FLD2003-08037 (2)
I -~
~- -~--
~ -
IiJ
Z
fol I
<!. 0
4 .
10 I, f. t> u 11 IiJ cb
~ II
E
AlLEN AVE
n.
12
:I:
!;
lal
IiJ
~
l!l ~
<!. 0 0
4 . ,
0 ttJ
18 11 U l> u 11 1IJ
I!I II
E
AVE.- ~
Ii
"Lf
"'-.... "
..0>1...t,..-
1<* """""'~
.... ..r,..1i-
~\~..~
Ii!
:I:
t-
o
sa
.,
z
l!l I
<!. 0 0
4 . 1
10 I, n l> u 11 ., cb
i ~ II
E
3080 Allen Avenue
FLD2003-08037
OR~G~NAl
Ii!
:I:
t-
o
Ii!
r..
-.
"-------
Aerial Map
Owner I Robert Hupp and Allen McMullen
Case
FlD2003-G8037
SIte:
3080 Allen Avenue
Property
Slze(Acres)
1 95 acres
PIN
28/28/16/00036/004/0150
A tlas Page
212A
\ ~
, ! "'i 0 \
'" ,
. ,
d'
, "
<,
fi , -"-1;
'"
f If
IE > ,,~
, -V-'
0 , ,V
f, ; "
0, , l
~ , f
;!: , f ,
.,;~ LIJ
,.....
" :5
s
:E
(.)'
:E
..
..
,
,
, .
L__.!
~" ,"
, ,
, ,
I
, ,t -,'
" ^
'-,
,
,
,- ,
. '
\.......:.-' ~
'"
:!g
'"
~....:
---... - --~I-"''''''''' --!.ol-
," ... -- _I -- ... --,_,.- .. -- ~
,
I 2D80 I
,__ _1,_ ___.-,_ I
,.
.. ' ............,
....',
:-----~I- -- -;I---~-
~_ __~'!f: ___;-1_.___
2678
........... .....;-'-
.-----1
,
,- '-...
, ,
I ~~
'- ~I
.- "',
, .
1____1
2652
.__u ~~MIl,DR
'. ,
..2664: :
__,.!I-_____--' _4
,- -I
r----
, '
, .
2660 J
r'''''''' I I
, ,
, ,
~-----I
, '
, '
, '
;. -,
, ,
, ,
~____I
,
1- ~_;
,- ~.."
.----,---..-.,- --"'-- -,
, ,
, ,
L__li___.._l-I_..2_6_~I_ ..:
.. -:.:- --~; --.. '-:" --:
2674
___r-;.___;~ __I--I__~_:
,
,
-,
,
~C;
.'
,
,
--- -.
"
I _-:.,
, '
: : ~----j
, ,
2672
Zoning Map
Owner:
Robert Hupp and Allen McMullen
Case
Site:
Property
Size (Acres)
3080 Allen Avenue
PIN
Atlas Page
I'
I
r
~
I
r,
I
\
I
I
~ p ,
T "
,,~
", ff!jj
': :~ 1 !
_:'l'\~ ~ ~
-.; tA" '" "''''( "
A ;: "
I A~LE~ A V~
'",
\,f
" I
':
~ "
" 'f-,.,
~
., \
\f
,,' \
~
2669" \
~
FLD2003-D8037
1 95 acres
28/28/16/00036/004/0150
212A
e
.
,
,
, ,
L..._~
High School
_ _ - -S ngIe ami~.,
, '~ I ,_I I
\~ --} :':
Ld' ---- 1..____
.,
__.. __ __,_,_00....... __~I__"''''' ---:
2678 I
'-____ :..____.-i'- :
I" --.. _1-----I_I---..-~
, ,
:____..-~O__-I-I- :
.-
........
:-----~; -- -;~...--~-
,
~.. _..~~: ___i'..,...._
(----1
, ,
toO .-
.. ~ll
1,_ ~~
.- ",
~____~I
Attached Dwelling Units .... _ _
,
r---j
, -
. '
" '
~I _~
, ,
, ..
, ,
...---- ~: ----1_:
..2664 ,
....'" .. I .! 1__ ..... ... ..._ .!
'"
2660
r-.....- I
, ,
1.........1
,
, '
'- '
,1 _,
--:'':--_~~''--I..----__, ~I ~.-:
..' ~-I
2674 I C'Il I
__.!.. ___:~ __'--1__ _, I .1
,
, '
I I.. I
~672 I I ..._____,
, 0
,
~ .;
l_ C'Il: ~
,---_,----...,..-00--... __ "I
, ,
, ,
I.. .. .2656- I
1___'1___ _11_..___11__'
.. --..,
,
.
,
o
, ,
, ,
c
~
.,
, "
2652
4t
I
Surrounding Land Uses
Owner Robert Hupp and Allen McMullen
Site 3080 Allen A venue
Case
Property
Slze(Acres).
PIN
A tlas Page:
~
~
o
o
en
~
L&J
....
5
~
=e
-~\
I
.
^
f\!j!
/!J\!J
Mobile Home Park
~
ALLEN AVE
2669
FLD2003-Qa037
1 95 acres
28/28/16/00036/004/0150
212A
ee
..
Project Location
Owner Robert Hupp and Allen McMullen
Case
FLD2003-08037
Site 3080 Allen A venue
Property
Size (Acres)
1 95 acres
PIN
28/28/16/00036/004/0150
Atlas Page
212A
e.
,
,
, ,
L _....!
INS
RU
, ""'-,
" .
~_.. -_:
..- --... --1_,--""'" --!...--.......-..
:- --.. _I---..-I_I-.....--~
, ,
:____..-~..O_..._l-I- __:
:-----~i..--..~'..--...-~ ..""'.....
I I, ,
~_ __~~_2,___i,..,_...__: ':"" .....
, ,
2678
"I ____..-i,-
,- ----I
'- I_I
tell
'. ~
.- ",
~____~I
f-'" --...
,
._h_ fiji": '
...... ..., .! '_... ...... ... __ _I "
.-----,
, '
, :
I_i :',-
,
,
,
-.
,- -,
,
,
: ~:
~: ~:~
, ,
...- -:.: ---~: "'--'...: ---: ~I 10-'
2674 .. I ~~:
___r-;.___:~ __.--,__.....: "
,-.
, ,
I,' :
2672 : I '------,
,
\
,
~_.._-,
--- -f
,
,
.
.
, ,
, ,
2652
2660
,.......... I
, ,
I... ___,
r----
" ,
,
~I _~
, ,
,
, ,
,.._-...'---...."- --'-- -.
, ,
, ,
L.J'; __... _.-I_..2_6~I_h:
Future Land Use
Owner I Robert Hupp and Allen McMullen
Site:
3080 Allen Avenue
Case
Property
Size (Acres)
PIN
Atlas Page
..
I"
t
f
r
f
I
"
I
,
Q
Q:
~
o
o
CO
~
I.&,j
...,
5
~
:!
I
I
---I
I
I
A
[fJ, i
,. ~
~ ~
A~LEN AVE
2669
FLD2003-08037
1 95 acres
28/28/16/00036/004/0150
212A
LookIng south at the comer of McMullen
Booth Road and Charles Avenue Proposed
medical facIlIty to be located at thIS comer
-, <
;\ ~ \ ~//
" \ \ //
-..... ----...- /' ,
, ,
r-"'--- _r
.:...._ _...,..t..... ..~,.. ': '-? ;
-- -- -~-- ---j
j
j
Looking east from where the proposed
dnveway wIll be located along Charles
Avenue
r---~ ~- -t -e---- -- --,
/" l " ""
Lookmg southwest at the SIte from the comer
of McMullen Booth Road and Charles
Avenue Large eXIstmg pond ImmedIately
behmd the street sign
Lookmg southeast to the mtenor portIon of
the lot
3080 Allen Avenue
FLD2003-08037
t
8
~
~
~
J
~
~
.
~
~
i
~
~-,
~J
~go
~I
~
~
, _ ~_HAR_LES_ A YENU . .... ~~Si~;~:H
1 ~.-:: : .... : ::= = = :: :: .: ::.:: = = : :.. ...... .t :- i == == ' ,. " ,,:~<\ == == == == ==: ...... ...... ..:24~: A:P::~: P~::BM~N~..::.. .:.: . ~~;D = = ;:~ c/" J " ;:TO" .4: 71t: ......::.:;: RIMS~~R~2 MH I i
1"' , ;<",,,[., 1" / EXI s~~g ~~ R:E:~~;)U TIER .1,. ( . B~iEg~C/~,,: 7' i1 .' '" / z:: '..;::::= ..~O:~::~Sf <: , i~~ 1~ H ~ i i
... ~..~.~V;)\; ..._..~_..._..._..._... / ..._..._..._..._..._..._..._..~, 8~:~6'5~: E(~~(F)... 29~:67' ...=.~?~. d..;' .. :r::'~.~~..._...--..._...~~~'\' "/', \, I,
I " f'~, q, , ~, :-, f,\ I r ,~, 'f' ~: ~
r: . "." '. ..' '2"c, ", ".";'" w, ..~' . .,.... "', :/~' :~::'. ..... .... . d .. '" U', ~~~~~ " · \;.. ~~61To~F Cg~~61~ON~ i
6' UTILITY EASEMENT 1~,bl1fj />, (,{-,': ~\i!i;~. (f' ',:\ ! !
OR 8504, PAGE 2)170 i, ,/ v~;' 3' UTILITY EASEMENT ~\~~!,%:..~ 1.: \, \ \ ; :
(TO BE V ACA TED t. I;l; (,2', (/{," ,~,~{'/'" ,," vf'!' ~ ,:.",:~.' /~", ,,;,1 (TO BE V ACA TED) 'L~,'Yf\' .\"~ \ \ \ i i
i :', / ~ ----r T// ----r; '.~__ '~'~': ,,,~'. -r- /-/ \ Ii)! i;o" I j !> , I
/~ I.IJ", / / / \ '}:':::'. I ,,\) \ \
/ / / / / L2 'F'<;/:;/ / 7/. "/ ",~,~ I' . i ,!! ,t' , ,
~PfiE1P'/////~ jY;?'~-/'?>?/~'// /// ~ ., . II ::
,,'- r/1/ '/;'://///// //,,;r:>. ~/ //~ ,,} ~i;; c \:
, ( / ~o,,;/,I / / / / / / // / / / . ,~, / / / ~ '~ ' I I .
C~:Y, ~:~~~~?////< ~;>~~;/1 i!~ if <C ii I:
'. r / ::~ .';. X'/ ft?~.~pr,1~ // / /. r~ ~ I!~.I :: 0 ::::
/~' (/ /~3':' d / / / / / / /~ // / .~ 3'/ //1 rl:::;:~ ii a:: ~II::
/' / ~~~ // // J/N fY / /~Y{/ / / ~ :!<'I; II a'l II
I/~.o 'Jy /// ~///// \,-/~) ~:'<;'I II ~ ~ II
1/ ciAK~. / / // / // //0" ,;t~Jfd- " ;,;I~ ~ i i~ ... ~ i i~
~ ~:,~~, ~~ ,y L ~ ~ / / /JU!1I;g~:/ /I ~~~~ //)"J ,; , vt: I:~ ~ ~ ::~ I- ~ " Ji Ii
y / ,/'/ 7. ~+f;' // / (SEE~O}E 1)' / / ~ <:: / / tF,~ t 00 i i8 0 ~ I I ' !U
1/ / / / ~~// / ~Qt.I;.(~/ / // /. ~,I)L 'i8~1'';'::N ~JI z !!"
/ /. ,,;." ,,'~ // / / / / / / / / 1/ t '/ ) SEE NOlE 1 I : cil In : I ~ ~ ~ : I ~ ; I
v{ , ~! ~"
1/ / / / / / r / fi> / / / / .' / ~ ;l ji' Z I ~: V> II
1/ // / / / ~~,,~ 8 M~// / // / V";"/(/~d /J W ~~I:I' ~ "
r / / / / /" / / / / )'~ /' I I
PALM TREES v / / / ~~y ;:.'s <'.K ~'/ / / / v.,'. / 'I 6 I I ~ I!
('1'0 BE REMqyED)y / '/y/ / / /,#,:' ,," . // // ~ '/ / (/ / ",.!...J :' I! : :
\/ / / / / / v.,")' /. /// / ~~rK' ~'" v> ".;!;( ...J ~ II' II' i i
/ . / .;/ / / ;y'\ h, i I I
V / / / ~ ~\;)' < / / / / fJ/ / /. \ ,,'; ~.,'< I' I I !::J 2 ~ i ! !
o BE REMOVED ~ / / / / / -;.\. / / / / ~ / ( . )')' '. ~L~""^~' ,"" : I ~ j: : :
.,., .,,' TREE,BARRICADE5rYP)I//;~.~", ~?,;~///.j~)~//7~,~,~,,,~""'il:; ! ~ Ii::
, CONTRACTOR TO EXCAVATE'~;~I~" Y / / ~' / (~"i'~r ,.'" / / / / / / / / v;/ / ,," ~ '1 r;. ; : l ~ i i
BELOW EXISTING ORGA,~IC MA~/" ,'1.K' / / / // / / / /// / /I i' ~ ':.1 I::E ; II
REFER TO GEOTECH REPORT. / // 31 : / / / / /[)V / / / / / // / ~ ", I' ~'. :=~,1, ' : i !: i i
, ~/ / / . ~}::1/ / ~/ / / / / / / ~ ,,'.;, f'I~::;;~:~ s::; ~HAY BALE I Ii ii
//,,'x' ,,~.," . APPROXIMAzTE LIMITS O~, ,.. \/ / / / / I ' ',; / // ~ / / / / / / / / ~ I - ^~, :! ~j, j ~, .: ~,~ EROSION CONTR~L I I I I
ORGANIC RE~OVAL v / / / ~ ' \ / / / /P 6 ~ P" / / /' "~ ~~L r I~: I~' : !! ' ,
(SEE GEOTECHINCAL 1// / /L / ~,^:ro. V / / // / / / ') I. I :: : ~: :i! LIMITS OF CURB; i i i I
REPORT PREPARED BY ~)(JST~~ '/~ES v., , ~ ../ / / / / / // / / j 'I" I'; i ~i 'm! REMOVAL ! ~: i i
TIERRA, INC. FOR __-----------'l TO 7~,~/0)P) / / / G. '~'/ / // / / / / // / / /1 I . /.;:,' I:: ! ~\~.::;t,'1 i II : :
,/1 ~ ,<, MORE INFO~~A TION) " 1/ / /' / / //. ,/ /'.2"oJl< '~/ / / / / / / / / / 1 ' ,4 I ii"., i / ,I: II~:,: ul i
:, '~~:: .> i' ~~ 38"W /~~/ / 'X/v / /// / / /////J I. ," l~i: ii I:I::L}I!
(('.y ,," ~ I, ./ / / ~ / / / / /~YK ~ / // / / / / / / '.. .... I ~' REMOVE EXISTING I\~:!~ i,t
: lm:,. "-{ //;:~~~'~~~~/(~~7 y:..,~ Jr~~~~ "',// If 'r:: CURBIN~. ~:."
,I~~ :~~~PIPE ;'; 24" CO:~-PI~~ m 10 -.~ "~ll'~~ -::- :;('\ ~ ,.' ~/ // / ~ / /1/ / / / '/ / / // / Q~~ EX )lN9' f ".,"0, ~ :.0
..,' ,t;I. ... . ...:. ..:.:, ::::.'. 0.:..--.:......:...:.-:...::......:-.:; ,~~ ,\,):' (~eE .REMOYKt>) '\ ~ ,,..' , ~ -L ~/~ L~'~ --.! L/-tI -L- LT -L L/~ .L 6 ,~
", + '...."'<"" '\ "', ,~<~'" '\ '" ""'1)' v',"
...-...-...-...-... ~'.~'~ ~,. ".. V~. ~3' ..._..._;,"'4_..._..~:--..._...G..._..._..,;,_..,;,_. '-".-"'-'"
........ .............. -iI- - ...... ,,,,.\.. "'- - -. ..... .. .... ..... ",~, -..... ""j'w.- 6 ' . ' ..::..... EXISTING SIDEWAfK ,~-" "~) </ .'
~~:~~~; W"~~ .1,~~E:~.;}"...':~;r,~W~. -~~)W~:~ST. ... - "0" .. AM"'i' ~I.'~~" .......N.,2.. W~;A. CIyO.. 8E.E...RN.EALULGM~ :~:T~~~ ~ ~r 12" ~
INV' 5131 E"" ~;f. WITH POM:R METER P WE:R S"X " .,'~ ~ ".'v ,,",," (TO BE RELOCATED)
'. :._:....-.J _l~;:t ....~ffi~ _:~tYI? .JfWo/].. wmn _~iW{i. 1Wwr; ....~ illl_.pil:!~:~ .y'M,y....,;,;;gf;' _..:P~';; ....)MN~ ..2N .1%/_ . '~~',ff~'ffiVA!'A. ,/,', " xx
.. ....... ...... .......... 4' CS/W 4' CS/W ~~C /" <"f.;" ~.'-:-- - _ _ OAK 13")0{ .
;,: ..... -:-~ ~~ ,;:..: ,,,:".;;,:;i).;V.,.."0:,;-~);,~~'i~:...i':;0;i\;;;..;~ ~,:~ ~;. <~,;!.-: ~:'i; 0;.;-' /(~:};:rt -;, :;,! ~,..~ -Ii. '- '- __~j ;- .~1(,
- .....~..... ;m"""'I~'~~~ ~ UTI~~;"'~~~EMENT - _.. ....... ...... ...... ....... ,.... ..... ..- - - ...... ...... ........ ...... .....m.. - - :'~/:)I",,:;*/ r ,\~)'.:~tXISTING PALMS (TYf') ': ~ ";r..,,,
15 DRA ,,_ _ _ _ _ _ _~_,,"-lJlI~...o" ISAN- _ _ _ '-,...:.......... ....... ....(TQ.'...O'C!....~EL.OCA..T~'..'..:........ ...... ...... ....... ...... ...... ... .
t... ...... m""''' ''''' ..,.. ...... ...... ....10 SAN..", ....... ...... ....... ..- - - - ~-' r! /t:r) . ',,[lU:.. " r..t.fj~r
- - - - - ---:It -, - - --..,,.....- - ~ - - - -,' -
LIMITS OF DEMOLITION I. I LJ7"X7" BURIED,! "', ' LOT 1 ;::: ,:; "
S. R/W LINE PER I!I ! UTILITY BOX 'I . " THE VININGS AT COUNTRYSID'!' ,.. "
PLAT BOOK 103, EROSION CONTROL .iI .* ;,,' ~ .:/'\' ,? " pLAT BOOK 103, PAGES 2 . 3 ~~"
PAGES 2 & 3 (:v1.I",.:,)..'If'," I/" '" ' "~) ,i%' ELECTRIC
'f:.,i,\,l),;~',.:~j~.,/ /~ 'It ,r:';~! 6''''~~1;7~ ,;~~: "
,J,,9~~ -s-~ ") -\ <,. v,, / .: ~ /// \ .' ,,::~ ;:~ ih, ~f~';, "
, _0<<:-" ~ os> ~'v g /.''j 5 ~~ .",'>,', "~':"3;'X 3"METAiMtETAL P(~LEvS' , ':
:0' v ..?y" ~ ~ , ' 'c tJ! ~ ~Q\~;i; -,'::" POLES WITH '<<i.,,':,,;.. " <, ,;.;;~'
0" C,O G~0 .,', ':'.~') ,/ " ,; ,{! f (,'.':!-' i5! "o,~, :.., g (,," METAL BOX\, -;',i~ :;~~~/}~'j ,;-;'
v ~ q ~ ... . -\,,, <) -} '.,:'/,p "7 'r,::" ~ ,;;Y.",,!? ,..~'): METAL POLE /~ '>-, ';~;sJf', ~
~~G0 ,()"). \ ,cf;- "1 ") ~0'v {;.l'~~:';> ,,\\';;, :;'~r.1"=' .: o:;-f'::'<~~/~~~:<::~, ;;~ /.~,,} '. ,:.:;,~<t!j: :~/r~~// ELECTRIC
,,-<--~ ~:oo*' ,'~:':'~r:, I ,,>':)~)ii I/~,:q (.:\):)~\ \,:.! "'~P fi '~ ,:,,(',.m~i" -.' "-"'~:~",..~8"{::: ,<~,/~;~i"-":~;~'?\ BOX
~ Ii" fA j /",." \..,' '\. ,"V ,,/...., 11 ',,';' 'y' ~Cf.,:' " GATE REMOTE
ov' .......... ' ",'" '" /!) \ : , I' ,.)' ' " 0 'j -1S'"o' ELECTRIC 2"X2" METAL POLE
q '::E I /., ;;) n .~~;.. /1 ,'(~, ," ,;". /.., ~-,/ Jj ,)'J' ;Y BOX
;; I I ,.,'"". ".;; " />! !', /", ( " " -1<;-
I 1-.-" ,/~ '~': ;}." "^ "",.",." ,,'," l'
.. -......-..... "'- ..... .-. ...... -.. .m.. _.. .J.~~..: "i of....:.' -(~;~~:. {I (i : . ; 1 'i ((~~: ~~" "C ";:;.'Z'i""::<~ <i
v ,\, i I 1"1 '~J" >/I;:...~ ",
, : " '1/ ' : , /:,
I h, ". -:",
1 i I ';.>":-. ""A
, <] , L\ 1'):,,/ 7)i- ." \ '"
"j, " <.y 'I' /,'
")"!~t tJ/' ~,')\'
( () / 'V . I if' ,
Q!f-..
; [ ,
: J. "
, 'I~' p- .>~? '.~
l! ,;-' "'-
lY
/,..~
~:' /, ~.,l(:
HAY BALE
EROSION CONTROL
'. :::"
, ,'~
, ,
-L~
!
i i
! !
"
,
i i
i !
r !
"
"
i i
I I
I I
I j
! !
,to ..
, ,
i i
II
i i
-\,-\ 0
~~ O~ <0~
cP << GS
~0 -\,<v0- ~<v~
~V ~~-\,-\
()~ ~~ ~0-
'\ -\,() cJ
0~~
, ,
i r
i i
I !
,.
()\
i i
",
'.
//~~"l."
~,
"
....-.)
:.....
/.1,
"
/'. .:
':> '
II
<^, '
~.'
(..,
........;-..
'(.,
... ) ~ .
,.(~
~ )'
','
'.'>
tx
l>
"
, , '
.,
"
<.-::
~ 10'"OAK
EXISTING POWER POLE,
OVERHEAD LINES AND
GUY WIRES.
(TO BE REMOV~D)
........
-p
,~ t
~
BAMBOO CLUSTER
(TO BE REMOVED)
,~
'"
, '
v ~ '
...";,,
,...., 1:>:.
(j:/.; " " :'
.' 3' UTILITY EASEMENT
(TO E3E VACATED)
<:~):
~ ;~
VI ~;'
It)
>-
I~ ,5
:I: "
, .
........
a..
~..
.. I'
00
o.
'0
~I'
NN
,~.,
I
o
<
o
10:::
en
LaJ
z
<
:I:
~
~
-\,,,~
~~
0<0
0-~
I
,....", LaJ ~~:~~
~ tW
LaJ ~ ..,~~, >\;',k
. . f.".\
.0: I
tt)N,J
~81'Jt
b . :f:~W
oz: ,)
,~ .1"
o. ~
["'ii'j~:: L(.~~'
tf
" '
'>~ '
I .",~
MJ*
,
~/77/~n:~
ONE STORY MASONRY 1
#3080 .
(TO BE REMOVED) ~
LL/~. /.LL /..L1
::::c/c::::::::::
U!f'jE
POINT OF BEGINNING
ALLEN AVE. R/W
,,(
~~.,
t
20' DIRT ROAD
(TO REMAIN)
STORM MH
RIM: 54.24
INV: 47.84 W
INV: 47.99 N
INV:46.16 SE
EAST WEST CENTERLINE SECTION 28-28-10.'<
SBM
EL: 57.69
SANITARY MH
RIM: 53.63
EXISTING OVERHEAD
POWER LINE TO REM IN
EXISTING GUY WIRE
TO BE RELOCATED
~
I ,:"\;>;~,f;":;')"'\
, /,." ";!..', "I
' " /.",..:
:' : j .....l!
1.5' C~NC ~O~UMN "".. T~' .t.;.:,~ ("
", . SIDEWALK EASEMENT;--rl ~L~r~m..m "'i' I
EX. L1G.14t~~PGt.ES &~~T~,~.F~~~G~~~I i I :Ii I
ELC"<~TR'IC IbOX TO (UNLESS NOTED i i~ I
,~k" W /, OTHERWISE)! i ' li~
"j1;3.g RELOC" TED (Tl'f};f:::: __; ,~... j..... ...... ,)c
<)~, <>)~'\~\}~\~? \\ ";' 1'l~::~;71 i II
"~n"/!t", ", ''\ I:, \' ,I 25' SANITARY SEWER
/r.:~, ~()" \\ \\ t/.) ~~~~Mf~;80R 5473,
,;' Ii ," :-.jj~ I: ;1 /; Q) f5 :;
".2:' II ' ' " " i ' < j " <<i-:::. Ii
.: ""'I,v,,\ii 1/=-I0!,
i,'.l" ;>, i,..: 'Ii : Vj~ '1:::1
II .,' j: ) I, !I. -< !~
,,' , , '''*/ ' , , . . ' ().::::, i /
Ii "If.... -< - ,I I I Ii ~ Cl , ~
\i,',:; "1/ " 'i O;x:- !g::
\~,". 1(: \f ,....."" /,,~' /1 I: 0J.::. ./!if
','~ \, ..~*~ IU/1 ' ' !/ ~ !
x; "\\ , ," .1 /'-' ,'U i! '/~
, / \ '~\,,::,.._< /' '<;, ~1 ';/ // !~.
'/,1 ,;
" , ,/ 1/
Ii / :<.,'~~ ~ fj~, ~-" __ ,.'I
// "~"I -- "'j
~ ,:0 ,~l 1/ /,
)-) 1\\ ~I CONC.!!
,..''C''''' <::-.?~)
~:~:
ASPHALT
~.~.
..--' ~'......
,/ /,..,1,. ."'. \. .,~::;
( " \ ',' tx..
i .Ii I)
I I.,.." i I
r.. /.. .
~
I
'"
(~ .
/', ,:
.;.....
q~. \y.\x
~...' /
v'
~. .
'"
'.'
.,',
//(:7"... \}
"?"H ' Ii' ) ,
I'. II :/!~:
;......
i (f) i
'u;
, ,
I ,;, \
I' ~..... -.. ..
i
',',
','
, .~\
<1:
,
~3
Ii
Ii
iI
\ :';
!
q... 1
" ,
".~: !
"''..,'.J
Y
/\.
V),'
(,....
<<"
.. )G
"
6'"
" OS' "',
:---; , /
, ft". '" /
" '
" V ,.>)J
" ' ..' ",'
j
^
/
/
'...,
,
"
,
00
~c:'
"
"
<.~?)' .
"
/ '"
i'I"-'
! !
1 I
I !
1 i
i i
i j
i i
II
II
! !
i i
-.,\
I I
CD" " ;.
0::; i Y
::J I "., ..,'ox
U' -
i ,
U' ,
zi i
0, ,
ull
- I I
NI,
i i
! !
i ;
II
I !
i j
! 1
I I ,~/~.. .~..':y
, .1 (,;~~;:, /
i i
I I
j i
I I
1 i
! I
i i
I !
I
I '''/'
;!
. . :...~~)
,I "
\ i
i '
,
, \
\ '
, \
\ \
\ \
, \
\ \,
,
" '
I '
I I
, /
; ,
. I
. '
/1
! !
i ,
: I ,..:
I <I ')c/
II
II
I I
i i
I i
I I
I)
,.,
r .
/,. :
(:i'"
~.
LEGEND
SITE BOUNDARY LINE
CENTER LINE
RIGHT-OF-WAY
EROSION CONTROL
EXISTING EDGE OF PAVEMENT
EXISTING ELEVATION
MONITORING WELL
DEED
FLORIDA DEPT. OF TRANSPORTATION
TREE BARRICADE
f~ ';<
.:<.:.
".,'
+
(D)
(FDOT)
o
0' 20'
~ I
SCALE: ," = 20'
>:~~
, \
\ ,
'\ \
"..... <~~'.
,,,
"," ,
"
" '
, '
, "
,,>
....~
, v
" ,-..~_/
" .... ,J
, "-
"
40'
I
LIMITS OF ORGANICS TO BE REMOVED
PAVEMENT TO BE REMOVED
SITE DEMOLITION NOTES
1.
CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN
LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED.
CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES
PRIOR TO DEMOLITION.
ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS
TO BE DISPOSED OF IN ACCORDANCE WITH CITY OF CLEARWATER COUNTY
REQUIREMENTS.
INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY
PREPARED BY JOHN R. BEACH & ASSOCIATES, DATED 01/27/03
UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0
CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED
BY ENGINEER.
TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS
DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE
WITH CURRENT CITY OF CLEARWATER STANDARDS.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING
UTILITiES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE
BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER
AND TELEPHONE.
THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL
DURING DEMOLITION, SEE DETAIL SHEETS.
THE COt~TRACTOR SHALL LOCATE ALL EXISTING UTILITIES
PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE
DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT
ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED
TO BE' REMOVED.
THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL
TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS.
CONTRACTOR RESPONSIBLE TO REPLACE ANY AND ALL FEATURES
DISTURBED ON THE V1NINGS APARTMENTS PROPERTY, INCLUDING
BUT NOT LIMITED TO (DRIVEWAY PAVEMENT, CURBING, SODDING,
LANDSCAPING, IRRIGATION, UTILITIES, LIGHT POLES, ETC.)
EXISTING ENTRANCE TO
VINNINGS (TO BE MODIFIED)
SEE PAVING, GRADING & DRAINAGE
. PLAN, SITE PLAN, UTILITY PLAN,
;'i AND LANDSCAPf;yPLAN FOR FURTHER DETAILS)
~".
,/:, ...t~J
,/ /:: /; ~.~:1 .
<~~r
//<:.,
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
JDL LINE TABLE
L1 S 80-49'22" E
L2 S 29-51 '24" E
L3 S 0217'02" E
L4 S 22-45'56" E
L5 S 07-42'59" W
L6 S 33-05'03" E
L7 S 86-21'06" E
L8 S 0217'12" W
L9 S 37-58'01" W
L 10 N 86-30'27" W
L11 N 60-22'11" W
L 12 N 10-49'00" W
L13 N 03-09'35" E
L14 N 24-33'08" W
L15 N 62-27'58" W
L16 N 26-57'38" W
L17 N 12-49'38" E
L18 N 18-51'13" W
L19 N 2219'30" E
L20 N 4418'44" E
L21 N 85-34'07" E
28.06 '
21.06'
37.31'
21.35'
23.99'
33.54'
29.69'
62.75'
29.07'
45.71'
22.98'
40.18'
27.49'
28.89'
17.66'
29.26'
29.57'
18.64'
19.54'
15,80'
21.36'
tIlN_O
Z
a.
