- r-;st= I,," Ht~ i520 Ii!' .Ii
z1" Jt ..- 0.148 Z,r- /0"-- 4'-(j' 2'- If 6'-1t"' 4"6'41 36'" 18 I--Ur 4 ,,-- 1930 Ii!' .19
J(j' J..r- 0.148 3' I'-(j' 4"6~ 1'- ii' 6~ - Il' 5' -(j' J7' ~:- IS' 5" 2I'JO 2f .Z4
36'41 4" 0.148 Jr- /I_J- 5'-3- 2'-10i' 8'-it 6'-(j' 47 'jr- 2.4t~ 2<1' 5.."-- 4/00 2/' .29
42:' 4,"- 0.118 7 . r--- I"')" 5'-3' 2'-11" 8'-2:' 61-bff 5J/"-- t---ztt-- 22' 5+"-- 5380 24" .36
.,)
48" 5' 4 r- 2' -(j' 6'-1}' 2' .2:' 8' -2:' 7' -(j' S6t~ r--;s~ 22' 5ir- 6550 24" .39
0.148 ~
5-1' ~*r- 0.174 4 r- 2'-3' 5'-S' 2'-lr 8',," 7"-6~ 65Jr- 33 r- 2.4" 6r ,,-- 80,10 24" .42
GU' 6~ 0.1i4 5" 2'o~ 5'-!)' 3'-3' 81<5. 8' -(j' 72,"-- , 36" ~ U' 6fr- 8750 U' .44
GI:>~ 6~o- 0.174 5tr- 2'-(j' 6'..6. I'.')" 8' -j" 81..6~ 72:' ~:= 24" 7~r- 10630 U' .4i
7e' (' 0.174 6~ 2'-(j' 6'o~ I',')" 8'-3" 9'-1}' 7i ,'tr- 38 24" 7 i"-- 12520 2." ,50
Spivot On Inlet Section
BellOn Outlet Seotion
Coutlet Section Shown)
B -l
Cylif)derical
. j i {For Straivhf FI~
OptlOMI Shope "r-/
A
L,,;
rs
A
LU -.J
~
It R
4'1
Toe Wall ~
I.
I
E
~
'I'~
~
C
i
OPTIONAL SHAPE
,"
I'
r"~/
o
B
~
E
STRAIGHT FLARE
SECTION SS
...
.
~
-0:
J
I !.
I-
I
I
~ Toe 'Noll
p
Toe "Noll
2 #4 Bars
SECT/ON AA
2,," For 3(j' To 72:' Pipe
12:' For IS' To 24" p!pe ~ ' _
I Iy- 1 l
"'~ r7 ~ ~n\1
FLARED END SECTION
Flared
EM
Any Wire Mesh A/raNJement Wllleh Provides
0.126 Square If)oiles Of Steel Area Per Lllieur
Foot 80th "Nays May Be U,edl Provided The
Wiles Ale Spaoed A Mif>imum Of e'Mld/Or
A Maximum Of 6" Of) Cef)ters.
(Co{)(xele Pipe SllOwf))
~
r-- .--.- =-r
SECT/ON CC
REINFORCED CONCRETE JACKET DETAIL
N07Et See FOOT If)dex 270 for desivn aM gelieral notes.
FLARrD END SECTION
F,D.D.T, INDEX 270
1-
3'-1'
- FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MATERIAL
ATTACHING TWO SILT FENCES
~., LIGHT DUTY Gr~ATE
. . ~ -:po;: 2" DEP TH
(2'-.3 5/8" X 2'-11
, '
4'-5" -1 ~~1
10 GA ALUMINUM SKIMME[~
OPEN TOP AND BOTTOM-
BOL TED or~ OTHEr~
CONNECnON EACH
SIDE OF SKIMME[~
BOTTOM OF
SKIMMEr~
EL: .30.00
4" CONC. SLAB ~
TOP EL: = 27.50 \
-----------~:~/~
,/ ,/
,/ ,/
,/ ,/
// ,//
,/ ,/
// //
,/ ,/
/// ///
,/ ,/
-1
· ~ Fa~
,: ',' }D, t,'
, .
. '
I_ 2'-3 5/B' -I
'\;\; J\;
J '\I
^ \; J\;
j
\J .\;
.1\.
\J J'v
l
_ ,- I ~p' !ll t~~I' '[
",~', I" 1 111'/111[' ~ Ildl
, I 'II,' 11
t I
I
'Ii ! 'I" '~I
I , .
'i , Ii
,ILfH~
mr-
PLACE mE END
POST OF mE
SECOND FENCE
INSIDE THE END
POST OF mE
FIRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECllON TO
CREA TE A TIGHT
SEAL \VlTH THE
FABRIC MATERIAL
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
CITY OF CLEARWA1ER, FLORIDA
PUBLIC \VORKS AD/.A[t~IS1RATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
:3/16")
..
SKIMMEr~ &
SmUCl1Jr~E
TOP EL: 31.40
4
4 . . ,.
..
'.0
~.
"
('".I
.1\ '\,
~J '/;.
'\~J 'L
v^
r\,
.I'
'\,
,/,
2' MIN.
~
~ :~:~~
" ~,"~ /~~
/", :(*
BACKFILLED TRENCH
DATE
i)02
INDEX NO,
607
1 OF 3
.
~'
,/
r--
(
'"
'--
CON mOL
STRUCTURE
24" PVC OU TF ALL
INV. == 28.00
~
.
~
III
I
,
-;to
. 2'-0'
2 1/4'
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
mE WIRE MESH
--.I
-' lru
~~."d',"
.. .."
,/
I ,/
-)<-::. - - -- - - -- ---,~-- -~- - ..'-
,/ .
// .'~
,/
,/ ~
ITEM ELEVA nON
Gr~A TE .31.40
SKIMME[~ .30.00
SLAB
27.50
.
~ .
,.
, .
2 1/1'
~
_!-. .a--
\
APPROXiMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED \Vlm
COMPACTED
BACKFILL MATERIAL
~
4" CONC. SLAB
TOP EL: = 27..50
W1D TH
NA
HEIGH T
NA
1.00
NA
6.42
4.42
.'JIC)DIF=I~O F=OC)r r'{p~ I'C;II INLE-r
C)IJrF= :~LL CC)Nr;~C)L SrnlJ(;-rlJn~ 0..1:3
CON-STRDWG 6/09/94 NTS
~;. 4'-(j'
V7"'-TOOI Edges To r Rodlus ~j---......
ri =~~;FL~F tt
t'j~I~~I~~~~I~ ~ tP~ .
-1/-. II II '" II II +t' 'J<,,>::' ~
_II . t!' Cieur ~ t!' Clew , .~ o:l ~ l<. ~ "-!
=;';1 =11==='1=~ =11==11= l~p , ~tJ~'~ ~
I~ II II '* I iJ -1 if:. ~ " '" <:: Ii')
[\.11 Ii. 1t4 Bur:~ (i 12 ~~~ B' (~~~i~ -
=F1= ==r= ~I =1 ,?F
SECT/ON AA ~ #4 Bors (i It!' CtIS.
15f, 3'-(/ 15ij'
I~'r 2'-11" ..+-"
V tOOl Ed,,, To t IWdI~L
'~~bfxFr~~
'-8"1_~~~1
it' Ciec~rt 12 11= = II ~
.11 ~! ii-R'-il II
~=fr==~ T
SEC TlON BB
GENERAL NOTES
~
~.
I
,
(,/
~.
~.
I
,
("U
\j
,/,
'\J
.I
^ ~ ~ Jv
\j ,/' '\/ r\j
;-
/ . RUNOfF
!-)YV'~ ~~~
\:y~ ~~
S5;>; ~;; ~
10 INCHES .~~ ~~~
(MiN) ~~ ~~ APPROXIMATE
~ ~)\" ~>>>~ 4-INCH BY
/// //////' 4-INCH lRENCH
'fr~/;~~~
WOOD OR
STEEL POST
'"
--1"0/-
I. These inlets may be used with Alt. B
structure bottoms, index 200.
~Notoh Permitted
(At The Option OfS[he v-
MOf>ufooturer) "'" i
C L3x3xi'
:;n r---
SECT/ON DD
SECTION CC
~1
i[jl1t.
~{
Steel Grotlf)g, Sfroi'Jld Bors j' x t'
Reticuline Burs t!' x it
TYPE F
PAVT. AND SOD
NOTE:
GRA TE SPECIFICATIONS: USF 6631 DITCH BOTTOM
INLET STEEL GRATE TYPE "F" H-20 LOADING
~r-
[ill:
~
~Ie Sod
SY
G 7
F 6
--l2~ .a--
,
--I- ~ -
~
DIRECllON OF RUNOFF \VATERS
t t t
~-
Sod
Sod
SOD ONLY
I t
~~-,-r--:
" ~
, . ~J)
'.
A
, . ,
REV, DA IT
DRAWN BY
BVD
CHECKED BY
B,G,
APP, DESIGNED BY
J' Concrete Pavement
Notes: I. Pavemef>t and/or sod to be used only where coiled for in the plOlis.
2. Cost of paving to be included in cost of Inlet.
PAVEMENT AND SODDING
DITCH BOTTOM INLETS
TYPE F
FDOT INDEX 2.3.3
PLAN
STEEL G[~A TE
H-20 LOADING
ALTEr~NA TE
CAST Ir~ON Gr~A TE
H-20 LOADING
:3'-0'
:3 :3/4' -~1/Ff~AMEt --rti.
~~mnnnnm]~] mvrJ
'A Ui
:3 :3/1'
4
.
,
'.
.
I .
2' -0' .
. ~ ..;
~
: ~.~: ~r ,4.
SEC llON
NOTES:
For~ ADDITIONAL DETAILS SEE FOOT INDEX NO 201 & 2.32.
BOTTOM '-~ SIDE STEEL IS Gr~ADE 40 #4 BA[~S 6} 12" cms WITH 2" COVEr~.
MAXIMUM DEPTH For~ THIS smUCTur~E IS 1.3'.
MAXIMUM PIPE SIZE For~ 2'-0" WALL IS 18" CONcr~E TE PIPE.
MAXIMUM PIPE SIZE For~ ..3'-1" WALL IS 24" CONcr~E TE PIPE.
r'\LL EXPOSED cor~NEr~s AND EDGES OF CONcr~ETE Ar~E TO BE CHAMFEr~ED .3/4".
CONcr~ETE SHALL MEET THE r~EQUI[~EMENTS OF ASTM C-4713.
F=OC)J INL;:::'r r'/P;::: l'C~l'
FDOT-CCWG 6/09/94 NTS
WASHED MA rEr~IAL MEEllNG FOOT r~OAD AND Br~IDGE SPECIFICA nONS
For~ SlUGA SAND AND (JUAr~ TZ Gr~A VELS, or~ MIX nJr~ES THEREOF
(LESS n~AN 1 PE[~CEN T SIL T, CLAY AND Or~GANIC MA TlEr~), U~~LESS
FIL TEr~ CLOTH IS USED WHICH IS SUI fABLE TO r~ETAIN n~E SILT,
CLAY AND Or~GANIC MA TTEr~ 'M THIN n~E FIL1Er~; CALCIUM CAr~BONA TE
AGGr~EGATE IS NOT AN ACCEPTABLE SUBSllTUTE;
UNIFor~MI TY COEFFICIEN T 1.5 OR G[~EA TEr~; AND
EFFECTlVE Gr~AIN SIZE OF 0,20 TO 0.55 MILLlMETE[~S IN DIAMETEr~.
THE MINIMUM VER nCAL PEr~MEABILI TY [~A TE (K) IS 1:.30 FEE T PEr~ DAY.
HiE CON mACTor~ SHALL SUBMI T TEST r~EPO[HS TO THE ENGINEEr~ TO VEr~IFY
THE SUPPLIED MA IE[~IAL MEE TS THESE r~E(JUlr~EMEN TS,
NOTE: COAr~SE AGGREGA TE SHALL BE G[~AVEL or~ STONE MEEllNG THE
r~E(JUlr~EMEN TS OF FDOT S TANDAr~D SPECIFICA nONS For~ r~OAD AND
BRIDGE CONsmUCllON, SECTIONS 901-2 or~ 901-..3 RESPECllVELY.
THE Gr~ADA nON SHALL MEET SECllON !]01-6, G[~ADES 4, 467, 5, 513
or~ 57 STONE UNLESS 01l~E[~W1SE SPECIFIED.
F= IL -r;::: H .'JI:-\'r;::: HI:\L SP;:::C; IF=IC :\'rIC)NS
SA VED AS "\QEDlT\MASTER\FIL TER"
FILTERTDWG 6/09/94
V WATER (~UALlTY EL == :.31.40
2..5')'
P[~OVIDE TEMPor~AWf
FIL fER CLOTli TO pr~OTECf \
TOP OF FIL TEr~ ME. D,'A TOE OF.. SOD-. \
DUr~ING CONSTRUCTION. SLOPE-~
I'"~ '1 ',,-, ~
, - ~~~
1"-'-1- \NO SOD ~-I_, -!<~Ullllllll\
H '~ "'~ ~. ,illmW-
( c-- ~-----~-----~-------~~.
I --- .' . .. ..,..'....,... . ' .... .'. .... '. .. ... . ;'---
~L~~
f (~";,o
,f,f,1t
' 1."
,
("IJ
F1L TER
MEDIA
'--.
LAGLE
PLAS TIC LlNEr~
30 MIL MIN
.,
INV.
IJNOErlOn:\IN O~ r :\IL
UDRAIN2,DWG 12/08/00 NTS
DESCRIP'DON
5'.4"
I' B -1 1 "
_ ;-::-. 1<1
.~ Tf-br:t :t J:tf j
B" I l 4' -(j' B"
~ A --.~ ., A
~ L .' Eye Boit ..--'- i- It .
C\J See Index 201 ~
. J r=F ~t or ~.1t -t- - "' --;:r
-~j ~f~ =!k; =Jt;;- ;\= ;~ ~ =-k
PLAN B..J .~
J'. rot J
( i8 Spoces (i,2,1-") C ~ I
19 Burs (i . 1
-.--- ~ r--~ ;.... ~}~ ,k:' ~~[[~r:
\:--.1 v'f.- r::: f'-~ L I; r--.
i"-,I,-~J~v I
'- v1i'- V'f.-~ f'>. .. 1'--'1 ir~ V'~'l
~r--I I.... ~' It) v [,
~ ~..r-- C, ~~
~ ' ~ v[L::~ I
I~ ~'~[~I__r--[[I~ I
~,\,o.f V tt'I'-'''(lIc1~ ~ ....,~k-l
iV1r<:;}?' I -:"'. l?11'ili" '
L_ D .J
C
STEEL GRA TE
I.
L3x3xi-'.~
~
'-3 x 3 x ,J'
,. S'-u' 1 [' 3"~~ 2~1jL
~. r= " ,.D "
#4 .~ If' Clrs
For Depths 13'
To IS' Tlie Two
Lewer Bars In
Long Walls
~~p.ed'~ lif
. -
---
. . . . .
.~
PARTIAL SECTION AA
PARTIAL SECTION SS
DITCN BOTTOM INLET TYPE F
INDEX 233
NOTES FOR T/-IIN - WALL PRECAST OPTIONS
I. Only tlie dlll1ens'ons af)d reinforcement ch(mges or oilier IllOdit'lcatlofls are Indlwled. For all of/,er
dlmel'sions and delails, Ille I.(eleflced Ifldex dn...iNJs apply. WI,M Ihes! pllJCf1,1 unils ale uSf1d
rr1Cofljutx,;t!ol'l :;vifh AJf '1811 SfruGdure Buttoms, Irldex 2'.:0, ffle tr1ferror d!mer!srOI1S of an Alt. ~B. 8ottom
cYJn be odjusled 10 reflect Iilese inlet inferior dinlensloM.
2. COllOrol. which moels llie rf1qulremel>fs of ASTII C 478 shull be uSf1d for slructures conslrwlf1d
to fi,es. delalls.
3. Refnforcemerd can lie either deformed bor refnfo((;emenf or welded wi/~ flJ/;ric~ Bar reiflforcemenf
other flKJnlO KSI may be used, hcwo\'f1r only fwo vrades ar. re<.'fXJniZf1dl Grode 40 and Grode
GO. Welded 'Nire fabric. inc!udtt?g doformed welded wire fabric. wfl! b6 recoc;ntz&d as /'CVitJg a
desrvn s'trellvth of 6S KSI. The area of reillforcement required may be reduced in OC<.Y;rdance with
Ilie EquiYuleld Sleel Ivea Table provided. For oors and -'pacii".lS not given, Ihe slc,.1 arf1a
required can be def.rmilied by file following equatiollS:
Grade 60 SI.e/lvea ' ~.,oo .;~ x A,.o
Welded 'Nire Fabric Sleel Ivea "A, "'", g x A,.o
In 110 oose will fabric ...ilh wiles slII{)llf1r flKJn 'to.! or spacings grealer fl1un If' be permitted. Bar
leinforeemf1ot shall she;,.,; ttle minimum yieid des;~Mtion ~rode mark of .ilher Ihe number 60 or
one (f) vrode roor k line 10 be acoeplable at file hiv/ier ,alue. lIaximum!xJr spacing sfKJII not be
~'f1al.r I,'>un two (2) tlll1es Iile slob thie-i<Mss wllh a maxllr/jm sp'xil'g of It!' or Ihree (J) times
Nle wall fhif..;/(fless, with a maxt'room spvo!ng of itf'.
EQUIVALENT STEEL AREA TABLE
GRADE 10 EOONALENT GRADE 60 EOONALENT 65 KSI
REINFORCING BAR REINFORCING BAR WELDED WIRE FABRIC
Bar Size g, 51..1 Bar Size g, /Jln. 51..1
5paclng Mea 5pacil"J Area
#4 ~ I~ CCEW 0,20 #3 ~S'l'CCEW .1333
Slyl. Designation
Min. Stee
Mea
J" x J". 'NJ.! x WJ.I or J230
"" x,,", W4,S x W4,S or
~. x ~~. W6,S x W6.S
# 4 ~ '/' CCE"N O.Z~# 4 ~ I! fCCE"N
or
# 3 ~ 7" CCEW
JT78
3' x J'" 11'4,5 x W4.S or
"" x "", 'liS,S x WS.S or
~~ x ~~. 'I/8.S x W8.5
.IC4I
#6 ~ o. CCE'''N 0,88 #S ~ o. CCEW
.5867
.,. x"" '1120 x W20 or
~~ x ~~. W30 x '1/30
.5415
or
"6 ~ '/' CCEW
#7 ~ o~ CCE"N 1,20 #6 # 6t'CCEW
or
"7 ~ :I' CCEW
,80
.7385
,,"x,,"'WZEx'1I26
SUPPLEMENTARY DE TAILS FOfr
MANHOLES AND INLE TS
FDG T INDEX 201
rrrrrr~
(~
3
a
a
~
o
()
w
~
<::
o
'C
())
E
ell
::2:
<(
m
i,()
~
o
D
N
o
o
N
N
N
2;
z
o
F=
!l.
iY
()
(J1
w
a
z
o
F=
()
::J
8=
(J1
"7
o
()
'-"
~
u
1i5
u
~
o
o
N
C")
~
~
o
o
N
C")
r--
G
:s:
~
-,
D
r rrr~~
"F mFFFF "r g c::
O:::W>-Vl-02Vl
ct:
w
<.:)
(/)"2;2'<
1-6;0<(1-
Z (/).:2:-)
" Z
~ 3: -j
<( <( 0
(.) a:: a::
(j) 0 0...
.
()
-z
--=-----
~
f? i
~ ':1
,~ lfi
LD"3
,~ ~
'E s::
<" 2
~ 0
~" ~
ilstfi
"..,
~e
n~
.",~
lfiU
~L~
'a~
tfi i~
,~ ~
8 i=
,d
....J
;:COAr~SE
1 AGGr~EGA IE
NWL EL = ,30.00
I~
,
\
I
I
1", gl
'k'lB~) EL = 28.00
6" PVC UNDERDRAIN SDr:~_
W1 rH PEr~FO[~A llONS AS PE[~ - FIL TE[~ CLOTH,
AASH TO M-1a9 FIL IE[~ X,
VAr~IES F[~OM 29.00 - 213,50 MIRAFI 140
or~ EQUAL
l' OVEr~LAP
--..