:)
o
a:
CJ
z
c(
CJ
o
::r:
w
::r:
I-
w
>
c(
en
ww
O..J
-a:
LLc(
LL::r:
00
Ci!~
Qo
CJa:
a:::r:
:)1-
~O
..JO
c(m
Qz
Ow
w..J
:IE..J
:)
:IE
()
:IE
+I
o
Q)
'--' Q)
0-
rtj::
c
J!
-
J!
a
Q
......
o
g ~ ",
I" 0 ~
"It :c ......
~ (/) ~
N (/) I'
0<(0
.
o
z
-
~ CD
'0 0 .!
... U 0
CL en c
N
-I
~
wNW
<( -I <(
-I lD -I
o
o
.........
"
c: CD
m ~ c:
'(;j CD ~
CD .c ~
c 0 C
o
I'z
co.
......1'
~a:
~ It
01
.S
~
a:
~
a
....
5
e
S
.~
15
&
:0:;
~
~
S
~
-
01
.S:
I
.S
01
15
~
t5
ONao
OON
.co"
1')0)
~I')...
::ION
(J)'ON
.i: .
";01')
lG:iij
... .
+lax
(J) 0.<
goE.....
s.~
~ ~
i 0
o
~ :..
N
N N
o .
... I')
...
ao
IL
:J
Q
a:
t!I
.
0)
N
...
dl
I')
o 10
OO)~
I')ION
ul:;"
~I'))(
aJo<
'0.....
~r~ 10
aG:o
- 10
a.. ..: I')
~ u .
-.;: +I ...
001')
a..~~
00"
ao..!N
I')U"
z
c(
..J
a.
Z
o
-
I-
-
..J
o
~
W
o
+I
Q) Q)
Q)-
~j::
Sheet No.
C-4
~
I=::
~
~
is
.
)..
~
~~
~~~
.-:a:iiil
~
~ItS'CS
~;~
~~01
~~jI)
~~~
~9~
X57.90
1--
j
I
'0'0
~.
~
I")
/
io
....
~~
~
FlR/C
~'O~ #2984
~7-OHc-
--------
tJ~
~~
9>f}
"
rvX
9>'
"
(;)X
9>'
'::l
'OX
~.
~
'Ox
~.
~
6' UllUTY EASEMENT
OR 8504, PAGE 2170
"X
9>'
':l
CbX
~.
~
'OX
~.
"
X
:\'Y
LOT 5 ~
LOT 3
LOT 4
d
<0
CbX
~.
~
~<9
X~
X
~
~.
'::l
~X
~.
'::l
010"OAK
Q.d
::-'K
gC\/
~
N~
Q:'t
........-
I./,:'t
-0
~f'.J
'0
~O
g~ 0
z
8.6'
00AK 14"
o 9r!!g
~~
8.0'
(;)
20" ~'O'
~ 20"
7"OA~
'OX
~.
'::l
"X
~.
'::l
\WaL
OAK 38"
"X
:\.
~
",X
~.
'::l
"'x
~.
'::l
LOT 16
9>~
':l
LOT 15
14
X
:\<9
~
LOT
7.9'
(;)X
4-ffi' 0 4"OAK
4"OAK
o
"x
:\.
~
x
~
~.
'::l
rvX
~.
'::l
PINE 25"
:\'Y
~
X
IJt.X
~.
'::l
POINT OF BEGINNING
ALLEN AVE. R/W
7.7'
;,.
N
'"
"'X
9>'
':l
00AK 30 I
q 1
L-L__ .
4? 4-":-
:\~
~
*-
SW CORNER
BLOCK 4 ...
.
-X-
9>':-
"
~X
:\.
~
1./
024"OAK
x
:\~
"
-
~'O
'o-q
o \()
f'l t") 4-X
g 24':' ~O~~ ~I~E_ _ _ ~4:" 2.0!:!C. PIPE
zC_______ --------_L
CNS
:\":-
"
SBM
EL: 53.63
SANITARY MH
RIM: 57.69
INV: 51.41 W
INV: 51.31 E
~( - gJ(
~~ ~~
'::l '::l !:)
~"?
'::l
'iCHARLES
24" ASPHALT PAVEMENT
2' CONC CURB
St.t. BELOW RIGHT
-?S-
,," ,,(;) cJ
~~. (;)Cb ~~. : ~
....... (.)
W I~
AVENUE
57.67'(0)
'oCb
1Jt..
':l
6-
CURB t._-
INLET
~~
'::l
- - - - - - - - - - --oHC--
S 8936'56" E(P)(F) 297.67'
~f} ~"::
'::l '::l
~TE--;OST /'
~~
'::l
~9
'::l
tJ~
'::l
STORM MH
RIM:55.01
INV: 52.11 N
BOTTOM: 49.71 "
tJ.
X'::l
TWIN 6" 4"OAK
o
"x
~.
'::l
~~t
1Jt.'>
':l
4.0
I tJ~
l'::l
I
I
I
1 I
.i! .l
'::l III '::l
tJ~v I
'::l or I
If
LOT 8
S 89"37'09" E
tJ~
'::l
10"OAK 0
x
tJi}
'::l
CbX
tJ.
'::l
<oX
tJ.
'::l
CbX
tJ.
'::l
..,X
~.
'::l
I
I
J
"". 1
1
06" OAK
0PINE 16"
~~
Xftj
,X
~.
'::l
>l:
tJ~1
'::l
..,X
tJ.
'::l
IJt.~X
':l
12"OAK
1Jt.<9
':l
4"4"TREE0<
(;)
~1Jt.'O~K 4"
OAK 3"
OAK 4"
WEST 75.00'
b-,X
~.
'::l
LOT 6
B
L
o
C
K
rvX
~.
"
I
I
~~r
LOT 9
o"X
1Jt..
':l
x
~.DL
SEE NOTE 1
X
- - X
1Jt.~
':l
x
tJ~1
'::l I
I
\
\
\
"X \
~". .~
,,"j \
\
\
(;)X "
~. ,
~
LOT 10
(;)x
~.
'::l
x
1Jt.i}
':l
'Ox
~.
~
x
~~
':l
1
,,>t:
~.
'::l
(;)x
~.
'::l
~x
tJ.
'::l
x
1Jt.9
':l
LOT
LOT 12
13
~~r
"'x
~.
'::l
'OX
~.
'::l
P 0 N D
J
~'O' 1
I
tJ':-
'::l
X
LOT 11
~X
~.
'::l
,x
tJ.
'::l
O 36"OAK 08"MAPLE
010
tJ ",jWITNESS CORNER
_ ~ . F~/~ 1~2" _ _
315.20' " ...':\
q.' q'
POINT OF BEGINNING
POR110N OF LOTS 6-11
--1
'b~
'::l
S ~~i;27" E
616.65'(0)
)(~ - -
~9
ftj
~~
'::l .
10
.-
S 89'37'09" E
in
....
014"PINE
X
SANITARY MH
RIM: 55.53
INV: 48.03
1Jt.~
~
X~'O'
LLEN ~~A VENUE
'::l
N 8937'27" W(F)~'O~ 315.23'
N 89"36'56" W(P)
30' RIGHT-OF-WAY
(TO BE VACATED)
20' DIRT ROAD " A
~.
'::l
EAST-WEST CENTERUNE SECl10N 28-28-16
~'Y ~~ ~~ tJ<9
'::l '::l '::l '::l
OAK 28" r$i)OAK 12"
o "
OAK 12" 00AK 12 8
00AK 14"14" ~ *12"c
56.89~ ~ c~
().
12"*
o OAK 28"
o
~ 0 00AK 13"
AK 11"
OAK 13"
OAK
o OAK 7"6"
o 00AK 14"
8" OAK 7" S. R/W LINE PER
PLAT BOOK 103,
PAGES 2 & 3
4' CS/W
OAK 14"
8
c5
'01")
9>'
X"
CONC. POST
VlllH POWER ~ElER
LOT 1
THE V1NINGS AT COUNTRYSIDE
PLAT BOOK 103, PAGES 2 AND 3
ASPHALT
<:t
<:t
N
co
~X
:\y
"
~(;)
~.
~
X
~(;)
~.
" !:)
:\9
"
5
to
~
~
3=
UJ
z
..:..:
UJ
Cl::
N
v
,..:
IO~
........
~
,,'0
:\.
~
,,'0
:\.
~
Cb'
:\.
"
'0"
:\.
"
<.:l
3=
o
ci
~
~ GENERAL LEGEND:
CD SIR/C - SET IRON ROD & CAP No. 2984, F1R/C - FOUND IRON ROD & CAP, F1P - FOUND IRON PIPE, FPP - FOUND PINCHED PIPE, R/W - RIGHT OF WAY
.- FCM - FOUND CONCRElE MONUNENT, SN&O - SET NAIL AND DISK. FN&D - FOUND NAIL AND DISK, PCP - PER~ANENT CONTROL POINT, (P) - PLAT DATA
r::::. PRN - PERMANENT REFERENCE NONUMENT, PKNc!cD - PARKER KALON NAIL AND DISK, (D) - DEED DATA, (F) - FIELD DATA, (C) - CALCULAlED DATA
.... PROP. - PROPOSED, COV. - COVERED, ESt.l'T - EASENENT, F /C - FENCE CORNER, CLf' - CHAIN LINK FENCE, wjr - WOOD FENCE. , - CENlERUNE
CONC. - CONCRETE, C;a - CONCRElE BLOCK. CIS - CONCRElE SLAB, A/C - AIR CONDIllONER. E/P - EDGE OF PAVENENT. LFE - LOWEST FLOOR ELEVATION
PB - PLAT BOOK, OR - OFFICIAL RECORD BOOK, C/C - COVERED CONCRElE, MAS - NASONRY STRUCTURE, B/C - ~CK Of' CURB, B/T - BUILDING liE
CS/W - CONCRETE SIDEWALK. OHC - OVERHEAD CABLE, PL - PLANlER, SSM - SllE BENCHNARK, EL - ELEVAllON, 0 rOAK - TREE VlllH SIZE & TYPE,
X - WA lER VAL VE,I- - GUY & ANCHOR. 11 - UllUTY POLE, H - UGHT POLE, l:J. - SIGN. *t" - PALM TREE, CNS - ORNER NOT SET OR FOUND
*- LANDSCAPE UGHTS, SYC - SYCAMORE TREE, iZli- WAlER MElER
,,OJ
:\.
"
,
!:) II
~~~~\\
0:\1
a('>ll I
9""\1
II
~l1.-
~.
'::l
0P1NE 15"
00AK 13"
tJ
Q)
rI::
Cb(;) Cbrv !i
~. ~o' ~
;
~;
$'Q
. ;;!!
.t{~
...,.
!ll 'OCb
~.
'::l '0'0
~.
'::l
,,'0
~.
'::l
-1~
~-1< )'
~
~~ ~
" ~'O' GAlE REMOlE
ELECTRIC 2"X2" NETAL POLE
BOX
~v
/(
()
/1f
(}
ELECTRIC
BOX
~~
':l
~ ~
:J e
~'
0: T
3i I
I
I
q.~ I
I
I
I
I
~
U)
(.)
00
Cb(;)
q.'
....:
~
C\/
'OX ~
q.'
en 0
t") t")
..t ..t
10 10
~
~
~
CO
0::
::>
(.)
"Cb
,,~.
I
I
I
u
~':\'O?
':l
TR.AFFlC
.r~
~ 55.8
>-
ll:
~
<
:Ii
1./
Z
::J
I~
10::
~
,,'0
~.
~
'Ox
~y
'::l
25' SANITARY SEWER
EASEMENT OR 5473,
PAGE 1388
STORM MH
RIM: 55.22
INV: 48.92 S
INV: 48.98 W
INV: 48.97 N
WALK: 8.0'E
CURB: 16.0'E
q.
~.
':l
45.00'
CO
0::
::>
(.)
(.)
~
(.)
c...
45.00'
45.00'
--l
--I
o
z
a
lD
j!:
-i~
"
--J
_J-
STORM MH
RIM: 54.24
INV: 47.84 W
INV: 47.99 N
INV: 46.16 SE
'1./
I~
...I
~
o
...I
...I
<(
I~
I~
f:.l
z
:5
SBM -~-
EL: 57.69 I
SANITARY MH
RIM: 53.63
~'o
~.
~
U)
1./
Z
:5
o
z
lXl
0::
:::>
(.)
100.00' (.)
I ~
I
I
I
I
I
I
I
I
rvl
~'O. I
I
I
I
,
l-
I
I
,
X~
,,'0' I
I
I
I
I
I
9>~1
':l I
I
,
I
I
I
,
I
I :\~
I "
0.7' X X X X
I BAMBOO CLUSTER " OJ "-~
4- . "". ~v
X
~"x 3' UllUTY ESt,t'T.
~ 4-OHC - - ~. - -=- - -= - - >==ti X - 3-;-UllUTY ESt,t'T - >E-
"~PTNET5"'----0rcl';u~--- ------;"7;-4...;~"ELM- ---~':\ -----L~~'Y------..:..-~4..Q--
~ '::l '::l
SYC
~ l- 'Jb~7.88~K 12" (!rOAK 12'OHO. . OAK 12' 00AK 12" .
15' DRAINAGE & Ul1UTY EASEMENT~ :\ 'Y(;) 2" *
- - - - - -- - - - - --- --- - - - - - -- -~- - - - - - -- - -- - --- - - - - - - - - -"- - - - -"- ---
"-
"-
x -'--.--.--
C) XI
t-.". (;)
OJ ,,'" I
I
I
(;)Xj
"". I
I
I
I
I
I
I
I
I
f
I
I
/
. '0
X / t-...,. X
'!l / 'J
,,(;)'/ FIR/C 1/2"
25.OQ'.fO) #2984
WALK: 4.9 E
- - - eDJm: 1t::r
-30-RCP --
~~
'::l
~t-V ~.(;)
t-cJ? ~t--( ~'(,C:,
~~<<-~0 ,,"
<:) ~~ ~ ,,'0'
~l I ':l
I ,,'OJ
i , I
~12 56.6 I 14"
~ 10" Cj"- "
~ (;) :\. ~
"rrt:; :\;. f' I I \
*l~__-A -----*_____" --i-r'l- ____ "-:.,
". , I, ,
'0'" -A\ 4 I 1.5 CONC COW
~. ~- 12" ~ I I
'::l "-~ I I ~'
(;iJ" I I -
I' I'
vci'v' SANITARY MH I l 12'4
, I '('\:; '0'0
()'5 RIM: 56.39 112"~'
I ~ '::l*
~ 14" I ~
~'? ,,'0 * : 12"
'::l :\. ^ IJt. I
~ "" I I I
1.5' CONC COl.U~N
I I I
7' SIDEWALK EASEMENT f--1-I
7 METAL FRAMINGW-' I
.40 W1lH 1.3' COLUNNSI I
(UNLESS NOlED I I I
:'\ OlHERWlSE) I I i
9J'Y i I I
~ I I'
I
j!:
:::>
~
I")
,
"to
tJ.
'::l
~
tJ.
'::l
lXl
0:::
a
cJ
Z
o
(.)
N
1./
:::>
z
~
<(
~
<(
o
z
:::>
o
lXl
~
en
<
1./
0:::
e
1./
z
<(
...I
Z
0::
i2
Cb'"
~.
':l
~~
v-
100
1./
::I
en
U)
<(
0:::
<.:l
~ ,,~
q<' ,,~.
z
<(
o
1./
::I
U)
U)
<(
0::
C)
50'
~
~
<:)
Q:
lXl
0::
::>
(.)
(.)
~
o
~
.....
::t ~
InJ
...... ~
<:) I't)
<:) ~
0)1:>...
~
...
<:: ::t
l.u ' ,
-...J C
-...J 6
;::),Q::
~ t3
(.) ~
"'C
~ I~
t
N
o
.-
-I
-~co
~.
':l
~
I~
~
....
~
Z
I~
::J
W
~"
bo'
':l
lD
0:::
a
~
bo'
':l
(.)
z
o
(.)
N
~'
~c.
(;)" v~
q.'o~
<(V
t
f:3
z
:5
","
~.
"
o
z
B
lD
j!:
0::
o
Z
I")
r6>
~.
~
SECnON(S)
28
TOWNSHIP 28 SOUTH, RANGE J.L EAST
PINELLAS COUNTY, FLORIDA
THIS SURVEY IS SUBJECT TO ANY FACTS
THAT MAY BE DISCLOSED BY A FULL AND
ACCURATE l1TLE SEARCH, ALSO SUBJECT
TO SETBACKS, EASEMENTS AND RESTRIC110NS
OF RECORD.
UNDERGROUND FOOTER, OR STEM WALL NOT
LOCATED OR SHOWN, UNDERGROUND Ul1L1l1ES
NOT LOCATED OR SHOWN.
BEARINGS BASED ON THE SOUTH RIGHT-
OF-WAY LINE OF CHARLES AVENUE, BEING
S 89"36'56" E.
NOTES:
1. TOP OF BANK - LIMITS OF SOUn-tWEST FLORIDA WATER
..,ANAGEMENT DISTRICT OTHER SURFACE WATER (TOB -
Limits of SWFWMD OSW) AS FIELD REVIEWED BY PAT
FRANZ. SWFWMD ON 6/25/03.
1" = 20'
20
o
20
FEET
- -
- -
SCALE
IN
SEE ABOVE LEFT
CURB INLET
5"CLA Y
r------
(;)Cb (;)'0
~~. ~"'16"
CONC,
--::$-
--
STORM MH
l RIM: 55.32
INV: 52.17
SANITARY MH
RIM: 55.10
INV: 52.50 S
INV: 52.55 W
'0'" '0'"
q.' q'
I)-
':5
-L(.)
-
10
~~
SSM
FN&D
CHARLES
A V E N U E
DESCRIPllON:
LOTS 4 lHROUGH 7, TOGElHER WllH LOTS 12 lHROUGH 15, 8LOCK 4, ACKER'S SUB-DIV1S10N, ACCORDING TO
lHE PLAT lHEREOF AS RECORDED IN PLAT BOOK 30. PAGE 91, Of' lHE PUBUC RECORDS OF PINELLAS COUNTY.
FLORIDA;
TOGElHER WITH:
lHE WEST 75 FEET OF LOTS 9, 10 AND 11, TOGElHER VlllH A PORTION OF lHE WEST 75 FEET Of" LOT 8. BLOCK
4. ACKER'S sue-OIVtSIO/oI. ,JCCOROlN(1 TO ~L"T lHEREOF". AS REC)ROED IN Pl.AT BOOK 30, PAt~E 91 01- lHE
PUBUC RECORDS OF PINELLAS COiJN',"Y, FLORIDA, IN SECTION 28. TOWNSHIP 28 SOUlH, RANGE 1i EAST,
PINELLAS COUNTY, SAID PARCEL BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUlHWE~T CORNER OF SAID
BLOCK 4. RUN SOUlH 89 DEGREES 37'09" EAST ALONG lHE SOUlH UNE OF SAID BLOCK 4, FOR A DISTANCE OF
616,65 FEET TO lHE SOUlHWEST CORNER Of' SAID LOT 11, FOR POINT OF BEGINNING; lHENCE NORlH 00 DEGREES
17'43" EAST ALONG lHE WEST UNE OF SAID LOTS 11, 10, 9 AND 8 FOR A DISTANCE OF 240.00 FEET TO THE
NORlHWEST CORNER OF SAID LOT 8; lHENCE SOUTH 89 DEGREES 37'09" EAST, ALONG lHE NORlH UNE OF SAID
LOT 8, F'OR A DISTANCE OF 57.67 FEET; lHENCE SOUlH 30 DEGREES 40'22" EAST FOR A DISTANCE OF 33.67
FEET TO A POINT OF INlERSECllON WllH lHE EAST UNE OF lHE WEST 75 FEET OF' SAID LOT 8; lHENCE SOUTH
00 DEGREES 17'43" WEST ALONG lHE EAST UNE OF SAID WEST 75 FEET OF LOTS 8, 9, 10 AND 11, FOR A
DISTANCE OF 211.15 FEET TO A POINT OF INlERSECllON WllH THE SOUlH UNE OF SAID LOT 11; lHENCE NORTH
89 DEGREES 27'09" WEST ALONG SAID SOUlH UNE FOR A DISTANCE Of' 75.00 FEET TO THE POINT OF
BEGINNING.
TOGElHER VlllH:
A PORTION OF lHE 30 FOOT WIDE RlGHT-Of'-WAY FOR ALLEN AVENUE, AS SHOWN ON lHE PLAT OF ACKER'S
SUB-DIVISION, AS RECORDED IN PLAT BOOK 30, PAGE 91 OF lHE PUBUC RECORDS OF PINELLAS COUNTY,
FLORIDA, BEING NORE P ARllCULARL Y DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUlHWEST CORNER OF LOT 15, BLOCK 4, SAID PLAT OF ACKER'S SUB-DIVISION, lHENCE lHE
FOLLOWING FOUR (4) COURSES: 1) S 89'37'27"E. ALONG THE NORlHERLY RIGHT-OF-WAY UNE OF ALLEN AVENUE.
315.20 FEET; 2) S 0017'43" W. ALONG lHE WESlERLY RlGHT-Of'-WAY UNE OF Mc~ULLEN BOOlH ROAD, (AS NOW
EXISllNG). 30.00 FEET; (3) N 89'37'27" W ALONG THE EAST-WEST CENlERLINE OF SECllON 28, TOWNSHIP 28
SOUlH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, 315.23 FEET; (4) N 00'20'41" E, ALONG lHE SOUlHERLY
PROJECllON OF lHE WEST BOUNDARY OF SAID LOT 15, 30.00 FEET TO THE POINT OF' BEGINNING.
CONTAINS 0.217 ACRES. NORE OR LESS.
SURVEYOR'S CERllFlCA lE
lHlS IS TO CERTIFY TO lHE HOGAN GROUP. HILL. WARD AND HENDERSON, P.A., ROBERT HUPP, ALLEN MCMULLEN,
NCFARLAND, GOULD, LYONS, SULLIVAN & HOGAN. P.A. AND ATTORNEYS' llTlE INSURANCE FUND, INC. THAT:
(A) lHlS MAP OF PLAT Of' SURVEY ("SURVEY') IS AN "AS BUILT" ON lHE GROUND SURVEY OF THE PROPERTY
OEPICTED HEREON ("PROPERTY") NADE ON JANUARY 14,2003. BY ~E OR OIRECTl Y UNDER NY SUPER'v1S1ON IN
ACCORDANCE VlllH LOCAL PROFESSIONAL PRACllCES.
(B) lHE SURVEY ~EETS lHE MINI~UN lECHNICAL STANDARDS FOR SURVEY IN lHE STAlE
OF FLORIDA AS SET FORlH BY lHE FLORIDA BOARD OF LAND SURVEYORS IN CHAPlER 61617-6 FLORIDA
ADNINISTRAllVE CODE., PURSUANT TO SECllON 472.027 FLORIDA STATUlES.
(C) lHE SURVEY AND lHE INFORMATION, DETAILS, COURSES AND DISTANCES SHOI'fN THEREON ARE TRUE. CORRECT
AND ACCURATE.
(D) ALL RECORDED EASEMENTS AND OlHER EXCEPllONS AS NOlED IN ATTORNEYS' llTlE INSURANCE FUND, INC,'S
TITlE COM~IThfENT NO. Cf'-956801 HAVE BEEN, CORRECTlY PLATTED ON lHE SURVEY.
(E) EXCEPT AS SHOWN ON lHE SURVEY MAP. lHERE ARE NO DISCREPANCIES BETWEEN lHE BOUNDARY UNES OF lHE
PROPERTY AS SHOWN ON lHE SURVEY MAP AND AS DESCRIBED IN lHE LEGAL DESCRIPllON OF RECORD.
(F) EXCEPT AS SHOWN ON THE SURVEY MAP, lHE BOUNDARY UNES OF lHE PROPERTY ARE CONllGUOUS WllH lHE
S6uNDARY UNES OF INCLUDED ADJOINING PARCELS, ROADS, HIGHWAYS, STREETS OR ALLEYS AS DESCRIBED IN
lHEIR MOST RECENT RESPECTIVE LEGAL DESCRIPllON OF RECORD.
(G) lHE BOUNDARY UNE DIMENSIONS AS SHOI'fN ON lHE SURVEY MAP FORN A MAlHEMAllCALLY CLOSED FIGURE
WItHIN PLUS OR MINUS 0.01 FOOT.
(H) ALL MONUNENTS SHOWN HEREON ACTUALLY EXIST, AND lHE LOCATION, SIZE AND TYPE OF MAlERIAL HEREOF
ARE CORRECTlY SHOWN.
(I) EXCEPT AS SHOWN ON lHlS SURVEY. lHERE ARE NO VISIBLE ENCROACHMENTS ONTO lHE PROPERTY OR ANY
EASEMENT LOCAlED lHEREON, lHERE ARE NO VISIBLE EASEMENTS, RIGHTS OF WAY. ABANDONED ROADS. LANES. OLD
HIGHWAYS OR USES AFFECTING lHE PROPERTY AND lHERE ARE NO 'v1SIBLE DISCREPANCIES, CONFUCTS OR
SHORTAGES IN AREA OR BOUNDARY UNE CONFLICTS.
(J) THE SIZE, LOCAllON AND TYPES OF ALL I~PROVEMENTS ON lHE PROPERTY ARE SHOI'fN ON lHE SURVEY AND ALL
ARE LOCAlED WllHlN lHE BOUNDARIES OF lHE PROPERTY AND APPUCABLE BUILDING SElBACK UNES. AS SHOWN
HEREIN.
(K) lHE DISTANCE FROM lHE NEAREST INlERSECllNG STREET OR ROAD IS AS SHOWN ON lHE SURVEY.
(L) UNLESS OlHERWlSE INDICAlED. ALL ROADWAYS SHOWN ON lHE SURVEY ARE DEDlCAlED PUBLIC ROADS AND lHE
PROPERTY HAS DIRECT ACCESS THERETO.
(N) BASED ON A SURFACE INSPECllON, lHERE ARE NO VISIBLE CEIAElERIES OR BURYING GROUNDS ON THE
PROPERTY.
(N) ALL (VISIBLE) UllLITY SER'v1CES ENlER lHE PROPERTY lHROUGH ADJOINING PUBUC STREETS, EXCEPT lHE
SURVEY SHOWS tHE POINT OF ENTRY AND LOCAllON OF ANY ('v1S1BLE) unUllES WHICH PASS lHROUGH OR ARE
LOCAlED ON ADJOINING PRlVAlE LANDS.
(0) lHE SURVEY SHOWS lHE LOCAllON OF ANY ('v1S1BLE) TELEPHONE, lELEGRAPH, ELECTRIC OR OlHER POWER
LINE WIRES AND POlES ON lHE PROPERTY.
(P) lHE SURVEY SHOWS lHE LOCATION AND DIRECllON OF ALL STORN DRAINAGE SYSlEMS FOR THE COLLECllON AND
DiSpOSAL OF ALL ROOF AND SURFACE DRAINAGE AND ALL STREAMS, RIVERS. PONDS OR LAKES LOCATED ON,
BORDERING ON OR RUNNING lHROUGH THE PROPERTY.
(Q) NOT USED.
(R) lHERE ARE NO OBSERVABLE INDlCAllONS OF RECENT BUILDING CONSTRUCllON, AllERAllONS. REPAIRS OR
$1'REET OR SIDEWALK REPAIRS ON lHEPROPERTY, EXCEPT AS USlED HEREON.
~E ~R:~BER AND TYPE (S~~ttMl)llOeW,P~~ OR HAN~CAPPED) OF PARKING SPACES IS CORRECTlY SHOWN ON
(T) THE PROPERTY IS No;r'L~~AfI;;D 1~~.frJ..'fr.";".fwoo ~AIN. OR IN AN lDENllFIED "FLOOD PLAIN AREA" AS
OEFlNED BY lHE U.S. Da>AR~Qli'6F'IioJJ.!rNG~D 'UIffjAN DEVELOPMENT, PURSUANT TO lHE FLOOD DISASlER
PROlECTlON ACT Of' 1~73,'~~ENOEI),I6S~ C~D fl,Y FLOOD INSURANCE PANEL NO. 125139 0089 C, DAlEO
6/1 83, WHICH P~N~. Co.VE~THE ~RE.. A '''''WHI lHE I'JlOPERTY IS SlTUAlED. SAID MAP INDlCAlES lHAT lHE
PR ERTY I Ta:> - Ool).-ZONE"C". '.. o. -
<. .. . ~"~~ ~ :
.
40
,
~
(.)
~
o
0::
ll.
I-
Z
1./
:J
(.)
d
z
8
~
d
z
~
ti:
i
o
tr-
!
9
1./
ti:
~
)-
lD
~
~
15
~ ~
~ ~ ~
12 ~ ~
~ LJ F=
~ ~ ~
~ ~ ;i! ~
Ii Ii
12 ~ ~ ~
~ ~ ~ ~
U)
Zl'lo ~ a a
o ... "- "-
lii- GO ,.. ,.. ~
5;:: ~ " ~ <(
~o:g ~ 0 0
(j ~"
;c: C'i ~
....... h.~
tI) '-' to)
25 ~ ~
~:>:: ~ '" C\/
~ ~ ~~I
~ /:f!o~
~ ~ l)J...J ~
U "'I 0.:: ~
'"' Q ;Y
V> ~ ~ 0::'-
v;..... .~~
~ ~(fj
-Q
~ 0;(5
Q
~
~t=
Q:: +-!iI:I>-'
~ ~~
~
;)
l-
t)
-:-...
~~
;., '- ~ ~
~t3~~
~~I-
~~~~
~~~~
~~~~
::5 ~~
Q..;::~~
-Jg~~
~~
~4J~eJ
(:l~ ::r-
Cl)cj~"
~~O
~
o
Li
I")
box
N ;::. <()- CO
II N)- ::I lXl 9S
_ ::::-coo 0
.- OJ 1./
~ ~ <( ~
o <( 0:: :I:
U) 00(,)
Bi~~~
j!:UJo:::@5~
;E0:::...I1i0::-
oi2~<(~ffi
~<((3 Q.
>~lE~fi3~
~liiO<i~2
OZ~~UJtj~
_ FFU)::J<(
E
~
-
o
-
,
~
,.;
N
8
~
'0
S
~
~
S
~
J
~
o
~
~
~
~
-to
~
~
~.
ul
Igs
='~
~o
r
a- - ---- ___'h. .hh.. ..
l~~
\ .. ~
11:
~ \:
,I
~~^'~~<:) <:)'1 :Ii;:
c5=:> << G~
",0''?-:~ ~<v~ Ii
<<~o<<;-~<<<v<<;- t:
o ~~ ~II
.~
II
*:
; ". <, 1', \;"~.) i
:.
j .
1 .
Ii I,
/ r)
--,
_h~
:v
^''' "?-
~~
c} <:)
<<;-<0
.t......
"....,. .
Q.. :
.......... I
.. '"
00
o o'
00'
~ "'I.
NN
~LU I
LU It . .'p.
..- ,...
~~ i;/
.. f'I.
00 :
bO 1
oz.
z
REQUIRED 12'
LANDSCAPE BUFFER
Pii\jF:
.1
(J:;
.
.
.
1
LU
::::>
z "....,.
~C
< ~ hh......
zU
~~
<LU
m
~ ~ .______h.