UJ
,....~
:=)
~
.~
UJ
>
>
~
--.J
<(
UJ
(...~
-z
.~
<"J
c)
-z
--=-----
<(
,....~
"'1
(J)
~..~
~
UJ
:----
~...~
~
<(
~
cJ
.r-" '~ <(
~ >< r)
<( l!J ~
UJ ~ c-.)
-r: rl. ~
:>l!..
UJ ~
. CJ "'.J--"
.--. ~
<( lJ tu
:---
r"'~ l!J <(
CJ lJ 3
rl.
~ ,"'~
(...~ LL <(
CJ LL tu
lJcJ~
()
lj)
(..~
~
l!J
:----
CJ
CJ
-r-
~
S
H
E
E
T
N
o
'10
()
z
.- C'J'~
o o.
o ......... ~
I 0 E5
.ti:N Z !l.
,r"") "i"
~" r--- ~ 0 P
0... 0
>-
~
~
z
~
::J
w
~
'!l.
D
~
'0
u.
a
w
::J
(Jl
(Jl
N
'.0
'.0
1.0
I
On~
~o)?2
'.0
Q) ~ ,....
:gn~E
(j) 0 r-- 0
~ "'--" ()
'.::i B x d'i
r.J _ 0 c
o lL. LL. Q)
a::L..'0~
~ 00 0
Q) Ll Lf) ,
- L.. 'J) ~
'301 ~
()IOl~
o E ?2
0'0
~o...R
N
r--
'-"
V
f-
"" (j
>.... ~ ~
...,..'.....,...."...r,........"" 'i ; .~
~j>' ~ ~
i . ij' ,'"
> ~
'. IJJ ~
~
~
~1
iJ)
--.J
~
<(
~
UJ
c)
UJ
(~
<(
'~
~
~
<(
,....~
c)
TOP EL= ,31-,00
, "
5'-0"
'.
4'-0"
12"
w
D..9:
() D..
cr::~
. ()
'Dri
z
I.E.= ,30.50
~ D..
()w D
~9: cr::
:J D.. ~
()
I.E.= 27.10
TO D-1
:J~(~rl(J:1 :\Wl;\
.,3' LONG,
6" \VlDE - .3000 PSI,
CONCHE1E WALL
(PE.l~ ASl1.1C418 SPECS)
,-t\
,3'-8"
3'-0"
~."..,.. "<,',". "",
... 4' .' ..,.J ',.,. ~. " .
. : ::):~\::{;~':~\"~~,.:\~':"'
~"'."'."....."...,."j\, .'.,
. . . ~~;,:.~,t:.~.,~,::
"<<'~'",I-
'~~
1/8" n~ICK ALUMINUM OIL e<
GREASE BAfFLE ANCHORED \"11
1/2" 5,S, ANCHOi~ BOllS
FROM D-.,3
HEADER PIPE
.. 4 ~"
STORMTECH SG-:J10 CHAMUE;~ SYSTEM
PLAN VIEW DE rAIL
NOT TO SCALE
15" RCP OUTFALL
PIPE ~} IE = 27.10
+=t-
(~
1Wr=! 1 Fi
-:l---f- -:+- ~ 1
If)
1 ,.s'
l
1
l;l
I
I
F
I'
6"
..-.-- '--
~
'-ill 1
1 -il--- -I+-
~I
1/8" mlCK ALUMINUM OIL &
GRE/~SE BAfFLE ,~NCHOI~ED WI - ~
1/2" $,S. ANCHOI~ BOLlS ~_
1"1
I
o
~
()
a:
~t\
15" I~CP INFLOW PIPE
FHOM SlHIjCTUi~E D-.3
r L:\: I 'J l~ '.',
I"
-I-
3'
l
I-
I"
I
1 , .s'
1
]-f ~
1.5' x 0.25' I~ECTANGULAR
SLOT ~} EL.=.31,1,O
CONC. BAFFLE SECTION
:J (: l'IJ(~'( 'J; l~ !J...2
!J1'J~~I:jI'()~J ;J();<
()(J~r(il(J!. :J(:I'IJ(~-(IJ.t~
N,T,S.
SC-740 END CAP
DESIGN ENGINEER IS
ENS RING SUITABILITY OF
SC-740
1 y, - 2 INCH W'ASHED
CRUSHED ANGULAR STONE
STORM TECH SG-:J10 CHAMUER SYSTEM
nPIGAL CH.OSS SEGHON DErAIL
NOT TO SCALE
PAVEHENT
PAVEHENT SUB-BASE
ACC~PTS 4' SCH 40 PIPE FOR OPTIONAL
R INSPECTION PORT
FILL PER
STORHTECH'S TABLE OF
ACCEPTABLE FILL HATERIALS*
~CLEANDUT U
( ~ ~~ 11 ~ ~ ~ ~ 1J~ 11 u ')
@1 = ,.. = ,.. 2' 0'
( -
,~
'" = '" = '" =- ! f", =- " 0 2'
'\ l~ \ ~ l~ h~ jl1 11 jl1 ~ ,\
ClO,7' LOA J
FIL TER FABRIC
6' HIN, DEPTH OF 1 ~' - 2'
W'ASHED CRUSHED ANGULAR
STONE BACKFILL
1 'I,' - 2' W'ASHED CRUSHED
ANGULAR STONE BENEATH AND
AROUND CHAt"1BER BED, DEPTH
TO BE DETERHINED BY
DESIGN ENGINEER*
^
I -85.4' INSTALLED 1
tm~JJmJJ1~~illlm/i r ~
1-33,S'-...j
STORf-ATECli 5G-310 CH^Ml3Ei~
NOMINAL CHAMBER SPECIFICATIONS
SIZE (''; x H x INSTALLED LENGTH) 33,S' x 16,0' x 85.4'
CHAMBER STORAGE wi 18' STONE
FOUNDATION DEPTH
MINIMUM INSTALLED STORAGE
'';EIGHT
40.4 CUBIC FEET
31.0 CUBIC FEET
35 LBS,
'SEE STORMl EClfS DESIGN MANUAL
W'ELL GRADED GRANULAR BACKFILL W'HICH CONTAIN AN
EVEN DISTRIBUTION OF PARTICLE SIZES W'ITH NO iv10RE
THAN 12% PASSING THE #200 SIEVE COHPACTED TO A
HINIHUM OF 95% OF THE STANDARD PROCTOR DENSITY,
SEE THE TABLE OF ACCEPTABLE FIll HATERIALS IN
STORHTECH'S DESIGN Iv1ANUAL, INSTALLATION HANUAL,
DR W'W'W'STORHTECH,COiv1,
6' HIN,
I
], 96'
H1N - MAX,
1
1 ' 96'
"r"AX
FIL TER
~; CATCH
1 '
"
1 '
DEPTH OF STONE
TO BE 18'*
DEPTH OF STONE
T [j BE 18'*
2' MIN, TYP.
1 y, - 2 INCH WASHED
CRUSHED ANGULAR
STONE, DEPTH OF STONE
TO BE 18"
DESIGN ENGINEER IS RESPONSIBLE FOR
ENSURING THE SUITABILITY OF SUBGRADE SOILS*
HEADER PIPE
srORMTECH SG-:J10 CHAMUER SYSTEM
GATCH BASIN DErAIL
NOT TO SCALE
'SE.E STO[~Ml ECH'S DESIGN MANUAL
'SE.E STORMIECH'S DESIGN MANUAL
fTfT
>-
LD
z
o
i=
!l.
rl'
()
(J1
w
o
rr ~ ~
--c-. c-' ~ D
IN -FF "FFFF 9
Ct:W>-Vl-OZVl
ci::
W
o
(J)"2~~
f-GJO<:1::f-
z U1.:2:-)
" Z
::J 3: -.;
<:1:: <:1:: 0
() IX 0:::
(f) 0 0..
(~
z
.-- C', ~
o 0
o " ~
I 0 8J
'~ (',j Z !l.
"....., ""- D
-'r---W1'
~ ~o
0.. 0
~~l J....~ 02 ~
~~C'ol 1./1 t:l ~ ~
-<0;- l in ~P.1 0 Z
8 ~;3 .'-.l I d ti:l ~ ~
-,-:j (ii; <:~ \' '<5~, '-, ~ ~
n ~,. ~~ z ~ iJ lJ 0 w
8~5 \~.t \ ~F- I,..
~ ~~~i;?l: f:,); ~,~ ~i; ~ D!l.
5(J"1.,~' ,;,~A- Vl~i,h~ (
~~4~~! '~~ r.J~~~
~,~d~ :..~J~./~"~~w~~ ~
..:J~ ~ i"Tr." .."' 1jp.:: < t~ 0
~~~\ t '.,dt;~J ~ 9 < 8 'l!...
i~ ~ i .!t~., 0 ~ ~f. (t~ 0
~U'~~~ I;:;:' ~ ~
.
o
-z.
~
~
~
r" ~
:E ,~
'~ C:
, UJ
[I ~
(J i
'fa !=
1-'= 15
~., ;:
lutfi
e-
ra ."
~~
.-
~-5
~L'1:
.~ ~
''>>
tfic
(J
::: ~3
(5 ~
..:J
W'ELL GRADED GRANULAR BACKFILL W'HICH CONTAIN A
EVEN DISTRIBUTION OF PARTICLE SIZES ''';ITH NO HO E
THAN 12% PASSING THElt200 SIEVE COMPACTED TO
MINIHUH OF 95% OF THE STANDARD PROCTOR DENS IT
SEE THE TABLE OF ACCEPTABLE FILL HATERIALS IN
STORMTECH'S DESIGN HANUAL, INSTALLATION iv1ANUAL,
OR \";\";W',ST ORiv1TECHCDH,
....
UJ
i"~
=J
:----
-z.
~
UJ
>
>--
:----
-.J
<(
l!J
i"~
-z.
~
CJ
c)
-z.
~
<(
,."~
,',.1
iJ)
~....~
~
UJ
:---.
~....~
.~
<(
=>
CJ <(
r) )< c)
<( UJ ~
UJ --.J cJ
~r: rl. --.J
=>~
UJ,' 0 ....
:---. J ,"~
<( (J l!J
:-----
,.....r: UJ __~(
cJ(J5
,. l. ____II ,"~
~""r: lL <(
CJ lL l!J
<J CJ --.J
()
iJ)
,."'~
~
UJ
~
CJ
<=)
'-r"
~
S
H
E
E
T
N
o
"J 'J
N
'D
'D
'D
I
OI'0~
2OJ~
'D
(j) ~,-..,
....1'01'
~ N E
VlOI'O
:.2 ....-"'" u
U L. X t.J'
'.J.s2oc
ol.1..l..Lrl)
IX .:o~
~ 000
(j) ..0 If) ,
- l.... IJ) ~
3'.J I ~
UIO'>~
oE~
go,-..,
NO.1'
N
I'
Q)
f-
~ I
~ ~
{j' ~
~ ~
q:: '"
iJJ -~
~ ~
~ >.
~ ~
IJJ ~
t::
~
~J
'1)
-.J
~
<(
:----
UJ
d
l!J
(:J
<(
~
~
~
<(
,."~
c)
-
c
o
'C
<Il
E
rn
(~
3=
o
o
~
o
o
w
~
:2:
-<
r--
N
~
C>
~
C'ol
C>
C>
N
N
~
C>
D
Z
o
i=
o
::)
~
(j'J
Z
o
o
~
u
as
u
C>
C>
N
('<)
!::::
~
C>
C>
N
('<)
r--
is
~
~
--,
D
P,VICI
PIPE
REs-rRAIN-r
THE FOLLOW'ING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2, TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6, DEAD ENDS
7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
\
-1 ~ Megolug Restroiner
~~~
Ebbo 1500 Series CTYP,)-~ ~ ""
,~~y
CTyp.)
L
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft,)
FIGURES BASED ON 30' DEPTH BURY, 150 PSI
8' PVC MAXIMUM SIZE USED IN SYSTEM
TEST PRESSURE,
NOM, I ELBOWS (deg.)
PIPE
SIZE J 1125 22,50 [45GQ
4 2 4 9 21
6 3 6 12 29
8 4 8 16 38
VALVE
TEES DEAD
BRANCH END
46
65
85
CITY OF CLEARWATER, FLORIDA
PUBLIC \VORKS ADMlt'lISTRATIOt~
ENGINEERING
28
47
66
REDRAWN BY
B,VD
CHECKED BY
REV,
DATE
APP, DESIGNED BY
G,C,H,
DESCRIPTION
THRUST
REST RAINING
DAn::
9/02/99
INDEX NO.
403
1 Of 2
Duc-rILE
IRON
PIPE
REs-rRAIN-r
THE FOLLOW'ING 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
Restr-i)ining Gi)sket
(TY0~.
~':J
-1 ~ Thrust RestrQint
~~,~~
~~ "(
DO NOT usEFDRl "" ~
VERTICAL ~ ~ ' ~'" y
~,
L
ON ALL TEES, A MINIMUiv1 OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG,
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft,)
* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST
FIGURES DON'T APPLY TO POLY \';RAPPED PIPE
PRESSURE
NOM,
PIPE
SIZE
4
6
8
12
16
20
ELBOWS (deg.)
22,50 [45 90
3 7 17
5 10 23
6 12 30
8 17 42
10 22 53
13 26 63
VAL VE
TEES
BRANCH
18
30
42
-t~
*
*
REDRAv.N BY
BV,D,
CHECKED BY
DEAD
END
30
42
54
76
97
117
1125
2
2
3
4
5
6
HEV.
0....11:
DESIGNED BY
G,C,H,
l!ESCkli'n1UllN
I\I'P.
-rYPICAL
VALVE
sE-r-rING
n,ts.
V~~~~\-?T<<~~~
~7~~ ~~~~
~"</
Adjusti)bl~ r-->
Vi)lve Box ~
'-
If1
r;::
o
L
<...
o
(+-
c <...
L ilJ
>
~ 0
\0 U
\./hen Vi)l ve Occur-s in ROi)dW-O.-~
se t Bi)se on 10-COMI"10n Br-ick.
j ',/,>%,
~<'<~v/
/~1 II II-r ~
><~ L~ &
~ 11~
;; '" ~ ',10 ter Moin
Mech, Joint Vi)lV/ ~
Restr-i)ining Joint
'+-
o
(IJ ~
.p
Q.
ilJ
H
~
REDRA'HN BY
B,V.D,
CHECKED BY
REV, DATE
Af'P, DESIGNED BY
G.C,H,
DESCRIPTION
CTyp,)
THRUST
RESTRAINING
0....11:
9/02/99
INDEX NO,
403
2 Of 2
DAn::
01115/92
INDEX NO,
402
1 OF 4
TYPICAL FIRE HYDRANT SETTING
n,t,s,
u~
;1 :t
--- Fir-e Hydr-i)nt AsseMbly
CTyp.)
ONLY APPROVED
" .--.J0
- r- ~t:
v
Kennedy G'....!i)r-dii)n No, K-81A
Muller- Centur-ii)n No, A-423
U,S, Pipe Metr-opoliti)n
Disti)nce Vi)r-ies
l
.
18' Min,
24n Mi)X,
, "''I'
,--,
7'~~T~~'
7'%~'<~<<
0, / 7).::
Box
/volve
',~~~
~0Y/
0-,"
Box
/vnlve
~~<S(~
~~//
0-'''-
v,V/~~~
,,/~/>.::
/,
--~,
" ''''>>:
C
L
-
.:..
~
'J)
I
(IJ
= I 1./ Mech, Joint Volve
Lt:lfr~
1 ~ Restr-i)ining .Joint CTyp,)
Connecting Piecew 1 in tegr-i)llYi
Ci)st Mech, Joint Gli)nd on
one End-DJ, Roti) ti)ble Mech,
.Joint Gli)nd on Other- End,
) ~
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAl HYDRANT
SETTING
TAPPING SLEEVE
Af'P, DESIGNED BY BY CITY
NOTES:
1. All Fir-e Hydr-i)nts to hi)ve 5 1/4n VoJve Sei) t,
2, See Index # 407 for- Ji)ck 8x Bor-e Deti)ils,
REDRAWN BY
B,V.D,
CHECKED BY
DAn::
05/19/93
INDEX NO,
& VAL /[402
4 OF 4
REV, DATE
DESCRIPTION
-rYPICAL
HYDRAN-r
SE-r-rING
n,ts,
Connecting Piece w/integri)lly ~Uk ~ 1)
Ci)st Mech, Joint Gli)nd on ~
on~ End-D,I, Roti) ti)ble Mec~ R'i ~I,
JOint Glond on Other End, ~,' f'1111' -r
~IU I Length Vi)r-ies
1 (See Note 1)
Vi)lve i)nd Hydr-i)nt Tee
vv ID,I, Ro ti) ti)ble r-;;;;:-
Gli)nd on Pli)in End Br-i)nch, Il. ~.
" ~ ~~~~
~-tt
Fir-e Hydr-i)n t AsseMbly
CTyp)
.-- Mech, Joint
Vi)lve
)
'\
'ti
~ ',In ter Mnlr
NO TESI
1. On Hydri)nts Requir-ing Runout
Li)st Two .Joints Must Be Restr-oined
Per- De ti)il 403 (2 of 2)
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINIS1RATIOt~
ENGlt~EERING
TYPICAL HYDRANT
SETTING
PLAN VIE"';
REDRAWN BY
B.V.D,
CHECKED BY
REV, DA TE
Af'P, DESIGNED BY
GCI1.
DESCRIPTION
t
l(~~
Topped FlOng/ '~,'. , r Bro5s Nipples 2' Bo'ckflow
BO,ll VO,lv/ ffJ I CTyp) / Preventer
/ ]Im II~J]cOOOJJL---
90. BrO,ss ElV
~
,~ :l
J
Flow
) ~ Topped Flo'nge
~J ~ BO,ll VO,lve
Ilml /
~ 90. BrO,ss Ell
-:.;;.-
BYPASS DE fAIL
Flo'nged
Approved Bo'ckflow
R. esllient SeO, t PlO, te Stro'lner ! Prevente* Resilient SeO, t
OS & Y Vo'lve~ r / OS & Y VO,lve
Flo'nged Te~ / Flo'nged Tee
90' B''''''--, '" El-a Al ~/ /FlO,nged 90.
~ngj ~n ~-~[ 0 0 0 0 ~ Unlflo'nge
E=3 Meter t__
Bend
,v
,I, r-.~
~
12'
~ DJ, Pipe
k
/
;' \ ,It
,\t
\//
Supports
~
Bend~\2ill
J
-3
~
"'-- M,J, 90. Bend
MJ, 90.
- :.--
Flow
TYPICAL COMPOUND WATER METER SET
NOTE:
1. 0 S 8< Y VO,lve Ho.ndles will be Cho.ined o.nd Locked,
2, Meter Sets will be Po.lnted After Insto.llo.tion,
3, Bypo.ss Pipe 8< Fittings Sho.ll be Threo.ded Bro.ss,
n,t,s,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINIS1RAlION
Et~GINEERING
TYPICAL COMPOUND
'JA1FR :-1ETE.R SET
90. RISE
3' ,4' o.rJlj 6' i~DDELS
~ APPROVED R,P, DEVICES
Hersey-Beeco Model 6CM
Ar'les 5000 SS
W'o.Hs lv10del 909 or 009
Conbro'co 40200
~ APPROVED DOUBLE -CHECK V AL VE~
Hersey-Beeco Model No, 2
AMe s 2000 S S
1,.10. Hs Model 709 or 007
Conbro.co 40100
DESCRIPTION
Af'P, DESIGNED BY
REDRP:HN BY
I~JP
CHECKED BY
DAn::
REV,
DATE
01115/92
INDEX NO,
402
3 OF 4
DAn::
02/94
INDEX NO,
405
3 Of 5
fT-Trp ~
o
~
o
o
w
~
er::~
.' :.~:; ~. 't',;;':-}']. ~,' ~ ~ ~
:Ea~'~i','(,', '.Qfj 2
:'~~~l; " ~ =d~1-,6 Q
W~'~~~;'t' '\i'j.t.:~ Eat? ~ ~ 8:
~~I~~~~~(' ~ ~Ea:: 0
h- P ij~i~:.. },(), '- -y; p:;. ~ Ff
~ ~ f~l l".) i\',-'f5 ~Vl ~ 1:1 ::)
)l, ,'.-' ~\''i f..~, iJ-<(
<..'J:-4....'l\?;'. ',\:~' ./'t'1. : .w a lJ,.. r.;
.16'L~.~ :i'~'0 ~Q 1er::~o 0
Vl ~ " .' \'if.'" .. 0< ."l..J Lt.
~ $.' If;,' /', ..;-- '. Z:J).,. J:; ,';(
,) ij ~.' t~! " {}<< ?J\" t.> 0
~9~,.,l,\, \~<(::- ,.IIl:::>::,' ~ W
[!J [!l/~ ,: .... ~. ;. \)P , F':J
!XQi.,,:l'" ,,'1\' ~ 5: ,.'r,. '(n
w8D" ,,~.) L 8..n
~.1~ !", U1
STREET \'V'ITH CUr~B
I
CL
STREET WITHOUT CURB
NOTEI THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BETI,/EEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS
NOTE: THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE SHALL BE U
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-G IP
GASKETS FOR AMERICAN FASTITE PIPE, THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS,
CITY OF CLEARWA1ER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMlt~ISTRATION
Et~GINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
Ti)pping Sleeve 8x Vi)lve
r By City) Fee by
I Owner or Contr-i)ctor
ji~ ~
l~~
~ Exis t, Iv/i) ter Mi)in
u
o
r:Q
0..
o
w
l1al~rll7';-lllITI '~IT1::::-::' -
=Lllm~
1.4' Min, ~
36' oln, 1
--. - -=rll I W'TTC.TII='-
2l9ff.JWll=1
. 4' Min,.J
~
J T
Steel c051nl Dudi!- ~ RestrQlnlng
(Size Vo.ries) Iron Pipe Go.skets
(typ)
J
Cl:W>-Vl-OZVl
Ci
W
o
UI,,:>~~
f-G;O~f-
Z UI.:2:-)
W ~ .
.-J ;;> ,
~ ~ 0
() 0::: 0:::
if) 0 D..
NOTES
1. All pipe thr-u ci)sing to be
duc tile iron,
2, All pipes within ci)sing to be
r-estr-i)ined by r-estr-i)ining gi)skets,
3, Ci)sing pipe to Meet F,D.o.T,
s ti)ndi)r-ds,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINIS1RATION
Et~GINEERING
I 2/95 NOTES ~ PIPE DESC.
REV, DA TE DESCRIPTION
REDRA'HN BY
B,VD,
CHECKED BY
G,C,H
APP, DESIGNED BY
G,CH
DATE
1/90
INDEX NO.
407
, Of 1
GCH
,JACK AND BORE
SERVICE
CONNEc-rION
DE-r AIL
NOTES:
1. \./A TER MAINS TO BE ON NORTH or EAST SIDE OF R.o.W.) APPROX, 4 FT, BACK OF CURB
UNLESS 0 THER\./ISE AUTHORIZED BY CITY ENGINEER,
2, SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO, 3), THESE SERVICES TO BE CONSISTENT \./ITHIN THE SUBDIVISION, DRIVEWAYS
SHALL NOT BE BUlL T OVER METERS,
3, ALL LINES SHALL BE CHLORINATE1) i)nd PRESSURE TESTED CTEST FOR ONE HOUR @ 150 P,S,U
UNDER THE DIRECTION OF THE Ul1LITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE
TESTING i)nd CHLORINATION) THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES,
4, TEN F T, SEPAR'A nON REQUIRED BE T\./EEN PARALLEL \./ A TER 8x SAN IT ARY SEWER LINES,
5, SADDLE IS REQUIRED FOR ALL SEI~VICE CONNECTIONS TO 4" PVC MAINS, SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6n o.nd LARGER PVC MAINS, LARGEST SERVICE
CONNECTION TO A 4n MAIN IS 1 i/2' i)nd LARGEST TO ANY MAIN IS 2',
6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36',
.
lJ
~
~
----
"..,
in
f? :R
~ ,~
,-, C:
!)w
l1J3
.!-l ~
~ rs
I- (5
..? ::
iutli
,-,
~e
i'\ ~
~., ,is
~p
.~~
- ~
tli~
''>
dg
c'd
.-J
.....
l!J
(~~
=J
:.----
~
--=----
l!J
>
Thr-eoded Cor-por-o. tion
MUELLER H15008
or- oppr-oved equol
CTo.p 0 t 45" Angle)
Stop
>-
:---
--.I
<(
l!J
(.".~
r Cur-b Stop
/ MUELLER H14350 with
__ --~dI\ '.,.&F~,. '~.',.~."'~."..M"", COI"1pr-ession inlet or-
~ ~.,.~~lr~~
LocI-< wing 0.1'1
oppr-oved eql),l
Soddle if Requir-ed
See Note 5 ~,'t-".~~
SQcJcJle shoji ho ve cJouble ('~ I
s to.inless steel s tr-ops ....-.,~~
wi th epoxy coo ted ---- ~
ductile ir-on body,
.~
~
CJ
c)
~
~
<(
("~
r(l
~
\,jo. ter- Ser-vice Tubing
Dr-iscopipe 5100 or- Endot/Yor-dley
Blue Jet) SDR 9, 3408 Polyethylene
wo ter- Moil
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISl RATION
ENGINEERING
1 12/22/94
REV, Io'A TER SERVICE
TUBING TYPE
DESCRIPTION
REDRA'HN BY
B.V.D,
CHECKED BY
DAn::
"';ATER MAIN SERVICE .01/15/92
INDEX NO,
CONNECTION DETAIL 401
1 OF 3
GCH
REV, DA TE
APP, DESIGNED BY
r.;~~
-,..
:6: ~II~ 0 -~911F"1?
o ~I J~~
lj)
,-...~
~
UJ
~
,-...~
~
<<
=:)
cJ <(
r) )< c)
<< UJ ~
UJ ---' CJ
""r: rl. ~
:s;~
UJ0
~J
<< (J
,-~~
~
(]
Top View
For-d Meter- Flonge
For-d Angle \
Vo.lveCFlo.ngecJ) Flow ~ ;;\_ \
~"e~[ 8- ,
~ Meter- n
(Flonged) U
C Q)
-- -0
c:5 __
:LV')
Appr-oved Bocl-<flow *
P r- eve 1'1 t ion De v iciff lo 1'1 g e d )
/
:::l
or
o Br-o.ss Nipple
~~
.....
(.".~
l!J
~
UJ <(
CJ()3
,-l. I~ (....~
,"'~ .~ <(
C,J LL UJ
lJ CJ ~
(J
~
Q)
E
o Q)
+' -0
1JiV)
:3
U
t
12"
j~~
Y\I
----------
TYPICAL SINGLE DEVIC8 1/211 o.nd 2/1 MODELS
lj)
(~~
-=--=--.II
UJ
:----
CJ
Q
-,.---
~
NOTE:
Device Must be insto.lled level,
~ APPROVED RP, DEVICES
Hersey-Beeco Model FRP II
W'o.i;i;s Model 909 or 009
Conbro.co 40200
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINIS1RAlION
ENGINEERING
REDRN'/i1'j BY TYPICAL METER SETS 1,.1 DAn::
~JP 02/94
CHECKED BY BACKFLOW' PREVENTER' INDEX NO,
1 1/2' o'nd 2' MODELS 405
2 OF 5
S
H
E
E
T
N
o
'e2
~ APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
1,.10. i;i;s Model 709 or 007
Conbro.co 40100
DESIGNED BY
APP,
REV,
DATE
DESCRIPTION
'l
o
1=
0..
~
U
(J1
W
o
c..?
Z
, r=
2
~
W
0..
..- l'.J
o 0
o "-
I 0
'Ii:N Z
. I") .. "- D
'!'-WI'
~ ~O
D.. 0
N
<.0
'.0
'.0
I
on~
2roi!2
<0
II) ~ r--,
~n~E
(1)01'0
"T.J ....--' ()
-0 'i: x t.J'1
o ~ 0 c
o '.L u... II)
0::: c: 0 ~
~ 00 0
.'E-e~3i
30 I ~
UI(j)~
oEi!2
~ 0 r--,
ND..I'
N
I'
'-'
Q)
f-
. . ~ ~
(~ ~~
" ~ ~
~ ii)
~ ~
0::::
~
~!
'.I)
--.I
--II
<(
:.----
l!J
c)
(~~
l!J
:.----
<(
;;::;,
~
C
o
'C
I])
E
rJl
D
~
-<
r--
':1:
N
""
C:i
N
o
o
N
N
N
(3
~.
z
o
1=
u
:J
~
~
(J1
Z
o
o
~
:3
'J)
u
~
o
o
N
<')
!:::
~
o
o
N
<')
r--
G
~
~
"1
D
~
Concrete Po.d 4#
Thick x 11-6# Sq.
6# or an - 1/8 Bend
Plug
(See Note)
Sewer Mo.in
CLEANDUT DETAIL
N,T,S,
~
~
"-.
(Y)
M
24#
l ~
~~ .
~
T
1~
rrrrn~ ~
o
~
o
o
w
~
r~~r
N ~ ~ F ~ (D FF ~ g
I C!:::W>-I/l-OZI/l
~-
fS~N R rJl >-
,[fg J'~ OS ~ ~
0, ~N iJ') VI '0 ~
~o, i' 0 . z
~ ~ \." iJ') ~ P.1 .~ :s
&3 1:1'" '. ..... .;: . '.i.J ttl -
1l: ~;t ~'~. ." ~ ~,~l" 6 Q
6"~~ ~~ .\~w 8~~~ ~
w.' 6.?i;('> ~/.Jp"~. 't<a: ~ 8',~ n: 0..
~~:J:J~ ..-;.{ ~.. ~~~~ D
r;J ~ ~ III <~ ..6- \ ~ ~
4.~J\7 :-~~ ~(:t'! t:l ~l'5 ~
..:'" '~")J.'~ '.'-';:'::l i]) 0
':)~ :<...- ./ \" ~~::>i5 ~
o~ '''~,~.a -<, 0
VI p: Ii'! '. ~~.." ',< Ie':! lL.
j~~' 'I)'..:..~'. .5' ~~/,~ 0
a.. 8 ~ i \ ~Y...{ " ~> 'U: W
>, WU:~," <{f-, ~ :J
".Vl'OO ,,? '1 w U1
"'" 0 ::> - lJ U1
~..2E -<,'
Cl:::
W
o
(j)"2;2Y:
~CDO~~
Z (j).:2:-::>
~ ~ -;
~ <t: 0
(;) Cl::: Cl:::
VJ 0 Q..
I'
j
I.
8#
~
CJ 0 CJ
2 Non-Penetro. ting CJ 0 CJ 0 CJ
Pick Holes CJ 0 CJ 0 CJ 0 CJ
----.... 0 CJ 0 CJ 0 CJ 0
o 0 CJ 0 CJ o 0
0 CJ 0 CJ 0 CJ 0
CJ 0 CJ 0 CJ 0 CJ
CJ 0 CJ 0 CJ
CJ 0 CJ
SOLID COVER
I-
I
25 1/2'
.
(lJ
"-
.--<
I ·
13 1/2#
~
1
.
(J
-:;/,
~
"'---"
~i
~l1J
LDC3
tj ~
'~ E
~ :5
.~
e c
Il)W
,...,
fae
n: g
c:>~
. ''0
:g .'1:
,~
tfi~
g
~ T~
o ~
--..l
25 3/4'
~~~"\~~"i}"""~~~
NOTE: Cleo.nout plug to be
[J,S, Foundry 7621
or equo.l,
NOTES
1. [J,S, Foundry No, 117 Ring And BL Cover, Or Eql.Ao.l,
SOLID COVER SEC TION
\.Jeight 120 lbs,
....
~
(.. ,....
~
=J
~
'l
~
~
>
REV,
CITY OF CLEAR\./ATER, FLORIDA
ENGINEERING DEPARTMENT
REDRAwN BY STANDARD DATE
A, 1/07/95
CHECKED BY CLEAN OUT INDEX NO,
W'J,$, (So.ni1;o.ry) 304
APf'ROVED BY 1 UF 1
T,CJ,
29 1/2'
CLEANDUT PLUG DETAIL
RING - SECTION
\.Jeight 85 lbs,
REV,
CITY OF CLEAR\./ATER, FLORIDA
ENGINEERING DEPARTMENT
REDN~~~ BY SANITARY SEVER l/A9~
CHECKED BY MANHOLE COVER INDEX NO.
RC s, CAST IRON ?c~ __
DESIGNED BY
APP, U,S,Founctr 2 Of 2
N,T.S,
DATE
DESCRIPTIUN
APP,
DATE
DESCRIPTlUN
/ - See Index No, 301
31
. '~~,"- /1 / ~ 4 loyers of briCK
'"
Approved bo.rrel joint seo.ls
o.re NO-Rings' o.nd 'Ro.l''1-Necksll,
Two continuous rings 0. t o.ll
joints,
>--
~
~
<(
~
,....,-:
.~
CJ
C)
'l
~
<(
(' ,-:
,.''-1
DATE
9/91
INDEX NO,
302
2 OF 3
/j)
,.'r
~
UJ
:-----
(''Or
~
<C::
=-l
<J <(
r) )< c)
<C:: LU ~
LU ~ cJ
-r ,.)
~~~
:s:~
l!J C~ ,
:----- J ....~
<C:: (.:J UJ
:--
l"~ UJ <(
~~(J3
.~ ~ ,'~
,."~ LL ..,-:
CJ LL UJ
(J CJ .~
lJ
Concentric cone (Flo. t cover
on sho.llow Mo.nholes 01 to
41 depth)
41 Min,
Steel reinforcel'lent
5# Min, wo.ll thickness
type II o.cid resisto.nt
ceMen t 4000 ps.i,
Grout fill opening with
non-shrink Mor to.r
CITY OF CLEARVATER, FLORIDA
ENGINEERING DEPARTMENT
(j)
,-'r
~
LU
:-----
CJ
CJ
-r
~
S
H
E
E
T
N
o
oJ ~3
Grout flow cho.nn
\ '\- 2' joint in pipe entry
~ CTypico.D
P,V,C, pipe requires Mo.nhole
o.do.pter coupling by Flo
Controll Inc, or o.pproved
1''10. ter stop coupling,
~~DTES
1. Preco.st Mo.nhole drop Mo.y be o.pproved by City
Engineer, Shop dro.wing subMitto.l required,
2, Drop required when 21 or over, ~
3, Mo.nholes sho.ll ho. ve o.n in terior o.nd ex terior co ting ,
of 0. t leo.st 15 Mils dry thickness PRoLo EP214-= 51
Epoxi-Mo.stic or Koppers bituMo.stic blo.ck solutio
300M, REV, 1 DATE
DESeRIPl !UN
REDRAwN BY
Novo
CHECKED BY
\v,J's,
Af'P, DESIGNED BY
T,C,J.
PRECAST
SANlT r\RY r~ANHOLE
DETAIL
-
r:::
o
'C
(jJ
E
Ul
~
<l::
LO
'?
'"
':t
o
~
D
N
o
o
N
N
N
o
~
z
o
1=
0..
~
()
(J1
W
o
z
o
1=
o
:J
~
(J1
Z
o
o
Ln
~
u
~
u
o
o
N
'"
!:::
o
o
N
'"
r---
15
~
~
,
D
~
.:(
o
--..l
~
Z
lL.
D
(~
Z
.- '" r=
o 0
o " ~
~
lOw
.~ N Z 0..
, f<f") "....... i D
-, WI':
of'-..f-O
Cl::: ~
Q.. 0
N
cD
cD
(D
I
On~
OaJaJ
~ (D ~
Q)~"
....~~
~ N E
V)o~o
::2 ,,~ (J
,j 0 X r.J'>
gG:t'i:~
Cl::: '.J
.: 0 ';:;
~ 00 0
Q) .D L{) ,
- L (:Jl ~
301 ~
()I~~
oE:?2
0-
~o"
NQ..~
N
~
'-"
Q)
f-
, ()
~i~
'"'.,, ~ ~
~J 1;
~ ~
l::
~
~I
lj)
~
"'---"
<(
~
~
r)
..... ,-:
~
->
~
~
'1)
>--
..... ,-:
<(
~
"'---"
'-/,
"'---"
<(
lj)
NUMBERS SHOWN IN PARENTHESIS INDICATE ELEVATIONS REFTRENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, (10,00) DENOTES ELEVATION IN FTET ABOVE SEA LEVEL,
THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO THE RULES, REGUlATIONS, ORDINANCES, AND/OR JURISDICTIONS OF LOCAL, STATE, AND/OR FTDERAL AGENCIES,
THE REQUIREMENTS OF SAID RULES, REGUlATIONS, ORDINANCES AND/OR THE LIMITS OF SAID JURISDICTIONS ARE NOT SHOWN HEREON UI~LESS STAl ED OTHERWISE,
THIS DRAWING, SKETCH, PlAT OR MAP IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND THE RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, AND
CERTIFIES TO THE DATE OF FIELD WORK AND NOT THE SIGNATURE DATE.
THIS SURVEY \'iAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND Iv1AY BE SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD,
F'RIOR TO THE CONSTRUCTION AND/OR RELIANCE ON THE FLOOD ZONE NOTE, THE BUILDING DEPARTMENT SHOULD BE CONTACTED FOR VERIFICATION OF FLOOD ZONE.
UNDERGROUND INSTALlATIONS OR IMPROVEMENTS, INCLUDING BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED, EXCEPT AS SHOWN HEREON,
ANGLES, BEARINGS AND/OR DISTANCES DEPICTED HEREON ARE DESCRIBED AND MEASURED UNLESS SHOWN OTHERWISE,
PROPOSED BUILDING DIIv1ENSIONS NOT TO BE RELIED UPON FOR USE DURiNG CONSTRUCTION PHASES,
ALL EASEMENTS SHOWN HEREON ARE FOR DRAINAGE AND/OR UTILITIES UNLESS SHOWN OTHERWISE,
THIS SURVEY OR SKETCH DOES NOT REFLECT OR DETERMiNE OWNERSHIP,
BEARING MERIDIAN ESTABLISHED FROM AN ASSUMED BEARING OF NOO'20'13"\'1
BEiNG THE NORTH-SOUTH CENTERLINE OF SECTION 17,
NOTES
1.)
2,)
3,)
4,)
5,)
6,)
7, )
8,)
9,)
10,)
11.)
~
AS SHOWN ON
GULF TO BAY GARDENS
I
I
I
I
-
I
I
I
I
I
I
I
11 I
n
ro
N
I
I
I
I
I
I
I
I
I
I
I
I
~
--tf'o.
..........~
~
,rj
3w
vi 1/1
w..
~O
f----t
w............
O~
.w
0::,
02
Ow
'I
3:;f--
2w..
0
<)
<)'
')
~
LOT
17
18
LOT
~
<)
~.
-~--
~
~
"""
--~
~
~
<)
C).
')
D<"<"D ~
C'II).. 0'0
~1: 0", 0".. 1 ~
<";;> ;{/l: 'f"6:S; ~
'1/1',0(;; ,oQ
Cr. <";;> ,
1'c.?S' S<"1/0'V/?,'0,9
0'9,j, (-1'i' Q
0--
<"
(D)
~
~
<)
<)'
'II
~
~
'1.>
'1~
~
~
o
w
~
0..