C)........
z~
F'
en 0:::
X
LU
/ 1/..... '.' X \'. .'J.'.. ';,...p..:....>../ ~ C'/:;"Y""~' .'.;/ 0,'" /
A2'~~" ~/~_~"" /-
,.,;...," ~/ ,'(;~;":;"" R:QlJl 012' - ~'" '0';..' ",,"" 'ow,," 80' " , ..
,:: .. ......: Z'.-,;(.Z.: ..... ......:Z~;z:L~tL~.;,~~~,t1~D
~ ~. .'..~' ;'>, ~ _. . .." _" ' _", ",:?".,,_ i~ /. ',- . '. _ _ :"11',; / -:: - .. ';Y( ..".
~' DRAINAGE & UTILITY EASEMENT~ _ _ _ _ --1t :/' .'/f:.)_ _ -L::.:. ',~
:: I C-'7"X7" BURIED /, .
s, R/W LINE PE f! / UTlUTY BOX 'I
PLAT BOOK 103, i'* ,,' /'
PAGES 2 & 3 EXISTING R/W UNE AND THE ~N{~GS 1//
NORTHERN PROPERTY UNE ,> /c--~'o"~~.: .fl
i '<
/ i d
i -...J Q 4J
g I ~ ~~
Q:- lJ/ ~ ~ !?
~ ~! V. ~ :::5
,p '1 C p~
r,!,;:::'= = '-';'. t=.:::::. 0::..%.'::.\. -I ~~~
1'1 ;:~/'::' \ .' hi, / '; '?:\ ':'::':.1 ~:<>.
~H \, \, I '
!",I ; ::... \ -" " :.<~..C
/ \, !
'l"- '.'"
i /1 i',V. >. "<", <; (" , N'.
/ ' /' '" 'i!' ..:' , '..
{i 'I ' 'I" OS" '.
/ ' > I "=:-4-"
I i l'\.." "
<11 I i '1 \.,' ..... "/" "
....! , <9 u I r r</ / ,,~' Os "
, {j. / I)" --4- '
/ <0 II... ','"
/ "V >'r' , ,,'v
C' . 1,,[ i
.\
: '1>
: I
I,Y
I
I
I
~ I
Q:
: I
a.
~ I
z
j I
I
I
! ().,:;JV.
I
I
''''TI:.
I
I
I
li' i, I ,';(3
I
<
~I
w
~I
o
~I
I
(..:/
i I
1. ALL DIMENSIONS SHOWN .AJRE TO FACE OF CURB.
2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM
BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY
JOHN R. BEACH & ASSOCIATES, INC., DATED 01/27/03.
3. BUILDING AND SIDEWALK DIMENSIONS
ARE TO OUTSIDE EDGE OF FOUNDATION.
4. ALL TIES TO THE PROPERTY LINE ARE
BASED ON THE BOUNDARY & TOPOGRAPHIC
SURVEY.
5' CONCRETE CURB RAMP PER
SIDEWALK FOOT INDEX NO. 350 (TYP)
It C_HAR_LES AVENUE
2' DROP CURB 24" ASPHALT PAVEMENT
FOOT INDEX NO. 300
TIE INTO EXISTING "
CONCRETE SIDEWALK:
2' CONC CURB
"
. ~~ ~
^ ,
,
", . ~~"",:...... ""'"
....... ....... ...... ()~.!(;...... . ',"no
E(P)(F),
... - ...-... - ... - ... - ...-
LANDSCAPE AREA
I
I
I
()"U/:".i<
\ \
, ,
\ '\
\ \
15'x20' CONC
.G~NERATQJj.
PAD
RJ'
120' (SECOND STORY)
TOP OF BANK TOE OF SLOPE
EL = 56.50 EL = 52.65
, ,
i \
, /
D'~ D all/
~----/
u--
~f6
O'
;;,
O..J
a.w
~~
~al~ ~
~C)~~ ~
o en 8
li;~ ~
10
:~.
.'it) i
I .' I'
..-" .
~ .:.
:.-r~ Ii
. C"iI ~
I V II
: ,~ I!
I ~ 3t .1 I~
, , '5:'" '::J
... Iti. '-.. i i u
:,;, rn VJu.! ! u
I..jt "
": -:1.. Co 1 18
.,.. !i::! !
:r ,.' "N
'0 0
,0 p
.chen II
. .
.
,.I
r
100' BUILDING WALL
HANDICAP PARKING
SIGN (TYP)
5'
PROPOSED MEDICAL/
SURGICAL FACILITY
TWO STORY - 19,560 SF
FIRST FLOOR = 6,600 SF
SECOND FLOOR = 12,960 SF
200 LF OF RETAINING WALL
(ANCHOR WALL SYSTEM) OR
APPROVED EQUAL.
TOW = 56.50
FG = 46.50
CONlRACTOR TO PROVIDE
SEALED SHOP DRAWING DETAIL
SHOWING WALL. CAP, ETC...
I
1-jJ
! !
b
.....
in
CXl
..;
o
, 4
in
.j b -L.
_ .1
I
.
.
.
L
. '
. ,
. !
I i
. :
.
i :
.
. ,
. '
I ,
i !
i i
1 !
i i
! I
! !
! !
i I
...l()"C/\<
1 j
i i
! I
.
.
<.
~ I !.
lLI : :
51' I i
~ ~. ....i
z:: ~'
:5 .,~<.,li
i !
! !
i i
) !
i i
! !
i tJi i i
...J. I
~i I!
I. , ,~ :!
. 31..._. i :
! i
rr-"'!
[I.
,! ,
'~"'..j"
';;~.: '
............
~IL-
1/ . I
I ..-<'~. .,
,.
"
I \"
'\\
"." \i
! I I .,.... un I
1.5' C~NC COL,UMN~ J:J-
1_ L 1_\: 4;:
7' SIDEWALK EASEMENT:--ri . ,"~r~...n I
I' METAL FRAMING i I~I ',i';:
Ii WITH 1..3' COLUMN~II I liB
\', (UNLESS NOTED i . ';i I
\ \ ~~HERWISE)! + Ii:::;;
.. ,_.. un .)~
!; .,.>: .:::: .::--, ,. I
// /f
f ~ /
Ii OJ ,I;; "
"f ~ ii
ii :-J C/J i!
Vj Q fi:::J
1,1 ~ ,~
U.::) //
~ Q ,f>-
[] ?: lil
.. ~ /~
('~
(
// I
;~" t
I~..~.. I
~- ....1:,'
CONC. ./
n 1
..........,
i o:J
-rn'AFFIC .1.
SIGNAL 'I'
~",o.,X
il:
.,..
1/
>?*.~. t)
!I .
5:1
"
VJi
U'
i
f' "n
~<v ")
~q. -s:-.\J
",Q;- '?'
, ~..;;. 'l"
0'" vO ~0
V '" "<(-G
"<(- <(
<::,
_,0 ::"
~- ,C)
~" *-
. {y 00
",x..' <0
~
<(V
//
il ;
/1
/// ~. ..~:.::' :::~.:. ".::.-;. -.-.-"
,,;' " .::~: -:'3;X 3"METAL METAL POLE
Ie:;:: ~>' POLES WITH 1 _"'_"_
,.' METAL BOX\ }.; :- ::: :-':"
METAL POLE .... -;.;;"';/ ....^'
,1/.":.:1': ,.,<>< ELECTRIC
{( . ,"
':.C.';:h'.._'. .:/ BOX
GA TE REMOTE
ELECTRIC 2"X2" METAL POLE
BOX
ASPHALT
-.l..,
~'v
~"?-
^'~
~'v
~
H i
I: I
I: I
....;:_ "'-1 ".
i
If
!!
I
~!
<........ '
.""", . "i,.'
i"'" I .'
! I..---j]
\ \.
./...~...-.::.,..~.
1/ \\
I;"~ \','."
// :
I,',.
//
H
""SA:>
;y
""<. l'
(.
\\
~ i
\\
25' SANITARY SEWER
EASEMENT OR 5473,
PAGE 1388
.f/
_n.h. .h_ ....... "__ 'hu.. _n. "'.m ~... ...1.1
\!
/?'
/
I;
'>:",1;
", . j,
'I
\\ ri
\\ j ,"~" 1/
\"\\ ..:;~;:.. ': ::~~.~;
\\ I
II
/
/f
q
Jf
II
/'\
/'
f!
"
ff
/".
Ii
/
/
,
I!
i!
".
/.
f/
/ 00
q,-c:
",
1/
'/
>C.
<.::-:-
:,/'
"
"
;,
"
"
'>~,
u
// il
II I.
l/ t <I
\ //
,\ I
\'" <:~:~'
'"
,
\ \
! !
II
! !
i i
! !
, ,
j j
i I
.1 i
! !
! !
i i
) j
I
-I
~~
i i
II
! !
i i
! !
435 LF BLACK CAST ALUMINUM I I
ORNAMENTAL FENCE WITH COLUMNS I 1
EVERY 20 FEET (SEE DETAIL SHEET) I !
II
I !
i i
II
1 !
I !
i i
i !
i j
i i
j !
II
! !
i i
I 1
I 1
! !
i i
c
<C
o
a:
II
!!
i i
I J
i i
II
I I
I I
, I
II
\ !
i i
"
~II
i3! !
oi i
611
.u I I
N. .
! !
1 1
i i
! !
, 'Q]
1 I~
! IU
, i~
110
! !U
::E:
I-
o
o
a:I
"....,.
-p
I~ t
........
VJ
W
Z
<(
-l
1/
II z
I! <( j j
"7
<::.
Ii;; "
".,
0)
III
~ :
I~ ()
..
::I: :.::.'
(-..:
o
Z
::J
o
Q]
I
I-
::J
o
VJ
r<)
i IN
"
~ Ii
, ~!! ~ II
, <("
QII VJ II
...J VJ
<i ! !
<( I 1
~ I i a::
is II C? !!
Q] !!
I- ' :
~ Ii
W II
a:: . ,
2 I:
w i i
z , I
:5 ! I
, Z I.
i a:: , ,
~ i i
I I
WI.
z
W
..J
..J
:J
~
u
~
,
. I
I
c
<
o
10:::
en
LU
z
<
::I:
........
i i
I !
, .
i
I
~
II
! !
REQUIRED 15'
LANDSCAPE BUFFER
I !
! !
i i
I 1
!
CURB RAMP PER
FOOT INDEX NO. 350 (TYP)
/,
U '
(, )
\"" -.._~~. .,/" /1
..~._. d~'"
... .....
50'
TYPE -F- CURB AND GUTTER
FOOT INDEX NO. 300
6'x12' MONUMENT SIGN
COLOR AND MATERIALS
TO MATCH BUILDING.
(ARCHITECT TO PROVIDE DETAILS)
EAST WEST CENTERLINE SECTION 28-28-16
20' SITE VlSIBIL
lRlANGLE (TYP)
TYPE -F" CURB AND GUTTER
FOOT INDEX NO. 300
",
~/
,~-_. '.~.....
,./ ,....- ~~...... "\
( ! ' ~
i i ! i
! I
....,
.,',
L__
, ,
.....
., ~:,::
, <:L:
t.,""
,; (j
SITE PLAN i NOTES:
i i
I !
Q]' ,
~II
u! i
~i i
81 i
N! 1
i i
j I
. j
I i
: !
i i
II
! !
i i
! !
i i
I !
i I
i i
! !
i i
! I
i i
II
i i
i i
) j
i i
i j
I I
i i
! !
i i
i .
,
, \
\ '
, \
\ \
\
i ,
, ,I
; !
! I
. I
LEGEND
TYP
i i
TYPICAL
HANDICAP
~ADIUS
RIGHT-OF-WAY
TRAFFIC FLOW
(PAINTED MARKINGS)
HANDICAP PARKING
PROPOSED CURB
PROPERTY LINE
CENTER LINE
---- RIGHT-OF-WAY
H/C
R
R/W
-.
6.
-...-...-
i i
! I
EXISTING EDGE OF PAVEMENT
i i
0' 20' 40'
~ I J
SCALE: 1" = 20'
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
"
EXISTING CONCRETE SIDEWALK
INTERIOR LANDSCAPE AREA
! f
I i
! I
II
! !
SITE DA1"A
SI TE ADDRESS
SITE AREA
SITE AREA BEiNG DEVELOPED
ALLEN AVENUl:: VACATION
NORTH
SOUTH
GROSS SITE AREA BEING DEVELOPED
PROPOSED ZONING:
NUMBER OF DWELLING UNITS
" 1 "
1.
2.
2730 McMULLEN BOOTH ROAD
94,525 SF
19,166 SF
300 FT.
300 FT.
87,991 SF 2.02 AC
"0" OFFICE DISTRICT
2.17 AC
0.44 AC
3.
4.
5.
6.
7.
BUILDING SETBACKS:
SITE AREA (EXISTING):
PERVIOUS AREA
BUILDING AREA
DIRT ROAD AREA
POND AREA
TOTAL IMPERVIOUS AREA
FLOOR AREA RATIO
IMPERMEABLE SURFACE RATIO
SITE AREA (PROPOSED):
PAVEMENT AND CURB 47,275 SF
GROSS FLOOR AREA (1st FLOOR) 6,634 SF
SIDEWALK AREA 1,412 SF
TOTAL IMPERVIOUS AREA 55,321 SF
POND AREA 13,907 SF
PERVIOUS AREA 18,731 SF
GROSS SIT~ AREA 87,991 SF
FLOOR AREA RATIO 19,560/87,991= 0.2223
IMPERMEABLE SURFACE RATIO 55,227/87,991= 0.6287
INTERIOR LANDSCAPE AREA REQUIREMENTS:
VEHICULAR USE AREA = 47,275 SF
REQUIRED LANDSCAPE AREA = 47,275 SF x 10% = 4,727 SF
INTERIOR LANDSCAPE AREA PROVIDED = 13,254 SF OR 28.03%
~~~
35 FT FRONT SETBACK
20 FT REAR SETBACK
64,904 SF
1 ,422 SF
2,094 SF
16,434 SF
6,534 SF
1,422/87,991= 0.0162
19,950/87,991= 0.2267
!73.76%)
1 .61 %)
2.38%)
118.68%)
7.43%)
1 . 62%)
22.67%)
(53.73%
(7.54%
(1 .60%
62.87%
15.81%
21 .30%
100 %)
22.23%)
62.87%)
8.
9.
PARKING REQUIREMENTS: 5 SPACES PER 1,000 SF GFA
5*(19,560 SF/1 ,000 SF) = 98 SPACES
PARKING SPACES PROVIDED
REGULAR PARKING 93 SPACES
HANDICAP 4 SPACES
\\
\ \
..
, \
.. ..
..
" "
.....
'1<];,
"'. "
...... '.
TOTAL PARKING SPACES PROVIDED
97 SPACES
UTILITIES
WA TER
WATER WILL BE PROVIDED BY
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562-4600
SEWER SERVICE WILL BE PROVIDED
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562-4600
PROGRESS ENERGY
2166 PALMETTO STREET
CLEARWA TER, FL 33765
(727) 562-5656
VERIZON FLORIDA, INC.
1280 EAST CLEVELAND STREET
CLEARWA TER, FL 33753
(727) 562-1132
CLEARWATER GAS SYSTEM
400 NORTH MYRTLE AVENUE
CLEARWA TER, FL 33755
(727) 562-4900
BRIGHT HOUSE
11500 9TH STREET NORTH
ST. PETERSBURG, FL 33716
(727) 803-5059
, '.
'.,.
SEWER
ELECTRICAL
TELEPHONE
/
/ ,/ GAS
/......-/ /./
/' //'
/ /
/
/
/ '
1 (
I
CABLE
11. FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONE 'c' AS DEPICTED
ON FEMA FLOOD INSURANCE RATE MAP NO. 125139, PANEL 0089 C,
DATED JUNE 1, 1983.
12. OWNER:
BOB HUPP & ALLEN McMULLEN
DEVELOPER:
THE HOGAN GROUP
TAMPA, FLORIDA
13. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE.
14. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE
WITH CITY OF CLEARWATER REQUIREMENTS.
15. BUILDING HEIGHT = 30' (MAX)
TRASH ENCLOSURE HEIGHT = 6'
16. CONSTRUCTION TYPE - TYPE IV UNPROTECTED
I>f) N _ 0
Z
0.
:::)
o
a:
"
Z
C
"
o
:z::
w
:z::
I-
w
>
C
wUJ
OW
-..J
U-a:
U-c
O:E:
..JO
~~
-
"C
a: a:
:::):1:
UJI-
::JO
CO
om
-
Cz
Ww
:E..J
..J
:::)
:E
u
:E
+'
o
CD
0""",,\ CD
0-
a:~
....
o
d z
~ 3: I")
I 0 ~
.q- ::c ....
N(/)O
o (/) ;:::.
~ < 0
o
o
z
-
g CD
of" g -E
CL. en c
C)
U
<
N
...J
ID
" N lLJ
lLJ ...J <
~ ID ...J
l!
o
Q
u
o
..........
"tJ
C CD
CD .:tt. C
0_ U ~
fIJ CD C
CD .c L-
a u a
bi
.S
c:
~
it
.
1;
....
is
E
IS
.~
~
S
'-
....
t1
....
~
~
f5
~
.
bi
.S
~
.S
bi
~
~
G
ONCXl
~f6~
I") OJ
U I") "
~ ~
:SON
en'ON
ec: .
..,:01")
lG:iD
... .
....OX
en 0.<
OlE....
.5~
i ~
o
~ :-
N
N N
o 0
- I")
-
CXl
a
:a
Q
It
~
..,.
OJ
N
-
d>>
~
8OJ~
I")It)N
GJ ~..... .
~I")x
010L::
'0
U'i:
U~1t)
0....0
- It)
a. .1")
~ B .
.......-
001")
a.~~
00.....
CXl.!N
1")0.....
..J
C
I-Z
ZC
O..J
NO.
-
a:..J
00
:E:a:
,I-
Z
wO
1-0
-
UJ
+'
CD CD
CD_
~~
Sheet No.
C-5
E
~
.;;
I
~
~
I
i'
"
fa
~
I
!
C;
~
~
~
~
~
~~
.. E
J~
~!
"\~ ~
0~ O~ <V"
CJO << CJ~
<<- /.~
,,?-0 "\ <:<; <<'V
~'v'v ~ "?- "\~
<J~ ~~ ~<<-
" ,,\0 0<<
0~<<:-
:v
"\" ~
~~
c:P
<<-<0
r~...........
Cr --.. ............
l~~
\ d
_ ~JiARLES_ AVENUE _
2' DROP CURB 24" ASPHALT PAVEMENT 5' CONCRElE TIE INTO EXISTING ",.,
FDOT INDEX NO. JOO :.:: :.:: ~~ :.:::. 2: ,ON!,~URB= .:: ....ELECTRIC. ./= SIQE'NAU< f ~~~~~= ^~~C;E~ SIDEWALK,'
. ....rHt. '::"': ':..':.:'. \. :'.';',. ': ......." '.' .':'.' ..:~ '.' :~..:...:.: ':..' :''-; ",". :::':",,::..:.:-~:;. ".: :' " .. ..... ...1'~~;.~~ ......:.. :'" .....' '. .":" J.'.':':' '::.~:'; ~:,': ~. ...... . .. .... ,..,<::-'
. ..... ....... ....<'He........ '.. ..... ......... w, ....~ . REQUIRED 10' '-'. <. < :.: :.:' . /, ::> .
9 6 56 E(P)(F) 297.67 GTE POST""'- L. .... LANDSCAPE BUFFER .,....:..
... -... -... -LANDSCAPE' AREA" - .. -... -... -... \~.' ';,
... ~.
~~
.
~
"~
')0';. \
5' CONCRElE
SIDEWALK
CURB RAMP PER
FOOT INDEX NO. 350 (TYP)
t I~
~ 1,
,., !
i.
1,:
i
j
!:..) U,I.',f\.
/ //
1./ ;
15')(26' CONC
.GfNERA TQ~
PAD
R3'
120' (SECOND STORY)
TOP OF BANK
EL = 56.50
//
-0--
~
"
Ii ://
I: 1//
+,' I~/
lL..!
d!: ~
iof i ~
t: ~ I / ~
'I :g
I, ~ 1/
+,:
,."". .~.; /' ;
/")1 I ~ /
//i',:> I /
/ "'/i p":)/.~: ./
_: I~;
..-1 1//
. /
~ i p;'r 1 ~~.. / /,/",,;1
.. ",-./ / ..~ Q "( '..; (.". .
~~i I~~/Y'/
NN:
Q:'w ~
'-': :/\ \
W ~ I'~"i
. V ....j.
vb,
.." N :
bb I
f"'o
o :
oz'
z I
,
,
.
I
D
::Ii
E:5
O'
;~I
O...J
a..La.J
~~
~~I~ ~
~"I~ 0
a:: en i!5
~ u
en~ e
io
IX)
,,;
o
--
L.I /
/
r'
100'
BUILDING WALL
HANDICAP PARKING
SIGN (TYP)
5'
PROPOSED MEDICAL/
SURGICAL FACILITY
TWO STORY - 19.560 SF
FIRST FLOOR = 6,600 SF
SECOND FLOOR = 12.960 SF
200 LF OF RETAINING WALL
(ANCHOR WALL SYSlEM) OR
APPROVED EQUAL.
TOW = 56.50
FG - 46.50
CONTRACTOR TO PROVIDE
SEALED SHOP DRAWING DETAIL
SHOWING WALL, CAP, ETC...
'b
"
~ ^
~ L1
L1
-JD"O/\i<:
(;
i I
~
::I:
(I)
...J
~
It:
E
:J
M
10
,.,
~
It: I' '.
~ '.~'
La.J
a..
~
u
(I) ; 1
o ""'rij"!
Z .:,.......
:lj ,(~ Q..I
i !
i ;
, ,
. . I t;j i" Hj i
-1.. I
~i 1
I. : i 1
'3im~i !
I !
IT!
1/ i
~
La.J
It:
~
La.J
a.. I . /
~ /
f;J //
o
~ I ~ /
r
/.....
.
,
Pii'iC. ...., J I / ./
(:;.~'? r "./
..... "
I 1 /
: ~~./
. I - :J
I ' ~ ~ ~ / ./ / })y(
: t/'b~ ///
L . / N ~., ./ / / /' /
~"'T'H,/;./_.../.
,:~ .. ,. ~/ ;/ ; ~o' BUIL,DI~;
.:t' 8 '/ / SETBACK,AJ~E/. ..,/ / /./ / / / / /
~.... ~i~ ~l ~~' ....... ...... ~.. ~...,L ~/~~~~/~ :; 7 / ~
: ~ E~STlNy ~} ~A~ //; ~ / 4b.
t.=-. . . . .. . .? ....,.-,..... . . ...........~/~
, / /48.07' ./ / / / / /
- , --. . .. . s" ..", ,. ..... 7' /. 7 ""~~' .
~' / . ,'; /"\i """,' //0;' ,./
~ ,\ " .; ,'..1 \ " (~ 11<.
.' ...' -; . / / ' / ' ',. /~,
'1;.') (:/.\V:..,,-;,~' '.... ". ..-
''( .y, / /' / , / / / / / / , / ' /
._-~ ~~ - _.~- ~I~'~ '~~:~~~':~' ~~,~~~"~
=~~::~~~,.,; Cite,: ~{~) ,~.,v:' ;: ~=~ .~'j~"::jj~~f) ;.:';' ~ \.: ,f"~:: ~';li '/(,~'1-:(: ('i Sf' .'-:,.~. i - ~4>
~' DRAINAGE & UTILITY EASEMENT~ _ _ _ _ _ _ _ _ _ _ --1r! /t'f.:) _ --I!::;. ',,...--
.: 1 DTxT~~mh "
i! ! UTlLlTY BOX i,/I
, :f. . ," ii
\i . ;' ,,'
~\ "l~"'..:' >~:~. /~.:~/
\>! :::: :.:-:::.......-:.--.: ,.-1/
I ,.
., ',& 4J
-\ Q <:f
,~'v / -.J -~o!:y
,"\:'. g i !! ~Q,
~ ~ ~ tJi $' $'~
/ ~ ~1 '" ';5
~ ~ '1 t p~
.;" "'1. ~-.0'v (.......~. .n::.,,-.;....~: ::T.t:;;;::'O:.:.. =:::f.''''~/=.'A' l;~
it I ". i: ;~#,':::':; '\ \.,': /. L\ '-~~'.;. "-':.':.>~
II h ), I ..'~
l./l 11 · ;,. /. \" ! ::.YC 1\
~ ; .. , ./' ~.'.. .y: ,. 0
.:E ' 11 :~~:' A I' "-.. ' / ,",
_~. - ~'hj: I ~~ _,,,,,,J ( , i';:i~ :-.,\~! SiC,' 1f'
; /?<. {i ( , 1i'..'CS' '. <\1, //
.... ..' i ! I..... .~.....~>/'...,.....
AI 1'\.,.... '
, I '
<l : <s>' '0....> / /....
:, v il'f/,
'<.....1. / / i r.
v' <. () , I.,.
/ 1- !)- ,
Q!r-.....
1
:11>
IY
S. R/W LINE PER
PLAT BOOK 103,
PAGES 2 & 3
..........
1/':~l
Co
i
lRAFFlC il.
SIGNAL '1'
BOX
i; H !
~.......,
'I;
:,:;~~_~. 6'>
i";~/ <'\
I ' . ' \~
,;';'k'~j'" \ I
1.5' cd~c I O~UMN ;r;:j',.,'.:.,u.j! r
i I ..........., i <( _
7' SIDEWALK EASEMENT: : 'r'~r~""""f I
Ii METAL FRAMING i IY--I 'Ii;: ;
! i WITH 1.3' COLUMN~II I i 5 ;
\, (UNLESS NOTED !!!;2 I
'II OTHERWISE)!!; I' ~
!i t.., t... ,..n. ....... ....h
\.\, ICe "-y 7/ 25' SANI~A~Y SEWER
I: ,.:,I...! EASEMENT OR 5473,
'j PAGE 1388
Ii QJ Iff Ii
il '" V) ,
'I r";:/ n !.~
.......J~ '/-.1
/; c.i 5 !/~
~Q '>-.
1.1 8 i!: .'iff
~ /;'"
J~
!.
/
II ;I
.-j"'~~~_.~ 'i
'....f
CONC. !/
(:'/ '1""'..
({ I )
II I~!
;........
; (f) ;
'U;
i
,. ..
,
o <v "J
,l.,Cf ~<v
~<<:- '?'
.... ~~ ')..
0" 6~ ~0
'v " ""G
'?' <('
o
-,~ :'J..
~' <::>
~" ~
. .f:v 00
,,'C <0
~
<('v
"
I'
"
ASPHALT
/1 .._.,_ _._"_
//// ~#..::::':- :.::"":' :::.......:. ".'"
f;' ._ ',~~O ~3~X 3"METAL METAL POLE
(i /; ;~-' POLES WITH I
~.'/ METAL BOX\ " :.-:::. .,,:~. '.
-:jJ;"- ,J ;~~. '~')'.
METAL POLE --;,. i '~k'~
<~ / :~I:/f'>/ EL~WIC
GA TE REMOTE
ELEClRlC 2"X2" METAL POLE
BOX
/;ft);;;'\
I'
;/':~~: 1 U'~:. i!
'i : (': D' ," ; i
I, :~"~/J
,; : ,',n ")~';":!
i! :~~~ >#/ /i
\i ;" i,
..\ ,
\\\ 1 u" .~t..'! '/~ ~~/
\\
~ "/
..~ ..::::-:" .:;~~'/
"'1S'^>
;y
"'1( l'
11
i'.
/'.
n
iJ
"
II
'I
"
'. 6" . ".
'" CS' "
... =---4-'
'-" ""
i!
n
/
/
-""
,.
"
I{
......,
/ Co
/ ~~
'v
......
il
.i
I;
/,l
.......
.......
:~/
"
/:
II II
// il
/1 1.'/"
l: .
\\ .-~I
\'" <:::-:~!
...,.....
......
.......
i i
! !
, ,
II
.1 1
, I
1 1
i i
! !
i i
! !
i i
! !
i i
II
II
! !
:
I
i i
i I
i i
I !
i
I !
i! I
!I !
II j
Ii I
Ii I
Ii I
III
Ii 1
iI i
'1
:! !
! \
II
! !
:-1
i i
II
! \
, I
I : I
OBSbLEtE
i i I
435 LF BLACK CAST ALUMINUM i i
ORNAMENTAL FENCE WITH COLUMNS ! I
EVERY 20 FEET (SEE DETAIL SHEET) 1 1
! i
i i
II
! I
I !
, ,
! i
i i
i !
c
<C
o
a:
i i
II
i i
i i
~II
3! !
0j!
Z II
0,
.u I I
C\I . .
I !
II
! i
i i
! !
::I:
t-
O
o
m
""'"'
'P
I~ t
~
: :OJ
i i~
IIU
; ;~
110
! iu
i iN
z II
<( ! i
..)'
<I:
(f)
W
Z
<(
...J
o
Z
::)
o
OJ
I
f-
::)
o
(f)
t<)
~J;'
- II
.. 0
W
.."
0)
10
C.',
>- ..,
I~ (')
:I: iY
\~~...
I
~ II
~ !! ~
'1" > ' ,
<( . .
~,,;
z
W
...J
...J
:J
~
o
~
,
~ I I (f)
...J (f)
;i ! !
<(
c
4(
o
10:::
(f)
W
Z
4(
:I:
~
~ i i cr:
::) I I ,~
o ! '-'
OJ ! !
f- : :
~ i i
W II
cr: . .
e II
w : i
~ ! I
...J'
Z i i
~ i i
f- I I
I !
<f
1 i
! !
REQUIRED 15'
LANDSCAPE BUFFER
II
II
i i
I I
!
CURB RAMP PER
FOOT INDEX NO. 350 (TYP)
L
\ )
\
", '-...... .,,,,,.' /1
.....- -,'-
.. ~
50'
TYPE -f" CURB AND GUTTER
FOOT INDEX NO. 300
6')(12' MONUMENT SIGN
COLOR AND MA lERIALS
TO MATCH BUILDING.
(ARCHllECT TO PROVIDE DETAILS)
EAST WEST CENTERLINE SECTION 28-28-16
20' SllE VlSIBIL
TRIANGLE (TYP)
TYPE -f" CURB AND GUTTER
FOOT INDEX NO. 300
~";
:-~
....-.. .........
;:?:.
../ ;"....- .~...... \\,
, I
: !
i i
<.;.;
11
II " ! I
.~r
......
,.,
" ....~.: .,
!! /;.;
, i I <, !:
l! (j . I
i ; I ;
SITE PLAN! NOTES:
il i 1. ALL DIMENSIONS SHOWN .6JRE TO FACE OF CURB.
2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM
BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY
JOHN R. BEACH & ASSOCIATES, INC., DATED 01/27/03.
3. BUILDING AND SIDEWALK DIMENSIONS
ARE TO OUTSIDE EDGE OF FOUNDATION.
4. ALL TIES TO THE PROPERTY LINE ARE
BASED ON THE BOUNDARY & TOPOGRAPHIC
SURVEY.