2
::J
~
(*) NOTE: TITLE SEARCH SHOULD BE MADE TO SEE IF ADDITIONAL RIGHT-OF -WAY
HAS BEEN DEEDED TO THE CITY OF CLEARWATER FOR ROAD RIGHT-OF-WAY,
ABBr~EV'A TIONS
SEC, = SECTION
TWP, = TOWNSHIP
RNG, = RANGE
F = FIELD
P = PlATTED
o = DESCRIBED
C = CALCUlATED
I-A = MEASURED
EL, = ELEVATION
NO, = NUMBER
N/N = NO NUMBER
COR. = CORNER
BDRY, = BOUNDARY
ST, = STREET
DR, = DRIVE
RD, = ROAD
lA, = lANE
CIR, = CIRCLE
CT. = COURT
TYP. = TYPICAL
POR, = PORTION
CHD. = CHORD
BRNG, = BEARING
CONC, = CONCRETE
DIA, = DIAMETER
COL. = COLUMN
AVE, = AVENUE
RES, = RESIDENCE
COV, = COVERED
GAR, = GARAGE
BLDG. = BUILDING
WD,FM, = WOOD FRAME
SiP = SCREEN PORCH
CiS = CONCRETE SlAB
M/S = METAL SHED
W/F = WOOD FENCE
C/W = CONCRETE WALK
C/O = CONCRETE DR~E
APP, = APPROXIMATE
BLVD, = BOULEVARD
ENC, = ENCROACHIv1ENT
STY, = STORY
FL, = FLOOR
PG. = PAGE
PB, = PlAT BOOK
B,M, = BENCHMARK
R/W = RIGHT-OF-WAY
W/C = WITNESS CORNER
R/P = REFERENCE POiNT
P,C, = POINT OF CURVATURE
P,O.B, = POINT OF BEGiNNiNG
C.L.F, = CHAiN liNK FENCE
C/L = CLOSURE LINE
A/C = AIR CONDITIONING
~ = CENTERliNE
S F C T I C) ~J
'1 "= ,3 0 '
LEGEND
o SET 1/2" IRON ROD (NO, L,B, 5789)
JJ: SET DISC 1-1/4 (NO, LB. 5789)
. FOUND IRON ROD (SIZE AND NO, AS NOTED)
o FOUND IRON PIPE (SIZE AND NO. AS NOTED)
JJ: FOUND NAIL AND DISC (SIZE AND NO. AS NOTED)
" FOUND CONC, MONUMENT (4"X4" UNLESS OTHERWISE NOTED)
; ~ FOUND NAIL
@ FOUND "X" CUT
6. SET WOODEN HUB
V1 NOT TO SCALE
17
TC)WNSHIP 79
S.
r~ANGE1 6
E.
SCALF
GULF TO BAY GARDENS
P,B, 50, PG, 60
LOT
16
LOT
LOT
14
LOT
13
LOT
LOT
LOT
LOT 9
LOT 8
LOT 7
LOT 6
12
11
10
15
SOOO:lO'1,3"E
61 2.61 ' (C&M)
I
-------^y-------
530,01' (D)
~:')
82.60' (D)
C)
CJ
.
CJ
01
I,........'
ou
I :--':--'
00
I q ~
00
I ~ ~
I
I
I
I",
o
I '-"
w
I~ ~
I~ 0
PoN:i.:::~'E~)"::~~\ _ ~D:~2~~~3~~)~D)(D~ _ _ _ ~ ~B5N8:D~6::~:: (::~\1 ~ 0
PARCEL "B" (O,R, BK, 6350, PG, 2183) J '20' "\" (D) 8308' (D) l 'i'
NOO'20'13''\-V (D) _ _ _ _ _ _ _ _ ~16,8~ (D) _4~,92' iC~ OVERA~ PARCE~13/0~ _I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --=-"Iv- N89_ .23~ _ _ _ _ ~ _ _ ~ \ :--'
~rC - - - - - - - - - - - - - - - - - - - - - - - /11\ (~NOO'20'13"W (D) T 131.85' (D) 131,92' (C) ~ ~C~~~?N~J ~
'" I ( r I 1 I 1 COI~PANY g
o ,-... ,-.." N
'-" 01 10
.. I ,-..,,"--'" '--'"
r----. ~ 0 0 I I
~ CJ q I '-"'0 a
3: ~ ~J ~ I a :;j I I :;j
:: u . ~ S, 15.0' OF THE N, 100,00' OF q 0 0
t") Y I.I), ~_I THE S, 1120,00' OF THE IV, 130,00' g ~ I I ~
..- CO C> I PORTION OF PARCEL 13/041 , OF THE S, 1020,00' OF THE 1'1, 130.00' ~ U I
~ r' N,300,00
CJ \~..- \' -I :: ~r
t"'J t~ ~ I ~ ~ I
~ ..- ~ PAr~CEL 1.3/0,3 I~ ~I
~~ : ()
'J D..J I O,R, BK. .5846, PG, 2122 PARCEL "A" (O,R, BK, 6350, PG, 2183) -+~-1
7' ~ ~ I CORRECTED iN (O,R. BK, 9005, PG, 114),.....1 I",
o 0
0' '--' I I '--'
'-",3 I I }'J
}'JOI 10
o ~.D ~o
5,0' (D) ADDITIONAL RIGHT-OF-WAY -~.D ~.~ .1. m,~ P,O,B, PARCEL "A" PROPOSED RIGHT -OF -I~";. UNE
(O.R. BK, 9052, PG. 1190) ~ :53 ro' / & PARCEL 008,1 PER CITY OF CLEARWAl C PETERSON
. :53 1/1 I) l I Z / r MONUMENTED RIGHT -OF,-y,W liNE (*) SURVEYING", l
"" r DESCRIBED RIGHT-OF-IVAY liNE 2 \IVN~ L,S, ~2~ _ _ _ _ _ _ _ _ _ _1_ _ _ _ _ _ ~ -= __ _ _ _ _ _ -=OMP~NY _ ~\
~ NO O' 2Q 'J :5 ''-W_ _ _ _ "" _ ''::O!DDITIONAL ..:'OHT ~DF ~WAY ~:':: ~.~954-:~ 2042). _ _ _ _ _.500,.9 (? ~ _ -;- --./'~ ~ r DESCRIBED RIGHT OF WAY LINE 10.00 (C) ~
Is "Z~ 'C3904f)'01"W ~ --r NOO'2?1;W" 15,00: : ~HJoo20'1 .3"W, . 200.00' ~
I. ~ s, ) ~ THE V 2000' LESSED OUT FOR ROAD RIGHT-OF-WAY ~ N89.46 ~1 E)(D) ~l I L THE 1'1, 20,00 LESS ED OUT FOR ROAD RIGHT-OF-IVAY O~'I)
o r: () 0 ' ~ \ , ' 25,00 (D I
: ~ _ _~ _ _ ~[~--.L ~SCR"ED ~K mo. eo. 2,. ~ CESSED 0,=-0' O~.R. OK 56". po. "'~ - - - h~'- N~.~::2~~;3"W ~ _ _ _ _ _ _ _ _ _ _ _ _
~- NOO'20'13'W (D) ~ l' NORTH-SOUTH CE~~.L~NE OF SECTION 17 i N C3 90 46' 0 1 "w
~ "?So (liNE USED FOR ~iNG MERIDIAN) HAM pro ~~ r~ 0 AD) )'
9~0~ 10.( ( 950'i: (D)
~ <" (D) ~ (NOT TO SCA.LE)
r----.
o
'" '-'"
~
'--'
o
w
~
0..
Z
::J
PORTION
( ~HJr
OF PARCEL
INCLUDED)
1.3/04
~
o
C)
.
CJ
to/)
C'J
o
N
o
o
w
PAr~CEL 1.3/041
(O,R, BK, 58.32, PG, 21.31)
~
~
PAr~CEL
"C-1"
~.>;
(~
C'J
~
l"-
II)
o
01
CO
(f)
~
THE 1'1, 1000' OF THE
S. 131,85' OF PARCEL
13/041 LESSED OUT
0'
'-"
S, 520,00' OF THE E, 100,00' OF THE 1'1, 230,00'
PORTION OF PARCEL "c" LESSED OUT
~
~
~~0(Y20' 1,"3" 85.00'
SC390 5l' 26. 9)"~
1 0.00'
-----~-
~
N, 190,00' OF THE S, 520,00' OF THE 1'1, 130,00'
~
N, 200,00' OF THE S. 720,00' OF THE W. 130.00'
PAr~CEL 1.3/06
(NOT INCLUDED)
~
PAr~CELl .3/05
(O,R, BK, 4611, PG. 1.359)
'"
~
'-"
~
~
.-- 0
('..) w
~ ~
CD 0..
"'t 2
::J
0
())
CO
(f)
o
q
o
o
~
3:
.--
sl
~
~ ~
~, (0
"'t
""";~
DESCRIBED EASTERLY RIGHT-OF-WAY LINE ~
OF HAMPTON ROAD (PARCEL 13/041)~
~
i?31
1/1
~
~~00020' 1 .3"W
15.00' N89'46'01"W (D)_
_ _ _ _ _ :2' (D)
P,O,B, PARCEL 13/041/
(O,R, 8K, 5832, PG, 2131)
- - - - - ----^v-- -
o
w
.:2:
::;!
1/1
1/1
~
I
,30
SCALE IN
r-------,-I
I
o
FEET
p~~
I
.30
W
<.0
~
0
Z
0::
vi
0 m
<D N
0 0.:
~
0 ~
0::
W 1'"
f--
~ ~
1/1 rj
W
1/1
-r
I
I
I
I
I
I
I
I
I
I
~
o w..
0:: 0
~ --t
-l "-
::J ~
as w
2
~ W
I
o f--
f-- w..
w.. 0
-l
::;! --t
(,) "-
I-+~;
1/1
w
I
f--
w..
o
~
0::
o
In
~
0::
W
I
f--
::J
o
1/1
~
381' i:
~
'1
&'1
~
D (D)
(;; :t('D
o &,
~ /Y"1~gO"..
~ 1'0 I"
~ /?, 6:s
~ 0"10,oc:
O-'V 1 ()
'( );/S
DESCRIPTION: PARCEL 13/03
THE NORTH 300,00 FUT OF THE SOUTH 1020,00 FEET OF THE WEST 130,00 FUT OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20,00 FEET THEREOF CONVEYED TO PINELIAS COUNTY,
FLORIDA, FOR PUBLIC RIGHT-OF-WAY, AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ROAD (COUNTY ROAD 144) AS IT PRESENTLY EXISTS,
DESCRIPTION: PARCEL "A"
BEGIN FROM THE CENTER OF SECTiON 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELIAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE
NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 720.00 FEET;
THENCE NORTH 89'46'01" EAST, 25.00 FEET, TO A POINT ALONG THE EASTERLY RIGHT-OF -WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF
BEGINNING; THENCE RUN NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 15,00 FUT; THENCE SOUTH 89'46'01" WEST,
105,00 FEET, TO SAID EASTERLY RIGHT-OF-WAY LINE OF HAMPTON ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE, SOUTH 00'20' 13" EAST, 15.00
FUT TO THE POINT OF BEGINNING. LESS THE WEST 5.00 FUT DEEDED TO THE CITY OF CLEARWATER FOR HAMPTON ROAD RIGHT-OF-WAY iN
O,R, BOOK 9052, PAGES 1189 AND 1190,
DESCRIPTION: PARCEL 13/041
THE NORTH 530,00 FUT OF THE FOLLOWING DESCRIBED PARCEL, LESS A 10,00 FOOT STRIP RUNNiNG NORTH AND SOUTH ON THE WESTERN
BOUNDARY OF THE SUSJECT PROPERTY, BEGiNNING AT A POiNT 15.00 FEET NORTH OF THE SO'j IHERN BOUNDARY OF THE CONTIGUOUS PARCEL:
THE EAST 100,00 FUT OF THE WEST 230.00 FEET, LESS THE NORTH 200,00 FUT AND LESS THE WEST 10,00 FEET OF THE SOUTH 85,00
FUT OF THE NORTH 285,00 FUT THEREOF; ALSO THE SOUTH 15,00 FEET OF THE NORTH 100.00 FEET OF THE SOUTH 1120.00 FUT OF THE
WEST 130,00 FEET, ALL IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELIAS
COUNTY, FLORIDA, LESS HAMPTON ROAD RIGHT-OF -WAY,
DESCRIPTION: PARCEL "B"
BEGiN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELIAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE
NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20' 13" WEST, 735.00 FEET;
THENCE NORTH 89'46'01" EAST, 130,00 FEET FOR A POINT OF BEGINNiNG; THENCE CONTINUE NORTH 89'46'01" EAST, 10,00 FUT; THENCE
SOUTH 00'20'13" EAST, 131.85 FUT TO A POINT ON THE NORTH LINE OF PARCEL "0"; THENCE NORTH 89'57'26,9" WEST, ALONG THE NORTH
LINE OF PARCEL "C", 1 0,00 FUT; THENCE NORTH 00'20'13" WEST, 131,85 FUT TO THE POINT OF BEGINNING,
ALSO DESCRIBED AS FOLLOWS: BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PiNELIAS COUNTY, FLORIDA,
AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF THE SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD,
NORTH 00'20'13" WEST, 1020,00 FUT; THENCE NORTH 89'46'01" EAST, 25,00 FEET TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF
SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN ALONG SAID RIGHT-OF-WAY liNE, NORTH 00'20'13" WEST, 15,00 FEET; THENCE
NORTH 89'46'01" EAST, 105,00 FUT; THENCE NORTH 00'20'13" WEST, 13,16 FEET; THENCE SOUTH 89'57'26.9" EAST, 10,00 FEET; THENCE NORTH
00'20'1.3" WEST, 85,00 FEET; THENCE SOUTH 89'57'26.9" EAST, 90,00 FEET; THENCE SOUTH 00'20'13" EAST, 530,01 FEET; THENCE NORTH
89'57'26,9" WEST, 100,00 FEET; THENCE NORTH 00'20'13" WEST, 416,85 FEET; THENCE SOUTH 89'46'01" WEST, 105,00 FEET TO THE POiNT
OF BEGiNNiNG, LESS PARCEL "S", BEING THE WEST 1 0,00 FEET OF THE SOUTH 131,85 FEET OF THE ABOVE DESCRIBED TRACT,
DESCRIPTION: PARCEL "C-1"
THE EAST 1 00.00 FEET OF THE WEST 230,00 FEET, LESS THE NORTH 730.00 FEET AND LESS THE SOUTH 520,00 FEET OF THE SOUTHWEST 1 /4
OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELIAS COUNTY, FLORIDA,
DESCRIPTION: PARCEL 13/05
THE NORTH 200,00 FUT OF THE SOUTH 720,00 FUT OF THE WEST 130,00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20,00 FEET THEREOF,
CENTER OF SEC, 17 ALSO THE
S.W COR, OF THE N,E, 1/4 OF
SEC, 17, TWP, 29 S" RNG, 16 E,
(1 -1/4" PINELIAS COUNTY DISC)
BOUNDARY SURVEY
THE EXISTING RESIDENCE AND/OR THE BUILDABLE LOT AREA APPEARS TO BE IN AN "x" FLOOD ZONE ON THE NATIONAL FLOOD MAP
COMMUNITY PANEL NO, 125096 00170 DATED 8/19/91 THE BASE FLOOD ELEVATION IS SHOWN TO BE N/A FEET.
D,JL SURVEYING COMPANY INC. (L.B. 5l89)
PHONE: (727) 845-8084 / (727) 848-8900 FAX: (727) 845-5496
8324 CORPORATE WAY (P,O, BOX 791) NE\V PORT RICHEY, FL 34656
C,B, = CONCRETE BLOCK
p,1. = POINT OF INTERSECTION
OR,BK, = OFFICIAL RECORD BOOK
L,FE, = LOWEST FLOOR ELEVATION
P.C,P. = PERMANENT CONTROL POINT
P,C,C, = POINT OF COMPOUND CURVATURE
P,R,C, = POINT OF REVERSE CURVATURE
P,R,M, = PERMANENT REfERENCE MONUMENT
L.H,S,M, = LOWEST HORIZONTAL STRUCTURAL MEMBER
L,U.B,M, = LINE USED FOR BEARiNG MERIDIAN
L.S, = lAND SURVEYOR
L,B, = lAND SURVEYOR BUSINESS
P,S.I-A, = PROFESSIO~JAL SURVEYOR AND MAPPER
E,O,P, = EDGE OF PAVEMENT
CERTIFICATION NOT VALID AFTER 90 DAYS
FROM DATE OF SURVEY OR UPDATE
DAlE REVISIONS
07/11/02 ADDED DEED BOOK FOR WATER EASEMENT
08/06/02 REVISED ROAD RIGHT -OF -WAY
10/14/02 REMOVED PARCEL 13/01 & 13/02
SENT TO AND CERTIFIED FOR:
SCHERER DEVELOPMENT, LLC
13575 58TH STREET, NORTH - SUITE 149
CLEARWATER, FL 33760
BRANDON REALTY VENTURE
DR;\,WN BY:
E,W,
CHECKED BY:
DATE:
0.5/17/02
ORDER NO,
02 -072.3
MAP NO,
D-1786-1-R.3
SHEET 1 OF 2 SHEETS, SEE SHEET 2
FOR TREES AND TOPOGRAPHIC INFORMATION,
SUB-FILE
CREW CHIEF: D,J,T. NOTES FILED: F,B, 743, PG. 18
CEr~TIFICATION
I HEREBY CERTIFY THAT THIS SURVEY
WAS I~ADE UNDER MY RESPONSIBLE
CHARGE AND MEETS THE MiNIMUM
TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
lAND SURVEYORS iN CHAPTER 61G17-6
FLORIDA ADMINISTRATIVE CODE PURSUANT
TO SECTION 472.027 FLORIDA STATUTES,
DENNIS J. LEEK P ,S. M, NO, 2689
NOT VALID WITHOUT EMBOSSED SEAL
~-~~~~_~f-~r -_ --_r
t- - - - ~~ - - -~ - -- - - - - - -~ - - - - - - -- -- - ---- - - - - - - - - -- - - - - ~ - - - - ~'\ ~~~ ~o,
'-SANiT/,RY MANHOLE
TOP EL, (26,80)
N. ,rNV, (23,68<
s, ,NV (23,63/
0' .30' 60'
rrrrtl. ,
SCALE: 1 n = ,30'
I
, I
I
I
, -STY, \'iDn~, RES, I I
L,F.E, (31,64)
I
I
, I
I' I I
~ - --L___~ r--" i
I I
L___..J
I
I I
I
I
1-STY, WD.F'lA, RES, I
L,F.E, (3158) I I
I
I
I i II
L_ ,._.J t
I
I I \
I 1
I 1 STY "n F" c,"~ I
: - L.F:E,\'(32~'64)-:>': I
I I
I I
L__.._.._.___._..__J i I
t
I
I
I
I
I
I
I
I 80' L_________J II
I r ::;-l.
I S I~ ~
tL::.r.
,
I l-STY, \YD F~, RES,
I L..FE, (31,56)
I '
I
I
I
I 1 ~TY 'WD~" c'ES
I -:>" ,r,Vl." ,
I LF.E (3139)
I
i II
L_ --.-..- ..- '--l I
L__"';
I I
I I
: 1 -STY, \YD,F!v1, RES, :
1 L.FE, (3178) I
I I
I I
L..____________J
I :
I 1 -ST'r. WD.FM. RES
I LY E, (32,33)
I I-l
11 I I
* LL_5--L----J
I :
I
\ I i II
* L___________~ *
I I
I I
I l-ST'r \ND.FM, RES, I
I LFE, (32,19) I
: : II
I I
L___________J *
I
I
: 1-STY. WDJ'M, RES,
L,F,E, (32.60)
I
I
I
I
- ..... .- -- .... '1
I I
I I
L ,_ .._ __ __ J
I
I
I
l-STY. WDn~, RES, I
L,F.E. (32.47) I
I
I I
L_________J III
1*
I
I
I 1-STY, WDJ'M. RES.
I L,F.E. (3219)
I
I
I I
l_ -- --- -. ..-'-'- ..... .... -- J III
*t
1-STY, C.B. RES,
L.F,E, (32,84)
L_______,
,'----'--,
I
I
I
I
I
I
1 U
t
L.OT 15
I_aT 14
IJJT 8
I..OT 7
I..OT 6
I' -- -- --- .- '-1
I l-STY, I
I e.8. F'ES I LOT 5
I L F E (3D 00) I
1 -STY. C 8 RES
L F,E, (3062)
I
1
I
I
r--J
I
I
-----1
I
I
I
L______.--J
~
"'"
72,~
9
1\
u..._ ___ ,__ ...._ ___ ,___ .__ ..__ ___ ......
rON ROAD
\-NORTH.-SOUTH CENTERLINE or <:;EC
(liNE USED '-OR BEAI'I~~G ~1ERIDIAN)
HAMPTON r~OAD r~/w VAr~IES
813
~
~
SYM QlY,
MG g
PD 2
'W 1-g
sr~ 22
UP,~ 12
CH 2
HR 121-
IVS ,36.3
MC 12
JV 222
PX 21
Rf~ 206
VS 201-
Tn 200
TA 1,,36.3
LEG 1,902
PL 276
PC 12
SOD l13D
PL;\~j r U~3 r
BOTANICAL/COMMON NAME
~~AGNOUA GI~ANDIFLOHA/SOU111E.RN MAGNOLIA
PHOENIX DACr1'L1Fm,\ IDA lE PAU~
QUEHCUS VlRGINIAN,VLlVE OAK
SYAGHUS r~OMANZOFFIAN'Vr~UEEN PALM
ULMUS P'\[-~VlFOUA 'ALLEE /ALLEE EU~
CHAMAEHOPS HUMILlS / FAN PALM
HIBISCUS r~OSA-SINENS\jS/HIBISCUS
!LEX VOMITORIA 'SCHILLlNGS'/SCHILLlNGS HOLLY
MYHICA CONFEfHA / \'VAX ~.flmU
JASMINUM VOLH3IJLE/WAX .JASMINE
PHILODEND RON 'XANADU'/XANADU PHILOOENDr~ON
r~HODODENI~ON 'r~ED I~UFFl.E'/HED r~UF FLE AlA LEA
VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM
lHIPSACUM DACfl'LOIDES / FAKAHACHEE GRASS
lRECHELOSPERMUM ASIA llCUM/ASIAN JASMINE
L1ROPE tEVERGI~EEN GIAN t /EVERGREEN GIANT LlROPE
PENTAS LANCEOLA TA 'DWARF'/DWAr~F PENTAS
PON1EDERIA COr~DMA / PICKEHELI'\IE.ED
ST. ,\UGUSTiNE 'FLOHA TAM'
SIZE
1-. CAL. 12' HT. X 5' SPD,
20' C. T, HT.
1-" Gl\L. 12' H T. X 1-' SPD.
12' G.Y. HT.
1-. GAL. 12' H T. X 1-' SPD.
6' H T. X 1-' SPD,
..3 GAL. 24. X 21-" I~E.D
..3 GAL. 10" X 10.
5 GAL. a' H T.x 5' SPD,
.3 GAL. 14. X 14.
3 GAL. 14" X 14.
..3 GAL. 12" X 12.
,3 GAL. 21-. X 21-"
1 GAL. F1JLL
1 GAL. F1JLL
1 GAL. F1JLL
1-" POlS MIXED COLORS
,3 GAL. F1JLL
ST. AUGUSTINE 'Fl.Or~A TA!.1'
INfEHI();l '1.lJ.:\. G:\LGIJL:\flONS
tl
'vUIIClJu.R IJ~;( MEA
... ~~.:'&8 SQ. FT.
~~.:,e8 S'Q. FT. X <, IJ;<)
18
... 5,4-Y.5 S.f il'lllRlOR (,.RU.I'j
D
iNllRlor~ (;'r:E[N ,'ROVtDEO
... 5,4-:,e,'3+ S.f.
rHEE HEPL/\GEME~j r HE()lJUtEMEN r$
TOT,~L INCHES pr~OPO$E.D FOH :~EMOVAL
lHA T I~EGIUIRE r~EPLACEMEN T
516.
r~EPLACEMEN T INCHES ON SITE
252"
tU3 I-IOUB~.:> U;:;F()BE DIGGING
/I (' ,\ I I <,. IJ I'~I <,. .III~I ~ /I
J r ~ ~...~ ...~ .- ,t::
1~8()f)~4,~32~4110
r~EPLACEMENT INCHES TO BE DON,\ lED
TO 11,E THEE BANK FUND
264.
N01E: I~UAU 1'1' OF lHEES WAS BASE.D ON 11iE lHEE ASSESSMEN T
REPorH PROVIDED BY EPIC. pm r~ICK ALBEE OF 11,E (;11Y OF
CLEARWA lE:~ l11E ASSE.SSED SCORES FOI~ EACH lHEE \\'ERE iNCr~EASED
BY ONE LEVEL TO DE1E.R~.1INE lHEE.S REQUIRiNG r~EPLACEMENT.
rrr .:2: >-
0
VI LD
VI
f-
Z
w
.:2:
.:2:
0
U
n:::
w Z
f-
<1: 0
::: l-
n:::
I <1: 0..
w ~
...J
U (.)
u.. (J1 .
0 w
0
>-
f-
a
n:::
w
Q..
>
W
0::
- ~rr Iii
~ :j:
N ~FF :FF~,
c
0
(~ c
>J)
3: E
0 "'
;;:!:
0 CL
~ (")
-::t
O. ~
(.) ll}
W N
~ N
0
0
D N
as
~
~
~
Z 0:
~
0 u
r::: CL
Vl
(.) Ll..
:J ~
0
~ 0
l- N
(")
(J1 !::::
Z ~
0
0 0
(.) N
(")
,...
D G
3:
~
...,
....J
~
Z
I.
D
r- [-
~ r--- .....-
II II
! l J I
~ ::::::;. !)
z
w
;:0
~
a.
rr--- --
\c-_ -_ -_~
- -ll cL
II ,[:.
II ~
I r.)
I u
II 3
II ~;
11....3
II
r Alk~
II
II
I
~-j
,~--
ir
II
II
\.
~
...:::::.:::::::...=:..:::...:: ==
,- SANITARY f~M~HOLE IN THiS AREA COULD t~OT BE
/ I_GCAlED, N, :tN. (23,16) & S. INV, (2.3.20) ARE
SHO'NN ON CITY OF CLEf\RVVi\TER UTILirlES fv1i\P SNilTARY f,jANHOLE
'OPEL (2534)
I N INV (21 14)
~~~_ "u_ . I E, NV, (2000) 1
~ ___ __,_ '___ / 'N INV, (19,95) \
'" ~ ,,- -- ~~!~~- ~ ~-'-2:IF_ _ UA ,!I~[l. :\ 'I;:: N lJ;:: \
___ ~ / '- .~- Jl_ SAN C'E.' \
""~~~~ ~ - -.(t-- _'_..n'_0_~V~~~~Q~.~'7,__--=-=-.JI\_
___, ____ f~AI~HOLE LOC,UED I'j v~~
---- .':::;: :::::::::::::: ::::::: :.-:::: :::::: =.:.:',= :::= ::.::' ~:= :::= == ==( E,O,P, _ _ __ ..__ _ j:-b.Er;_gF ~01.r80I)l cv,ARD _
- - - -- '0-- -.- -.... .....- ....- "'- - - - -
C==========40'Y~=======------
[] ----i-
-----r-
I
I
I
l
r- --, -- -1'- - -- - -- - - --
I
I ~ I
w
:<
~ I
f-
..J
4:
I
n.
~ [
f-
...J
0(
I
n.
l/l
<(
ASPHALT PAVFJ~ENT
./ r '(
I'" t:
EXISTING mEE TO REMAIN
mEE BAr~RICADE - SEE DETAIL
'I
Cl::W>-V1-0ZVJ
~(
)< d
-'----"I
L!J ~'~
~ CJ
,..). ~
:s;:u...
W<=) '~
~ ,."'~
<< lJ UJ
:--.
,...~ W ~(
CJ(J3
,..). ~ ~-~
,.....~ LL =-=-;
.::....::...A ~....
c.J LL. l!J
(J CJ ~
l,)
n:::
A W
a ()
f<)~~~V
II []) 0 <1: f-
ool: zifl.:2:",,)
::1"-3: -;
<1: <1: 0
U n::: n:::
VI 0 Q..
a::~
OON
....Jfg
04:-N
~Of-
8~~
-~)I:
iSffiCL
UCLO
~1'5~
5~rj
4:-i!:
::-;:.
~ ~ '-i (::)
~o~ ~
~, fl= ~
.)J:4:-
CL8i3
~~1'5
:i8~
F~-<
.
l.J
'7
~
-----
'"
UJ
('~
:=)
~
'7
~
UJ
>
>
~
~
<(
UJ
,--~
~...
'7
~
cJ
d
'7
~
<(
,-"~
~''-l
iJ)
,.."'~
.::....::...A
t!J
~
,.....~
~
<<
==:)
CJ
, d
<<
W
-r
~
iJ)
r"'~
~
W
:---.
CJ
CJ
-r
~
S
H
E
E
T
N
o
(~
z
..- C".. . r=:
o O. f-
a ........ 2:
~
lOw
'Ii: N " 0...
. f<) "a
...,,,,w
~ ~.-
Q.. 0
D
,"-J
~
C,
"J
'.11 >-.
~ ~f- rJl
~ " tJ ,., ~
... ~ ... ~
'.0
d r;)-;: d Z
4:- 11) 1j
~~ 4:- 2:
d W 4:- ....J
::J .:dW'-'O W
~ ~!:r= ~
a:: 8~ffi~ 0..
.~ ii 0 !2! 5 D'
~ iliji3~
=< t:l l'5 :)
5 ::l8o-< ~
~ 4:-~::>b
:) -< 0
-j II) ~ Lt.;
w ~i3 -<
4:- W tJ 0
- >C!: [J:
ffi 1-< r= w
:J.
fl= r;)>- ~ (J1
.< 4:-11) t (J1
tJ
:0
..~.~
CI)
CI) 1i3
1i3 0.)
0.) ,~
" t1;
.~ ~
~ 'JJ
'JJ ......
~
.~ ~
:t:: Cb
~ ~
~ ~
()
,~
CI) ~
~ IJJ
I::::
~ CI)
~ ..~
rx: I.)
0.)
.~
CI)-':
"'0 I.)
t) ...
C!) ,(
.~
t1; 0.)
I~ ~
I.)
~ CI)
.~ 15
() ~
~J
N
ro
ro
rO
I
On~
S:coi?2
r.o
Q) ~ ,-...
~n~E
VI 0 r--. 0
-0 '-/ U
U 'C: X rj,
o ~ r.) C
ou..u..Q)
0::: L: 0 ,~
~ 00 r.)
Q) .D L1l .
- l.. en ~
301 ~
UIOl~
oEi?2
0-
nO""'"
",Q..r--.
N
r--.
U./
Q)
I-
~
~'
<::
~
~
f:
I).
I.) ,
...'
~
()
~
<(
----
,-l.
UJ
(l.
~(
(J
iJ)
c)
-z
-----
<(
----
L 'J
~ SPACING rt AS SHD\"N~
d ON d PLANS ld
FINISH GRAD~. ~ 0(/ ~. 0(/ . ~~O(/
~ ~ ~ ~ ~\\ ~
,~~ ~~~~ ~~ ~~ ~~ ~, ~".
11El1~ ~W~i?/k>;fM~ff__, nl\.~~~~
'cUl1#:,", ',<"'$~~~#~;'W(:, ,,:A
_l I I-I I I-TTT-I I .-
GROUND COVER PLANT
-SOIL PLANTING t~IXTURE
LOOSEN ROOTS IF THEY
HAVE BECOME RooTBoUND
IN CON T AINER
FINISHED GRADE
_ BACKFILL
e] Ue)lJNoe~e)'1~ It PL:\N-rINe] OE r :\IL
2D
'r'lPle~J\L SHUlJU PL:\~lrINe] o~'r :\IL
2 PLY REINFORCED
RUBBER GARDEN HOSE
JUTE DR OTHER
BIODEGRADABLE T\.'INE
FLAGGING TAPE
SOD /. 3' t~ULCH OVER
, -~ /___~~m~ PLANTING AREA
~~!tiJf ~~ .~~~~
-11~mlll~4~ 111111111111;m~ ~ Im:JJ~1~p-1
-H ~ II-ffi:- - PLAN TING AREA
1~111111111! 1111~l-
-III-II-l
:3' 4'
~..-- ~---
FINISH
GRADE
-rn~~ S-r J\KINe] O~-r :\IL
/3' t~ULCH
, Jmr~~~~~,
. ',' . ", ': . .' . .....
" : , ". :: ," -l'TT==i1'i=:iI =- T
, "-:" " "':, ,', -11111111111111IUlIII~IIIII~
LOOSEN TOP 1/2 OF
BURLAP ~ REMOVE TOP
1/3 OF ROOTBALL SUPPORT
REt~OVE BURLAf
Fr~ot~ TOP 1/2 OF
ROOTBALL
BACKFILL
/2D
D
BACKFILL
NOTEI USE DETAIL
ON ALL SHRUB BEDS
NEXT TO GRASSED
AREAS,
N01E; STAKE lREES ONLY AS NEEDED
NOTEI PLANT TREE SLIGHTLY
ABOVE ORIGINAL Gr~ADE TO
ALLO\./ For~ SE T TLEtv1EN T.
~ATER TREE IMMEDIATELY
AFTER PLANTING,
L:\ 'J'JN/PLJ\~I-rINeJ :\n~:-\ ;::oeJI~leJ O;::-r :-\IL
-rut:;:: prr O;::-r :\IL
DRiP LINE
-:3' EARTH BERt~ SAUCER
~'~ 0>-...,...,
~.~,.._~--- 2'x4'x3' HARDIJOOD S TAKE
----
-----2'x4' HARD'.JOOD BRACE
r,r.....r-.,-'-----..,.\
r-~) -, ()
( (-~--
,-, ) J
('~....... '-~ ) J
,~ '-.-' (r:;'''' l)
( r) (r-" , )
J( J1 \., ,-.....J ) ,...,/
\} ( -~....... (/J/
~ '-.-' r ~. ) ...../<
.,,~~ '<- ~~~. ,~~..../
.,~< J 1\( ( '-," ' ->.
\
I~
. '-CLEA TS BANDED TO TRUNK
OVER BURLAP '.JRAPPING
- ROO TBALL
- TREEPIT
\{'" VV~
d~ ~
~ C--J
( c1~)
~~, J>Jl>
5 LAYERS OF BURLAP
(\.'RAP AT POINT OF
SUPPOR T)
SPECIFICA TlONS - WOOD BAr~r~lFr~
'1/3 OF TIiE DRIP liNE
,. MINIMUM RADIUS TO BE pr~01EC1ED:
A. HAr~DWOODS - 2/3 OF Dr~IP LINE or~ 6', 'NHICHEVEr~ IS Gr~EA lEr~.
B. PINES - Dr~IP LINE or~ f3' WHICHEVEr~ IS Gr~EA lEr~.
2. MINIMUM ,3' IN HEIGH T.
.3. METHOD OF Er~ECTlON (SEE DIAGr~AM):
FOUR COr~NEr~ Upr~IGH TS OF NO LESS THAN 2" X 4" LUMBEr~ WI TH HOr~'ZON TAL
MEMBEr~S OF NO LESS THAN 2" X 2" LUMBEr~,
4. BAHr~IEr~S TO BE Er~EC1ED Ar~OUND r~EMAININGlHEES BEFOr~E CONSmUCllON or~
NEAr~BY lHEES ARE r~EMOVED.
5. BAr~r~IEr~S TO r~EMAIN IN PLACE UNTIL ALL PAV1NG, CONSmUCllON Nm HEAVl'
E()UIPMENT IS OU T OF Ar~EA.
FOR HAi~O\VOOOS
'1/3 DRIP LINE
HAr~DWOODS
DRIP liNE
(4) 2'x 4' '.JOoD CLEA TS
<BAND TO TREES)
(4) 2'x 4' \"OoD BRACES
NAIL TO CLEA TSj SPACED
90. APART ~ SECURELY
FASTENED TO 2'x4'x36' 'N'OOD
STAKES DRIVEN INTO GROUND
F1JLL DRIP liNE FOR PINE.S
1/3 HEIGH
OF TRUNK
TO BRACE
TREE BARRICADES & EROSION CONTROL MEASURES
NOTE TO CONTRACTOR:
" lFINISHED GRADE
.f':~'~E~~,r~ ~w~~yt ~
~lF.~l~l'f. "",:-~ ~-;", ,."""'~ lFjlE~ ~l
,1~jlE1l~ ": ..'" .. : ", :,' :''''!l n~~n '
f "',' .:".' ',~ ":",:' ':l T 3' EARTH SAUCER
[= .' .~, " ,', :,',.,', "f~ CONTINUOUS AROUND
-: :" ,,': ',,, "- .:.:' ,,' ,,\~ PLANTING PIT
~'l~W~~~Il\1&~~ BACKFIlL
EXIS T SOI/ - ROO T BALL
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 REVOCATION.
r~OOTS LAr~GEr~ THAN ," IN DIAME lEr~ WILL BE CUT CLEANLY AND COVERED OVEr~ WI TH SOIL.
~
2-X 4-
!..liNII..lUI..l
DRIP LINE
PINFS
P:\L.'il 'rnE:~ PL:-\~rrINeJ OE:'r :-\IL
-rn;::E: U:\nnle~:\OE: OE:r I\IL
~fTr~ ~
c-'
:3
0
0
~
0
0
W
~
D
z
0
i= z
0.- 0
~ i=
0 0
(J1 :::)
W ~
0 (J1
Z
0
0
D
~Jrr - lT~ ...J
~
Z
ll-
- D
N~FFF ({) ~FF~
I a:: w > - Vl - 0 z Vl
C-'
~ z
6:: ..- t'.l ~
w 0 0
cC) :s;
(f) 2 <t: 0 '-
~ z ~ I 0 ~
l- ll) 0 <t: I- w
Z (f) .:2: -) 'Ii, N .- 0.-
z i-r') '-
w 3: -; -j w 0 D
..J "
<t: <!: 0 0 I-
0 Cl:: Cl:: Cl:: <t: .-
(j) 0 Q.. Q.. 0
iS~N >.11 >-
Ii) 8G >.11
,JEg Ii) ..., ~
..- t:l~ ..- ~
Q6N 'D
L:. d r;> ,- Z
-< f- L:. cDU d
8~~ \'J ~r" L:. ~
C:l d w< ...J
-~)I: r:::.::> ::J ~w,-,6
af5Q., .......J w
UQ.,O :5 9c~i= ~
w' U ,~") a:: 8 r..) f5 ;:5 0.-
cD~Q t-~~ ~ i]t3w~
I , L:. r D
I- ' :.:::.. .< Vl~iJ~
0-(..) J:
L:.1j~ C, -< t:l i5~
>-1-r5 ~G 15 ~8
<az ~ z~~~ ~
~ - ::J .<( 0
~F~ -i V1 ~ ll-
QiJ
3~L:. W ~w ~
i3 L:. 0
Q.,8i5 ffi >CJ:: G: W
I- <( i= :J
wG: ~ f5
V1- r~ >- (J1
wgQ .< L:. cD U U)
,- ::> r..)
i=~-<
(J) ~
<\)
~ 0.)
<!,) ,~
.~ I))
. ~ N
() I)) IJJ ({)
~ ({)
IJJ ..... ({)
-z ~ I
~ .~ .... a ~
~ ~ a n co
~ 0.) ~ l'O l"-
E: ({)
..... ~ 'D ~ '"
UJ ~ ~ .... n I"-
~ :;) N E
,~ (j) " I"- 0
,... ---= -0 '...... f.)