OJ
cr:
::)
u
u
z
o
u
N
,
I f
i
i i
. i
I !
; .
i \
\ .
\
\ \
\ '
; /
I i
! !
\
\ '.
\ ,
\ \
. \,
\ \
\,
/
/ '
I /
I I
/ ,/
LEGEND
TYP
H/C
R
R/W
TYPICAL
HANDICAP
RADIUS
RIGHT-OF-WAY
TRAFFIC FLOW
(PAINTED MARKINGS)
HANDICAP PARKING
PROPOSED CURB
PROPERTY LINE
CENTER LINE
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
...
6
-...-...-
0'
~ II
SCALE: ," = 20'
8.
9.
. \
\ .,
\ \
, '.
"
20'
40'
I
REQUIRED 12'
LANDSCAPE BUFFER
.
I
.
,
.
,~
:0
.......... .
Iii) I
~ I
,.J:.."
:~q:) i:
I'" ~ II
, , N
: ! I ! ,
IJ. ~.' .
~;::lIo i i~
.' ; .~ ' ,::)
'. i .1....... I lu
'. ..if}
~ ~ .u! !o~
h. ~ IX) : iu
r r11.
lll~ :i"
<hen
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
SITE DATA
1:.'-:." :":.:"1
. . ,.... .. '" '. ~ .
" 4"
r .,/. ':" .,:' .'.:. :"~ 1
r / 1
/ ./
EXISTING CONCRETE SIDEWALK
INTERIOR LANDSCAPE AREA
1.
2.
SITE ADDRESS
SITE AREA
SITE AREA BEING DEVELOPED
ALLEN AVENUE VACATION
NORTH
SOUTH
GROSS SITE AREA BEING DEVELOPED
PROPOSED ZONING:
NUMBER OF DWELLING UNITS
2730 McMULLEN BOOTH ROAD
94,525 SF
19,166 SF
300 FT.
300 FT.
87,991 SF 2.02 AC
"0" OFFICE DISTRICT
2.17 AC
0.44 AC
3.
4.
5.
6.
"1"
~~~
7.
BUILDING SETBACKS:
SITE AREA (EXISTING):
PERVIOUS AREA
BUILDING AREA
DIRT ROAD AREA
POND AREA
TOTAL IMPERVIOUS AREA
FLOOR AREA RATIO
IMPERMEABLE SURFACE RATIO
SITE AREA (PROPOSED):
PAVEMENT AND CURB 47,275 SF
GROSS FLOOR AREA (1st FLOOR) 6,634 SF
SIDEWALK AREA 1,412 SF
TOTAL IMPERVIOUS AREA 55,321 SF
POND AREA 13,907 SF
PERVIOUS AREA 18,731 SF
GROSS SITE AREA 87,991 SF
FLOOR AREA RATIO 19,560/87,991= 0.2223
IMPERMEABLE SURFACE RATIO 55,227/87,991= 0.6287
INTERIOR LANDSCAPE AREA REQUIREMENTS:
VEHICULAR USE AREA = 47,275 SF
REQUIRED LANDSCAPE AREA = 47,275 SF X 10% = 4,727 SF
INTERIOR L.ANDSCAPE AREA PROVIDED = 13,254 SF OR 28.03%
PARKING REQUIREMENTS: 5 SPACES PER 1,000 SF GFA
5*(19,560 SF/1 ,000 SF) = 98 SPACES
PARKING SPACES PROVIDED
REGULAR PARKING
HANDICAP
35 FT FRONT SETBACK
20 FT REAR SETBACK
64,904 SF
1 ,422 SF
2,094 SF
16,434 SF
6,534 SF
1,422/87,991= 0.0162
19,950/87,991= 0.2267
173.76%)
1.61%)
2.38%)
118.68%)
7.43%)
1 .62%)
22.67%)
(53.73%
(7.54%
(1 .60%
62.87%
15.81%
21 .30%
100 %)
22.23%)
62.87%)
93 SPACES
4 SPACES
TOTAL PARKING SPACES PROVIDED
97 SPACES
1<1> UTILITIES
'.... WATER
". '. .....,.
"'.
/
/-/' ,./.
,,,,. /,/
/ ,/:://'
/ /
/
11.
12.
13.
14.
15.
16.
SEWER
WA TER WILL BE PROVIDED BY
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562-4600
SEWER SERVICE WILL BE PROVIDED
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562-4600
PROGRESS ENERGY
2166 PALMETTO STREET
CLEARWA TER, FL 33765
(727) 562-5656
VERIZON FLORIDA, INC.
1280 EAST CLEVELAND STREET
CLEARWA TER, FL 33753
(727) 562-1132
CLEARWATER GAS SYSTEM
400 NORTH MYRTLE AVENUE
CLEARWA TER, FL 33755
(727) 562-4900
BRIGHT HOUSE
11500 9TH STREET NORTH
ST. PETERSBURG, FL 33716
(727) 803-5059
ELECTRICAL
TELEPHONE
GAS
CABLE
FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONE 'c' AS DEPICTED
ON FEMA FLOOD INSURANCE RATE MAP NO. 125139, PANEL 0089 C,
DATED JUNE 1, 1983.
OWNER:
BOB HUPP & ALLEN McMULLEN
DEVELOPER:
THE HOGAN GROUP
TAMPA, FLORIDA
THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE.
ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE
WITH CITY OF CLEARWATER REQUIREMENTS.
30' (MAX)
6'
BUILDING HEIGHT
TRASH ENCLOSURE HEIGHT =
=
CONSTRUCTION TYPE - TYPE IV UNPROTECTED
II) N ... 0
Z
D.
::)
o
a:
CJ
z
c(
CJ
o
::I:
W
::I:
t-
W
>
c(
Wen
OW
-...J
LLa:
LLc(
0::1:
...JO
c(~
o
-
CJC
a: a:
::):1:
ent-
::'0
c(0
om
-
Cz
Ww
~..J
...J
::)
=t
.()
~
+"
o
Q)
.--. Q)
0-
rt~
.-
o
g ~ n
I" 0 ~
.q- J: .-
N (/) 0
~ (/) ;::-
0-<0
.
o
z
c
o
:;:
-
~ II)
'0' c .!
... u c
n. en c
N
....J
~
wNW
-< ....J -<
....J [lJ ....J
I
o
u
o
..........
'0
C II)
C) ~ c
'r;; II) ~
II) .c ...
cue
~n .
NO
NO
0)
o
~
l:Jl
.S
t:
~
it
.
1i
-
55
E
S
.~
L5
.S
-
~
&}
~
"
.
l:Jl
.5:
~
.S
tJI
L5
~
t5
ONIX)
~~~
,.,m
~,.,.;.
::::lION
(I)"aN
.~ .
";0,.,
I Ei: iO
... .
"'0)(
(I) a.~
OIElL.
.E~
~ ~
i 0
o
~ :.
N
N N
o .
,.,
--
IX)
....
m
N
--
dI
,.,
o 10
Om,::.
"'ION
G~"
~,.,)(
~O~
"a
.r't:
UOIO
0Ei:0
- 10
a.. .,.,
.Y.~.
'l: ... ...
00'"
a..~~
Oi"
IX)_N
,.,u"
...J
c(
t-Z
Zc(
O...J
ND.
-
a:...J
00
::E:a:
,t-
Z
wO
t-O
-
en
+"
Q) Q)
Q)-
c55~
Sheet No.
C-5
c;
~
~
~
~
~
:?
~.:;
w ~
E:i
:iDl
j!
.:',,)' C}(:
STORM MH
RIM:55.01
INV: 52.11 N
BOTTOM: 49.71
.;'~..j
ui'
z'
,.
,
EROSION CONTROL
GEOHA Y BALES OR
APPROVED EQUAL
r - ...... . ...... ....... ...... ~ - -- -
0- - -.. h..... ...." """ ....". __n.. ...._ _ _... n___. ""n
1 '0",:: .'. ....... " ...... .,"'>; '; ";;;L":,"',;: y":.;ll1l1l.: ";' ~~..i . .,_ ..
,n--....,......~..~... ~rl~.I~. ~:-~~:,~"~~i'~';;"~';'t'!J".
:~':~.;,
'. ~~~
. ffiiii
UMITS OF EROSION II. i~W
CONTROL (TYP)~I\
, 'mill
rl f~t
I ,@,
, .
I: ~!i
^'-\ 0 II r~~
Go-0~<<O~<:/" t;: ~~
,,?,0 ^'<v~ ~<v~ Ii, :~,
~v ~ "?' ^'-\ I: 'hi
<<~ ~~ (v~ till
^' () c!} u.i ~~>l'
0<><<::- dj: i0.
\:2 to!. rt~
MATCH EXISTING ~ ~'I':<';;
GRADE SLOPE 4: 1 (MAX) "1i ~ c
I.
+.1. f:ll!
: ~m
: ~f.:'}.:
: ~:::::::.
;, .l: \,': /.~... ~i
",..:.,\ ~'.f: !.~[
) I ~~;
, /
l .i[
/ ."":I::J
/ . ,:-f.
// '1':(1': ") ',., , '
. . . ~f: ! (. ',.,'-_il",
.
5' CONCRETE ,t,
SIDEWALl< <~)
-'
;'
..~~'
MATCH EXISTING ".\("
CURB (TYP) ,
-:~ ~r. \
-"~ II!~
58 LF 24- RCP
o 0.43"
1".1-,
TOE OF SLOPE
EL = 52.65
RETAINING WALL
SEE DETAIL)
"
r,,,. :-'
?.....
/, ,
r:;.,'
~
.-.....--
~
.-.....--
:).t. c:
;~
5' CONCRETE
SIDEWALl< FLUSH
WITH PAVEMENT
~
E~
O'
m~
~~
II
, ,
d
!.r,
,;..~tx " .l-.
\<:~
).~
~ ,),
/, .
. ~ ,
',;,'
<H
\ ~"~
:"~.
...{,
~
.-:>
., ~~ > A.....
NOTE:
SEE ARCHITECT PLANS FOR ROOFORAIN STUBOUTS.
,R,~,,~RAINS TO BE DIRECTED TO STORMWAlfR POND~ C
P'ROPOSED MEDICAL/"'~.
SURGICAL FACILITY
,
TWO STORY - 19,560 SF
r=:1~~T FLOOR == 6,600 SF
SECOND FLOOR == 12,960 SF ',; . ,
FFE = 57.00
2:1
----
/0, "
,/,'
Vl~....
.^, ,
~
, ,
/' tx~'" .:-
v,;
), '!) :'
. "
0')
2: 1
---
! !
"'. ~,(_'
'. -~ .
........?< .
I
I
. ;...:
1*'; . ~ IlI'\
rl~: ...,. ..".,
@11~:r:
I: ; ~ i i
llil.; I II
I~"I~ ~ i i~
,1\f'.' , ;:: , ,:::>
'.. :.!.1 "I lu
ii" I"" tr1 ~ ! i u
t. ~.... "z
"", . h.. ~ ex) i 18
M~ : r t- "I I.
~1;116 ~'5' ; ;N
"" (j) :' i i
lrq~ i :;
It- ';'1 ,j~..,~J i i
,,,,I ';.;! ! !
Ix ,')
::: Q
I I
~ ,+
," l'
, ~ \
HANDICAP RAMP
AT 12: 1
! I
"
. '.
t<
!)<
vS'
i i
II
" '
v>"
/'\ :
I~) .
.{. ,',
',)
,/'
~
,',
, .
<-?
<;.?'
v},
[/
";. <,>
!)<
(...~ :
~
:v
^'''~
~~
o <::J
~<<;
~~"IL
- -"'~ ~/"'''''','' ~l
1"'<.',)
" L..~ ':):,..ji::
a..
::-" 1m
00 ~~~
o.
.0
~f' ~1
~~
" ill
a.. LLI ,:"~"
'-' q,
LLI ~ I<~ ,::i-," ;';8'
. ~ ,_:.~~
~b . m~
fit) N : ~r.:r~~
~8! I
oz. ,"\
",.z .1.""
/, "
-::~ :
(\
<-?} :-
~,
"
...}).,
.L..... ....
^
~";,.
~
,
c:::J c:::J c:::J
i i
('~~-~'~ (j f.\ V
! !
o
o
-i-
10
II
..J
W
~
fJi!
~
'j
.''')'
i i
"r
" \
~~
~
L
\)'> , /7
/ /,
/~
/
/
~ /
F'i~J!: 2(1" ,,-------HP --:---:------~
........ ' ~". :., ~
//):: l..f.: <. ~'"
, I
t,)"" \
, )
"
/....,.\
'~ " (
,)
/ ',')'
J),)'
1 ~',)\ : :',:' ".. J
,1/
! !
~
i i
! !
i i
! I
~
TYPE -0- CURB
TREE WELL PER
FOOT INDEX 520
,;~) ''C) ,':, <
",~ ....
" "
-r,
! !
,., ':
~
t., '... j' ,...
! i
..~/ :~;
,:.~~\., (),l',.K '.;
~
~
, ~,:"
.:. :I' .1
" ,
/"'"
, ,
i~m:
l~~
"
"
.^,
'/ '
: ...~
Jill
I
,
I
I
, f'
,,,'I "'J 'a.
/-, '
,J: ,
t ?' '.v
I ' "
. . ~-::-- . . . - .. . ~::,"' . - . 'l ~>! . . 7' . .
; ~, I
'~
" '
,1'/:, '
......-....-..
~ ,'i'."
~ "
~
~.~."
~Iil
~
~ )! ~ j {
I r~:,8
, ,," ,h~
/':l ~~f.~
<l'-I
I "m",
".,:;::.;
. ~!~
: li
" .~;~,.;
, ".
v',
,j/
, 57.60
,',.,: ~ ~.e:"'I'\"/ ,q)
~~' ~ ~P'
/, .'
/. '
','~
~
----
,)<~~
,')
~ ,<;0'
I Ml
I;
. ~,.,
.
H-. ij,"!l
~~.' ...-.-:..-...-...-.
::om,
: ~ <.:<' ,^, v;
.~ '
I:~:b '
. , 0
uuu. ....: 'I 0- nun ....... ....., uu.' .u,;, ?::... ....... _ _ _.. ....n. ...... ......
''.:) i '~~:"C~N~,: ~IP~", C'""~____2~.,, go~.~....~I~,
'-':) . 'N.:u... ...... ....... ...... ....... ...... .... ).... __... 'h'_ ...... _... ...._ .~(
. -.:I'~
I~) ..._...
, ~"
~
-, ,
C:\K ...f:
(/~~, .
~ ~ ~
.<-:': . '"i.,; ,I
..~..._...-...-:._...'
, "
v~:;
. ,
,',
~:~~~,,~
:~,;.. "
A
(,1',. '
E
~
di
, \
~ ~ :..\\~
., 0 ' \:.0
f'.'Q' \ \
,,' <'; '(, 4 rlio'\ ';.
,~ ,'~) ,''\ " ';" ~ I { . 8:;'?:'; v'
<-';" (rf ~ I I, -r ':';.,
;:':j;,;: '1 " "CC ~. =-="'!,.r ,;,C:;;:, 2 :~:._.. ~ ~i~~t: t~'4 '315.23'/' -... -;::;," -... .;:-... --;::,.. 55.9oj:;;-;;;' _.~.. .~_... ~... -.;:..:L... ~
, ~ J:I" ,; 1 'I
; " :: / ..... " " --' 0.. i \
,'C, ...~~ ::.:.<:: ,', ~'ft) Ci~ "'__ ."v,!TH'~O';.{eO~hR 1fif(""'PX ... . ALL F_,~ ",::A VE N U IE., ..," I"~
_# ~ .. ~.. -'" ..- """" - '."'" j,. -- '- - ~", -llPl'~ ,= .. ,d · ,. \ I / . .
C~s~;~~~~~~~'~~~~:)'~~'~I:I~'~/~~~,f"~~'- ~~~'~~~ i, : ~'~.~~.~~.'.
_ ~ '....'" .;,1. I'" )1:':'" I
----------~~- ~--~---~~ I
S. R/W LINE PER i,,1 I'; r:J7"X7" BURIED;, ' LOT 1 /," '"," - 1-
PLA T BOOK 103, .* .U~~I:Y ~,~X,?" " THE VININGS AT COUNTRYSID' " '"
PAGES 2 & , 'f'~~~~jt~~};.:;> '. :~~~~:~f~,':~' PAGES 2 ~ ' i
ASP HAL T ~<<:-~c:y'0:~'0 "J _ \0;:' ~ ');""{~8/ 'J' ! l //,,\ '~ n>~-1S'-1lft-u~
...... ~ ')". <!? ~. ~ /, '''/ :! ~ f "", <~~ -3"X 3"METAL v, "V reI-! "
0'" vo--0 ~0 ,'{,1 ~ ~ ')' ~ <:i..,'~'tJ/ .~ ~~ ,-{:;; ~~;. POLES WITH V~'-~'.;~-.. ,/ <.~-;)" ~~S'71
'v '" ....G ",,) ~,/ ,', '" 3f <-"15, 0,,"":;:> "',,~' METALBOX\,*,~''I--''';''/'~'~'')'' ~G
h.. <')~ '." t.-~; -'.~' 'J" nO i.i:.i" <;,:'~l'~ ~'l.- t]p } ....~ ~"n~: '/
, ~ ," " ""-'" .... "- "S,')''' METAL POLE~. .' /, '.1:, 'X/
o ,'., ~v -;:,\'.;" = ==;::'.": '.'+ t '-... if."(,\'/'" ,~./ ;. ' /'/' / ."" '/ ""
-(',. ~~~: ......O"J' <'. ""I'lt:. o-i i ~ , ',,~1 '(Ii /:,~,> ,')'., ^.~;~\!_.' or!" --..:!, '-. ::::.::: :::C,,'.! "'0; :. ?>~~'.~.: ( ;,:,<-" I:;~\: ~:bl~/ ./..~/~;/'/ ELECTRIC
;:v 00'<;" ,'"" ' ' ",',., \ . 1 I "'V -:/':' Ix !"~ '_'. ;. </ ,') BOX
~ <0,) II I I,~"~' Ii "a <-:,)" \ \, ',p / \ ""~" . v~ ~;'J <" ,.;', /
<('v~ i",' ~:, ,,~" :;.;:: .:~~ '~<rr',' "'\x: 'vI ):;,~, ::,:C 'i,:,~;) ; /;) AfS,O/y' <,'< EL~'b~IC ~~Ji" RJ~T~lE POLE
;' '.. ',,'" :f ://', , 1 }. '- .... /' ( t~ f ~(
,j,: ~ I", "~ {' ,v, ' ,', 'x ""--' {~' (' ,,;" "..f l'
t/,c", - -(~~~~/ {! i" , ! ': ~:~~~:CS;' "~;.':',J.' ,,::<~\~1 ^-
, ' i I '-:.--~ " :~.. fi<' V).'
I r '- /;..' , -,/r'"
/; . 'i'-~. . \, /\ ,.,' ,
<l' 'IK':')" . /)''-- '"
<),'/~'I~ &v ':1:;/;,'< "~'C~"-,
, / / ( () 'I" ~ '-, / Co
1 " '-" /, q,-r\.
"- 'v ,,",'i/ '-
/A. ii" "
'v I : '-'.;/
Qi~
, r ,
i).
I 1> ,(';'; '-..
; I "-
1)/
~>
r"
. 1'....,
SBM
EL: 53.63
STORM MH
RIM: 57.69 A
INV: 51.41 W c,,^
INV: 51.31 ~:Y;~
-
,Q~, t-:\x
~,' /,
.<>. v.'
,~('~r \ \~)
o. i'l ""1 \ ',)
/, '"," ,'. i
v.' !If!;::;
Ii; "-.'
i~1
\'>:....
i ,__ \ '
I' '.h.. -.- ""'" _m.
i
',<...
, 'v
>.)J..)<
I ,l___:: "
I '. ,
" "
, ",:;,j/ ,~:,'-\
I I ,," . [' ~ ,',.. ,<,
, ].. ... , (,')'~ . \
.. 1 ,.~' \
:{;'~ ~ :JIi..,":: /[,,:. ,)I" \1
~:.d,ft4' ! ;' ",: __
I I I ..... m... ...; I I
,lW 1 ,5' CO~C OLUMN 'I""";' ,::--;
~::;: ! I ""-....' -J , " J
y57' SIDEWALK EASEMENT: : t' ~)~.. i' I
I", ',"', METAL FRAMINGur' ' I IOC ,
!\ " , . .. ',' WITH 1.3' COLUMNS I "z ,
'/;" \, (UNLESS NOTED I ! I i ~ I
-r,' \ \ /, ?THERWlSE)! i ' I i ~
,,/:~. ,H ",~,;"'v',,,!7:' :::: .:::-. "::"7" :,. i ,Lr,-'" m.n ..,J:
, ,) , ~' ~.. ~ "V ,'.() , _ ::
/" ... > \\ \. ,-. :~; IIi ,I
./ "/' v' ' ""/1 I
/I-:''l''r?f \1'...1 \')' 'I / " . I
"il "., ". r\ Ii ,;:,: 25' SANITARY SEWER
,. I I Ii' " / EASEMENT OR 5473,
<-8-'\:!,~,/ c:~"':,'~"",,~,':!!,L,,),,)! / J1 I,~ PAGE 1388
. II CJ' 5 :'~
II >~: <,: I' /1 II ~CJ .!>-.
.\ .,.,<> . 1/ / Ii 8i! I;l
",;' \"\:~~~~?'<:'!'/ j,/ ~ I.,/~
,--,1'"
'1/
(.~,,..,., , " II ,/
. " ,'" H. Ii
/; <- -'(,J: ~I t ~ ~~~- __ : I
. // .' / 'I ~- "',;,i"
'-.(: f/ 1/
(/'< I' I I
;", \\ ,'/.:--. CONC. .1,',"
" ..1'"
I.,/f' ......x -'..;
il i
()I-'
". _.'~
' ,( '~'"
!
iI
!/
Ii i
!I ;
Ii !
Ii I
Ii 1
!Ii
~
~
!
"f)'
.^,
<.., ,
(({)
!! !
Ii !
I
s
~
;
~
$
!
I'
~ : 1.~ it ~
c" HI
11
iJ
'. I::)
')'
T.....,
/
/
''-,
"
,
'.....
"
"
STORM MH
RIM: 55.22
INV: 48.92 S
INV: 48.98 W
INV: 48.97 N
SEE PAVING, GRADING, AND
DRAINAGE DETAILS (2) FOR
LITTORAL SHELF SECTIONS,
DETAILS AND NOTES.
EROSION CONTROL
GEOHAY BALES OR
APPROVED EQUAL
'"
./
J:
t-
O
o
m
(f)
W
Z
<{
-l
o
z
:::>
o
aJ
I
f---
:::>
o
(f)
r<)
z
W
...I
...I
::)
~
CJ
~
,
LIMITS OF EROSION
30 LF 18- RCP
o 0.40"
TYPE -f"" CURB
AND GUTTER
FOOT INDEX NO. 300
45'
. ....
':>)
V)j'
I I
I i
! !
i .
I
\
i i
II
! !
1 \
i i
II
II
, ,
; l
i i
II
\ \
i i
mil
[31 !
ej! !
611
.u II
0./ , ,
! I
II
.:,1 I z
'v !! <{ i i
.. ;; /I
w "
~ II
~ !! ~ II
<{ , ,
Q /I (/) /I
::J Ii(/)
<{ " <{ "
~ i j ~ II
3" C) I:
aJ ! !
f--- ' :
(f) ! ,
<{ I I
W II
~ "
e i i
w Ii
~ II
-l
z i i
~ Ii
! !
II
! !
! I
i i
I Lr nj I
: ::~.: 6 t?! !
I f ,,~/ II j
\ \ ,_~). / I
"'. '<'..~:........ ,/1
"'~-1' -........
50'
STORM MH
RIM: 54.24
INV: 47.84 W
INV: 47.99 N
INV: 46.16 SE
PROP. NW INV. 49.00 (18- RCP)
-L I
III
! !
, I
i j
! !
/I
/I
II
, ,
i i
I i
! I
, ,
I I
! !
j i
! !
I i
I !
1 i
i I
I I
"
I !
/I
! !
I j
! !
"
'P
I~ t
'-'
; :aJ
I I~
IIU
, ,U
Ilz
110
, ,U
",
0)
It)
:,.!
)- :::
I~ ()
..
:r:",
I
o
<
o
10:::
en
LLI
z
<
:r:
'-'
i IN
II
! 1
I i
! ,
I I
I !
, ,
I I
! !
~
i i
! !
I i
! !
! !
II
/I
II
1 !
i I
! i
EAST WEST CENTERLINE SECTION 28-28-10.'<
,1'".>'
SAW CUT EXISTING PAVEMENT
AND MEE AND MATCH EXISTING
PAVEMEN ELEVATION PER THE
-CONNEC ON DETAIL AT
EXISTING ASPHALT PAVEMENTS-
AS SHOWN ON THE DETAIL SHEET.
U/
~ 'J'
"
/. '
"
V'
#,..- ~.~,.
~'7.
'h)
./ /...~ -....... \, ,.,~ 'J
f ( \ 1"\x:;
i II i'
II;,'''' ! I
" ....
",
,',
'-'
,,',
" ~.:;: "
"'J
,
q,
,'!v\Y'l
'"
,,'
~.~,~ ! i
~ - I I
! I
t,;--\
~ ! /..~~~
j+ i ~.'
\:~,
~ t>x.'
j'j'
! !
i I
i i
i i
LEGEND
El
lYP
co
IE
ElEVA TION
TYPI CAl
ClEANOUT
INVERT ELEVATION
EXISTING ELEVATION
PROPOSED PAVEMENT ELEVATION
GRA TE INLET
~~'"
v
r--
=-
MITERED END SECTION
PROPOSED SURFACE STORMWA TER FLOW
DIRECTION OF STORMWA TER FLOW
PROPOSED STORM SEWER
FINISH FLOOR ELEVATION
REINFORCED CONCRETE PIPE
STORM SEWER STRUCTURE NUMBER
EROSION CONTROL
CONCRETE PAVEMENT
HIGH POINT
lOW POINT
.......
-ST-
! !
0'
~I
SCALE: 1" = 20'
40'
I
i j
i I
J I
! i
i !
I ,
! !
~, '!
i i
I I
aJ' , ,
O:::i; ,'1,.-.1
::J 1".1 ,/
U' ,
~! i
0' ,
ull
. I I
N, ,
2'
,<
I i
! !
f I
1/
I I
, ,
~,;
I i
! !
ii", ,':';'(./
II (,,',' /
~. (....~~ ,:!-'~"
: : '"...;:...~'"
I i
I I
I I
I I
i i
I i
II
i i
I I
I I
i i .-..
'/
I.:~ /;";'
i i
! !
j I
I 1 ,~')
I HI. )::')
i '
1 i
i '
\
\ \
, \
\ \
\,\
, \
, ,
,
\
\ '
'- ..,
,
"
, "
,,+.....
"
20'
FFE
RCP
~~EJ
mFn ffWnr tiM
~
~
HP
LP
-----
,-,
STORM STRUCTURE DATA
(8)
CONST TYPE "V' GRATE INLET
FOOT INDEX NO. 221
H-20 lOADING STEEL GRATE W/ STEEL ANGLE
GRATE EL = 55.60
IE (E) = 51.10
(8)
CONST SIDE DRAIN MITERED END SECTION (4: 1)
FOOT INDEX NO. 272
IE = 50.85
@
CONST TYPE "V' GRATE INLET
FOOT INDEX NO. 221
H-20 lOADING STEEL GRATE W/ STEEL ANGLE
GRATE El = 55.60
IE (N) ;: 51.35
~=V
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
H-20 LOADING STEEL GRATE W/ STEEL ANGLE
GRATE El = 55.60
IE (NE) = 51.22
IE (S) = 51.22
@
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
H-20 lOADING STEEL GRATE W/ STEEL ANGLE
GRATE El = 55.60
IE (NE) = 51.04
IE (SW) = 51.04
(8)
CONST SIDE DRAIN MITERED END SECTION (4: 1)
FOOT INDEX NO. 272
IE = 50.88
~~])
CONST TYPE "E" (MODIFIED) CONTROL STRUCTURE
~v FOOT INDEX NO. 232
H-20 lOADING STEEL GRATE W/ STEEL ANGLE
TOP El = 56.50
18" RCP IE (SE) = 49.50
SEE DETAil SHEET
'.
V",.'
...... ,...'...'
" ' ~
" "
.....'
PAVING. GRADING AND DRAINAGE NOTES:
1.
2.
REFER TO GENERAL NOTES FOR CONCRETE PIPE MA TERIAl SPECIFICATIONS.
All STORM STRUCTURES SHAll BE FINISH GROUTED TO INVERT
ELEVATION.
THE CONTRACTOR SHAll NOTIFY THE ENGINEER OF RECORD 48 HOURS
PRIOR TO COVERING STORMWA TER PIPING FOR INSPECTION.
SEE GENERAL NOTES SHEET FOR EROSION AND Sll TA TION CONTROL
ALONG WITH GENERAL NOTES.
SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
THE CONTRACTOR SHAll MEET All APPLICABLE REQUIREMENTS OUTLINED
IN THE lATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUilDING CODES AND STANDARDS.
THE CONTRACTOR SHAll MEET All REQUIREMENTS FOR PINEllAS
COUNTY AND THE THE CITY OF CLEARWATER WITH REGARD
TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY.
All PVC STORM PIPE SHAll COMPLY WITH AWWA C-900, SDR 18.
All DISTURBED AREAS WITHIN RIGHTS-OF-WAY TO BE SODDED.
All PROPOSED GRADES REPRESENT FINISH PAVEMENT ELEVATIONS
UNLESS OTHERWISE NOTED.
A STORMWATER MANAGEMENT SYSTEM Will BE PROVIDED BY
UTiliZING AN INTERNAL PIPE COllECTION SYSTEM WHICH
TREATS THE FIRST 1" OF RUNOFF OF THE ENTIRE SITE,
PRIOR TO DISCHARGING TO THE EXISTING McMUllEN BOOTH ROAD
RIGHT-oF-WAY'S DRAINAGE COllECTION SYSTEM, WHICH IS PART
OF THE BISHOP CREEK DRAINAGE BASIN.
All PAVING, GRADING, AND DRAINAGE NOTES APPLY TO All
SHEETS WHERE APPLICABLE.
3.
,/ . 4.~\(~1
... ..../ /", /' "): "
, /'
..,/,::.;.1'
/ '0
/" ".",'
//,/i'
/ .
I '
/ /
I /
" /
, '
/ ;'
! I
, r
,I, ' .
I I
I I
, I
! !
j I
I)
(,')
..... '
<><"
5.
6.
7.
8.
9.
10.
11.
12.
13.
.....
o
d
9 ~ ~
~ m ~
~ en "
0<0
.
o
z
'" N
_ 0
Z
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAilURE TO INSTAll OR PROPERLY MAINTAIN THESE
BARRICADES Will RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 400-4 AND 400-40, F.A.C.
INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
a.
::)
o
a:
CJ
z
cC
CJ
o
::I:
W
::I:
t-
w
>
cC
(/)
Ww
0""
-a:
LLcC
LL::I:
00
~~
20
CJa:
a:
::)::1:
(/)t-
'0
""0
cCm
o
-z
Ow
w....
~....
::)
~
u
~
+'
o
Q)
....., Q)
0-
rt~
II)
o .!
Co) 0
en a
N
..J
~
W ~ W
~ m ~
i
c
u
o
........
"tJ
C II)
m ~ c
.in II) ~
II) .I: L-
a u a
~
..J
a...
at
.5;
c::
6
it
.
li
....
i
E
S
.~
~
.S
.t::;
o
~
2-
fS
~
.
at
.S
~
Q)
.5;
tn
~
~
(,J
~S~
~~~
~"'';'
:JON
(f)-eN
't: .
";0",
lCL:jO
~ .
....0)(
(f) a. <
OlEa...
.E~
~ ~
j 0
o
~ :..
N
N N
o .
.... ",
....
IlO
IL
:I
a
IX
t2
~
(J)
N
-
&
",
10
~(J)~
j:;>)ION
u~....
~",)(
aJo<
-elL.
U''t:
UOIO
oCL:o
- 10
a. .",
.Yo..
0;; .... ....
00",
a.f~
00....
IlO.!!N
",0....
o
z
cc
z
-cc
CJ....
!:a.
Q
ccW
a:CJ
CJCC
z
--
CJcC
Za:
>0
cC
a.
+'
Q)Q)
Q)-
~~
Sheet No.
C-6
~
CJ)
~
~
!
I
fi3
~
;
N
~
J
!
~
;
S
S
~
~
~
~.:;
~J
:iDl
Jj!
r PROPOSED POLE MOUNlE~
POWER TRANSFORMER LOCATION.
(COORDINA TE WITH PROGRESS ENERGY.)
.- - _n ....... ....,. . .._ .... ,_ _ _... .. ... .._.... n...... u_ _ _n noon. n.
~----------------------
to "
1 : :: ':.::; :,.... ,. '.;.' '.' "...> ........ ........... ~ ...... .:. ..... :. .:::. :': .; .':: '.;'..:: :' ." ;'~.,/ '.,UHf,.
" ." ..,. '". ':.... '. .' " .,. " .. " . . .. . ~ ~ : ",' :.- ,.:' .... ~".. . -..... " . ..; '4" ."~ . . . .' . J
.... /...(;HC.....
k..
/
... -.. -- ...- ... - ... --- ... ~...- ...- ...
....... ....._.~._~..-~.I I'~'
t .., i I'
1, J
,.,
I'
I'
II
~_HAR_LES_ AVENUE
24" ASPHALT PAVEMENT
2' CONC CURB
CURB
:::::::::::: :::::::::::: = = :::::::::::: : :: :::::::::: :::::: ,r::-/-. =:I:N~~~::::::::::: :::~::= .:::: _::.::
.~...~
'\S\-- " . .
..._..._..._..._..._...~~ ",.,... .
, 0. ,<' ,\ ,
, l2!:'\,' .\. \
.. 0. \ "\ \.
~~. \\
,
,
'~
~
" '-V~
'~6': \
1 ~ !
: j. I
I' , ,
, . i i
,
,
I
,
,
,
I :
....,..
:0. !. :1!
,......"
I~ i
~ L
:~ in.
.~ -r-
I~ ~
, . "It
, j N ..
i~ ~i!~
" '.;:"';;:J
:.! .1 .,."-.1 lu
"'^ .... ,(f) 'J I
I ~ 'T" u : : ~
· 1', ro i iO
,r-;... [' u
!~ ~ :;N
I. ;~u/)' i i
: ~:~ ~ir '.1 I
pt .
, ,
. !
, , j i
I! : I I
,
. i
i i
. i
, .
i !
: i I
H
,(:' I I I
. :c, ! .,
", " .
I i
'. ....1
:': ,1
n-Q'r.
: !
, .
~.....
"
ti
I,
i.
t!
II
I,
r.
Ji
<3i:
tol i
t:
II
j:
.. ,JI
~'. "." po, /. :. . ~.
/. ~:. \..: r.'. !',- :"~~.~. -'~ :
-l/ I
I ,
l/ F',,)
,
,
.--1
,
,
~. I
. ~,
00'
o 'I'
'0
~~ :
~w ,
'--': ~~R
W ~ 1-':;"'; C:;\I'
. V IF'
V.O' .
I") ,
o ~ I'
F"Io
o :
oz'
z I
6 il .
~il6
~--.._m ...
~ il r
...-...-...-..
'IO':C/:K
.
~
^'~ ~
~~ O~ <:))
GO << G~
~0 ^'<v<(-- \.<v~
~v ~~ ^'~
<<~ ~~ (v<(--
^' 0 cJ
0~~
o
o
il
~
~ . ~ r
r
4- PVC (DR14) WM
FOR FOC CONNECTION
SEE PLUMBING PLANS
(
)
PROPOSED MEDICAL/
SURGICAL FACILITY
TWO STORY - 19,560 SF
FIRST FLOOR = 6,600 SF
SECOND FLOOR = 12,960 SF
FFE = 57.00
6- 90' ELBOW
i 2?!: C)/,,,!-,:
SEE PLUMBING PLANS
FOR CONNECTIONS (TYP)
--
~il
210 LF OF 6- DIP WM
il
::) i !\j ;:: ~ :.'~
c:::J c:::J
6- go' BBOW
(rY?)
c:::J c:::J
(
::,;'>)
.J ~
j
~6- 90' BBOW
(TYP)
~
^'''~
(y~
cy <:)
<(--~
2- 90' ELBOW
(TYP)
16l'o:,:::\i',
MAINTAIN PROPER
CLEARANCE (SEE
GENERAL NOlES
SHEET)
165 LF OF
2- SDR 21 PVC
POTABLE WATER MAIN
F'iM:
r~ ":
\ (; f
......,1
~~~e -: C,r,K
/r:
//SJ
6- TEE, 10 LF
6- DIP. FIRE
HYDRANT ASSEMBLY
..,///"
Pll'it::
I
,
,
,
I
,
,
,
.'....,J
....'.-.
''',
; .;.~ ')
I. ;
'0.."
I
,
,
,
I
G!\K '.~~'~'
~153 LF OF 6- DIP WM
(FIRE) WITH TEMP
SAMPLE POINT 0 BLDG.
./'"
~. )
'3,\.//
//
/
6.x6. TEE
6- GATE VALVE & BOX
I.&J
0:
~~
",,../"'
~/
/'3
//
192 LF 6- SDR 35 P~
SAN SEWER LA lERAL
o 0.70X SLOPE
j
~/
1 1/2- WATER METER
AND REOUCE PRESSURE
BACKFLQW PREVENTER (POTABLE)
CONTRACTOR TO COORD IN A lE
WITH THE: CllY OF CLEARWATER
FOR METER INSTALLATION
i
... -'.. -----i... _... _... _... _... _... _...
IRRIGATION METER, RPBP,
AND IRRIGATION UNES (BY
IRRIGA TlON CONTRACTOR)
t-:-... -... -... -... -.
,W
,
i~ .00 1 1/2- IRRIGATION METER
:0 AND REDUCE PRESSURE
...-_.. m.... ....... ...... ....... .......5'1 .L. ...... ..m.. m... .mm ....... ...... m.... _ _ _h' .......
I 0 ~ ~~~~~~~o~Ri~~~~DINA TE 6-x2- SADDLE WITH 36 LF OF 6- RESTRAINED I
,0 WITH THE CllY OF CLEARWATER 2- BALL VALVE AND CC (FIELD LOCK OR FASTlTE 6- DDCV (FIRE) WITH
i z .., ~,~~ ~~~~~,~~... _.., _.., .., _.., _... _.., _.., j ..~~~~~~I~, _.., _ ,.. ~~~, SA~~ ~~, _.., _.., _.., _.., _..,
m...,,~, _u m ~ ~~:~~',~~: ~(~ 315.23' ~
.......... ....... ....... ...... ............:..=- _-_~......::...:...........::.m_..~,.<~..E:).j.;.A'K- " 5:~......::-.;.;-::.. ~~..... .....:;,.::l)i,~(. .?(~.::... ...... .............. ...... _ _ ....... m... ......'~........ "'_ _ _... ....... .... 12" WM.... _ _ _. .___. ___.. _..... ........ ........._ _ _... ...... ........ ...... n'" n.... "'_ _ _... ....... ._... ............. ...... ...__
2- 90' E;LBOW
(TYP) I
6. go' ELBow
(TYP) I
:"::/,\
..',:t:;\
, ~"-"';'
\' .^, ,/\ "
.:) ();\~< ! ,:1."
CONNECT TO EXISTING
~THCOp~C~~O~~TER POWER BOX L E,N",,,;:~A VE N U E O/'K q";t" ~~St~~~i~~WWER
CONTRACTOR TO FIELD
'. ....:.' :.,. '; '.In .ff VERIFY LOCATION
~"".)'
: .'
...~,..I
.n... ....... ...~ _ _ ....... .h,,__ ....... ....... _"u. ....... .u._..
--------
- ;. ! C'7"X7" BURIEDli-, .. LOT 1 ;:*~: ,'."
S. R/W LINE PER 12-x6- ANCHOR TEE W/ d I UTILITY BOX" " THE VININGS AT COUNTRYSIDE ....
PLAT BOOK 103, 6- GATE VALVE & BOX I! .j ~';" I? "PLAT BOOK 103, PAGES 2 AND 3
PAGES 2 & 3 g~~1!:11 J'i:E \, ilcz~~~::/ " , 1 )1:6' , '.,
i ~?4J //
: (j 4..J ./ I ~., ,.-;.-:::.-
/ ~ ~ /// ,.~. -::.-;':': :.:.:~.:. :::.::' :>:. -'
~ /' ,:! -.JCf ;/ __ ~:;:: -::3~X 3"METAL METAL POLE
QJ !<J,:! it (I / ~:.- POLES ~TH 1
It /lI . ~ ~~ ~:;:/ METAL BOX\ }-;. ~-;"':'1 '~';;. :-'::c
O~. w! ;: :., is . '"A "
it '9 ~ .~lJ:: METAL POLE . /::'~,'> ;;;,.'if,:~. ~I
:::I: :.= ::;:..,: =:::.;~..... I J'" ~ ' b ., ./' ""
r.'I.(:"/'~,..-~.,i:,..'_:';)"-'\,:." . ,1\ i; . "~7\ .~~~, 1/ />'f:: /.,-::/>;./ ELECTRIC
"" i, ~)., ,....~.::/ _ '. ~..:::.......:. </ BOX
I I i I \. \u...' (I i · ._~'~~:::,
fh j Pi ;:" ,\ "- / :.yc >~>'" . .~ GATE REMOTE '/ '"
__ _ __ .i ;;,: J~ //~,' ~'X C;)" _, ,~:) / ~S"''''~<)' "~~1:''' ,.". ME> AL POLE "':I!'/"'~"";'_~;:"~"""':<""\'\"':
'-. ...... _h' ....... -.. ,'- -?:\i/ . (1 I if'! /. .." 'X""~' ":" // 7.
; . /~- ..{i . ' l'i'..'J',5' '. '~<:j_ .,. . .
.. i i ,;"--~"':'\.' /'" /, ". . .
I I r~" " / " /'. //_,.,;:./' '.~'~'L('i./
<Ii I I ~>> ~/ /". 6'': / '., Ii /~: <*,'
.... i ~ 0> V ' rV . ".~~>" / /" '~\~\\1 C',,, .:!tu!C/~/
,I ' / ( 'f" ,Yj/" / 00-11.'
/ () It.\.. " 'v' c: ':~ '::OC' .c;:: : I
/ 1/ ' ! ,
Q!'r'..
, r
i )'1>
, I
1,/
(j,<\K 2)"
(.:/ '~r""',
~<v ":>
,J..,C} ~<::)
~<<:- '?'
, ~~ '1-
O~ (;0 <y0
V ~ ,?-G
'?- ~
o
~() :'),
~ ,()
~" ~
. .fy 00
~'<.. <Q
~
~V
~
~V
~~
^'~
;)V
~
ASPHALT
ii
I
I
I;:
,"-.
,(f)
'U
...,;:_ c:''l....
./
/I
11
i
1_ "u. _.
I
"
I!
'"
/f
/,'
!/
"
II
u II
// /..
// ,1/
\\ .~I
,....~:.//
""
"
.~-~~
^
........
.-......... -....... -.......
- .....~.... ..,....
........,
u-
I
I
~~~
~~I~
::E C)I~
a:: (/)
~
(/)::E
o
o
o
o
o
~O
o
o
o
~ /
C/l'
4()1'()/\~
I
z
<
C/l
I :
"
i;
,I
"
i;
, .
:1
I:
,
, -:
..._..._..._..._..._...~~
~:!\
~.:
\.
\.
:......... .......
~\ '\
II
1 t
i i
\ ,
i \
i i
') i
11
i i
! !
i i
1/
, .
\ \
\ \
II
j !
! !
i i
c
<C
o
a:
(f)
W
Z
<(
-.I
Cl
Z
:J
o
m
[!:
:J
o
(f)
to
,
! !
: : CONFLICT i
1 1 SAN 6- PVC - TOP = 5D.~1
, 'STORM 24- RCP - BOTTOM = 50.75
mi i
it:;Li i
Igi I'
lID! I!
1 ~:~. : I
'.UL.-cl '
: I I
i .. in
!I !
':0
~'iO
rlid
OO,il")
"
. (/) il
... -... -... -... - .t.... -... ~
(' _U"'_ "'-10": SAN- ""_
I" :
m ....... ...... ... ..... ....... "'- - _u ..-... ..... . .....12 WM _ _._.1
SANITARY MH I
RIM: 56.39
"ii<. :.1.:
\\
\\
q
I.
"
\\
25' SANITARY SEWER
EASEMENT OR 5473,
PAGE 1388
!j
il
/,
ff
If
Ii
/I
lL ....
CONC.
;Co
1 '1
TRAFFIC "
SIGNAL iI!
BOX
!i; iI i
H i
Ii
Ii
Ii
,:
I:
Ii
n
II
:1
I ,
.1 i
I !
i i
! I
i i
II
J:
I-
o
o
m
z
W
..J
..J
:J
:!:
(.)
:E
45'
. ...
i i
II
I I
, I
! !
i i
II
\ I
\ 1
i i
II
1 1
1 !
i i
II
i i
: ,
I i
II
I \
i i
II
I I
i i
~II
:J' I
U' :
: ,
(ji i
~ II
.U II
N, ,
f !
II
II z
!! <( i i
- II.
I I Cl
~ II
Z . I
wi,
> . .
<( ; ;
~II (f) II
-.I (f)
;i I !
Cl ; i <( I I
z 1 I ct:
6 II <..:> !'
m ! !
t- ; :
~ I I
W II
ct: . .
f2 . i
W
z
<(
-.I
z
ct:
::)
t-
I I
! 1
6 'I
\, ) }
\.... ,.~~. ........- /1
50'
i I
I ,
II
1 1
I i
! !
: :m
i i~
! IU
, ,u
i i~
! iu
i i'N
! I
w i i
~ II
i i
! i
i I
! I
i i
II
i i
! I
i i
I I
II
i i
I I
j i
i !
, ,
I i
, !
........ ........
~ I
'I
i i
/ I
! !
i I
I I
1 j
i i
"
, ,
f i
i i
i i
i i
; ,
[ 1
i i
! !
i i
! I
i i
i !
I I
~
'P
I~ t
~
I")
0)
1O
t"',
>- z
I~ u
::I: ,','
~5
I
C
c(
o
I(t:
en
w
z
c(
::I:
~
:";-~
~
EAST WEST CENTERLINE SECTION 28-28-16
SBM
EL: 57.69
SANITARY MH
RIM: 53.63
v';
~.:{
:'7.
~')
;'"')
i":")
,....,
'--~
.,',
,
..-- "~.....
,./ ,,- ~........ ..'\
f I \ \
i f I i
II L I I
.~r
,. ..A; j [
! I (,;
0:(
(1;' i!
'-.j ! i
II
, ,
j !
i i
i i
! !
i i
! I
i i
! I
II
! !
II
II
I ,
: !
iJ',1
i i
/ I
1 i
m' ,
ct:' ,
all
~! i
81 i
Nil
i i
! i
.'/
<-:,:
I I
II
II
i !
, ,
i i
! !
I i
II
j i
I 1
II
i i
I I
, ,
i i
II
i i
I I
i i
, ,
i i
11
j I
i !
i i
i I
LEGEND
:/.....
y.':
EXISTING UTILITY/POWER POLE
EXISTING WATER MAIN
EXISTING SANITARY MAIN
EXISTING OVER HEAD WIRES
EXISTING SANITARY MANHOLE
PROPOSED WATER METER
PROPOSED BACKFLOW PREVENTER/DDCV
PROPOSED SANITARY SEWER CLEAN OUT
PROPOSED STRUCTURE NUMBER
PROPOSED VALVE
PROPOSED WATER MAIN
PROPOSED WATER SERVICE LINE
- - -12" WM--
- - -10" SAN--
OHL
o
.
IIDI
CO
.
(ED
....
WM
0' 20' 40'
~:, I
SCALE: 1" = 20'
II 4.
i .
i i
i .
,
\ \ 5.
\\
, '
\ '
, \.
, \
\
. \.
\ \. \ 6.
" ".
'''.
.... "..
" "'.
",. 7
<' '.'
. .....<",
/' ,/
I ,-
I I
, I
.' /
, .
; /
! I
, r
/
/ ,
. i
r !
,/
,/:-</ /
/ .../
/" /
/
WL
FIRE - PROPOSED FIRE LINE
- - - ST - - - PROPOSED STORM SEWER
(SEE SHEET NO.6)
~ SAN
PROPOSED SANITARY SEWER LINE
SANIT ARY STRUCTURE DA T A
S-1
CONST CLEANOUT
TOP - CONTRACTOR TO SET AT GRADE
IE = 49.95
S-2
CONST CLEANOUT
TOP - CONTRACTOR TO SET AT GRADE
IE = 49.42
S-3
CONST CLEANOUT
TOP - CONTRACTOR TO SET AT GRADE
IE = 49.00
UTILITY NOTES
1.
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION
AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS
IMMEDIA TEL Y.
CONTRACTOR SHALL NOTIFY AND COORDINA TE WATER
SERVICE WITH THE CITY OF CLEARWATER.
CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WITH CITY OF CLEARWATER.
CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE AND LIGHTING DESIGN WITH PROGRESS ENERGY.
CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE
(TO PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE
WITH THE LOCAL TELEPHONE COMPANY.
SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW
PREVENTER DEVICE. A T LEAST ONE JOINT OF DUCTILE IRON PIPE TO BE
INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTER DEVICE.
CONTRACTOR TO COORDINATE WITH PROGRESS ENERGY FOR RELOCATION
OF ANY POWER POLES WITHIN RIGHT-OF-WAYS.
CONTRACTOR TO REPAIR IN KIND ANY DISTURBED AREAS DUE TO UTILITY
INSTALLATIONS. CONTRACTOR TO ROOT PRUNE ANY TREES IN VICINITY
OF PROPOSED UTILITY INSTALLATIONS.
2.
3.
8.
9.
10.
FIRE PROTECTION NOTE
1. THERE IS AN EXISTING FIRE HYDRANT LOCATED
APPROXIMA TEL Y 650 FEET NORTH OF THE NORTHEAST
PROPERTY CORNER ALONG McMULLEN BOOTH ROAD WEST
RIGHT-OF-WAY LINE.
2. THERE IS AN EXISTING FIRE HYDRANT LOCATED
APPROXIMA TEL Y 400 FEET SOUTH OF THE SOUTHEAST
PROPERTY CORNER ALONG ALLEN AVENUE SOUTH
RIGHT-OF-WAY LINE.
3. THERE IS AN EXISTING FIRE HYDRANT LOCATED APPROXIMATELY
150 FEET WEST OF NORTHWEST PROPERTY CORNER ALONG
CHARLES AVENUE AT THE INTERSECTION OF CHARLES AND
DANIELS.
5
g Z .."
~ e5 0
.J. J: ~
N (f) ~
o (f) .....
~ < 0
,
o
z
.",N-i
SUOls!^e~
a.
:)
o
a:
"
z
c(
"
o
::E:
W
::E:
....
w
>
c(
wtn
OW
-..J
U-a:
U-c(
O::E:
..JO
c(olS
o
-0
~a:
:)::E:
tn....
:::'0
c(0
om
-
Oz
Ww
=t..J
..J
:)
=t
()
=t
+'
o
Q)
...., Q)
0-
ct~
CD CD
C _
U c
en c
N
....J
CD
'" N W
W ....J .-
:5 CD :::i
-6
c
u
o
........
"0
E: CD
tJ) ~ E:
'ii CD ~
CD .s:. E!
cue
'-
';':.'-,;,';">' ':":0:.,;, ":Fr~: ::.,:,',:: ','::J<,::
! L ,," ;"
~'" ~.. +t;ti) ,
-.,1, I ' 1.5' CONC COLUM
12":l. I l
,........:~-:~~~..........
...... .
"
':;~< <"\'
I 1"'" . ' \~
; ';~< ;'..,i:: \1
1.5' CJNC IO~UMN ~r-j'''~'::'':'~ r
~ ........,:<( -
7' SIDEWALK EASEMENT: : i"'~r~""""'T' I
Ii METAL FRAMING i I~I ;.~ i
!\ WITH 1.3' COLUMN~II I : /15 '
\, (UNLESS NOTED ; I lfl I
II ?THER~SE) ! I : li~
/(:::, .::~: .:,-:; '~^"I ..,J,
'I 'j
Ii /'
. of
II (/
Ii OJ !J 1/
i,' ,5' U) /'
V) Q .~
1/' ~ :~
! u.::::> !.=
~ Q ,It;
I.i 8~ .It
~ !,'"
Ii /~
Ii !!
1.1
!;
, ;
-'. "1
~
01
.S
c:
IS
it
.
1;
....
is
~
.~
~
.S
~
tJ
i
i
~
I::::
.
01
.5:
ti
.S
~
~
~
(J
ONIIO
~ ~iH~
tl)0J
GI').
~ .
~ON
C/l'l:lN
.~ .
...rOtl)
B~ilO
L .
"'ox
C/l 0.<
O'ElL.
co
:el-~
i 8
~ :..
N ~
o .
tI)
-
110
1L
:J
Q
It
[2
.
OJ
N
...
cfJ
tI)
10
~OJ~
;;)ION
II " "
...tI)
.- tI) )(
OJo~
'l:l
t5''L:
UOIO
o~o
- 10
D. . tI)
.Yo..
L"'_
OOtl)
D.~~
00"
IIO..!!N
tl)U"
z
c(
..J
a.
tn
W
-
I-
-
..J
-
....
:)
+'
Q) Q)
Q)-
5i~
Sheet No.
C-7
.(
6
~
~
~
j
~
o
~
~
~
:?
i
:?
.:;
~..
~l
:i~
. .~
::::)0
E
!
0;
I
f-------......- .,/1 ~_HAR~,,~p~:~:~ VENUE /I~~~~
0- - --- m.__ ..... __m".__. ::::: := = :::::::: :::::: ::::::.::: ::::::: :::::: = ::::::: ::::::: ::::: ::::: ::L ~ ~ J.. ::::::: :::::: :::::: ::::::: :::::::: :::::: ::::::: :::::: ::::::: = :::::::::::::: :::::: ::::::: ::::: :::::::::::: = = :::::: ::::::: :::::: :::::: ::::: :::: ---~ ::::~. ______ :::.__. :::__ -- ---~: '-... .... _.
1~ !~::,..',';", :,~',: ,~.")" :;,~"L:~(;,,:" :':':'4~~;;.::::pl!~~....<~ . ..aD. ~HI,~;.:':S;:<::":~~i::::~>,".;.;::<":,;:":, :.J~~~" :j~::::","~:: ?:~;,:.: ,::. :,:~:.j:~:>,,~.~:; '.:::.; ~'
~~ ~,.'t~~~ti~J~~~~~..-~.-'~I~~~'~~I~~~~~~~~ ~\
r-:-\ j. ~~. .. . . . . . :~ I"'l~: ",1.;"'1.,11,. "",.JFU;-<l.,,,tJ;:j.;';U.II"'rJ]J'.-1.""j',!,lJrITr'.-- ". . r,-i"'''fF''''i . . . . . . . . . ., ...... r '{~":"';;F:ln'i:::'I' "::]~':- ). . . . .. .... . ~.{ 'Y.)' "-.. ,
/ 1 \ I..... .......:A> . . . ....... "Iir('f' j'j'~f -- .jiJ["fj:]!:!:'.i.~rnifiW1'T'i-.{!i:["rW(T..L"i:[!:li:r': ."'~~ \ LM / -, 1'l=-u,. *nI=-11'r1' .' ....................',' '.... ,,<" . . . .). . \:!'LU;:;:''Ft~ ":.Tt'.'" " '.' ,,<)' . . :10)' . ~ '.' '. :'f '~ ':~ '? .~ 'i. . . . . . ~.5:' . ,'\.: \. \..
.... "'~."" . '-f'I"''TIT" . "Trr-!:l[]~'^4tlmr "...,.L . '1iTiU.~'I'''"lli''l ~ m', .--ill.." ,'i.... ,.~:'il , . ..- . . . . . , . .~~~VV" . '(l' . ,....., , ----. . . ~V " . . o. .. O' .... ~;' . \ ' ,
\:3V /:; ~~-:::::,::::: -:::::::::: .. ~#ffi:~;i;.!;~;;iJ;T; '.lIIli:~,.1jt,[\1~~:, ~l" -:: J'~:)""'" ',".' . r~ )~ .'... "{<; ::~;',::~". ,':-:- :,,: -: -:: -:",; -:":- {~-:::<: / . ~~<:: :'\ \\':",
i ~ .... ..... 4';':'i::.,,~--";hii.i--':" ";f!:t..~,.;:[:.;:[:-<[:...~it--,;m;: 4:.;'" ':':'. '- \; ~ J "~'.':'.' ~~,;. ,). . ~h"" .~,~\ .... \
~~. .. . d /1\' l..:,:j --,:;Llj':;::11' t..l..., ':;;[Iy ,j1i}j';:JL: :U. J.i J.;:r.:..... (\ /2\ - . ,,-. ~ . ,.. /28\ ~ N.~' ~... \ \ \
[ ;:' ..... . 4d. ,'lI..L~. ,.. ,L j,[ ,J"ITL .,.lIT;...L ", .Lm.' . . 2 ... . . 28 r,..v" '. jlo'~'\ " \
+ ..~..:.. .'::':' 4 .... ..:~ ;:-- '. - - - - - - - 1'.:!,mt~J:.'tj'i1:\.( 4 ;'Jr:.bIT.ffi"nj,:. . <_~ : \ AR / \ LMM / I $.'81" . :- ~k: \. ': I,
I::~l:~:::::::: 0' '" \:3V /1\ ~ /1\ "'n" : ..:.~~: v" v"'~. ::, -: ~ ;r:l/, j i
1[1.:1<-:':-:': . 1 ~ I ~ U .~~i~ .-:-:-: L U 0 ~ ~ u- I I~': .': ~ "bP~:!"'.~
. ~ :-:-:-:-:-. I r.rp:.fHW . . , . . . IC R:' ~*! !
.:.. <<<<< .~ . I /1\ (72\ ~m.!..ri'i . U': :. ~>.'l II
! I"~ . . . . ' . . . . . I \ QVV / \ RII / ./~ .n'Pj::);!j . .' '. ~: ;.' ~
I "~'.'.'.'... 'L-/ "----/ T :l:, I - .'. ;: :. <. ~ I
.~()+"'",."'I::. ~~ ~:::: ,,:, ....:: '.:, '.:: .:: ~.:.~ :: I \!!V f3\~ ~ 4 4 ":,.'...', . .' ': ~ '~""':Q:' ~.,:'~.:: :.: j1
.... Ar-l:.lfTIL!.~":..~'r,.:.lJif:',~ ':.::.ml\':""" . r-' i
fl. [i?-:': .::: !i':IH~!r 'i:TD~lij'r "" h .
tOti!e<>.:. ,l;r-" ~~~~~ \., I ~~~~?l:r ~:g:E.~~/ ~~~ ~;~ r:~: :!l i
1:::>:.:-:-:-:;105\ ). . . ., -Ii TWO STORY - 19,560 SF ~r5 ~ ~ ':'.. u:~ I
.1~:~;'~::: ~ /24\ .- .' ,," FIRST FLOOR = 6,600 SF ~~~ ,...".,~ .: "~"<N I
""A~:J!,tY1:~' ~5TJ (f;) ~;"~.:~" SECOND FLOOR - 12,960 SF r=-\81 ~~ t:).n: ~tt ~ i!
.~ ...... < / :J \ ,,, 4 / tjl \ I . ~'v.. M . . 'tL. ro 10
/:/ .+:.:-:-:- \ WR / / g.. ~ t;....~ liU
// '1'..)' -: -: -:.:-: ~ ~~ -: -: -: ~.b ,N
.( : ~ ::~':):':::::: \ f35\ ~,.~.:,!... ::'::- ~ ~:~ ; I
~, . --..,..--. \.<: J 12'" ~ ,-.. i i
- -" \. ~~ 1~:;: :: :~ ') '/110\ 18 "c~'1J\;~" ~c. ~ " ~~,- s;"'~": -;=" '^ E:5 .:,,~ = ~ ~ ..J ::::.:c ~ f: "
~~ ',:'6\(<r..li=!~< ~)\rfq~,~\~\. ~ 14' I!'![~ll[~, "f6\\!V"/p6A .~~, (;;J) ~ 1 " .L, ~:j:":-::~ ::::;#: f:: ~ ~p~ll i i
o I' )-l~'.'.~.'.'.' r7\- 1\' '( J;;:;'\7\ /\ \ , "'L . ~j1!\ii ---.. '. i,,-,, r-:-\ /f " ... ..... ...' " . .. .I! .
~ N :...... . . . ~. . . ' . . 1--/\ -" r=\ ~\-i;J~41,H[\iil\f1ll"~ 14 18' ..L~ r=\ "'" ffj\ l\ ~i\.. / 4 \ !l\ (. :- ~:- :. :. . . . ~ t&:J. :.:- )-l ~<', 1 ! I
~I~i::~:,~~' .~-.~ ~ ~ ~.~~~ .' 'O~~. .:::j':~~:~ ~i
~~:~::::::::::.,..__..,. .';.) I ,-~~'J tr\L>-I~\_~~\,-\i~ \~<~ Tj?IU ":',; ~~~:~"::::i ~i
.. S" I ,r... j' .r :,. '."''- ...: . / \ ) I (, \ / r' / \ \ 1\\ / / \ \~~ '\ ) t / 1\ ~. . .. .... ,. j I I
o 0 )000' . . . . 'Rl~'>'" T ..-'tr. J 4" IRRIGATION /1\ ----k-! ) -/ -~ - . . . . r-. ( I
. .f.. . . '0rq~r:::_!irf;fr~ru /1 I ~ / \ ~[I ;,',~ta~ \ 1\ I' / \ 20' CONC ETE' )-l .... i , '
~ 0 . ~ ,: -: ,:-:-:. :,frH1,JlliillW f I............ SLEEVE (T'IP) 1 ft- '+- >\-; - .if~i -- ~ Io.! ,I) ') ~ L-/ - LINTEL (S E.rijE~ )-l J:t. i j i
z .' .. . ." I'" -. - I 1 WI"".,' ..... ~: k\ / \ / [T@(lW!~:":\~l['i==jfi. \ li.iilltii{:.r. j:-;' . r-- '. ,....... .'. ) I I
...' . ~"', ~ -/ '"7 r,""l "'1" l -l'- /- ""P'='I' "=:r~ - \- ~~;'=11f' ~ .. , . . . r- I
/96\ rl: :~.~.:.:.: I \:3V ~ :i' \~K~ . 4- I-V--;; ~;L~:"'!lii~~/- '~.:.l..:.:.:m':-{ f) \. I~ x~:::::: ::.:.:. )-l ,"ft] : ;
\ VS / ~.....,.,~.:- ...,-. ~ . 'uff #.l.~ . ^ \/ V \ / '-\ \ /"\, / \ / . . . . . . . . .' .' )-l ~: I' . .