~ ~ U 'l: x
~ 0 0'
=l IJJ ':;) Li: " c
0 LL 'D
~ ~ Cl:: -0
l.." a ',>
~ (J) ~ 0 a "
-z 'l3 .... 'D .D lJ) ~
~ I.) "C l.. ())
~ " I ~
UJ <!,) :;) I ~
... () ())
> ~ ..... E co
~ a l"-
I.) a "
<!,) .... n Q.. '"
OJ ,( N I"-
> .~ N
l"-
I)) <!,) '-'
~ ~ :} v
~ IJJ I-
~ I.)
<( (J)
..... 'tS
{) ~
UJ 'l3 ...:
...J C .....
f'" ---= ~ 'Il
(I)
1..
-..;: '"'"
(')' ....
..~ ~ .::
~J ~ -lg
c) IJJ I::
, IJJ ~
1..
-Z ~ V)
~ (') 'Il
<( ~ ~
IJJ ,~
(... ---= I::
::...
rr) I::
~ ,~
~
~
I)
I)
....
i ~
<)
<J)
('~
~
l!J
:----
r"'~
~
<<
=>
c-J <(
r) )< C) (J)
<< W ;~ ~
,...,,-: ............-
UJ ~ CJ <(
--r rl. ~ ~
--C-II UJ
:s; u..
w ~ 0
c-J -..
:----- .. ...---= UJ
<( 0 UJ fl.
r"'~ ~ <(
~ l!J <(
CJ (J -> ()
r) . ~ (J)
~ ,""-:
i"'~ lL r)
~ <( ?
CJ lL UJ ~
<(
(:J CJ ~ ~
()
lj)
r"'~
~
w
:----
c-J
CJ
--r
~
s
H
E I ?
E
T
.::.:::=..1 ."----..1
N
0
c
o
c
rJ)
E
r/)
~
"l::
en
U')
"<t
"<t
o
N
o
o
N
N
N
o
t.J:
~
u
~
uJ
o
CI)
;:d
~
o
o
N
(Y')
I'--
G
~
~
--,
~TT~r~r >-
In
Z
0
l-
n..
~
()
(11
W
0
~
~
0
N ,- IJ) cO i' Ii) l[) --t t'} d
z
PAR T 2,0 SHIPPING 8x HANDLING
SOD
D, ReMove o.ll wood, plo.stic, or gro-bo.gs froM the
root bo.ll, Set plo.nts in center of holes with the
tOP-Most root in the root bo.ll 0. t the so.l"\e height
or slightly higher (2 inches) tho.n finished lo.ndsco.pe
gro.des o.nd pluMb trees so the trunk is ver tico.l,
Bo.ckfill field soil o.round sides of root Mo.SS o.nd
work eo.ch lo.yer to settle o.nd eliMino. te voids o.nd
o.ir pockets, Mo. terlo.l Must be 1'10. tered in o.s
plo.nted, Provide apprOXiMo. tely 5 go.llons of 1'10. ter
per inch of trunk co.liper or 1 go.llon per 3 gallons
of conto.iner to the root bo.ll once all bo.ckfill is
filled in around the root boll,
C. All palMs ore to be pruned to reMove dead fronds,
o.nd fronds with 0 petiole that droops below
horizontal, Dead fronds o.re those wi th less tho.n
50% green tissue, Only those fronds with petioles
drooping below horizontal (9:00-300 0' clock) should be
rel"\oved, All seedpods ore also to be reMoved
including those originating aMong reMaining fronds,
PART 1.0 GENERAL
A, Provided strongly rooted sod, not less than
2 years old, free of Needs and undes:,ro.ble
no. tive gro.sses having been cut to 0. Mowing
height of one (1) inch or less prior to lifting
frOM the field, o.nd Machine cut to po.d
thickness of 3/4 inch, excluding top grow th and
tho tch, Provide sod only capo.ble of vlgorol)s
grow th and developMent when planted (vlo.ble,
not dorMant), It sholl be nursery grown and
planted In loco. tions o.s delinea ted on the
landscape plans,
E, Provide 0 2-3' high soil berM o.round the edge of
tree root bolls to frOM 0 sho.llow so.ucer to
collec t 1'10 ter, The 1'10. tering saucer, regardless of
hole size, Is to be 0 t edge of root boll,
Al terna tively, cobro. edging is to be ins tolled 0 t
the edge of the root bo.ll,
1.1 DESCRIPTION OF wORK
2.1 TRANSPORT A TION
A, Tree root bo.lls sho.ll be irrigated just prior to
shipping, Trees sholl be secured in the truck so
os not to roll, Do not allow closedtrl)cks to
reMain s tanding in the sun In hot weo. ther unless
they o.re o.ir-conditioned, B8xB trees sho.ll ho.ve
their root bo.lls shrink-wrapped prior to
tro.nsporting theM frOM the nursery, Trees and
shrubs sho.ll be shipped to the si te in enclosed
vans or covered with woven sho.de to.rp,
Awarded bidder sho.ll provide and install trees,
shrl..Abs and sod in o.ccordance with the lo.ndsco.pe
plan and speclfica tions,
D, The contractor is entirely responsible for the
irrigo. t:on through final acceptance and twelve- (2)
Month wo.rro.nty period,
1.2 DEFINITIONS
E, Upon so tisfo.ctory COMpletion of Mo.intenance
period os deterMined by fino.l Mo.inteno.nce inspection,
the client or o.n appointed lo.ndsco.pe Mo.inteno.nce
COMpo.ny will o.SSUMe I"\o.inteno.nce responsibilities,
A, 'Fino.l Accepto.nce' sholl I"\ean tho. t point in tiMe
when o.ll requireMents of project dro.wings o.re
COMpleted, including o.ny punch-list iteMS, to the
so. tlsfo.ction of the custol"\er, The o.wo.rded bidder
sholl be notified of final accepto.nce by the
custOMer or their represento. tive,
B, Provide sod of uniforM pod sizes with Mo.xiMUM
5% devio. tion in either length or width, Broken
po.ds or pods with uneven ends will not be
o.ccepted, Sod po.ds incapo.ble of supporting
their own \'ieight when suspended vertically with
o firM gro.sp on upper 10% of po.d will be
re jected,
B, Deliver sod within 24 hours of being harvested,
Do no t deliver More sod tho.n co.n be lo.ld within 0.
24 hour period
F, All sto.kes, supports, and associo. ted ho.rdwo.re
sho.ll be reMoved 12 Months o.fter plo.nting
B, 'Mo.inteno.nce Period' or '\Jo.rro.nty Period' sho.ll
begin when plo.nt Mo. terio.l is insto.lled o.nd continue
for 0 twelve (2) Month period o.fter notification of
Fino.l Accepto.nce,
Notes on Irrigo. tion
2,2 UNLOADING AND HANDLING
F, Broo.dco.st over the root bo.ll o.nd bo.ck fill soil,
o.t the reCOMMended ro.te, 0. broo.d-spectruM
pre-eMergent herbicide prior to Mulching,
1. Dele te do.ily irrigo. tion when planting in winter,
Irrigo. i:ion frequency con be reduced slightly
(e,g, 2-3 tiMes eo.ch week ins teo.d of every
other do.y) when plo.nting ho.rdened-off, field grown
trees tho. t were root-pruned during production,
Esto.blishMent to.kes 3 to 4 Months per inch trunk
co.liper
Trees will be rejected if they o.re dropped to the
ground suddenly, Conto.iner grown and boxed trees
sho.ll be lifted with 0 forklift under the conto.lner
or carried by ho.nd by the lip of the conto.iner,
Trees Mo.y be lifted by wire loops Inside the
conto.iner, Trees May not be lifted by the trunk.
Bo.lled o.nd bur lopped trees sho.ll be ho.ndled by the
root bo.ll in 0. Mo.nner tho.t does not deforM the
sho.pe of the root bo.ll, Trees sho.ll not be
ho.ndled by the trunk,
3,2 ACCESSORY MATERIALS
G, Apply 0. con trolled-releo.se fer tilizer to the soil
surfo.ce under the Mulch 0. t llb, Ni trogen per 1000
f t2, prior to Mulching, No other o.MendMents o.re
necesso.ry,
C, 'Fino.l Mo.inteno.nce Inspection' sho.ll occur 0. t the
end of the twelve (2) Mon th Mainteno.nce period,
A, Refer to the dro.wings o.nd other po.rts of
specifico. tions for o.ccessories specifico.lly I)sed
on this projec t,
D, 'Nursery-grown' sho.ll Meo.n grown In the nursery
frOM liners or collected o.nd then grown in 0.
nursery not less than 2 years,
B. Bo.ckfill soil sholl 1'10 tch textl)ro.l condition of
existing soil, No soil aMendMents o.re necesso.ry,
Soil in sidewalk cut outs, po.rking lot islo.nds,
o.nd other SI''1all spaces to be replaced with
no. tive topsoil to iMprove conditions, All
construction debris, rocks, sticks, liMerock,
shell, ect, Are to be reMoved frOM the entire
planting o.reo.,
H, On trees up to 4' co.liper, o.pply 0. three (3) inch
lo.yer of Mulch to o.n eight (8) foot dio.Meter
circulo.r o.reo. o.round the trunk. On lo.rger caliper
trees, apply 0. two (2) foot dio.Meter Mulch area
for eo.ch inch of trunk co.liper, No Mulch sho.ll be
applied to the inner half of the root boll surfo.ce,
All other plo.nting beds o.re to ho.ve 0. MiniMUM of 3'
of Mulch,
2, lrrigo. tion freql)ency co.n be reduced slightly
(e,g, to one or twice eo.ch week) when plo.nting
ho.rdered-off, field grown trees tho. t were
root-r:runed during production,
E, 'Heo.l thy, vigorous condition' sho.ll Meo.n live folio.ge
OI..At to the tips of o.ll bro.nches o.nd steMS, o.nd 0.
trunk caliper tho.t Is bigger, 12 Months o.fter
plo.nting, tho.n 0. t plo.nting, Heo.l thy, vigorous po.lMS
hove new fronds developing with no necrosis or
chlorosis o.nd o.re green in color, Shrubs sholl ho.ve
live folio.ge out to the tips of o.ll branches,
2,3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE
3, At each irrlgo. tion, apply 2-3 gallons per inch
trunk co.liper to the root boll, Apply it in 0.
Mo.nner so o.ll 1'10. ter soo.ks into the root bo.ll,
Do not wo.ter if root bo.ll is wet/so.tl)ro.ted on
the in'igo. tion do.y,
lrrigo. te trees o.nd shrubs o.s soon o.s they o.rrive
0. t the plo.nting site, After plo.nt Mo. terio.l is
unloo.ded frOM the truck, it sho.ll be stood o.nd
stored in the erect position o.nd irriga ted twice
do.ily with 5 go.llons per inch trl)nk dio.Meter or 1
go.llon for every 3 go.llons of conto.iner until
plo.nted, Shrink wrapped B8xB trees o.nd plo.nts in
plo.stic r:onto.iners sholl be stored in the sho.de,
1. Trees o.nd po.lMS o.re to be secured by o.wo.rded
bidder,
C, Fertilizer sho.ll be COMplete with o.pproXir'lo. tely the
following ro. tio: 3N-1P-3k (+Mg for po.lMS only)
4, Trees toke Much longer to establish tho. t
3-4 Months per inch trunk caliper Irrigo. te in
drougrt the following SUMI"\er,
1.3 QUALI TY ASSURANCE
A, The ins to.llo. tion sho.ll be by 0. single firM
speclo.lizing in lo.ndsco.pe horticul ture, All landscape
1'10 terio.l sho.ll be provided by the o.wo.rded bidder, o.s
specified on the plo.ns,
D, Mulch sho.ll be derived frOM o.n exotic invo.der
tree species, eg, Melaleuca, o.nd sholl be clean o.nd
free frOM weeds and other debris, Al terno. tive
products, e,g" Euco.lyptus or pine bo.rk or stro.w
May be considered, Bo.ld Cypress Mulch will not be
o.ccepted,
GROUNDCOVER
PART 3.0 MA TERIALS
A, Spo.ce ground cover plo.n ts o.s indico. ted on the
lo.ndsco.pe plo.n,
B, Plo.nt no.Mes indico. ted sholl cOI"\ply with
'Sto.ndo.rdized Plo.nt No.Mes' o.s o.dopted by the lo. test
edition of the AMerican .Joint COMMittee of
Horticul turo.l NOMenclo. ture, No.Mes of vo.rieties not
listed there sho.ll conforM genero.lly with no.Me
accepted by the nl)rsery tro.de, Stock provided sho.ll
be true to its boto.nico.l no.t"\e o.nd legibly to.gged,
3,1 PLAN T MATERIALS
B, Dig holes large enough to o.llow for spreo.ding
roots o.nd bo.ckfill with plo.nting soil, work soil
o.round roots to eliMino. te o.ir pockets o.nd leo.ve 0.
slight so.ucer indenta tion o.round plo.nts to hold
wo.ter, wo.ter thorol..Aghly after planting, to.king
co.re not to cover crowns with wet soils,
TREES
E, Pre-eMergent herbicldei apply gro.nulo.r Chipco
'Ronsto.r'l or o.pproved equo.l 0. t lo.bel ro. te,
A, Nursery stock sho.ll Meet the MiniMUM diMensions
for hei~jht, spreo.d, co.liper o.nd root boll os
described on the lo.ndsco.pe plo.n, On large 1'10 turing
o.nd MediUM Mo. turing shade trees, the tip of the
dOMino.nt leo.der sho.ll be the to.lles t po.r t of the
tree, Trees with leaders topped or headed within
the lo.st yeo.r sho.ll be rejected,
F, Trees sho.ll be secured using three-quo.r ter
(3/4) inch elo.stic guys (3),
G, Po.lMS sho.ll be bro.ced o.s shown, No no.ils,
screws or other securing devices Mo.y be driven
into the trunk.
C. Mulch o.reo. between ground cover plo.nts, plo.ce
no less tho.n 3' of Mulch,
C, Awo.rded bidder sho.ll provide photographs of plo.nt
1'10 terio.l prior to ins talla tion,
D, Plo.nt selection sho.ll cOl''1ply with sIZIng o.nd gro.ding
sto.ndo.rds of the la test edition of Florido. Gro.des
o.nd Standards for Nursery Plants, All plo.nt 1'10. terio.l
sholl be 'Florido. Fo.ncy' or 'Florido. #1',
B. Caliper MeasureMent sholl be to.ken six (6) inches
o.bove gro.de if four (4) inches or less, Trees
greo. ter tho.n four (4) inches in co.liper sho.ll be
Meo.sured 0. t twelve (2) inches o.bove gro.de,
GENERAL
PAR T 4,0 EXECUTION
A, A represento. tive will inspect o.ll lo.ndsco.pe Mo. terial
during ins to.llo. tion, Mo. terio.l tho. t is in shock or ho.s
been do.Mo.ged during ins to.llo. tlon sho.ll be replo.ced by
o.wo.rded bidder within five (5) working do.ys frOM
notifica tion,
4.1 GENERAL
E, Substitutions sholl not be o.ccepted and will
constitute o.n unresponsive bid,
A, Awo.rded bidder sho.ll provide o.nd ins~o.ll o.ll trees,
po.lMS, shrubs and groundcovers in the ouo.ntities
o.nd diMensions indica ted on the lo.ndsco.pe plo.n,
C. Field-grown trees and palMS sho.ll be
nursery-grown o.nd ho.rdened off (pre-dug) for 0.
MiniMUM )f six (6) weeks prior to delivery to job
site, COito.iner grown trees sho.ll be nursery-grown,
B, COMMencer',ent of work: \Jork under thl5 o.wo.rded
bid sho.ll be COMpleted in o.n orderly, K,IAsiness-like
fo.shion, Once work ho.s begun, it sho.ll corltinue on
consecutive working do.ys until it ho.s been cOI'ipleted,
Sundo.ys, So turdo.ys, holido.ys o.nd stoppo.ges due to
incleMent weo. ther delo.ys or co.used by the custol"\er
sho.ll be excluded,
C, Pruning: If there is 0. dOI..Able leo.der in the
top ho.l f of the tree, shor ten one, by the o.bout
one-ho.lf, bo.ck to 0. live bro.nch tho.t points o.wo.y
frOM the tree o.nd is 0. t leo.st one-third the
dio.Meter of the cut leo.der, ReMove broken
portions of do.Mo.ged bro.nches bo.ck to 0. live
lo. tero.l bro.nch, Prune shrubs to re to.in no. turo.l
cho.ro.cter,
B. ReMove frOM work site o.ll excess 1'10 terlo.ls (eg"
soil, debris o.nd equipMent) doily through duro. tion
of project, Do.l"\o.ges resulting frOM insto.llo. tion
sho.ll be repo.ired by o.wo.rded bidder,
F, Trees, Shrubs o.nd Groundcovers: Provide trees,
shrubs o.nd groundcovers of quo.ntity, size, genus,
species o.nd vo.riety shown o.nd scheduled for
landscape work and COMplying with recoMI"lendo. tions
and requireMents of the loco.l governMent, Provide
heal thy, vigorous stock, grown in 0. recognized
nursery in o.ccordo.nce wi th good hor ticul turo.l
practice o.nd free of diseo.se, insects, eggs, lo.rvae
o.nd defects such o.s knots, sun-sco.ld, injuries,
o.bro.sions, or disfigureMent,
D, Trees MI)st be heo.l thy, vigorous and full with
good br ,mch distribu tion, Trees with bo.rk included
within 1'1 'l-jor bro.nch unions will not be accepted,
E, Root bolls of field-grown trees MUSt be into.ct
and protected frOM deslcco. tion with blo.ck plo.stic
wrap, Conto.iner trees MUSt hove the container on
the root bo.ll or the root bo.ll MUS t be
approprio. tely protected frOM desicco. tion, Trees
with rout bo.lls tho. t ho.ve bound or girdled roots
sho.ll be rejected, Threes with synthetic burlo.p will
not be o.ccepted,
4.2 INST ALL A TION
TREES, PALMS AND SHRUBS
G, The cus tOMer or their represento. tive sholl
inspect for quo.lity o.ssuro.nce o.nd o.pprove plo.nt
1'10 terio.l 0. t ei ther the nursery or projec t loco tion,
prior to insto.llo. tion,
A, All lo.ndsco.pe 1'10. terio.l is to be planted in
accordance to the lo.ndscape plan o.nd attendant
exhibits, Good horticul turo.l pro.ctices Must be
observed,
D, Rel"\ove o.ll string or wire wrapped o.round tree
trunks, ReMove o.ll s tro.ps, rope o.nd string used
to lift the root bo.ll, ReMove o.ll burlo.p and wire
frOM the top of the root bo.ll,
F, The 'tip of the first Mo.jor roo t origino. ting
frOM the trunk MUSt be wi thin one inch of the
tip of -the root bo.ll, If the firs t root is
deeper tho.n this, the tree will be rejected,
4,3 ACCEP T ANCE
H, Loco.l governMent reserves the right to re jec t
o.ny o.nd all plant 1'10. terio.l,
B, Trees o.nd po.lMS o.re to be plo.nted out of the
right-of-wo.y (ROw) 0 t 0 MiniMul"\ of four (4) feet
frOM bock of curb 0. t loco tions identified on the
landscape plo.n, All shrubs o.re to be 0. MiniMUM of
two and one ho.lf (2,5) feet frot"\ bo.ck of curb o.s
shown on lo.ndscape plo.n, Awo.rded bidder sho.ll sto.ke
and/or po.int plo.nting loco. tions in the field, Upon
approvo.l by the custOMer, these o.reo.s sholl be
spro.yed with o.n o.pproved herbicide o.nd Mainto.ined
weed-free for the duro tion of the projec t,
1.4 SUBMIT T ALS
G, Container trees should hove few, if o.ny,
roots on the outside surfo.ce of the Media,
A, Inspection to deterMine o.cceptance of plo.nted
o.reo.s will be Mo.de by the custOI"\er represento. tive
upon o.wo.rded bidder's request, Provide notifico. tion
0. MiniMUM of five (5) working do.ys before requested
inspec tion do. te,
A, Awo.rded bidder l"\USt subMit certifico. tes of
inspection, o.no.lyses for soil o.MendMents, o.nd labels
for herbicides, insecticides o.nd fertilizer 1'10. terio.ls,
H, Trees l'IUSt ho.ve green, live follo.ge, Shocked
plo.nts ci.e, those with deo.d or dying leo.ves) will
be re jec-ted,
B, Awo.rded bidder MUS t subMit the following 1'10. terio.l
saMples:
Plo.nted o.reo.s will be o.ccepted provided all
requirel"\ent, including Mo.inteno.nce, ho.ve been
so. tisfied o.nd plant 1'10 terio.ls o.re heo.l thy o.nd in
vlgorol..As condition,
SHRUBS
C, Exco.vo. te plo.nting holes with vertico.l, sides, Do
not disturb soil 0. t bOttOM of plo.nting holes, Make
excava tions twice o.s wide os the root boll dio.Meter
and slightly less (two inches) tho.n the disto.nce
between the tOP-MOSt root in the root boll o.nd the
bOttOM of the root boll, Alterno.tively, exco.vo.te
the hole slightly wider tho.n the root bo.ll o.nd plo.ce
the root bo.ll in the hole so the tOP-MOS t roo t is
even with or slightly (two inches) highel" tho.n the
surrounding lo.ndsco.pe gro.de, Then, loosen the
surrounding soil out to 0. dio.Meter equal to twice
the dio.Meter of the root bo.ll, Finally, push the
loosened soil towo.rd the root bo.ll to fill the hole
A, Begin Mo.inteno.nce iMMedio. tely after planting,
Mo.into.in o.ll plo.nt 1"\0 terio.l until final o.cceptance
o.nd for 0. Mo.inteno.nce o.nd wo.rro.n ty period of
twel ve (2) Months 0. fter fino.l o.ccepto.nce,
1. Mulch
2, Topsoil
3 Pre-eMergent herbicide
4 Fer-tilizer
5, Photographs of typico.l plo.nt 1'10. terio.l
A, Provide shrubs 0. t the Minil"\uM height and
spread listed on the lo.ndsco.pe plo.n, All shrubs
MUS t be heo.l-thy o.nd vigorous wi-th good branch
distribution,
B, The custOMer or their representa tive will prepo.re
0. 'punch listH of those iteMS, which MUSt be
corrected before re-inspection for fino.l o.ccepto.nce,
The represento. tive will deterMine o.n approprio. te tiMe
period for correc tions, Awo.rded bidder MUS t
reql)est re-inspec tion two (2) working do.ys in
o.dvo.nce,
1.5 .JOB CONDI TIONS
B. Conto.iner grown shrubs sholl hove no circling
roots o.nd few, if o.ny roots on the outside
surfo.ce of the Medio.,
A, The custOMer or their represento. tive will provide
'Notice to Proceed' to the o.wo.rded bidder,
C, Shrubs MUSt ho.ve green, live folio.ge,
Shocked plo.nts (i.e, those with deo.d or dying
leo. ves) will be re jected,
4,4 MAINTENANCE
B, Awo.rded bidder is responsible for protecting
utilities, po.ving, o.nd other fo.cilities frOM do.Mo.ge
during lo.ndscape insto.llo. tion, Awo.rded bidder l"\USt
notify 'Co.ll Sunshine' (800-638-4097> 48 hours prior
to beginning work.