~ .~ ':':.:.:.:~'" --V -v. -r '" ;:..",:. ./ ,WW ,~ -,- -'I ~ ~ ~ \I :-:.' <<<. ~ -:, .'
I~'::-:">:-':t;(~~~"' -l0::J.;j~~:J--, 1 ,j;' ------. ~ '~/' :;\)('!\/7B;ii,< /75\ '- /~,~ ".>" ~i~' ,"
r;::::\95 r;::::\65 r::::\ Z(~7\ / ~6~ "'-IY '
:,,'-:' . . . . . f-1;- - 1.- --'<- / ~:J \ / b:J \ / 75 \ ' .. ~~ eO' ... , .
I .~ -: -: -: -: . > ~ ~ ~ <_i.. :.i. V I ~ ~) - r-:::\ 0 : : : : :: ~ ::::::... ~::, U ...._, i
. :. . . . . . . . . . .' \ \7 \/ \ \ I~ \ / ~ ~ ~ / 5 \ . . . . . . . . . . . '. ~ ..'1 n
. . . . . . . . . . . '.:..: ---'- ~ \) r-;:-\ \ WR / \ ' . . . '. '-- ....... ~ :.., ;! ;
:: : : : : : : : : : :~.I.... . 11: l.._~ ..~',~. ~. ~ .1 /\/-~ Y / 2 \ ~ 0 :- : -: -: -: . . . :- :. . '. : .' -: ;; ,
t..... ........ 'i~1";,,'~'rrAl':~I:n~1!.:;:J:;. ~ .\ J~5/\\ J \ LI / : .'/.... 0<:),...... ",
'" ffi\' . . \ "',.up.!.lm' ')'~~:'," .L:..:f.G..... . :"'y ~JI L-I ~ ,,- T.... T Y Y Y ~ . . . . ,~.:t . . . . . .:'" looi . .;
... <;,""1"")'" ... ... \ 'TJ.lli. ......... .. ~. ~! I. & ......... I VI
. dll!t... 'j'I';i":;Tli!n~ili;": i'r-;' 7: Iri,~'::ur;', ....~ ~i't'Tli T T I I I. I '.i
." \' VsJ' . \ ~)..n.::iffrlJ#J)li'." "~;: '\~"\---: ~:.:.I-'.~'~~ .F.!.... I ( r.-tt)~\:FlAn ~ lTi.' . .' . ,:!.-.;"':-!:: ,:::.il'::.1,":'. il':".1!. ,-:,. .' j
" " . '. .' ..... l..' ;.1," ';':;~i~:;':iL':!;' ~ \ / 'f '-("':" ;: I . 4 tf.tW:llli!~ ~ 'i'L--., '. "('-: 1~1"[~rr,~!l-:l . W 45'
~"..", ..........\:,. ..:!:::.:.:.---:q.;...:.7.r....... 11('-"'-:ifit~... .".j~-'"-''' .~;~. ..-...-...-...-...-...-...-...-...-...-...-...- ~ ';'::.:. .. ,1.i'.frif!ffi'i:hf""1! ..,~
LLJ. . . . . . . . . . . . . '. ''''''Jlrril.!1nJP.:.!ffi'. ~ / ...In( i .......~ - - - - - - ).':mLL :"nt::. . ' :'.".m":'ffi":' . -
. . , . . . . . '~~'i"~;"f~g"r~1:ilJ.l. rr- -- l'!~iF'Ii.~;' 'r~n ~ 'I!~' "~~lrn:. ,.,. .' ,
.. . . . . . . . . .', ""it' t.::.: r:.:.l'.li..... \/ \ ~. .,. "-- :;:j:f!:':j'" " ;, r-:::::-\' T;.::: -- m!:.. ,=, I . -.. , ., .
... . . . . . . . Q' <. r~.,.r.:;:J.!; V '-- ":';1!!li'r.......... / 20 \ "'IT ___ _ ... ~i:', '".:.lJl!:'.rq: n:.',".. - .
~:O<.:-:-:- :~C1. -: < :>:"'-." k I I ~ ~ ~ I ~ I T T'T'-\! ~i.:...::...... .~M ~~ I T T T I I I I I I 1\ ~ I T T T ~ J ~ ~ I I I Z 1\ D. T T T T T T T T ni;:::;':. ,~. . --;n:--." .,.ri:""i!!f.H'iW;:';: .". ::~Q':':'. . .
% o. Q. . ' . . . . " " "~ . .. . . . . . . . . . . ." ;--''- .-- ,--'. " .. --. ..; .: .: .. ;. ~ ~---:---. . . SO' Q';: ~ c" .. "Z . '. ,n' -- '. "1" . . .. .. ._.. . --...: ..~. U "'....~.Li;;.< I*U;.::.:;[" . . " . r-,'-lI' . "0 "-
..... --. ". '" ... .....G~ . ...........---... . ... ................. ....-- -- ---- -- --....... ...........--...-..... '. . ~ 'f3O\ ~ . '.. . . .I~' . . . . . . . . .SOu . . . . . . . '. . -- .. ................ . . . .. . .. '. . p .. '.. . . . . . . . . . . . ~." ~ :j ~
10 ~ \(.) ", ~ .,,~ /2\ ~l>' /B\ / - o!~
jz ...- ...- ..,-...-...- ...-...-t\/ .~9:37'i7" W.F 4'315.23'-;:.:::;:-."- ..._..._.~ -...-...-...-... _\;.V ... -...- ..-... -...-... ~ I -
..... ". .... ...... - - - _ - . . ... i \; . ~- "'. ~ m -'7\-. ':' ..l-'Y."'FJ. 89"36'56" .J.~ (' ,,<1 \7 \ ~ /"'4" ~ '- IIlm:. /116\,
. ,.<._,-, '..', .,' /',,, ,.. .. ,.' ,., )py: ~ -1t- ki < I AA "'/\ ~^\. rA7\4L.. \):' INSTALL AND RECONFlGURE \ RI / ...-. .
',i-,\ '-(t" .. ~~~:.~ I"~ <'y., !. I', "':':':':':':'~~:':':':':':A' . <t:<L":e'N' '-:-:A: '<v'" "'::~"u'-: :15::"'~\' ~\ ~:~~l1~U~YS~M~~ THEvc............. .......... . :
.. {, K o. ~ CONe POST . thG. . . . . . .. . .. . . "/" ... II!II .. ". 0<::) . PROPOSED ROADWAY WITHIN . .. . . . . . ~ . . . . . . ,
,.. ,., WI~HPOWERME:TI>R..~()Wrn.l'lox..... . ... . . ,. ,,~~.:'.. '. . ...:.: ." '..ft~; .1.t..~.",. ALLEN AVE AND DISlURBED ............<<C::) .<<<.:-:-....>
k'~' . . . '1' . . ,. . '............. .__.__:.i~ ," '.'~ '~".'..' . t~. :""":'..... .'. .'. . ~/.:.. .'...~ ..;..... AREAS ON "THE VlNINGS. ...................."........ .....
...--.. ......m ....... "'- - ------ .---. m' ....... ..- - ----.. ---... ..--.. ...... ...- _m --.... "4' "CS/W - ---- ----..........~......~......~....... .~-------~.....~......~--.--~m~4;....cs/w....---....._.~;G:;:;B~:..:..V~~--; J . ' .' PROPERTY. - . :.' . " . . :' ',' J . " : '.: . : . '. +--..
f ,:::::; ":::::~.:::~: ~.::... ....'" .......,~_.-;;:~:..---....:'}(..:;.;"~,.-:.:..:::.~:.:::....".'.':":' . __:: :,'__:;;;;;;';:::;-: ....... - _... .:::~::::.';;;;;;:"''''-..f(>'''''--:;''''~}'':''''- ..........::; I..;LI.)'. . _\. _ _ . 1 '1IIh~\\~ _ _ _ Allm... :..:. _': . . '. ;:, ...., f. : '.:.,. :.
. , -- .... ----... ...... 'r'------' ...--' ----... ,...,....., ,,,.,'" ", '--.' ".. .... . /. '\1 . , . y . J' . '1Z' . . . . ~L -" .......--". L....
0~~":~IN~G~'~; U:~~~~E~SE~';~:~'~'~)~"(' '~:X':'" :,Y:-',,:':-,; -,,'~ ~"""_:Y:'~~' ~:i ~;',~ '2iYl "'Ii " " --- ~ ". . .. \: .:: ;:::, ' :..:..;- ';;~: ( :~ ;~>, ':><~; :~:.:.t. "z \
II 'I.. '" ' . , . .," "'\'" ',.: \ '2. .. .,.... .. . ... I' ~ ./., . (f)
!I! r',. ';M--.I... ..~.., \. . ...'-" "~.. .~."" ! U
- - - - - - - - - - - - - - - - - - --T1" -!-;::-;:-.- -1/.-"'0:--- - f'i;"'- - - -'~.\,~!.':'- - - - .'. .. '.'" ,,~;,.::.-.- - ,< '!Xl
S R/W LINE PER II : '.'1 X7 BURIED/, ,..... LOT 1 <~~. "'."1 .. ...... ,... '. .. ';.ir' I 1.5' CONC COLUM
. I ! UllLlTYBOX/, "... THE VININGS AT COUNTRYSIDE ....). .....:.. ::.....: .,1'- ..'~./'/,/:...:. l TR'AFFIC I!
PLt;G~~O~ ~O~. il J. ,':" ,;/ ' J:LAT BOOK 103, PAGES 2 AND 3 r '.', .: ...20;/ '; I ,...."::..'-, ','< Slg~:L II
\\ ..p:. ?~.:/ I;' '...... ...., '".... ~'.' . ..., : : . : :> : I! " <', ;\' 1..... 11
,~. / .~:~~:::o~..J' l/ >~~~6" ";~~::..~... r':'ti<'~ /10\ / :::~~~.::~.;/ ~Qpl ; I :,,':;{~:~ '.'.\ ::
~ ! ~ i~ /~ .,c o~ c~ \:V -: 13. >/1. ,.;' \;) !'!i~., \1
~ #,'v l J l (/ 1<>"" CO 1~~iM~J~I.:; c, :::; . 15" cle UUMN ~~~~~J r
"\-...:' ~ It!j f ,f::; ~ METAL POLE ~ ~.;; .;~.~~~:.)(> 1./ '7' SIDEWALK EASEMENT!+' "i'" ~r~ 'f
~'v ...... t '-'" t I fry, 'J / '" I, METAL FRAMING i I.....v-l 'i~
1'::- ;:;1 ". ~ f(m;;~~..:(~, \ '''-::.;'-' .~.:: ::) "". : "~~\ .~~~, /jOJ ,~/ .-:.. _Y'/ ELECTRIC \\ ~~Lk~~ ~~~E~N~I i i i !i~
II II" \, \c, i....... ".' "'''., l~co.~.:f. \ .. 80' II ~~"~SE) I I j (.,
:1 h: II ';':' (~\\"';(./ ::)'C ;<,:/~:'~\\ "'S,o ELEBCOTXRIC ~;~"RJ~T~~POLE //~',':",\\ \{\ /.: :::: :::',,:':,:."~'~'7 ; ,..--if.---..i:
i~ I' !i;~~.. /l ,....... "'",' ,r.., ,..j;;;;Y.... ,','I;~.(','..;~..,: \.'., ./.,1 25' SANITARY SEWER
'; ! i i ...... /. ~ r, ! . -1(!,- \i
I -D' , . 1'" x ...... ,.. / "'(' '''''' .(/ . II ;, EASEMENT OR 5473,
'-. ...... ---- ....... ---...I! ,"-- -(:'~'::.:/' /1' r'(......~,'. .>, '~,.'.. //. II -)Ii ", il /1 I' PAGE 1388
, /i~ /'j , .11'-.,...c'S...... "<"," II il /1 OJ f5 (
<1/ · , I r;~:: ~~'- , " / ^, ~\:,I 'Ii.')'" ~110"/1) j! 1.,/ /l ~~i
, <s> i 1 / / .... 6'" /...... /. O.:t-!.~
i I . v r ,/ ...... OS' ....... \\ .. . .,/' II /: U i-::. ,/Ii!
'\j / / ( () i .~, :.---4-...... / OQ'...... ':'<~: ::," .~~..:1 ,) / il 1/ ~ )~
!, t '" y q,.o, .;.... /" . /,1
/'.,1 "
/ 1-...... . '::::'..::: 1/ (
G' "I'-. /! /1 '
, i I ...... // . ~'" ...... ,.'/'
, '\.. ....... '; 1/ ~
i r ..... // ; I ' '..J../,. ~
'. II J,> " (/ (; :1
\\ ~I CONC. II
1./ \. ~::.j' i:
"";'
(.'
"\----\ 0
~~ O~ 0"
GO << G~
,,?-0 ,,\<vQ;- ~<v~
y'v ~ "?- ~----\
()~~ ~~ ~Q;-
'<. ,,\0 0<<
0(3<<:-
~
"\" 'If-
~~
00
0-<0
~
~
!
~<v ":>
,.l.,c::j- ~<::.)
A...<<:- '?'
.... :0~ '"
OA... (,0 ty0
v .;:-- ,?,G
'? <(
~CJ :'J'
~ ....<J
-.\" :}-
. {y <J0
A..."" <<;>
.;:--
<(v
ASPHALT
(/ 'j"',
{i I i
i! I~j
, ..........
Ii i (f)U i
I"
II i
,I
I' ....... _.. --..... -..... .....- --.....
I
I,
11
'I'
iI !
111
/5\
~
fi85\
\!V
c
<(
o
a:
J:
I-
o
o
m
z
W
...I
...I
::>
:E
(.)
:E
/250\
~
ONE ROW
ALONG PR
f4O\
~
i i
II
(f)
W
Z
<{
....J
o
Z
::::l
o
CD
~
::::l
o
(f)
I")
II
CD I I
Ct:' ,
::::l i I
ui j
eji j
~ II
u! !
N i i
.. ...
,
o i i
z ' ,
6 i i
CD ! !
I-- : :
~ i i
W II
Ct: I i
~ ' i
W i i
Z I'
::s '
I I
I Z ' ,
Ct: , ,
I ~ i i
, "
,
, !!
I
OF PLANTlNGSI
OPERTY LINE ;
. I
! !
! !
1 !
II
II
\ !
1 1
I I
I !
! i
i i
I I
\ I
! 1
j i
II
I I
Ii z II
II <{ i!
! I ~ II
w i I
i I
! !
i i
II
II
I !
! i
i i
I I
II
I! -1
i-L
"
. .
II
I I
j j
I !
i i
! !
i i
! !
i i
i !
r I
! I
II
! I
! !
"
i i
J I
i i
! i
I I
I !
"
! ! 1 I
;\
L.,j,
. . ) i
\, ~\ .......~. .~",' //
i i
1 i
! I
i I
II
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 !
! !
l j
I I
II
j j
I :
I I
! I
: :CD
, 'Ct:
i i::::l
! IU
. .U
i I~
Ilu
"'"
'P
I~ t
.....,
I I
CD' ,
Ct:' .
::::li 1
uj i
Uj I
Z' '
O. .
ui i
NI!
v'j
", >'
0) .,;
10
>- <
I~ l::\
:I: ,y
.,
I
c
<
o
,0:::
(/)
I.LJ
Z
<
J:
.....,
j ,
i (N
II
i i
! !
i !
I I
! I
i i
I I
, I
I'
I I
i i
~
11
) !
II
! i
I !
! !
! I
J !
1 I
j 1
I I
i ;
\ \
\. \.
\ \
50'
. \
.. ,
, ,
\ ,
,
. \
\, \
'.'.
-
EAST WEST CENTERLINE SECTION 28-28-16
::::.
~~f
"',
n
,
SYMBOL
QV
LI
TO
AR
WR
RI
VS
LM
VLM
VTJ
LO
CS
PA
QP
SOD · A'
QUANTITY
/~- ", '\ 13
I ( Ii 288
II 313
I
: i 078
...~.
.. ~.~~
1 1 !"
o::~ '
'v
., ;;-.:.;
i /280
i i 116
I : 128
26
26
5
17,300 SF
7
4
5
4
LEGEND
PROPOSED CURB
SITE BOUNDARY LINE
CENTER LINE
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CONCRETE PAVEMENT
TYPICAL
RIGHT-OF-WAY
EXIST TREE
'WANE 3000" AERATION SYSTEM
(OR APPROVED EQUA~
I d
TYP
R/W
,/" <i.:;" ()/~v:
O'
~
SCALE: 1" = 20'
40'
I
~
o
TREE CANOPY DRIPlINE
".
........
....... '
,
/
/
/ /
....'" ".
/ ..-
/
//
VARIEGA TEO L1RIOPEj ~USCARI
VARIEGA TED TRACH~~OPERNUM JAS
LANTANA OVATlFOLlAI
20'
I
LANDSCAPE NOTES:
1. SEE DEMOLITION PLAN FOR EXISTING TREES TO BE REMOVED
AND TREE BARRICADE LOCATIONS FOR EXISTING TREES TO REMAIN.
2. SEE THE TREE PRESERVATION PLAN FOR TREE REPLACEMENT
CALCULA TlON.
PLANT MATERIAL GRAPHIC SYMBOLS
G9
o
o
o
~
-...............- LIVE OAK
-................ CRAPE MYRTLE
-...............- BALD CYPRESS
-...............- RED MAPLE
................- WASHINGTONIA PALM
a:x:x:J:) -...............- SHRUBS (TYP)
f:::~::: :1-................ SOD - ST. AUGUSl1NE
. '.C3 ...".
GROUND COVER
.....
'" ....
. ,
"""
TREE INVENTORY NOTE:
RICK ALBEE A CERTIFIED ARBORIST WITH THE CITY OF CLEARWATER HAS
CERTIFIED THE EXISTING TREES 8" DBH AND GREATER ON SITE WITH GIB
WILLIAMS A REGISTERED FLORIDA LANDSCAPE ARCHITECT WITH THE
TBE GROUP ON AUGUST 15. 2003.
PLANT MATERIAL LIST
BOTANICAL NAME
QUERCUS V1RGINIANA
LAGERSTROEMIA INDICA
T AXOOIUM DISTlCHUM
/
ACER RUBRUM / / /
1
WASHINGTONIA ROBU~~A
RAPHIOLEPSIS INDlC4 !
VIBURNUM SUSPENS
LURIOPE MUSCARI 'CIANT'
!
CORTADERIA SELLOANA
PENNISETUM ALOPECUROIDES
ARECASTRUM/ROMAN ZOFFIANUM
COMMON NAME
SPECIFICA TlONS
LIVE OAK
MIN 13' HT X 13' SPD. 2 1/2" CALIPER, 30 GAL
10' HT X 10' SPD, MULTI-STEM, 1 1/2" CALIPER
8' HT X 4' SPOt 2 1/2" CALIPER, 30 GAL
8' HT X 4' SPD, 2 1/2" CALIPER, 30 GAL
14', 18', AND 22' CLEAR TRUNK HT. ST~~~E~EfNH S,
MIN. 1 GAL; 12" HT.; 24" OC
MIN. 3 GAL; 24" HT.; 3' OC
MIN. 1 GAL; 12" HT.; 18" OC
MIN. 1 GAL; 12" HT.; 18" OC
MIN. GAL; 12" HT.; 18" OC
MIN. 1 GAL; 18" HT.; 18" OC
MIN. 7 GAL; 36" HT.; 5' OC
MIN. 3 GAL; 36" HT.; 3' OC
12, 16', AND 20' CLEAR TRUNK HT. (ST~~~E~EfNHIS,
/'
. CRAPE MYRTLE
BALD CYPRESS
RED MAPLE
WASHINGTONlA PALM
INDIAN HA WTHORN
SANDANKWA VIBURNUM
GIANT LlRIOPE
AZTEC GRASS
VARIEGA TED CONF. JASMINE
GOLD LANTANA
PAMPAS GRASS
CHINESE FOUNTAIN GRASS
QUEEN PALM
STENOTAPHRUM SECONDATUM 'FLORITAM'/ST AUGUSTINE FLORI TAM
NO GAPS, STAGGERED JOINTS
.--
o
~ ~ ~
I 0 "
"'It :c .--
N Ul ~
o Ul I'
~ <( 0
.
o
z
"-
:;)
o
0:
CJ
Z
CC
CJ
o
~
w
~
I-
w
>
CC
W0
O~
-0:
tf:cc
O~
o
-I
cc~
QO
CJo:
0:
:;)~
01-
'0
-10
CCm
o
-z
OW
W-l
~-I
:;)
~
()
~
+J
o
CI)
.-' CI)
0-
O:~
c
.2
CD
" .!
u "
en c
N
....J
~
wNW
:5 ffi :5
(J
o
.........
"0
C CD
tn ~ C
.0 CD ~
CD .c E!
C (J C
~
o
I'Z
co.
'--r
~D!:
...
I&.
~ II
~ II ~ I j
>
<{ .. !I
z ' . ; I
~ i I (f) i i
;ill (f) !i
<{
Ct: i j
<.? !!
tJl
.S;
t::
S
It
.
1;
.....
i
E
t::
.~
~
~
.~
.....
~
a.
6
~
.
tJl
.50
~
II)
.S
tJl
~
~
(3
~S~
~co,...
1"')0>>
II) I"') .
~ ..
~.g~
...r .~ ,;
Z Ii: iii
b ox
(I) Q. ~
OtEIL.
.S: ~
i ~
o
~ :.
C\l
C\l C\l
o .
.... I"')
....
IX)
Q..
:J
Q
It
tJ
'It'
0>>
C\l
....
dt
I"')
o 10
oo>>~
1"')1OC\l
II) ,... ,...
..I"')
.- I"') X
~c~
"
ar'-
u510
Cli:o
[[ .~
.31. I .
......... ....
eel"')
a.~~
~j~
1"')0,...
z
CC
-I
"-
W
"-
CC
o
o
o
z
CC
-I
+J
CI) CI)
CI)_
m~
Sheet No.
C-8
E
f
a;
~
~
cf
f
8
~
~
,
J
~
c;
~
i
o
~
N
~
~
~
~ ..
~I
:i~
. .~
::::10
~~HAR_LES_ AVENUE
24" ASPHALT PAVEMENT
f-..
a - -.. '00'"
1"' , " .... .1"< . B~iE5~~/s
--=rr-4 ..._..._..._..'.~..._....L..._..._..._..._..._..._..._..~ 8~:~6'5~~ E(P)(F)',nn 297.67' . G'TE POST /"~. j
\ , . ~ I ...-...-...-...-..._..._
t I,
~ TREE REMOVAL SUMMARY -
I:
;1
i:
Ii
~
!I
J.
i.
fl'
la...i
-.J! .
~Ii
t:
II
I :
t
CURB
nn_/.I.~.L..~~nm
nm n'm r- I" _m mm m'm
"
2' CONC CURB
'.,
'.'
"
UOY'._ H_..
:~.~~ ~ ..........
..~.. -....... -''''''''
i'
c.:. ~ .
......... '....
,
L_ u_..
......, "',..
"'" ""
"'"
PINE 18-
\1\-,
, .
..._..._..._..._..._...~~ ". .,.... ,
,0. ,.... ,\,
- .\ \
.. "b ..."
.\-; \, \ \.
'=~ \ \
. r.. \ .. '.
. \ \
.~
'\
..~
.~.6" \
,.'" !
~. 1,
i I
,
!
ALLEN AVENUE
(143" DBH")
\ \
\ \
, \
'\ \
, ,
~~ 0
;:3~ O~ <0\
GO << G<0
,,?-0 ~~~ \~~
~V' ~ "?- :\~
<<~ ~~ (v~
~O cJ
0'3~
OAKS 10
PALMS 3
PINES 1 (14" DBH)
TOTAL 14 TREES
* NO REQUIRED REPLACEMENT PER CITY OF CLEARWATER
TREE REMOVAL' REPLACEMENT SUftWARY - -THE VlNINGS-
12-~
\ \
r~ ~OAK'
t....J
TREES REMOVED:
PALMS
5
r -lSZS':.c-='
I XX30Al< 51
'- ~OAK,:- -'
,..;..
:0
. "'" .
lit) Ii i
~ I !!
. , .
:::;: CO ..
I~ ~ /!
, -..
: j N- !!
i~.;igz
. '.3:' , ,::::>
:.! .1 '-... I Iu
I~ ~.. ~.! !~
.".. r..... UV "u
. . ~'.'I
.r . ". . 'N
18 8..
... (/)' L. I I
VJ !',
Ii' i i
.
.
.
I
TREES REPLACED OR RELOCATED:
PALMS
5
~ 10"OAl<
I
AI< 4-
I
I
.....J
~AI< 1r
~OAl< 12-
2 "ot, " (:,1 I:
.1
'!I-
I .
//1 'J:~';-)
< . .... .', ,....
.. . ! (:. u/,v,
.
.
.Lnm mm.. .........~
i i
II
"
a.
'-'-
- .......
00
o.
.0
~.......
NN
P;r'..l!:: ';~:
./!
I I
~ 18-0Al<
i ."
! i
II
! j
i i
! !
:v
~,,~
~~
00
~~
Q:'w
'-'
W. t...
..... '. "\,
. ~:')
~b' .
!'l 5'" :
00 I
5"'0
o :
OZ.
Z
:.i,':,!< /i~-:',
I i
II
TREE BARRICADE (TYP)
REFER TO CITY STANDARD
! !
i i
:';
i i
! !
,,)," r;.\K
i
: ro- vi"]
.,i '"
I.~Q.:
. ,
. i. , ,
. . i. tJ.. L': ":.j i
......J.. ,
'z.' Ii
I J
I~II !
1::::>1 ,i
;U' "
P!f\~C
I
,
,
.
I
.
.......,J
.. "..
~ :;.~...~?
'.....-.:.
I
~ 4-0AK
~ 4-0Al<
[ i
/!
I,
.'
j!
.: r.
"
~38"OAK r ~APLE d2"OAK~ j:
L; - -' rr-' !i '
.--.--.-----.---.-----.-.------.-.------.------.- ~-- '..J -----------.---.---r
I I
f;--i
Ii I
O:\K .~!):l
t-:-...-...
.W
~ _ ...... ......._ J~ ~ ...... . _ ....... ...... ...... ....... _ _ __ _ ...... ........_ _ .... ~ 24"_ ~ 14_ ~!g
18 ,.., r lid
. 0,-
:z o~~'-'
L::..... -... -... _... _... _... _... _... _... _... _... _... ~... _... _... _... _... _.. _ (J) Ii
." ~ . ..._..._..._..._..._..._..._..._..._..._..._..._...~
m.... ....... ....... mm mm. ....... _ _ _... .mn' ....... ....... """,.,c:..,.\ 'mm m_ _ -::-......... _ .......,~ _ .... ~ ';:~~'~~~W(F~- 315.23' ,
\.:.) C,AK 7"6 \;}iftK 25" ti" ~ ~~ 13" OAK 2If' ~ OAK 12" I2')&{
')j.;; T' (~AK s" ".::K .,.. (DO,\X '"',. CON:T4 "" A1LY' L E"'. "'AVE N U r: 12"~ OAK 12" ~2"
WITH POWER METER POWER BOX .,I,~: <'- ~ C/.;-, '.r ,"
;: : -~~ '::, ~:; :1.:,---- ;..=!c.~:~W"z =, :----;-i\ -J:.- - = ~' OS/' ;-;._':.,~~;B~!/,~:C~ ~D) OAK 13" ~ _1d'L- _ _ "
, \.... ....... '" ','" " "'"'V''''''' ",\V ,,(, ,-' ;; r . " . ',. .' - ',"".'\ i . "f ,.J I ~ ;,"/.' ," .' ~. .'. .. Li
- .m'~';5" ~R'~I~A~~':; ~TI~~;""E~~~~E~~~.' .~-::..~u :,! ... ..... ... '.c:':':."~ ": ..... ~Z> _.:~ 2 /~.;I' .. ,. ')(,." ..,." ~12" ~1~ll'>.lII : I :~"1 · ,
, ':' ..;- i. 'J"" -l\l:.: . ,.. ~1122'- ~ I I I ,
- - - - - - - - - - - - - - - - - - --It -I - _ ....1,t..:.,.,_ _ ~~.. _ _ _i":...--, ~ !
~LA ~/:061~E16iR !' / r.j~~~J;yB~~~~,:"; '" " " , THE VININGSL~\ ~OUNTRYSI6~~: i ::: - - - - - - 12'" ;:~i: I ~'l5' CONC COLUM
ASP HAL T PAGES 2 & , i;\,"ll~ ~~:~i ' ~L~~;7 BOO:.' :', PAGES: A:,' 10"~ .. . ,. : ,I: !.,"~;~:"\\
, ' N .",~~0:,,0 .., /~.;; g :",i ,5 /1 ,./,;:~/'_:-~~ .:.~ 1p;'O:L-::E~S.:WI:TT~H~:Ml~~AL POLE "-"'~::)I
'" 0" ~J V :<. ~ ~ ... ::: '" _.-: .- + 1.5' ColNC CIOL1UMN '[.::::!: nm . _oJ 1'-
a c.; (j~ / ~ ti: '" , g .':-' METAL BOX\~', :-::::'.:::,';;. ~~, ~..
I \ ~:"" ~. q" F Of; ~..J~" (;:.~~-\' ,1,"= ~, "t- i~ .", // "ETAL P~t<lf';~YZ,"CTR" :~ 7' SIDEWAL:J4~~~:~:ttrl: g; i I
; ~~' 0+ II II \:....i I ,....~ .~: :;';" .'..."'....:.--/ \ BOX \\ (U?~~~W7~E)ED I , i !!~ ;
; ~: "''''" ",'" II ~: II 'Y. / ~. \. / ,C\C "'>', ,'- \1 ~S'" ' \\ iF "" Y 1 t.......,'
~ _ ,_ ..._1V:" ...... __ ....:: :" ~ _ ~ J .'ri, ( , , ,; ~1;IX".'/"'f...."'~'''''-'''''O.....S'~~:~..'.'i.:-;',c:.'.:"..:\,.i,,'/"'.i:~/.\..'.:..::.,,/ 'Y~(,. E"i,~':" ;!ii.RJ~T~:'POLE A:~;;"\ ':: /i ,~,'l ~~~~~~~~A~~ ~~~~~
- ".. "" '/ "II(! :/1 C:'.:..."i_..... ',i'i," i ' PAGE 1388
(j;~: ../, I, ' -'" Ii /; QJ $ ,
i I. ':'--4- ",.At.. /.' . . .," . I' ,~ I-::: /1
<1/-1,.: I ' ' '~"'I ~ ,,' '-v'~ "'", /'.. i~! ,',el" i~'~.{...':,/./ '1,',1,/ :/ U~ /i
i" 1 6" '. / ' Ii ;ffi:. - "'.. I: ~ Q ,>-
i 0> & 'I ( / /" oS" '" /' " \ ::". .,/i Ii / [] i! ~t
.... i '\ 1 /' '! ..)-..., :'--4-' / Co' '~.\:\\; J' ..~~<! u}' .,f.,1 ,,: ~ !:~
./' <: ^ ; 1'1.. ~c: "" I, Ii I'!~
v ; '!, \.... , " , '.' /,1' 1,.'.1
/ 1-- I' .'" , v ", -::::'C:~ / II I,
G' i 'f'- /! II :1
I f"' ". /~I ,''J'''~~ ..~~.. :/
i r'~" "'" '" // i~/ ~...... ''',','-/,/ I
'. I)>'" /! ~';. CONC. /,.'1'1
\.\ ,~:I
{/ 0~~
';X
}C
3:
'-...
(fJ
u
100
TR'AFFIC
SIGNAL
BOX
!,...,
'I'
il i
iI 1
(.:/ ':::f"""~,
Ii
Ii
Ii
Ii
Ii, j
........m..+ILt.~
'1'
il i
,
Ii
!I
! I
i i
! I
i I
I 1
, !
I ,
'I :
! I
c
<C
e
a:
i i
! !
::J:
l-
e
e
m
z
W
..J
..J
:J
:E
(.)
:E
45'
:,'i
:"?
n
:/;
,
"t.
I:
i
-I
!
--1
II
II
I ,
1 1
I i
! !
I 1
i I
! !
i i
! !
i i
II
I I
! I
, ,
i i
II
! I
I !
i i
II
I !
! !
1 1
i i
II
! I
i i
II
! !
II
! I
i i
I !
! \
! i
I 1
I I
i i
! !
i i
(fJ
w
z
<(
-1
o
Z
::::>
o
OJ
~
::::>
o
(fJ
r<)
II
OJ I I
0:::' ,
311
<.5 i i
~II
u II
N: i
I :
I I
! I
: :OJ
: 10:::
, I::::>
! IU
. .U
II~
, Iu
i i
II
i i'N
II I !
i i Z
II <( "
II 0 II
~ I I w
~II
<(
,
~ i
I
Z
w i (fJ
....J
....J I (fJ
<( <(
0:::
Cl
o
Z
::::>
o
OJ
I-
(fJ
<(
W
0:::
o
u...
w
Z
<(
-1
Z
0:::
::::>
I-
i\.
Li
\ \ i
\ \ J
'.... '...... .../.. //
.....- ..~..,.
... ....
50'
EAST WEST CENTERLINE SECTION 28-28-16
1-4 RDWOODS
D~IF LINE
! !
: i
I i
! 1
O' 20' 40'
~ II I
SCALE: 1" = 20'
I i
1 :!
i i
, !
i i
i j
i I
"
-p
I~ t
'-'
OJ! I
a:: i ,
::::>i i
uj I
UI i
Z, ;
o. ,
UI I
Nl!
TOTAL EXISTING DBH
LEGEND
-...-...- SITE BOUNDARY LINE
CENTER LINE
+
(D)
(FOOT)
o
r-,
lL._.Il
RIGHT-OF - WA Y
EXISTING EDGE OF PAVEMENT
EXISTING ELEVATION
MONITORING WELL
DEED
FLORIDA DEPT. OF TRANSPORTATION
TREE BARRICADE
TREES THAT ARE UNDESIRABLE,
DISEASED OR IN DECLINE.
i(1"Ui",! TREE TO REMAIN
~ OAK 5 TREES TO BE REMOVED
TREE REPLACEMENT CALCULATION:
:.,',:
,.., """
0) <
It)
)-
I~ d
-
:I: .'.
II
i i
I '
: I
I
c
<
o
,0:::
en
W
Z
;(
:I:
'-'
i i
! !
I i
! I
, I
480 INCHES
TOTAL DBH REQUIRING REPLACEMENT
178 INCHES
I I
! !
i i
I '
i !
<f
I I
! !
II
! !
I !
/ I
SUBTOTAL =
120.0 INCHES
"
REMAINING DBH DEFICIT OF 120 INCHES WILL BE MET
BY PAYING REQUIRED FEE TO THE CITY OF CLEARWATER
TREE BANK PROGRAM.
! I
! !
lQIE..;.
PER CITY OF CLEARWATER, TREES IN THE RIGHT OF WAY
OF ALLEN AVENUE ARE NOT INCLUDED IN TREE REPLACEMENT
CALCULATION.
I i
II
I i
,
\ \
, i
\ \
\ \
'\ \
\
\ \
"\\ AERATION NOTE:
,\.
. '," "TREES TO REMA IN, THAT ARE ADJACENT TO AREAS THAT WILL
'~ONTAIN FILL WITHIN THE TREE DRIPLINES, WILL UTILIZE
THE~WANE 3000. AERATION SYSTEM, OR APPROVED EQUAL AND
,
TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS.
REFER TO LANDSCAPE PLAN FOR PLACEMENT AREAS OF "WANE
3000" AERATION SYSTEM.
SPECIFICATIONS - WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 DRIPLlNE
B. CONIFERS & SABAL PALMS - ENTIRE DRIPLlNE.
./"
./ ./"
2. UPRIGHTS - NO LESS- T.HAN 2" X 2" LUMBER.
3. HORIZONTALS ~/ fld:~~ss THAN 1" X 4" LUMBER.
/.
4. BARRIERS SHAtt BE ERECTED AROUND TREES
BEFORE CONSTRUCTION.
, ,
5. UPRIGHT ,~6STS ARE TO BE AT LEAST 4 FEET IN
LENGTH WITt'i / A MINIMUM OF 1 FOOT ANCHORED IN
GROUND AND 3 FEET ABOVE GROUND.
6. BARRIERb i TO REMAIN IN PLACE UNTIL ALL PAVING.
CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA.
FURTHER d'~~ORMATION MAY BE OBTAINED FROM THE
LAND RES URCE SPECIALIST AT 562-4741.
1 !
i i
UPRiGHT
TREE BARRICADE DETAIL
FINES
D~IF LINE
,
ENTI~ DFeIP LINE
UPRIGHT
Z
I:
d\
HORIZONTAL
Z
I:
5
~ ~ I')
r- ~ 0
J. :r: :::-
~ (f) ~
C\I (f) "
0<(0
.
o
z
-
~ CD
.0' 0 .!
~ u 0
D.. en c
N
...J
~
wNW
<( ...J <(
...J m ...J
(J
o
"
"
CD
~ C
U ~
CD 0
.r: ~
(J C
a.
:J
o
a:
~
z
c(
~
o
::E:
W
::E:
t-
w
>
c(
en
ww
Q..J
-a:
LLc(
LL::E:
00
~olJ
Qo
~a:
a:::E:
::)t-
seo
..Jo
c(m
Qz
Ow
w..J
~..J
::)
~
u
~
+J
o
CD
.""""\ CD
0-
a:~
~
tJ'l
.S
&:::
6
it
.
15
....
i
E
&:::
.~
~
&
~
~
fA-
fj
~
.
tJ'l
.S
~
.S
tJ'l
~
~
ts
ONCO
OON
~COl'
1')0)
lD I') .
~ ~
::::ION
(I)"t:IN
..r~';
= tL: iO
... .
....ox
(I) 0.<
C1Eu..
.E~
~ ~
j g
~ :..
N
N N
o .
..... I')
.....
co
SITE PREVIOUSLY UNDEVELOPED
ALLOW 25% REDUCTION - (-)120 INCHES
LESS TREES THAT ARE UNDESIRABLE,
DISEASED OR IN DECLINE - (-)182 INCHES
LESS PROPOSED DBH: (SEE LANDSCAPE PLAN)
7 LIVE OAKS 0 2. 5 DBH - 1 7 . 5 INCHES
4 CRAPE MYRTLE 0 1.25 DBH - 5.0 INCHES
5 BALD CYPRESS 0 2.5 DBH - 12.5 INCHES
4 RED MAPLE 0 2.5 DBH - 10.0 INCHES
13 WASHINGTON!A PLAMS 0 1" DBH - 13.0 INCHES
- (-)58.0 INCHES
0..
:J
tJ
II:
~
~
0)
N
.....
dt
I')
It)
80),t
I')It)N
lD I' I'
....1')
.- I') X
Olo~
"t:I
~'6 It)
otL:o
- It)
a. .1')
~ ~ .
~.........
001')
a.~1t)
02r:.
CO_N
I')UI'
z
o
-
t-
c(
>
a:z
~cc
w..J
a: a.
a.
w
w
a:
t-
+J
CD CD
CD_
Oj~
Sheet No.
C-9
2.
3.
4.
5.
6.
7.
8.
9.
10.
11 .
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
.22.
23.
24.
25.
E
~ 26.
m
~ 27.
~ 28.
!
29.
r 30.
~
~
~
,
i
~
0-
S
!l
~
~
CI
...r,
~~
.. E
J~
'j
~J5
LANDSCAPE NOTES
1 .
THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND
AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT
MATERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, APPLIANCES AND ALL MATERIALS CALLED FOR,
AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON
THIS PLAN. FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PLANTING AREAS
UNTIL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN QUANTITIES
SHOWN ON THE PLANT MATERIALS LIST.
IN THE EVENT OF VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON
THE PLANS, THE PLANS SHALL CONTROL.
PLANT MATERIALS WILL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AT THE JOB SITE PRIOR TO INSTALLATION.
WHEN INSPECTION WORK DOES NOT COMPLY WITH THE REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED
MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND
MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS.
ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER
OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY
ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORKMANLIKE
APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL
METHODS OF SUCH WORK.
ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES AND
STANDARDS FOR NURSERY PLANTS. PARTS I AND I I, STATE PLANT BOARD OF FLORIDA, AND SHALL CONFORM
TO ANSI STANDARDS FOR NURSERY STOCK (ANSI 260.1-1980).
ALL PLANTING BEDS SHALL BE MULCHED WITH 3" CYPRESS MULCH, 100% ORGANIC, FIBEROUS-TYPE GRADE '8' OR BETTER.
NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, OR THESE SPECIFICATIONS WITHOUT THE EXPRESSED
WRITTEN CONSENT OF THE OWNER OR HIS REPRESENTATIVE.
THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DOES NOT MEET THE
REQUIREMENTS OF THE PLANTING PLAN, DETAILS AND THESE SPECICATIONS.
ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING
THE PLANTING TIME PERIOD UP TO FINAL ACCEPTANCE BY OWNER.
TOPSOIL SHALL BE FERTILE, BLACK IN COLOR, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY
LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 1 1/2" IN ANY
DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO SOD GROWTH. OBTAIN TOPSOIL ONLY FROM
NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4"; DO NOT OBTAIIN FROM
BOGS OR MARSHES. CONTRACTOR SHALL PROVIDE SOILS TEST REPORT SHOWING pH AND NUTRIENTS; - pH SHALL
BE 5.5 TO 6.0. IF NOT THEN USE THE APPROPRIATE SOIL AMENDMENTS TO REACH 5.5 TO 6.0.
GRASS SOD SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD THAT IS HARVESTED SHALL
BE TAKEN UP IN RECTANGLES PREFERABLY 12" X 14", SHALL BE A MINIMUM OF 2" IN THICKNESS AND SHALL BE LIVE,
LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING. IT SHALL BE FREE OF WEEDS AND OTHER
GRASS AND SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND
ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM
VEHICLES WILL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. REPLANTING SHALL BE DONE WITHING 48 HOURS
AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED.
SODDING SCHEDULE:
1. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
2. GROUND SHALL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD.
3. LAY SOD WITHOUT VOIDS. SOD SHALL BE THOROUGHLY WATERED AND ROLLED. THE SURFACE SHALL
BE TRUE TO FINISHED GRADE LINES; EVEN AND FIRM AT ALL POINTS.
4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, ROLLED TO AN EVEN SURFACE TO
THE REQUIRED FINISHED GRADE. AVOID CONTINUOUS SEAM ALONG LINE OF WATER FLOW IN SWALES.
PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
5. FERTILIZE.
THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE
SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE
SPECIFICA TlONS.
THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE OF ANY CONFLI:T OR DISCREPANCY IN PLANS
PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA.
CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS
AND RUBBISH FROM HIS CONSTRUCTION.
ALL SHRUBS AND SOD SHALL BE GUARANTEED FROM (6) MONTHS AFTER FINAL ACCEPTANCE BY OWNER.
ALL TREES SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE BY OWNER.
FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR
WILL REQUEST A FINAL INSPECTION BY WRITTEN LETTER TO OWNER.
UPON FINAL NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/
WARRANTY PERIOD BEGINS.
THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM
THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE OWNER OR HIS
REPRESEN T A TI VE.
THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, NA TIVE SOIL WHICH SHALL MEET THE APPROVAL
APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. THIS SOIL SHALL BE USED FOR THE PLANTING MIXTURE AS FOLLOWS:
A. ONE PART HILLARY PEAT PLANTING MIX, TOPSOIL OR APPROVED EQUAL
B. ONE PART NATIVE SOIL
THE SOIL MIXTURE WILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTING AREA TO A DEPTH CONSISTENT WITH
THE ROOT DEVELOPMENT OF THE PROPOSED PLANT MATERIAL.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS. DISCREPANCIES IN
DOCUMENTS OR SITE CONDITIONS SHALL BE REPORTED TO THE OWNER IN WRITING AT TIME OF BIDDING OR
DISCOVERY, AND NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS
ON THE PART OF THE LANDSCAPE CONTRACTOR AT TIME OF BIDDING.
ALL QUESTIONS CONCERNING THIS PLAN SET OR SPECIFICATIONS SHALL BE DIRECTED TO THE OWNER OR HIS REPRESENTATIVE.
THE LANDSCAPE CONTRACTOR WILL PROVIDE A SOIL SAMPLE ANALYSIS TO DETERMINE APPROPRIATE SOIL AMENDMENTS (IE: FERTILIZER,
LIME, ETC.) THE CONTRACTOR WILL PROVIDE COPIES OF THE TEST RESULTS TO THE OWNER AND HIS REPRESENTATIVE.
ALL PLANTS TO BE FERTILIZED WITH AGRIFORM 20-15-5 TABLETS AS PER INSTRUCTIONS IN FERTILIZATION NOTES.
THE GENERAL CONTRACTOR SHALLL ENSURE THAT ALL PLANTING ISLANDS OR AREAS SHALL BE CLEAN OF ALL TRASH, DEBRIS, OR OTHER
NON-INDIGENOUS MATERIALS TO A DEPTH OF 2' PRIOR TO ANY LANDSCAPE INSTALLATION.
ALL AREAS SHALL BE SODDED WITH ST. AUGUSTINE SOD.
THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE LIGHTING CONTRACTOR TO ENSURE THAT CONFLICTS DO NOT OCCUR BETWEEN
PLANT MATERIAL AND EXISTING AND PROPOSED SITE LIGHTING.
PRE-INSTALLATION INSPECTION: ALL PLANTlNGS MUST BE INSPECTED PRIOR TO INSTALLATION TO DETERMINE PROPER ROOT BALL SIZE AND
COMPLIANCE WITH ALL MINIMIUM STANDARDS.
INSPECTION AND APPROVAL: PRIOR TO ISSUANCE OF A CO, THE PROFESSIONAL RESPONSIBLE FOR THE LANDSCAPE PORTION OF THE PROJECT
SHALL PROVIDE WRITTEN, SEALED, OR NOTARIZED CERTIFICATION lHAT lHE INSTALLATION OF IRRIGATION AND LANDSCAPING HAS BEEN COMPLETED IN
ACCORDANCE WITH THE APPROVED PLAN. A SITE INSPECTION WILL BE MADE BY THE CITY TO VERIFY COMPLIANCE WITH ALL PROVISIONS OF THE
DEVELOPMENT ORDER AND THIS SECTION. FINAL APPROVAL IS REQUIRED PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
FE1lttILI~ TAI!SLET& A6
IfIIECIIIIED. !IILACI! ~1FOIlI'1L y
Al'Ol.ND ~ 1'1AM
IIETII8N MIDDIJ! AND
1!IOTT01 ClP ~ 1'1AM
ROOT PRUNING NOTE:
WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE
CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND
DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOTS LOCATED
WITHIN A CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING
GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE. WHEN UNDERGROUND UTILITY LINES ARE TO BE
INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT PRUNING REQUIREMENTS MAYBE WAIVED IF THE LINES ARE INSTALLED VIA TUNNELING
OR DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING.
.....
0
d ~
~ ~
..... ~
I 0
~ :c .....
N en 0
0 "-
N en "
0 <( 0
"
0
z
CD
c CD
-
U C
&"" DIA. ~ I-108E en c
GENERAL NOTES FOR PLANTING
1.
2.
3.
4.
5.
DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
SOAK IMMEDIATELY WITH WATER FOLLOWING PLANTING.
MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE.
SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8" MINIMUM.
DO NOT BREAK ROOTBALL.
ELAeTIC TYf"E TIE
FERTILIZA TION
'".4" EARfI.f &AI.ICER
SHRUBS AND TREES
ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH "AGRIFORM" 20-15-5 PLANTING
TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT
BACKFILLING. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT
A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS.
APPLICATION RATE:
1 GALLON CAN:
3 GALLON CAN:
5 GALLON CAN:
7 GALLON CAN:
TREES:
PALMS:
GROUNDCOVER AREAS
ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE"
TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFICATIONS.
1 - 21 GRAM TABLET
2 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS
4 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS EACH 1 /2" OF CALIPER
7 - 21 GRAM TABLETS
2)(
)(12 0IIt
." MIN.
TYPICAL MULTI-STEM TREE PLANTING DETAIL
N. T.S.
IRRIGATION NOTES:
1. A LOW VOLUME AUTOMATIC IRRIGATION SYSTEM, THAT PROVIDES 100% COVERAGE OF
ALL PROPOSED PLANTlNGS AND SOD, WILL BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO PRESERVE THE LANDSCAPING IN A HEALTHY GROWING CONDITION.
2. RAIN OR MOISTURE SENSING SHUT-OFF DEVICES SHALL BE INSTALLED WITH THE
IRRIGATION SYSTEM. DRIP OR MICROJET IRRIGATION SHALL BE USED WHERE POSSIBLE.
LOW TRAJECTORY SPRAY NOZZLES ARE ENCOURAGED.
3. IRRIGATION SHOP DRAWINGS MUST BE PREPARED AND SUBMITTED TO THE ARCHITECT, FOR
APPROVAL BY THE CITY PRIOR TO COMMENCEMENT OF WORK.
4. THE IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY THE
CITY PROJECT MANAGER PRIOR TO BACKFILLING TRENCHES OR INSTALLATION
OF MULCH.
5. IRRIGATION AS-BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY
IDENTIFY ALL MODIFICATIONS AND/OR SUBSTITUTIONS, MUST BE SUBMITTED
TO THE CITY PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
6. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL
APPLICABLE CITY CODE REQUIREMENTS. (I.E., BACK FLOW PREVENTION,
AUTOMATIC RAIN SHUTOFF DEVICE, ETC...)
7. SEE UTILITY PLAN FOR LOCATION OF IRRIGATION METER.
8. IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF WATER APPLIED.
TO OR RUNNING OFF INTO IMPERVIOUS SURFACES. SPRAY HEADS OR NOZZLES SHALL BE
DIRECTED AWAY FROM ALL TRAVEL LANES AND SIDEWALKS.
9. THE IRRIGATION CONTRACTOR SHALL VERIFY AND COMPLY WITH ANY AND
ALL JURISDICTIONAL REQUIREMENTS TO PERFORM THE WORK.
10. ALL SLEEVING SHALL BE 4" DIAMETER SCHEDULE 40 PVC PIPE BURIED 18"
BELOW BOTTOM OF PAVEMENT. EXTEND SLEEVE 2'-0", BEYOND EDGE OF
PAVEMENT AND TURN PIPE VERTICAL THROUGH GRADE, OR STAKE LOCATION.
CAP OR TAPE THE ENDS OF ALL SLEEVES.
11. AUTOMATIC ELECTRIC VALVES AND ISLOATlON GATE VALVES SHALL BE
INSTALLED IN AMETEK VP-10 OR EQUAL VALVE BOXES.
12. MAINLINE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE.
LATERAL LINES ARE TO INSTALLED A MINIMUM OF 12" BELOW FINISH GRADE.
13. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNE OF
EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED.
ALL~
TO I!5E TNANl:iI.IL.AR PACINCiI.
8EE PLANT LI6T FOIIt (OJ;.) PACING.
16" I'1IN. ~ FOIIt 8I-lIIlILIe6
.~
eACX ClP c:I.R!W
I!5ED LINE
PLANT SPACING DETAIL (SECTIONI
N.T.S.
SPREAD
I~
&f"'IeAD
NOTES:
L ALL IIlOOD 6f.fALL I!lI! ~ 0IIt PINE-NOT .....16IJN! TN!ATED.
2. Cl'066 TIU 6f.fALL NOT C1le086 0YEIlt WOODY llIOOT&.
,. IeI'1OYI! ALL 6TMo1G .~ WIN! WIlIIA~ ~ TIU>K
4. M!I'1O\II! ALL 6~, 1llIOPE6, WIRE, .1CIlt 6T1Q1Ci6 UHD TO LIFT TIoE ~L
&. IlI!MOYE ALL I!!IIJIIIlLAID ~ WIlle FRJM TI-lE TOP ClP TI-lE .-oar eAL.L.
.. TOP ClP ~L TO I!lI! 8ET 2" I!II!LOW PINI~ ~ING PINI~ GRADE.
~
~
I-EIGI-IT
I'1.LCl-f '" FRJM 6TE1'16
2")(2")(4' ~ I'1EI'1I!!JEflI
'" t"I.LCW LAY!lIt
,
,
,
.
~L
/ .--
---TILLED AND LOO6ENED
NATIVE &oIL ~'LL
1)(16TING 1.t>lD16T1J1l1!5ED &oIL
, TO & TlME6 TI-lE WlDn-l
ClP TI-lE ~
2")(2")(4' 6T AI<E
2-2.&"D!ln1I.lALL ICM\LII
, TO & TII"1E6 WlDn-l
ClP~
SHRUB & GROUNDCOVER PLANTING DETAIL
N.T.S.
TREE PLANTING DETAIL
N.T.S.
TILLeD AND LOOeI!NI!D
NATI\II! &oIL I!SACICPILL
fII!MILI~ T AI!!tL8T&
Ae 6I'"I!ClfllED. !IILACI!
~1I"OIlI'1L y AfII8CUO
~ 1'1AM I!lI!TIIEEN
\1 MIDDLe AND 1!IOTT01
", . ClP ~ t1A66.
I.t>lDI6T1Jll111!SED &oIL
2-2")(4" 6TAKI! WI
LONGI T....R MIN. 16"
INTO LNDI6T'LIN!II!!D
&oIL
I') N ... 0
z
a.
~
o
a:
CJ
z
c(
CJ
o
%
W
:z:
I-
W
>
c(
Wen
OW
-...I
LLa:
LLc(
0%
...10
~olJ
-
CJC
a: a:
~:z:
01-
:::'0
c(0
om
-
Cz
Ww
:E...I
...I
~
:E
u
:E
....,
o
Q)
'--' Q)
0-
~~
~
Q
N
-l
lD
"-
wNW
<( -l <(
-l lD -l
u
o
..........
"tJ
C CD
m ~ c
"in ~ ~
CD .c ~
cue
~
CJI
.S
E::
6
it
.
1]
-
i
E
liS
.~
LS
S
'-
-
~
~
15
~
.
CJI
.S
~
.S
CJI
LS
~
t3
ONCIO
OON
V~{;;
lDl").
~ .
~.g~
-.:: .
"':01")
ZrLii)
... -
.... DX
(f) Q.<
DlElL.
.5~
~ ~
i g
~ .:..
N
N N
o .
0- I")
0-
CIO
'" PINE I!tAflI(, PINE 6T1U11l.
6f'ECIPIED ON f"ILAN6. I-IOLD
I'1.LCl-f OPP 6TE1'161TlU<<61 .
~ COLLAflt
fIlICOT'I5ALL ClP CONTAINER ~ TfIIEE
.
0)
N
0-
d>>
,.,
o 10
00)~
I")ION
lDJ;;'"'
~"'X
~D~
"t:J
8~1O
DrLO
- 10
a. _,.,
~ ~ .
0;; .... 0-
DD,.,
a.~~
O~'"'
CIO_N
I")U,",
o
...I
-
c(
I-
W
C
W
a.
c(
o
en
C
z
c(
...I
....,
Q) Q)
Q)-
c55~
Sheet No.
C-10
Hie SIGN ~
NOTE:
All pavement markings to be thermoplastic.
2" (TYP)
RAMP DOWN
SEE OOiEiNo. 101
CONe. WAlJ(
CONe. WAlJ(
r-=
~
a..
6" WIDE TRAFFIC BLUE~
STRIPE (TYPICAL)
6" STROKI
WHITE
./ ~ 6" WIDE TRAFFIC WHITE
~ " STRIPE (TYPICAL)
~
in
j!:
c,,~
..-
~
<
z
i5
8
u
.......
.---
/"
~
.
~<=
-
12'
5'
HANDICAP PARKING PAVEMENT MARKING
NTS
9'-10"
4'-7" 5'-3"
!
t-
~I~
.tfQIE:..
WHEN ARROW AND PAVEMENT MESSAGE ARE USED
TOGETHER, THE ARROW SHALL BE LOCATED DOWN
STREAM OF THE PAVEMENT MESSAGE AND SHALL
BE SEPARATED FROM THE PAVEMENT MESSAGE BY
A DISTANCE OF 25' (BASE OF ARROW TO THE
BASE OF THE MESSAGE)
IN ACCORDANCE WITH FOOT INDEX No 17346
DIRECTIONAL ARROW
NTS
~ \~)
I
, 4 '4 . J
,. 'il
0.2*0-
0.1*0
;, OR,
. "
I.
., f'
~ ..1-'l
CONSTRUCTION JOINT
V EXIST TREE TRUNK
~
~ ~ ~>d-xV ~ L
7 / Qj) ~-",__ ____
----- 7'l / ~ ~ ~--
[IIJ[I ,-', . ' '/', //\\.",,' "'.;!~."'-
~t----= -:/ -./- - I \ \ \ ~ :; -----
~ \: ~RIGHT-OF-WAY
(
.~ 10' MIN
ISLAND
FORM ~.
SINGLE-COMPONENT
/ " POLYURETHANE SEALANT
~3/4" THICK
CONST GROOVES 3"~
CONST 4" THICK
CONCRETE RAMP
EXPANSION JOINT
1 /2" PREFORMED
JOINT FILLER
(ALL AROUND)
..1~ .4-,0.
. -
, . ,
4
4
, .
A
i
. 4
",4
o
, 4,
.d ., "4
, .
. "'""= CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
LI N TE L
1/4- EXPANSION JOINT
aMi
_l
ijJ
~
at
I
~
~
cf
1/2"1G
SINGLE-COMPONENT
POLYURETHANE SEALANT
3/4" THICK
( ~ EXIST TREE TRUNK
) ~ \
\
,\ 1
"
'. '4.4,. '~. , .4JD
,,' ,
4
2
:4
4 .
, ,
8"x8"x12' LINTEL W/
2 - #4'S
TOP AND BOTTO~
/8" CONCRETE
/ BLOCK (TYP)
1 1
CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
r
I. I
--I
:~ I
. I
I~O
10'-B'41 ~ 1
I-I
~
I
48" I
Max I
(,
I 1 1 1\ / ~
1 I 1 \1 I /1 " 1
1 T l-.;~~'-" . ... ':.. ._-./. PJ L .J. t\\. \':~_:..~_~___-:_~J I 1 I
-II~- - IIJ~::~:::: :~;:U/~:XI~~~: -~ l~~ ::: ~:;~~:;: : :11T}t-- -1~11 t~l+
TTi-, , ' GRADE 1-111=111 =f[l
"'-=111~
I
1/2- EXPANSION JOINT
I
s
~
~
,
J
!
o
~
I
~
s
..,-
~i
~:i
:i~
!!
I
I
r
1
r
.......I.........~..l
I
1/411-rrrD/4
, " ~ 4
., G -'I '" ., d
<1 '4 <1 d
:"
'" 4: .44 ","
., A A
4. ]
. ,.4 0
f I
4' I
Min. I
L!
8
ELEVA 110N
TREE BRIDGE DETAIL
CONTROL JOINT
LS 1008.DWG 6/7/93 NTS
RD 1055.DWG 3/21/92 NTS
THIS SIGN FOR
VAN HANDICAP
PARKING SPACE
.
co
(THIS SIGN FOR
TYPICAL HANDICAP
12" . PARKING SPACE
~ I!I
: t r:i:l
== FTP-55 1
J\ HANDICAP SIGN,.J
: L6E~A~~ J>~ :
"-3" GALVANIZEDJ
STEEL POLE
rFlNISH GRADE
j....
.
co
I
N
'.. ., " . .
::IIr>- CONCRrn:,,~:11
. 'U ' >U....
.
I')
8"
HANDICAP PARKING SIGNS
NTS
, z-
.-
2
*~ t~
I. VARIES .1.
CONCRETE RAMP /
CONST 4" THICK
~~tt~t~t II
5' NIN .1. VARIES .1
MAX SLOPE
12: 1
~
MAX SLOPE
~
~
SEC110N AA
HANDICAP RAMP
NTS
MAX SLOPE
= 12: 1
3"
(ALL AROUND)
JOINT FILLER
1/2" PREFORMED
EXPANSION JOINT
A
r
SIDEWALK
PAVEMENT
I 6'
...
pl~
SIDEWALK
6' p I PAVEMENT
p I ~ 5'
r_________l-
l---------I
SECTION AA
PEDESTRIAN RAMP
RD-1021 6/14/94 NTS
4'-8"
.1 I 1.1 I T.I I.,
l 0- '~I
6' clio.. Steel I ~ I
bollo.rcls I .
cone. Flllecl (typ~ 'j O~ I
,~ I~ I
..-1
~; 1-;-:
inQ. I~I
12'
cleo.ro.nce I'Iln. ~ I
00 ~I
i' ~. -A !-- swing go.te
I 'T (typ.)
:=.J I
L _ ---- -- I
I
"-
c1rop pin
hole (typ.)
-.--
u
c
o
U.,g
.. ~
\Or;)
Grnt'll...
Tie beo.l'I with
2-#5 rebo.r
continuous
6'
,
.1
14" ,
r:J 6' J
o
~
til.S..
A
j
12'
cleo.ro.nce I'Iln.
r:c1rop
pin
1 -
(typ.)
B'x 16' concrete
footing
wJ 2- #5 rebo.r (typ.)