GROUND COVER
If 1'10. ter fills the bOttOM of the plo.nting hole, odd
soil to the bOttOM of the hole until the 1'10. ter Is
covered, Po.ck the o.dded soil firMly, Plo.ce the
root bo.ll on this po.cked, solid soil, not inwo. ter. No
po.rt of the root boll sho.ll be placed in 1'10. ter If
necessary, bring in soil siMilo.r to site soil to cover
the sides of the root bo.ll, creo. ting 0. ro.ised
Mound, The bo.se of the Mound (i.e, the outer
dio.Meter creo. ted) sho.ll be 0 t least six tiMes the
dio.Meter of the root bo.ll,
U Reset settled plo.nts to proper grade o.nd
posi tion,
2,) Restore soil berM o.nd Mulch lo.yer,
3,) Tighten o.nd repo.ir elo.stic guys or other
supports
4,) Correct defective work.
5,) ReMove o.nd replo.ce rejected 1"\0. terio.l within
one (1) working do.y frOM notifico. tion,
6,) Mo.into.in Mulch surface weed-free,
A, Provide plo.nts established o.nd well rooted in
conto.iners to the MiniMUM height o.nd spreo.d
listed on the lo.ndscape plo.n,
B, Mo.intenance sho.ll include but is not liMited to
pruni,ng, cul tiva tion, Mowing, weeding, fer tilizing,
1'10. tering, o.nd o.pplica tion of approprio. te pes ticides
necesso.ry to Mo.into.in plo.n ts in heo.l thy condi tion,
C, Awo.rded bidder l'IUSt protect plo.nt 1'10. terio.l frOM
desicco. tion during tro.nsport and insto.llo. tion period,
In MOSt instances, this Meo.ns do.ily irrigo.tion,
D, Awo.rded bidder MUS t fo.Milio.rize theMselves with
existing project conditions, e,g" utilities, soil stro. to.,
draino.ge, o.nd sightlines, prior to insto.llo. tion,
Conflicts should be o.ddressed with the custOMer or
their represento. tive,
when plo.nting on 0. slope, the tOP-I"\OSt Mo.in root
in the root bo.ll sholl be even with the gro.de on
the uphill side of the tree, Site soil will need to
be o.dded on the downhill side to cover the sides
of the root boll and to constrl)ct the soil berM
to hold 1'10 ter, The o.Mount of soil o.dded on the
downhill side will depend on the slope and size of
the root boll,
E, \Jork o.long city, county, or sta te right-of-wo.y
MUSt COMply with the o.pproprio. te regulo. ting
o.uthority's guidelines for 'Tro.ffic Controls for
Constrl)ction o.nd Mo.inteno.nce Opero. tions', Awarded
bidder sho.ll be responsible to file and obto.in o.ny
o.nd o.ll reql)ired o.gency perMits,
F, Awo.rded bidder l"\USt provide tree protection
within the scope of work. Refer to loco.l
governMent tree ordino.nce for specific
requireMents,
'I
c-'
3
o
o
~
o
o
w
~
D
z
o
r=:
o
::J
~
(J1
z
o
o
o
--l
~
Z
I,
D
CI:W>-V1-0ZV1
a:
w
(-'
Vi,,~ ~y:
I-CD04:1-
Z (/).:2:-)
I..:J ~ '
...J ;> -,
4: 4: 0
U cr:: cr::
(j) 0 0..
~~N
",,Jf 8
D",N
~Ol-
8~~
_~ex:
a. ex: >- ,,'j
81tf5 g
~l5~ ,~
~Erj
'" :i ~ .=4
>-1-"; :>
<i3Z g
~~~ ::e
~:iz
a.8i3
bl~l5
w8~
~~-<
.
()
7
~
~
....
UJ
,~~
::)
~
-z
~
UJ
>
?
~
~
...(
UJ
(~~
-z
~
~J
d
-z
.....::....-..I
<(
t~~
::....2-0
'''1
c-'
:z
,- l'~' e
o 0
o """ ~
I n ~
- W
'Ii: C'J Z n..
,tol") "C''' D
or--.~J
cr:: 4: ....
0.. 0
'.11 >-
~ ~t3 '.11
.., rY'
.- ~ .- ~
'.0
d - :z
Z g;5 d
~~ Z ~
rj w . --l
:::J :dwt~6 w
~ ~zF= ~
CI: 8t)~~ n..
~V) -
.; t D~~ D
~ o;~i3~
:;c t:l l5 ::J
CI: a<
o ::l~Di5 ~
~ z ::>
::J -< 0
-; V) ~ l1..
w giJ -<
z ,<w tJ 0
t5 > Cl: [;: W
I, 1-< F= ::J
~ 0>- ffi (J1
~ z co tJ (J1
~
\I) n~
~ n~
OJ ,~
.~ ~
<:1)1~
~
IJJ ......
i1J
.~ ~
:::: OJ
(~ ~
" .;::
f' ()
,~
\I) :s
.... ~
o~ IJJ
.;::
.;:: \I)
~ ..~
IX (~
OJ
..~
"
~ ~
OJ ~
OJ .,
,~
<:1) n~
f~ ~
(~
~ \I)
,:s ''is
{' ~
,) i1J :
~J <.j ~
"'i. (I)
~""""'....~<>< :::
> .. ....<....,. <. ') ~
i.I>. ~ ....
'..",..................,......'.,r;::..,...,..,..',.,...,...............J............................,.",.',.,.."...........,.......... r'.~ ~
..... fJJ <:
~,...,..'....',..,..................'................'.........,.',..'...'.......IJJ,~
.'>,.. ~ ~
.". C,') l))
~ !:
, IJ I \~
~ ~
~
0:::
."
~
~
t~
....
~
t)
N
r.o
Ii)
iO
I
Ot'}--t
S:cO~
Ii)
IJ) --t "'"
~t'}~E
I.f) 0 i' 0
""T.J "--' r.)
,j 'i: X ,j,
o..2oc
ol1..l1..1J)
cr:: c: 0 ~
~ 00 r;l
IJ) ..D l[) ,
- L.. 01 ~
~ 0 I ~
UI01~
oE~
0-
t'}o"",
No..i'
N
i'
'--'"
V
I-
iJ)
(....~
~
ill
~
(...~
~
<<
=>
CJ <(
r) >< d
<< W~
W --' CJ
- r: rl. .---J
5LL
~ ?' ~J""
r-" J ~
<< () ~
~
(...~ W <(
CJ <J ~
fl. ~ ~
t~~ LL <(
CJLL~
<,J C"J .---J
lJ
(J)
(...~
=--=---
W
~
CJ
CJ
-r
~
S
H
E
E
T
N
o
(J)
UJ
~
CJ
-z
~
UJ
,.) .
<(
lJ
(J)
c)
-/
-'--"
<(
~
t:)
NU!~BERS SHOWN IN PARENTl-IESIS INDICATE ELEVATIONS REFERENCED TO THE NATIONAL GEODETIC VERTICAL DAruM OF 1929. (10.00) DENOTES ELEVATION IN FEET ABOVE SEA LEVEL.
THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO THE RULES, REGUlATIONS, ORDINANCES, AND/OR JURISDICTIONS OF LOCAL, STATE, AND!OR FEDERAL AGENCIES,
THE REQUIREMENTS OF SAID RULES, REGUlATIONS, ORDINANCES AND/OR THE L1MI1S OF SAID JURISDICTIONS ARE NOT SHOWN HEREON UNLESS STATED OTHERWISE.
THIS DRAWING, SKETCH, PlAT OR MAP IS NOT VALID UNLESS IT BEARS Tl-IE SIGNATURE AND THE RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, AND
CERTIFIES TO THE DATE OF FIELD WORK AND NOT THE SIGNATURE DATE.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY BE SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD.
PRIOR TO THE CONSTRUCTION AND/OR RELIANCE ON THE FLOOD ZONE NOTE, Tl-IE BUILDING DEPARTMENT SHOULD BE CONTACTED FOR VERIFICATION OF FLOOD ZONE,
UNDERGROUND INSTALlATIONS OR IMPROVEMENTS, INCLUDiNG BUILDiNG FOUNDATJONS, HAVE NOT BEEN LOCATED, EXCEPT AS SHOWN HEREON,
ANGLES, BEARINGS AND/OR DISTANCES DEPICTED HEREON ARE DESCRIBED AND MEASURED UNLESS SHOWN OTHERWISE
PROPOSED BUILDING DIMENSIONS NOT TO BE RElIED UPON FOR USE DURING CONSTRUCTION PHASES,
ALL EASEMENTS SHOWN HEREON ARE FOR DRAINAGE AND/OR UTILITIES UNLESS SHOWN OTHERWISE,
THIS SURVEY OR SKETCH DOES NOT REFLECT OR DETERMINE OWNERSHIP,
BEARING MERIDIAN ESTABLISHED FROM AN ASSUMED BEARING OF NOO'20'1 J''\'i
BEING THE NORTH-SOUTH CENTERLINE OF SECTION 1 7,
1 )
2.)
3.)
4)
5.)
6.)
7,)
S.)
9.)
10,)
11 .)
+1
n
Xl
N
~
-<1"1'-
.........~
~
,rj
~w
vi(/)
LL.
Wo
r::-<I"
I, .........
6~
ci~
oz
Uw
~2=
ZI.J-
o
SEC, "" SECTION
fNP, "" TOWNSHIP
RNG, .... RANGE
F "" FIELD
P "" PlAnED
D "" DESCRIBED
C .... CALCUlATED
M "" MEASURED
EL. "" ELEVATION
NO, "" NUMBER
N/N "" NO NUMBER
COR, "" CORNER
BDRY, "" BOUNDARY
NOTES
SECTI()~J
1 7
T()WNSHIP /9 S.
r~ANGE 16 E.
SCALF
1 "==30'
LEGEND
o SET 1/2" IRON ROD (NO, L,B, 5789)
JJ: SET DISC 1-1/4 (NO, L,B, 5789)
) FOUND IRON ROD (SIZE AND NO. AS NOTED)
o FOUND IRON PIPE (SIZE AND NO, AS NOTED)
J.:.t FOUND NAIL AND DISC (SIZE AND NO, AS NOTED)
cI FOUND CONC, MONUMENT (4"X4" UNLESS OTHERWISE "OTED)
~ : FOUND NAIL
~ FOUND "x" CUT
6. SET WOODEN HUB
VI NOT TO SCALE
o
w
~
::J
(/)
(/)
<l:
SCALE IN FEET
I
30
I
o
I
30
-k0
I '~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
''-''
""',
AS SHOWN ON
GULF TO BAY GARDENS
P,B.50, PG, 60
LOT 12
GULF TO BAY GARDENS
LOT 13
''-~,
()
()'
")
11
LOT
10
LOT 9
LOT 8
Lor
LOT 6
LOT
LOT
14
LOT 16
LOT 15
LOT 17
LOT 18
()
()'
~rv
~
61 2,61 ' (C&M)
I
~"
'..
i~-
82,60' (D)
SOQ' 20' 1 .)" E
-------^--v-------
1
530,01' (D)
......-.::
~
-.......-
~
~
r..)
r.J
,
r..)
r)")
188
1:-':-'
00
1 ~ ~
00
I ~ ~
I
I
I
1----
o
1'-'
Ij-!.! '0
'Jl 0
1 ,.0 0
N89'4-6'01"E (D) NOO'20'13"W (D) N89'57'26,9"W (D) I ~ ~
10,00' (D) ~ 15.00' (D) 10.00' (D) ~ '!'
I~
"" (/)
P.O,B, PARCEL B ~ _ ~00'2~13"EJDl. _ _ _ _ ~~,85' .P)_ ~1~7~(C) _ 1
PARCEL "B" (O.R, BK. 6350, PG, 2183) J N89'2)' 13"'" (D) 8308' (D) \ 'i'
NOO'20'13'\'i (D) _ _ _ _ ._ _ _ ~16,8~ (D) _4-~,n' iC~ OVERA~ PARCE~13/0~ _.I . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -=,IV=.. - -(- ~ - - - - ~ - - ~ '-'
~K - - - - - - - - - - - - - - - - - - - - - - - - /11\ (~- NOO'20'13'W (D) T 131,85' (D) 131,n' (C) -./ W~~?~~J ~
____I ( r 1 1 I 1 COMPANY 0
o ---- ---- ~
'-'I ____81 18
~ I ,9-8 I 1'0
~I 8~1 I;]
~ S, 15,0' OF THE N. 100,00' OF 0 ~ I 1 ~
..........-~I THE S. 1120,00' OF THE W. 130,00' I")
.~ I PORTION OF PARCEL 13/041 N,300,00' OF THE S. 1 020,00' O!~ THE W. 130,00' '1:-- ~~.
r' 0 g' I
... I r~ d I
I .......,..... PAR eEL 1:5;' 0:5 I ~ ~ I
I ' )
I (O.R. BK. 5846, PG 2122 PARCEL "A" (OR BK. 6350, PG, 2183) -+..........--1
I CORRECTED IN (O,R, BK. 9005, PG. 114) ____I 1____
~ ____81 18 3:
~ ;;..J 81 ~ 8~ 1 I~ ::-r-
~,cD ~ I ~ .w;; ;; ,-..
~ t }; ~.........~ 5,0' (J) AD,JITiOi--lAL RiGHT -OF -WAY -~ ~.I : .~ P.O,B, PARCEL "A" PROPOSED RIGHT -OF - N'o,Y liNE :.~
......:1) ~ I ......... ............... (O,R. BK, 9052, PG, 1190) '! ~ t-~ ~ ' / & PARCEL 008.1 PER CITY OF CLEARWATE R PE1ERSON CO
crj'-- "'I...... ~ (/) I) l I Z /'. L MONUMENTED RIGHT -or -1''1AY liNE (.~) SURYEYING....,J "'t
DESCRIBED EASTERLY RIGHT-OF-WAY LINE ~, ~. r DESCRIBED RIGHT-OF-WAY LINE Z II \, NO, l.B, 2129 .. COMPANY ~ '
OF HAMPTON ROAD (PARCEL 13/041)~ ~\ ~... '. .1 V-------------- -----:---------------- (})
or' ." -r-- NOO""'o 2Q.' 1 :5"W ...... _, 1~0~ADDITIONAL ~IGHT-OF-WAY ~'~ ,:<,~954~~ 2042), _ _ _ _ _:500~)0~ _ _ ~t?r71- . . r DESCR,BED RIGHT-OF~..!AY liNE 10,00' (C)-- ~
NOO 20 1.5 W ./ Ar;-'-"'- ----------- ~ 7 NOO'20'13"'Aj 1500,YI I ", , 0
C" / I I 8 ~........._ "r , r" ,,, '"", .' I'" " I : ~H) (Y 20 1:5 W 200 , 0 0 ~
1 .J, 00 N89'46'01,'W (D) 1'0 "S ~ 9 4? 91 W THE 1'1, 20,00' LESSED OUT FOR ROAD ~IGHT -OF -WAY N8~t,~g,1 (~) (D) l 1 : / THE W, 20,00' LESSED OUT FOR ROAD RIGHT.-OF -WAY ~ I)
725.00 (0) I ~ ".).00 ~~ ~DESC"BE' <;}",R. BK. m'~ ". - """ 'UT " ''::: BK. "". ~"~ _ _ _ _ ~ L...--- NOO'20'13"W ~/_ _ _ _ _ _ _ _ __ _ _ _ _
- - - - - - I - - '::,~ - - -r----... -"'f - ~ '\ -/ '- NOO'20'13"W (D)
P,O.B. PARCEL 13/04-1 ~ NOO'20'13"W (D)"'" ..., l' ~NORTH-SOUTH CENTERLINE OF SECTION 17 \ 1 LNt39' 46'01 "w
(O.R, BK, 5832, PG, 21311) "'" '~6'Og. (LINE USED FOR B~RING MERIDIAN) - HAM pro N r~ 0 AD 1 ) () () ,
"'" '..... ,)o~ ( . 950'j: (D)
. "-:.... (' '- (NOT TO SCALE)
.........-~ 'f:J! '~
~~~
df'f(1) ~,~
o ~ ~ .......
......... ~,.I>1'go".. ~
'- 7: 1 .......
..., 01' ~6'
f?,S
o~o ,oc:
01'(' ~os
p)\r~CEL
~'-
'.........
OF PAr~CEL
I N C l_ U 0 ED)
,---..
o
,.... ,~
~
'-'
'~
.......,
1:5/04
I,' r I ~\j
(:'jor
i'::'
~
o
r.,J
,
("..)
t-0
t"'l
o
w
~
:)
0..
Z
=>
W
<D
~
()
0'
'5
() '.....,
-(<'('I) .............
ell).. &0
~ 1:. o~ 0".. , .......
~c? Sl' ~6:~ '-,
1(... ' ^ ~ '
""', ,,1,1,t r~~ ,oG'
..... l' ~~c?"
""', ~~6" s(',~/&6; C'g
'....... 09, ~1'}'G'
'... ,)0.
.......~ (0)
'-...,.....,
'0
N
o
o
~
'..........
",
........
""'-"'-.
''-.....
c.,;
Z
0::
PAr~CEL 1 :5/041
(O.R. BK. 58,32, PG. 2131)
",.,,""',
w
"C-1"
()
()'
'V
......~...
~
~
S, 520,00' OF THE E, 100,00' OF THE W, 230,00'
PORTION OF PARCEL "c" LESSED OUT
vi
o i.l'l
<D N
~ a.:
~ ~
THE W. 10,00' OF THE
S. 131,85' OF PARCEL
13/041 LESSED OUT
----
o
'-'
..... c,)")
)D
('J"
~
t'-
!I)
,
c,;) '....
CO ....
V1 .......
~~00'20' 1 :5"~85.00' A-
..,~" 8 c) 0 C' -7 ' ') r" n'h t:".-/ ,
. ."J ,J ~ r) , ."J L-.........
1 0, 0 0 ' '~~l.J
'~, ~ 3 ~~r..)
, '~ ::: c..) ".
t") ~-/ !I),
" ~Cr) 0
'...... ~ r..J ~
r..) ,
('J t-0
'~. ~
("~ ,---..
rYQ
,~ w
'l ~ ~
~ co ~
~
......
,
.......,
.......,
W r'
!;( ~
f-'
(/) rj
W
(/)
o LL.
~ 0
~-Z
::J ~
o
OJ ~
Z
I~
co W
o ~
f- u..
':J 0
::J -<I"
'-' .........
-B-' ~
3i
vi
W
2=
~>
, ~~
.... (i
""'~
....
'~,
-----~-
'.........
".
-r
I
I
I
I
I
I
"
o
W
3
0..
Z
:::l
""'~...
.........~
N. 200,00' OF THE S. 720,00' OF THE W, 130.00'
I:) r,:' r !~ 17.., 0 6
r\j I; (~ L U D [ D )
,....
.:!:
'-'
PAr~CEL 1 :5/05 _
(O,R. BK. 4611, PG, 1359)
~,
N, 190,00' OF THE S, 52000' OF THE 1'1, 130,00'
'0
o
o
o
LL.
o
~
~
o
OJ
~
CI::.
W
r::
:::l
o
(/)
o
w
~
0..
Z
:::l
I
I
I
~
-----~-
-----
------
-----
381 'j:
CENTER OF SEC. 17 ALSO THE
S,W COR. OF THE N,E. 1/4 OF
SEC, 17, T\VP, 29 S, RNG, 16 E,
(1-1/4" PINELUlS COUNTY DISC)
~.....
. .. " 1:,-'
, , ,,~.
1,'; J.__,,,-.!
(:?!."2.]f'~I::"J~ ~ 7
'"
"
'.........
,
~
(.~) NOTE: TITLE SEARCH SHOULD BE ~-AADE TO SEE if ADDITIONAL RIGHT-OF-WAY
HAS BEEN DEEDED TO THE CITY OF CLEARWAT ER FOR ROAD RIGHT -OF-WAY,
DESCRIPTION: PARCEL 13/03
THE NORTH 300.00 FEET OF THE SOUTH 1020,00 FEET OF THE WEST 130.00 FUT OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20,00 FET THEREOF CONVEYED TO PiNELUlS COUNTY,
FLORIDA, FOR PUBLIC RIGHT-OF-WAY, AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ~OAD (COUNTY ROAD 144) AS IT PRESENTLY EXISTS.
DESCRIPTION: PARCEL "An
BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELUlS COUNTY, FLORIDA, AND RUN THENCE ALONG THE
NORTH-SOUTH CENTERliNE OF SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERliNE OF HAMPTON ROAD, NORTH 00'20' 13" WEST, 720,00 FEET;
THENCE NORTH 89'4-6'01" EAST, 25,00 FEET, TO h POiNT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF
BEGINNiNG; THENCE RUN NORTH 89'46'01" EAST, 105,00 FEET; THENCE NORTH 00'20' 13" WEST, 15,00 FEET; THENCE SOUTH 89'46'01" WEST,
105,00 FEET, TO SAID EASTERLY RIGHT-OF-WAY LINE OF HAMPTON ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE, SOUTH 00'20'13" EAST, 15,00
FEET TO THE POINT OF BEGINNING. LESS THE WEST 5,00 FEET DEEDED TO THE CITY OF CLEARWATER FOR HAMPTON ROAD RIGHT -OF -VvAY IN
O,R, BOOK 9052, PAGES 1189 AND 1190.
DESCRIPTION: PARCEL 13/041
THE NORTH 530.00 FEET OF THE FOLLOWING DESCRI8ED PARCEL, LESS A 10.00 FOOT STR,r RUNNING NORTH AND SOUTH ON THE WESTERN
BOUNDARY OF THE SUBJECT PROPERTY, BEGiNNiNG AT A POINT 15.00 FEET NORTH OF THE :;OUTHE'~N BOUNDARY OF THE CONTIGUOUS PARCEL:
THE EAST 100,00 FEET OF THE WEST 230,00 FEET, LESS THE NORTH 200,00 FEET AND LE~iS Wi:. WEST 10,00 FEET OF THE SOUTH 85,00
FEET OF THE NORTH 285.00 FEET THEREOF; ALSO THE SOUTH 15,00 FEET OF THE NORTH ':0.00 FEET OF THE SOUTH 1120.00 FEET OF THE
WEST 130,00 FEET, ALL IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, :OWNSHIP 29 SOUTH, RANGE 16 EAST, PINELUlS
COUNTY, FLORIDA, LESS HAMPTON ROAD RIGHT-OF-WAY.
ALSO DESCRIBED AS FOLLOWS: BEGiN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SO'JTH, RANGE 16 EAST, PINELUlS COUNTY, FLORIDA,
AND RUN THENCE ALONG THE NORTH-SOUTH CENTERliNE OF THE SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD,
NORTH 00'20'13" WEST, 1020,00 FEET; THENCE NORTH 89'4-6'01" EAST, 25,00 FEET TO A FOINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF
SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN ALONG SAID RIGHT-OF-WAY LINE, NORTH 00'20' U" WEST, 15,00 FUT; THENCE
NORTH 89'4-6'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 13.16 FUT; THENCE SOUTH 89'57'26.9" EAST, 10,00 FEET; THENCE NORTH
00'20'13" WEST, 85,00 FEET; THENCE SOUTH 89'57'26.9" EAST, 90,00 FEET; THENCE SOUTH 00'20'13" EAST, 530.01 FEET; THENCE NORTH
89'57'26.9" WEST, 100,00 FEET; THENCE NORTH 00'20' 13" WEST, 416,85 FEET; THENCE SOUTH 89'4-6'01" WEST, 105,00 FEET TO THE POINT
OF BEGINNING. LESS PARCEL "B", BEING THE WEST 1 0,00 FEET OF THE SOUTH 131,85 FU'- OF THE ABOVE DESCRIBED TRACT.
DESCRIPTION: PARCEL "B"
BEGIN FROM THE CENTER OF SECTION 17, TOWNS11P 29 SOUTH, RANGE 16 EAST, PINELUlS COUNTY, FLORIDA, AND RUN THENCE ALONG THE
NORTH-SOUTH CENTERliNE OF SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERliNE OF HAMPTON ROAD, NORTH 00'20' 13"WEST, 735,00 FEET;
THENCE NORTH 89'4-6'01" EAST, 130,00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 89'46'01" EAST, 10,00 FEET; THENCE
SOUTH 00'20'13" EAST, 131,85 FEET TO A POINT ON THE NORTH liNE OF PARCEL "C"; THENCE NORTH 89'57'26,9" WEST, ALONG THE NORTH
liNE OF PARCEL "C", 10,00 FEET; THENCE NORTH 00'20'13" WEST, 131,85 FEET TO THE POINT OF BEGIN'JING
DESCRIPTION: PARCEL "0-1"
THE EAST 1 00.00 FEET OF THE \VEST 230,00 FEET, LESS THE NORTH 730,00 FEET AND LESS THE SOUTH 520.00 'EET OF THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELUlS COUNTY, FLORIDA.
DESCRIPTION: PARCEL 13/05
THE NORTH 200,00 FEET OF THE SOUTH 720.00 FEET OF THE WEST 130.00 FEET OF THE :,OUTHWEST 1/4- OF THE NORTHEAST 1/4- OF
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20.00 FHT THEREOF.
BOUNDARY SURVEY
.~-
THE EXISTING RESIWKE AND/OR THE BUILDABLE LOT AREA APPEARS TO BE IN AN "X" FLOOD ZONE ON THE NATIONAL FLOOD MAP
COMMUNITY PANEL. NO. 125096 0017D DATED 8/19/91 THE BASE FLOOD ELEVATION IS SHOWN TO BE N/A FEET.
."'.
DJL SURVEYING COMPANY INC. (L,8, 5189):::;::-
PHONE: (727) 845-8084 / (727) 848-8900 FAX: (727) 845,-.-54.$6
8324 CORPORATE WAY (P.O, BOX 791) NEW PORT RICHEY, FL34656 r ,>.
t
I
" .>
A88r~EVIA TIONS
CERTIFICATION NOT VALID AFTER 9,O."DAYS' J;,,,,,'
FROM DATE OF SURVEY OR UPDATE" .;))'
,\ :\/~t cEr~11 ~r~Afl ON
, "1 H;:R~a'&.6E~TJ.f'f; JHAT Tl-IIS SURVEY
. .,;f.W~? ~ l:i.,~~~.IjNDER, Mf RESPONSIBLE
~A' !CHARG~ 'ANJJ' !>AE~lS THE MINIMUM
'~"TEJ:;tiNiC.~~-'STAN%RD'3' SET FORTH
;\'/ BY' JHE FCORIQA BOASi6.'OF PROFESSIONAL
.L~ .t.A.".IDl S/Ji,RY-EY..J)RS 'INlc Cl1APTER 61 G 17 - 6
,l1,..:.'"\,..,'.....;";.f.L.,.P,...,,,R..IL.".,,.k,. ::.,tDA,.. ,. .Ml.,\...~t>!i... S"TRA _.T 'r:yv. E C DE PURSUANT,
,j~~ O~'~~&e-:Tf1.tf\;~~..~12.."l FL'. IDA ~TATUT~S.'")
'.J.,..~}<'t,',., !oJ/q/C c
_NNlS J, lE€.}""P,~.M, NO.' 2689
, . NOT W,LiD ~~rlI~Ui EMBOSSED SEAL
RES, .... RESIDENCE
COY, '" COVERED
GAR. ca GARAGE
BLDG, "" BUILDiNG
WD.FM. '" WOOD FRAME
SIP ca SCREEN PORCH
CiS ca CONCRETE SLAB
MIS ca METAL SHED
W/F ~ WOOD FENCE
C/W "" CONCRETE \'iALK
C/D .... CONCRETE DRIVE
APP, '" APPROXIMATE
BLVD. '" BOULEVARD
ENC. ~ ENCROACHMENT
ST, "" STREET
DR. "" DRIVE
RD, ~ ROAD
lA, '" lANE
CIR, 0: CIRCLE
CT, "" COURT
TYP. '" TYPICAL
POR, "" PORTION
CHD, .... CHORD
8RNG."" BEARING
CONC, "" CONCRETE
DIA. 0: DIAMETER
COL, ~ COLUMN
AVE. "" AVENUE
STY, ~ STO RY
FL. "" FLOOR
PG, "" PACE
PB, .... PlAT BOOK
8,M, ~ 8ENCHI>AARK
R/W ~ RIGHT-OF-WAY
W!C.. WITNESS CORNER
R/P ~ REFERENCE POINT
P,C. 0: POINT OF CURVATURE
P,O,B, ~ POINT OF 8EGINNING
C.L.F. "" CHAIN LINK FENCE
C/L "" CLOSURE LINE
A/C "" AIR CONDITIONING
t ~ CENTERliNE
C,B. "" CONCRETE SLOCK
P.1. ~ POINT OF INTERSECTION
OR.8K, "" OFFICIAL RECORD 800K
L.F,E. ,. LOWEST FLOOR ELEVATION
P,C.P. '" PERMANENT CONTROL POINT
P.C.C. '" POINT OF COMPOUND CURVAruRE
P,R.C, "" POINT OF REVERSE CURVATURE
P.R.M. "" PERMANENT REFERENCE MONUMENT
L.H.S.M, '" LOWEST HORIZONTAL STRUCTURAL MEMBER
L,U,B.M, '" LINE USED FOR BEARING MERIDIAN
L.S. ~ lAND SURVEYOR
L.B. "" lAND SURVEYOR BUSINESS
P.S,M, '" PROFESSIONAL SURVEYOR AND MAPPER
E,O,P, "" EDGE OF PAVEMENT
SENT TO AND CERTIFIED FOR:
SCHERER DEVELOPMENT, LLC
13~7~ ~8TH STREET, NORTH - SUllE 11-9
, CLEARWATER, FL 33760
8RANDON REALTY VENTURE
DRAWN BY:
E.W.
CHECKED BY:
D,JL ,/
DATE:
05 17/02
ORDER NO,
02-072,3
MAP NO,
D-1786-1-R3
l
DATE
07/11/02
08/06/02
10/14/02
REVISIONS '. ", ~
ADDED DFED BOOK FOR~ATER' EASEMEtW'
REVISED ROAD RIGHT -OF -.;'WAT . .Ir:
REMOVED PARCEL 13/01 ~ 1J/02,",{,
SHEET 1 OF 2 SHEETS, SEE SHEET 2
FOR TREES AND TOPOGRAPHIC INFORMATION.
SUB-FILE
I CREW CHIEF: D,J.T, NOTES FILED: F,B. 743, PC, 18
~f
IL
--"l
~
. J
~ ~ ' -~........-______~:..--.~_~-:--=--_--1.
~~
_:"'..i _~~"'--"'-~____'"'--"'~_~---"''"'~~t:...........",~~.
.
""-'-"-~-~--=---...::..-...-~-~~- ,
~-
_.__~...._~..o.....:...;:.~.::.:i"__~~~J<-_':;::""....l:..:"~."_"';;:"'~:::'::.-=.~:"2...,,,,,~...c ~~?![..$~~,""_..:?:'~-----:~~-r~_~~~~..::Z...l:i.......:...--::'--~~--"--~~4=-___~'::'",,-~_:-,-,-~--,,,,::,~" _ .
- '," - ~-~-~_:"-'~~~~~~-!_--~"'--~ --~~=---=- - '- . ~~_~li ~_~ . <:r -":..' ~ - 7' ~. ~~ -.." _ _ _ ~
I (.~, rr:; ~~OrJOE! [) t~.~#~~r~~t~ !~~\;;\ r r Cl'r~~----~~~~'
y e,r":AlE: 1/8" " 1'_<2:'''
.. ~ . .." . ,,' - .. - ~. <' - ..~" ~ r ~ ~ - . ~ -. ~ "- ~ - - ~ ~ - - - <. ~ ~ ~ ~ - - ~ ~ ~ ~ "",.~ _ .~ --r _ _.. .
--",_~"""~-,~_",::,~,,,-~,,--_~~,~""""=:-----"4""""""~_____""""'-~_~;....ot." ~~-~~- ......................~...:-.~<'......=--"-"-'.............~~='--"'-""'......,.~~ -:t,'""""~_.L--"--""-~_~':::'::'-"'-_~"""'-""-'~_~_,:,-=-~~,_~~__~"""----,-",-,-,-_~~~,,-,,,,,,,~_=_~'t._:~_~...:......:"d:4'"":~~:"""'....--Z:':"'~..Ai."'"-,",-,,,,"~;.;..J-~.~~_~~_""::';',"",';;;''''::::'--:~_.....~~~-=..:.o...:.........-,,,,,",_~..:>;...:...;;..:;;:_ ....:;~~...:_-4.--'--"~..::-.---:~~~~;(~_
..-.;c~-":-_
- ,,_~ J.". ~,
T
"
'7
T
J-....~~~~~~_____~L_~~_~~~~~~~~~-
,
1
~--
" -=------~-~~-:.~-
III II 1'"
~
--;--IDf7I~-
I I I II
'I ,
~ 'l~L...L
D7Ir-:;-----;--
I I'" I I
-- ".i._~1 ,,!~_ ~'
c
10~~?~~~~~'O~~~~=~=.~.~~~~~'=.'~~~. ~-~=~~~:~~~~~~I~!L~rl~-_~-.~=_.~~
~........_-~~&::"~:E1\!..~~~ ...,~-.;;,.:a "l ~"'::~~~~~,:<-~',-,",g~,_~..."'~~:,:::".. ~~.~~:~.!=-":"L:.t_~~----::..--=-..::~~~~~..._~~~-=--
"::''';;'~!..=~:'~-=.&'''::~~~~'.i='''~~~:'':''''';-~:''L-:'''(.r_-:;......._d~_~:'-~~'''''~~-'-:::-~<-.:o..:.....::..:...::..c.='''::'~~~~d:.
-,C~ff'
.LOC'5;y7'
[!~ I){#';J.} })
,
,
~--~...-~.--
_ J ,.--'" ______ '~
_JO>}~ [~O I.!~
\\ ~C)Z') \ \\,1) ~ '6
' _c" --c._:'.- ,.,..
\~. )..,"3,"" :h
;~
I
--~~
r(~
1~1~()I~<)c)gO PI~01'1 r ~L8'/ :\n01'1
oCALE: 1/8" II 1'-0"
--=--..s.
II ~................... ~ __---=-=-...... .....~......-----:_
~s..'" .
- ".L.:.
H J'rojects
,t, 2002'0258.HOOTERS SD Sceeme B'A.EXEL d"g, 10282002 I' '6 A,,\I, E1'J(
~----
.", ~ ,\ r ,. ...
,,~f._!:'j.f(~I~~ I iJ(
,---j
f-----~---j
r~.~-I-
~--_.j
r-'---~--
r"'-~ . r~
, c.' '" --' r---
,1.._f,~'-'!."'~~-
v
c:
~
-s;,
'9-
~ ~ ~
() 1-0 ~
1.;~-
::: ~ 0
-D-l~
t.- !:....r.. ......
-< t-" f
'~ .8 u
o '- .
2~N
~ ......... 1..0
N ~ ~ r.c:
gJE6:;;
g ~ ~-
'=' ,~
~ 5 . N
-< E ~
-< Vl '"
v-:l!..
.c >-- .
~ ::: L'i
~:J:~
'-:/Jt'--
1$:::;> ,
E r--- ;;
>u t? t'-
~ N .
.;Y) t"-_
N
t'-
v
c:
o
.c
n.
,,~ 'L'--'::_";;:~_~~_~",,--_~.........~::::__
()
"'..-/
.-.:__.......~---~=-
-7
~--"
(j
---"
tf) .,
WU)
[) .,
()~
---" ---"
.
,---- W
<( -.
~~0
Wtf)
:L:
()
tJ)
_J
~~~ ~~~-
~ ~~: i~:1
~~ PJ _I. ,~
['~ . r ,,-j ,
(.~ r. r ~ ,. ,l
'~(dr--. 'd~
~[')~ ~~J~
~ r-' ~3. 8:
rr ,>f (' 'I
r; ~-J ( ~~
.--~ '.;-'; :)
'I,J'T4' I'
n~), '"
~~ _ sJ..fi~)
".J"- ';
..) ~i;J
~ ';;:--',.
~ ,~~
f~ '~'.J .. 11
8' 't-":-F"i",,,,-<:l'~l:'J.~
~~.,'i'~'~ f /
,~ .' .r,~~t~~
~ ,1..j;;;'~~ ~~.~;,!'n;~'.
~ "..",~~;J;"' JIE
r~ <.....- ., '<<:,:T,..1;.t.-r
f. ':>',) -
~~te: -;'0. 2.3. 02
I Score: AS' NOTED
I Project M']r: ,JLO
I D;'J\~: EKK,
r)b: 02--58
Sheet
/-\ :j
Of
Sheets
11 ,_J
r~'lL't-'.