~
~
DUMPSTER SCREEN DETAIL
1 ·
NORMAL 40'-0" WITH 4' WIDE SIDEWALK
MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK
"I
".
, .,
4
.
,
'. '
d
,"
, 4,
., ., elL!
d'
4
. ,
", 4
<
iIi , 4'
.4.::l .(I
4'
'4 '
,
.
. 4
.
"'- EXPANSION JOINT
W
6' MAX
"'- STRUCK JOINT
1/2" EXPANSION JOINT
FULL DEPTH
BROOM FINISH
~'11l
, . .11= .
<1 4 .!l.,.!l .(I <I '"
'. '
/
D/W
, ",
'4
"
4 '
~.::l .<l .
4
4
. 4
, . '
4
e
4
, . ,
4
.
,
4
,
4
. 4
, .
,
4.
,
4
.f ,
.'
'" d .!l <I
.
.
4<l., .<l.4 '"
. 4'
,
.
t
.
~
EXPANSION JOINT
STRUCK JOINT
NOTES:
1, SIDEWALK EXPANSION JOINTS TO BE AT ALL l1ES TO CONCRETE OTHER
THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'.
2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED
PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE.
TYPICAL SIDEWALK
NTS
CD #4 - REBAR CONTINUOUS
STOP @ EACH SIDE OF CJ'S
6"
STRUCK JOINT~
SLOPE
..
3' ~ ROUNO EDGE
.'1 'i-, r PAVEMENT SURFACE
. d
I
V
1__.(I~.(I_~~~~,
<2 <I.j " .<l
<1 LI II'"
~
I
OJ
1 " <1.:::1
1 '
l~/>",
CONCRETE SIDEWALK ~
WITH 6x6 W1.4xW1.4
6"
INTEGRAL CURB & SIDEWALK
RD-l045.DWG 4/27/93 NTS
NOTES:
1.) WALLS
a.) New constl'\lctlon: maximum 6'-0' high ond constl'\lcted of
concrete block (8-x8"x16-). Materials used should be consistent
with those UB8d In the constl'\lctlon of and architectural style of
the principal building. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials con be
made of the same materials as long as they are made of
approved opaque material.
2.) FOOTINGS
8-x16- concrete w/2- 15 continuous rebar Imbeddsd.
3.) CONCRElE SLAB
Monolithic, min. 6" thIckness w/lmbedded 6-x6" /10x10 welded
wire fabric (W.W.F.), 3000 P.S.I. with fiber m..h reinforcing.
4.) CONCRElE F1Ll.ED CELLS
With 1-15 vertical rebar tied to footer steel at each comer and
every 4' O.C.
5.) GAlES
Constl'\lcted af min. 1-1/2- diameter galvanized tubular steel
w/prlvacy-t~e B1ats Inserted In galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel poet.
(Gat.. and post constructed and Installed per applicable buDding
code by licensed fence contractor).
6.) DROP PIN
1/2- dla. 18" long metal rod gate latch. Pravlde 3/4- dla. hole
6- Into concrete for rods. In asphalt provide a 3/4- P.V.C.
sleeve, 6- long, or equal.
7.) SOIL
5011 bearing capacity to be at least 2,500 P.S.F.
swing go. te
(typ,)
CONCRElE MASONRY WALL CONSlRUCTlON
Materials, constl'\lctlon and quantity control of masonry shall be In accordancs
with Uniform Building Code (UBC), Chapter 24. General conditions and
constl'\lctlon requirements shall be applied as lIpeclfled In UBC, Section 2404 (0,
during grouted masonry work.
1. All reinforcIng steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed In the center of the
masonry cell, and shall be held In position at the top and bottom.
2. If a Blab dowel does not line-up with a vertical cor.. It shall nat be B10ped
more than ons horizontal In sIx verticals (1: 6).
3. Horizontal wall reInforcement shall be standard tl'\lB8 t)'pe DUR-O-WALL (or
equivalent) at 16. o.C..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conformIng to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
5. Mortar shall be t)'pe M or 5, In accordance with ASTM C-270. Place all
masonry In I'\Innlng bond with 3/8- mortar joints. Provide camplete coverage
face shell mortar bedding, horizontal and vertical.
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size
of 3/8", 8" to 10- slump, and a minimum compressive strength of 2,500 PSI at
28 days.
7. Minimum 3- X 3" clean-out hal.. (saw-cut) are required at the bottam course
of all cells ta WIrIfy grout placement. Clean-outs shall be B80led after
masonry Inllpectlon-provlded In accordance with ACI 531-4.6, and before
grouting.
8. Prior to grouting, the grout epace shall be clean, with no mortar projections
greater the 1''', mortar droppings or other foreign material. All cells shall be In
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with flexible coble vibrator. Flrst
grout pour shall be stopped a minimum of 1 - 1/2- below the top of the
middle bond beam masonry.
/
~1-#5 o.t 4'
center
Gl"o.c1e
J
L... · p.s.l. concreto slob
with fiber l'Iesh reinforcing
- l'Ionollthlc, I'Iln 6'
thIckness, 6'x6' / 10x10
\J:W.F.
......
Ii
-
~ CD
~ .0 c
Ii ~ ~
1.
e
.
D
c
~It)N
_ 0
z
SUO!S!^9~
I" "
a.
:::)
o
a:
CJ
z
ce
CJ
o
:E:
W
:E:
~
I
~
.S
c:
~
it
.
"5
....
~
E
~
'S
~
e:
~
~
R-
/1 t:
e
"
" .
~
.S
~
lb
.S
~
~
w
>
ce
wen
ow
-..J
u.a:
u.ce
O:E:
..Jo
c( olS I
o
-
CJC
a: a:
:::):E:
en~
:::'0
ceo
om
-
Cz
Ww
:E..J
..J
:::)
:E
u
:E
+'
o
Q)
...., Q)
0-
~~
a'
Sheet No.
C-11
/yo-
o
ci
I"')
yo-
I
v
N
o
N
o
"
~ ~
::c y0-
U> ~
U> I'
<( 0
.
o
z
CD
-
C
o
'"
~"
wNW
<( ..J <(
..J CD ..J
c
.~
'"
CD
.....0
u
o
..........
"0
CD
.:Jt. C
U ~
~ f
U 0
: ~i
c:.: Ol
~
~ .
I'~
ltO
I yo- .
: ~~l
~ ~
~NfIJ"
ON
co....
1')01
UI').
~ ...
~.g~
...:~;,
lG:iiO
... .
..., ox
If) 0.<
OIEI.&..
s.~
~ ~
j 0
o
~ .;..
N
N N
o .
..- I')
..-
fIJ
i
, I
~
ti
...
01
N
..-
~
I')
o II)
00l"t
I')II)N
U~""
~I')x
~O<
~I.&..
G''t:
UOIl)
0G:0
- II)
a.. .1')
.3tb.
-.;; ..., ..-
001')
a..~~
00....
fIJ..!!N
I')u....
"
.......
....
....
en
..J
-
ce
~
w
C
W
~
-
en
+'
Q)Q)
Q)-
65~
.......
E
~
Ol
I
~
~
I
.{
..,
C
~
~
3
J
!
c;
liil
.
~
~
~
~
~.:;
~
~ ;i.
;i~
)J
~~i-
3/4" CHAMFER -:'\. 8;., ~
""""d
", - cr \~t
n-li
II II
II II
II II
......... II II
~ 3-1/2'-, ::::
~ --1.1 II II. . "
2" Ct- -, ~ I 1'1: -:
A ,II, I I ,
LO 1.11' " '
......... TI" II ,
, I L '1 I ," . ;,
II II
" 'I I ,r ,
I I "I I .
I, I t I "
~'I:.:i"
I I'
II
1'1, I I #4 BARS C
. : I II 18" CTRS (MAX)
I II
II II
II II
II II
II II
II II
II II
II~
:: :: "-- KEYWAY'''' . "
'II II
II II
II II
II II
II II
II II
II II
......" 1111
""-TOE DEPTH
~
o
0::
e"
>
II
C
l.&.I
U
<(
0-
(f)
>-
....J
....J
<(........
::::>x
0<(
l.&.I~ 8"
~B. 1/4"-;,-5/ -~1/4
o I ~ I -
~ V \I _1-5/8-
....J/3-1/2
~ 1 LAYER OF 55(/
SMOOTH ROOFING
2 LAYERS OF 55# SMOOTH ROOFING
(MOP ALL CONTACT SURFACES OF CONCRETE
AND ROOFING WITH CUTBACK ASPHALT. STOP
ROOFING PAPER 6" BELOW TOP OF WALL.)
KEYWAY DETAIL
(TOP VIEW)
-
A
AV
v
II
N
.......
'I
SURFACE
ESTIMATED QUANTITIES FOR WALL
HEIGHT PER LINEAR FOOT OF WALL
(EXPOSED FACED) CLASS I CONCRETE (CY) STEEL (LB)
1 ' 0 . 07 .3
2' 0.1.3 4
.3 ' 0 . 20 5
4 ' 0 . .32 6
5' 0.4.3 7
5
12
.........
....
e"
:r:
.........
l.&.I
U
<(
lL..
C
l.&.I
(f)
o
0-
X
l.&.I
"',d ....
"
.... .d"
.. ~ Ll 4
" ,
SECTION
5/12 PITCH
GRAVITY WALL NOTES
1. GRAVITY WALLS CONSTRUCTED AS
EXTENSIONS OF REINFORCED CONCRETE
RETAINING WALLS, EXCEPT WALLS OF
PROPRIETARY DESIGNS, SHALL HAVE
THE SAME FACE TEXTURE AND FINISH
AS THE REINFORCED CONCRETE
RETAINING WALL.
2. COST OF REINFORCING STEEL AND
FACE TEXTURE AND FINISH TO BE
INCLUDED IN THE CONTRACT UNIT
PRICE FOR CLASS I CONCRETE
(RETAINING WALLS) CY.
FDOT GRAVITY WALL
DR-1075.DWG 12/16/94
1 #5 CONT______
L1NTEL- ________~
8" CONCRETE BLOCK
WITH HORIZONTAL REINF
EVERY OTHER COURSE~
PILASTER, #5 BAR IN
POURED CELL WITH
3,000 PSI CONCRETE
AT 4' CENTERS
PROVIDE 4 "x4" OPENING
FOR DRAINAGE
EVERY 1 0 FEET-
/.. PROPERTY LINE
,... YPAINT BOTH SlOES
II .
0:
~I
8' :
~
.
.
~
#5 BARS @ 18" OC
l
~
I
C)
W
I
Z
C)
(f)
W
o
J
SECll0N
SOLID CONCRETE PAVERS
16"x16" COLUMN 20' OC
WITH #5 BARS IN
POURED CELLS
;::
==
~
~
. ..I TOP OF SOD
EXP ANSION
JOINT
I
I
r.. ... .
UNREINFORCED CONCRETE OR /
CRUSHED STONE LEVELING PAD.J
II .........
tOz
AI ~
..............
" ....b
.'~.......... ......
----"' "-
2'-0" ---..~,
wti
#5 BARS 0 12" OC
MASONRY COLUMN DETAIL
LS-1006.DWG 12/22/92 NTS
CAP UNI~"""""\.
SIZE VARIES '\
-.
I
!
ANCHOR WALL UNIT""""\ I
OR APPROVED EQUAL "t
T
T
641 T
POND BOTTOM,
r GRADE
/_~I
,
L OXg'f[R~ED
7
I 'RETAINED 5017
x' GRID LENGTH
-
~NIT CORE FILL
3/4- CRUSHED
OCK OR STONE)
I
""'"--APPROXIMATE
EXCAVATION LINE
.,,1
.'\..
"'- PERFORATED DRAIN PIPE (OPTIONAL)
RET AINING WALL SECTION CTYPt
STANDARD UNIT - NEAR VERTICAL SETBACK
.
I' .,....,:.-. < , :IJ, ',' ."."".J::J::J::":.J .. PA~~GS~~C~YING COURSE
: .:-. ..0. ,'.. .... :.... ..: .. . . .... .. .. \_. . _,
. -. . . .. . . . .
, ., - . .,,': .,... 6" (MIN) L1MEROCK OR
,',', ',:", ,~." .,': '".. ,.'" ..., : ': ' : '. ,'. '.. . :', . : ' SHELL BASE COMPACTED TO
~mlllmlllmlllmllllT~ 98" MSHTO T-180 (LBR-100)
-111==111-1 I I-I I I. ------ 6" CLEAN SANDY SUBGRADE
COMPACTED TO
98" AASHTO T-180 (LBR-20)
II
/
-
~ II)
f5 '0' 0 .f
I;: L. U 0
I-c Q. en 0
J-
6" 6"
6"
l' -6"
Ii
/""ASPHAL T
',"<',"-'-...',',',',\.<', 'S"",,- "- "- "- "- "-"- "- "- "- "- "
~///.7..__./.; '~/i~/'/~.'//f../>/;///~'/ ~~//
/ /~/. /:>/,~ BASE /;/ // ////
//' // . / ~/ .. / // / / / //
/ //.././///>///////// // // //'/
~ ,,-' ',',,- /."''''.,'' ,,""'.,.~ ", ~ ~ ' "
"- "- /', "-' '-... "- ''-...'" ,/, /,. ~
'" . "- /', ~ "'. /, I ~UB-GRADE" ~,~ ~ ~ ~ /,
'/. ~ "-" / '" ,', """'" '" , ''/. "- " '/.. "-
I
q. "orl \.
, q"
d
" . "
2"R
II
to
3"R
r3/4"R
II
o
I
d.
d .
A
......
,
. ,
4
"," <l .:3 <l.q .IlLl
" q "
~ ,
<14 ".4
8"
TYPE -F- CURB
ASPHALT 1-1/2" TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE
RD--I008 1/22/94 NTS
BASE 8" L1MEROCK LBR 100 COMPACTED TO
98" OF AASHTO T-180
SUB-GRADE 12" COMPACTED SUB-GRADE LBR 20
COMPACTED TO 98" AASHTO T-180
l'
RD-1036.DWG 2/14/95
PAVEMENT SURFACE~ 3/4" R\ r1/4" R
'\, \ PAVEMENT SLOP..E /
,~ 0 ~,.,' f
, :,," \', ,',---'1
'-
3000 P.S.I. CONCRETE
RIBBON CURB
SU01Sl^e~
~
o
Q
....."N-:i
TYPICAL PAVEMENT SECTION
RD~1015 6/14/94 NTS
24"
10" 1'-2"
a.
:J
o
a:
CJ
z
c(
CJ
o
::E:
W
::E:
....
II
j3/4.R
NOTE: THE SAND LAYING COURSE SHALL BE A WELL GRADED
CLEAN WASHED SAND WITH 100" PASSING A 3/8" SIEVE
AND A MAXIMUM OF 3" PASSING A NO 200 SIEVE SIZE.
_ ~/4"~,\
SLOPE TO FIT r-
DRIVEWAY~
, tj) ^
lib
, "'It
.......
o
~-. .........
~ocz,~o
'...... F- ~
. (f)~
"'~ to'
,
......
co
BRICK PAVING DETAIL
RD-1024 6/14/94 NTS
DROP CURB
FOR MORE NOTES AND DETAILS SEE FOOT INDEX NO. 300
RD-1014 6/14/94 NTS
8"
5"
6"
lJt
.S
c::
~
it
.
t;
-
i
~
.~
L5
.S
~
C)
~
51-
/1 t:
J1
" .
lJt
.~
I
W .S
> ~
A ~
, t3
II
to
-2"R
1/
. ':,' ',\ / JOINT SEAL
q " .". '- 3/4"R
4
: ." d / PAVEMENT SECTION
5/8" OR 3/4" HOLE,\ (( R=2 CAST
: OR RUBBED
t-.('\.ij'
~!:
II
to ~ :1: l'
fl' I
L0
II
IX)
......
~., <I
\.
" ."
:jJ
..
1/2" EXP JOINT AND
PREFORMED JOINT FILLER
I'
6'
3"
TYPE -D- CURB
RD-1006 1/22/94 NTS
\
wen
OW
-....I
LLa:
LLc(
O::E:
....10
c(olJ-
o
C:;o
a: a:
:J::E:
en....
::Jo
c(0
om
-
oz
Ww
:E....I
....I
:J
:E
()
:E
-
PC OR PT OF RADIUS RETURN
NO 4 BARS, 18" LONG
(TWO PER GUARD)
1'\
,
I "--
I
EDGE OF I
THRU-LANE~
'1
SAW CUT FULL DEPTH I /'-
OF EXISTING ASPHALT~ 1./
------'---
l'
------
CONCRETE WHEEL STOP
RD-1030 9/01/94 NTS
~/
oC;) ~a
~ ~v
R~~~
\/o~
G
<
-
PC OR PT OF RADIUS RETURN
NEW SURFACE
NEW BASE
SAW CUT~ EDGE OF EXIST PAVEMENT
-= = = _ R,' :\.\.,,/','-... /, '-... ','-... '-... '-... '-... "- "- ...... ','-... '-... '-... '-...', '-... '-...." '-... '-... '-... '-... ',,,- '-... ".:<
//:;:/ ~~~ //j///>f/YYY;f/
;;;~#;I;lfYj/f ~ /3;'
APPLY PRIME OR TACK
MATERIALS AS NECESSARY
+'
o
CI)
.~ CI)
0-
&:~
CONNECTION DETAIL
AT EXISTING ASPHALT PAVEMENTS
iIi
Sheet No.
RD-1013 6/14/94 NTS
C-12
o
~ ~ n
I 0 ~
"'It :r: ......
N (f) ~
o (f)
~ <( ~
.
o
z
'X
~"
l.&.I N l.&.I
<( ....J <(
....J [IJ ....J
u
o
..........
"tJ
c: CD
m .:II. c:
'r;; ~ ~
II) .s::. f
o U 0.1
n
o
~~ ....... -I
r N c
l~
~ 0)
J~
I '" 0
tOZ
I ...... .
~~ I
~ Lt
~
ONao
~~~
1"')0)
UI"') .
~ ....
:JON
en"aN
1: .
"';01"')
BI:i: co
L.. .
....ox
en 0.<
QtELa...
J:~
~ ~
i 0
o
~ :..
N
N N
o .
.... I"')
....
ao
ID
I~
i Iftl
! .-.J
....
0)
N
....
d>>
I"')
o It)
00)~
I"')It)N
u~,....
~I"')x
~o~
"a
.,-
U~1t)
ol:i:o
ii: .: ~
.ltU.
-..; ........
001"')
ll.f~
00,....
ao..!!N
I"') (J""')
IIlIIIIIIIIl
N
....,
en
....I
-
c(
....
W
o
W
....
-
en
+'
CI) CI)
CI)_
~~
~
B
o
K
SANITARY MH
RIM: 55.10
INV: 52.50 S
INV: 52.55 W
STORM MH
RIM:55.01
INV: 52.11 N
BOTTOM: 49.71
tO~
~.
~
STORM MH
RIM: 55.32
INV: 52.17
r'1
011
~II
011
\to I I
Nil
I I
I I
I I
I I
I ,
I I
I I
SECTION(S)
28
TOWNSHIP 28 SOUTH, RANGE...12.- EAST
PINELLAS COUNTY, FLORIDA
~rv
~.
x<O
t
/
/
j
I
/
/
/
~< - td<
(j)<i)> (j)"'?
~ ~ s::>
(j)"?
~
<t C _H A R L E 5 _
24" ASPHALT PAVEMENT
A VENUE
CURB INLET
5"CLAY
~------
^- ..... I >-
tOJ tOJ I <(
<J<' <0'>.' -t.d
I
10
rv~ <;JtO
<0<0' <0<0'16"
CONC.
--.....:I:l
- - -"J;7
BOUNDARY AND TREE SURVEY WITH ELEVA TlONS
LOTS 4 THRU 15, BLOCK 4
ACKER'S SUB-DIVISION
I"otO
~.
<0
2' CONC CURB
d( ~Xy .
"J "Iu
~. ~. z
~ <;J~ ~
~.
~
I
1
--f
STORM MH
RIM: 55.22
INV: 48.92 S
INV: 48.98 W
INV: 48.97 N
",to
b'
~
I
--1
JDL LI NE TABLE
Ll S 80049'22" E
L2 S 29051'24" E
L3 S 02017'02" E
L4 S 22045'56" E
L5 S 07042'59" W
L6 S 33005'03" E
L7 S 86021'06" E
L8 S 02017'12" W
L9 S 37058'01" W
Ll0 N 86030'27" W
L11 N 60022'11" W
L12 N 10049'00" W
L13 N 03009'35" E
L14 N 24033'08" W
L15 N 62027'58" W
L16 N 26057'38" W
L17 N 12049'38" E
L18 N 16051'13" W
L19 N 22019'30" E
L20 N 44016'44" E
L21 N 65034'07" E
26.06'
21.06'
37.31'
21.35'
23.99'
33.54'
29.69'
62.75'
29.07'
45.71'
22.98'
40.18'
27.49'
28.89'
17.66'
29.26'
29.57'
18.64'
19.54'
15.80'
21.36'
THIS SURVEY IS SUBJECT TO ANY FACTS
THAT MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH, ALSO SUBJECT
TO SETBACKS, EASEMENTS AND RESTRICTIONS
OF RECORD.
UNDERGROUND FOOTER, OR STEM WALL NOT
LOCATED OR SHOWN, UNDERGROUND UTILITIES
NOT LOCATED OR SHOWN.
BEARINGS BASED ON THE SOUTH RIGHT-
OF-WAY LINE OF CHARLES AVENUE, BEING
S 89-36'59" E.
t--7-OHC-
/ ELECTRIC ~
BOX ON C/S<o<l)"'f.
- - - - - - - - - - S8g.36.S9"E(P)(F) 297.67~ - - - ~lE-;;OST ~S5:' i6
~1' ~<? <0 ~ ~ '" 9::? to '0
<0 <I) <01"0' <01"0' <01"0' <01"0' ':) <0<0' <0<1)'
10"OAK 0
6
CURB ,...__
INLET '-
~
io
....
LOT 3
FIR/C
<l)tO<:> #2964
,
I
I
I
,
I
'\II
<0<0' I
,
I
I
I
I---
I
I
I
I
X~?I
~ I
I
I
I
I
I
g,<:>1
~ I
I
I
I
I
I OAK 6 0 '1
I I OAK 4j'
I I OAK 4" ! .
OJ. X 4- '!' X (j){ G..<o1'1 Ix~X g~~ 6; ~! q.1! '\I
" BAMBOO CLUSTER ",X G..~ J< ~ 'J ~ G..Ix" /X<o'"
I <0'" . I W <01"0' 'J ! I
I I I !
1!i"x " 3' UTILITY ESM'T, .
'-~ 4-0HC~ =-- - -- -= - =-- - - ~ - - - - -=- .L )) X - 37""UTIUTY ESM'T.- ~4 f"I .
od f'QI~plN~ T5,...----07"~TRUS --- ------;"7'~4"T~"ELM---- <o<O~I-----.L-:;-:r--------_::.l.'~\ I
. K.. 6.6'
~~
N
L' ) )
~~
g,'Y
'j
g,<:>
~
I ~<r?
I':>
I
I
--l
NOTES:
1. JDL = WETLAND JURISDICTIONAL LINE AS
STAKED BY SCHEDA ECOLOGICAL ASSOCIATES, INC.
ON JANUARY 14, 2003.
2. W-# = WETLAND JURISDICTIONAL NUMBER AS
STAKED IN FIELD.
1. = 20'
~
g,.
~
rj<
~.
<0
"x
(j)'
~
I
I
~Q~t
20
o
Ix'>
~
WALK: B.O'E
CURB: 16.0'E
SCALE
IN
20
FEET
40
<;JX
g,.
~
~
~.
<I)
~
~.
~
tOX
~.
~
~X
~.
':>
- - -
--- ~
45.00'
(/)
LLI
Z
<(
..J
C
Z
::;l
o
(Xl
FE
---1~
I'
~
~.
~
z
<(
~
~
o
0:::,
~
\-...
::t: "(
---.I
\-... I.e:.-
O to<)
o ~
Q:)I}..
~
..
<: ::t:
I
~IC)
...... 6
~ Q::
~1C3
<:
\.) -
~
~. ~
t
DESCRIPTION:
LOTS 4 THROUGH 7, TOGETHER WITH LOTS 12 THROUGH 15, BLOCK 4, ACKER'S
SUB-DIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE
91, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
TOGETHER WI TH:
THE WEST 75 FEET OF LOTS 9, 10 AND 11, TOGETHER WITH A PORTION OF THE WEST 75 FEET
OF LOT 8, BLOCK 4, ACKER'S SUB-DIVISION, ACCORDING TO PLAT THEREOF, AS RECORDED IN
PLA T BOOK 30, PAGE 91 OF THE PUBL I C RECORDS OF PI NELLAS COUNTY, FLORIDA, IN
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, SAID PARCEL BEING
DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID BLOCK 4, RUN
SOUTH 89 DEGREES 37'09" EAST ALONG THE SOUTH LINE OF SAID BLOCK 4, FOR A DISTANCE
OF 616.65 FEET TO THE SOUTHWEST CORNER OF SAID LOT 11, FOR POINT OF BEGINNING,'
THENCE NORTH 00 DEGREES 17'43" EAST ALONG THE WEST LINE OF SAID LOTS 11, 10, 9 AND
8 FOR A DISTANCE OF 240.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE
SOUTH 89 DEGREES 37'09" EAST, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE
OF 57.67 FEET; THENCE SOUTH 30 DEGREES 40 '22" EAST FOR A DISTANCE OF 33.67 FEET TO
A POINT OF INTERSECTION WITH THE EAST LINE OF THE WEST 75 FEET OF SAID LOT 8;
THENCE SOUTH 00 DEGREES 17'43" WEST ALONG THE EAST LINE OF SAID WEST 75 FEET OF
LOTS 8, 9, 10 AND 11, FOR A DISTANCE OF 211. 15 FEET TO A POINT OF INTERSECTION
WITH THE SOUTH LINE OF SAID LOT 11; THENCE NORTH 89 DEGREES 27'09" WEST ALONG SAID
SOUTH LINE FOR A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING.
TOGETHER WI TH:
A PORTION OF THE 30 FOOT WIDE RIGHT-OF-WAY FOR ALLEN AVENUE, AS SHOWN ON THE
PLAT OF ACKER'S SUB-DIVISION, AS RECORDED IN PLAT BOOK 30, PAGE 91 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 15, BLOCK 4, SAID PLAT OF ACKER'S
SUB-D I V I S ION, THENCE THE FOLLOWING FOUR (4) COURSES:
1) S 89037'27"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF ALLEN AVENUE, 315.20
FEET; 2) S 00017'43" W, ALONG THE WESTERLY RIGHT-OF-WAY LINE OF McMULLEN BOOTH
ROAD, (AS NOW EXISTING) I 30.00 FEET; (3) N 89037'27" W ALONG THE EAST-WEST
CENTERLINE OF SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, 315.23 FEET; (4) N 00020'41" E, ALONG THE SOUTHERLY PROJECTION OF THE
WEST BOUNDARY OF SAID LOT 15, 30.00 FEET TO THE POINT OF BEGINNING.
CONTAINS 0.217 ACRES, MORE OR LESS.
"x
g,.
~
"'x
~.
LOT 5 <0
"'X
(j)'
~
I
I
J
<o~. I
I
LOT 8
q<
~.
~
ILLI
I~
..J
t-
9
..J
<(
I~
I~
0PINE 16"
~X
~.
~
rl
(j)'
~
X
~~
~
LOT 6
Ix~
X<-:>
~?;
<-:>
LOT 4
06" OAK
~
4-5.00'
--I
~
~.
~
-
..J
~
a::
cf
~.
<I)
~<9
<0
X
X
~
(j)'
~
X
~l
':)
.{<
(j)'
~
~
~~I
':)
"'x
~.
~
o 10"OAK
L
C
4
P 0 N D
3:
JURISDICTIONAL
AREA
(SEE NOTE 1)
0.38 ACRES
ST 75.00'
! '"
Ix~' OAK 12"
o OAK 12" X
~ W-4 0 q<V?
LOT 9
~
:::>
u
~
(/)
u
to
~C)
<J<'
~
u
N
- - X
~V?
~
C
LLI
:::!:
O:Lu
'-'ll
LL1_
.~
;:!;a
.~
oa
~a
o
0<:: 0
z
00AK 14"
o bff19'~'
cd unuTY
C C
COX
~.
':)
.{<
!O.
~
\.)
20" <ofo'
~ 20"
7"OA~
tOT
~.
':> I
X
~~
~
",X
~,
<-:>
X
~9
~
.....:
">;;t-
~
~~
<l)k
(Xl
a::
:::>
o
d
z
o
o
'"
(/)
(/)
<(
a::
C>
8.0'
.k
"x
~.
<0
",X
!O.
~
",X
~.
~
I
,,:>j:
!O.
~
<;JX
!Q'
~
q-
~.
':)
X
",,<:>
~
II
""l
~
"-
f-
a
a
tI)
b
5
I
co
I~
..t
10
--J
LLI
:::>
~
<(
z
~
..J
<(
C
Z
~
(Xl
t-
(/)
<(
LLI
a:::
o
l.L..
W
Z
<(
--I
Z
a::
~
OAK 38"
o
.-
OJ
~
SURVEYOR'S CERTIFICATE
THIS IS TO CERTIFY TO THE HOGAN GROUP, HILL, WARD AND HENDERSON, P.A., ROBERT HUPP, ALLEN MCMULLEN,
MCFARLAND, GOULD, LYONS, SULLIVAN & HOGAN, P.A. AND ATTORNEYS' TITLE INSURANCE FUND, INC. THAT:
(A) THIS MAP OF PLAT OF SURVEY (.SURVEY") IS AN "AS BUILT" ON THE GROUND SURVEY OF THE PROPERTY
DEPICTED HEREON ("PROPERTY.) MADE ON JANUARY 14,2003, BY ME OR DIRECTLY UNDER MY SUPERVISION IN
ACCORDANCE WITH LOCAL PROFESSIONAL PRACTICES.
(B) THE SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEY IN THE STATE
OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 61617-6 FLORIDA
ADMINISTRATIVE CODE., PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
(C) THE SURVEY AND THE INFORMATION, DETAILS, COURSES AND DISTANCES SHOWN THEREON ARE TRUE, CORRECT
AND ACCURATE.
(D) ALL RECORDED EASEMENTS AND OTHER EXCEPTIONS AS NOTED IN ATTORNEYS' TITLE INSURANCE FUND, INC, 's
TITLE COMMITMENT NO. CF-956801 HAVE BEEN, CORRECTLY PLATTED ON THE SURVEY.
(E) EXCEPT AS SHOWN ON THE SURVEY MAP, THERE ARE NO DISCREPANCIES BETWEEN THE BOUNDARY LINES OF THE
PROPERTY AS SHOWN ON THE SURVEY MAP AND AS DESCRIBED IN THE LEGAL DESCRIPTION OF RECORD.
(F) EXCEPT AS SHOWN ON THE SURVEY MAP, THE BOUNDARY LINES OF THE PROPERTY ARE CONTIGUOUS WITH THE
BOUNDARY LINES OF INCLUDED ADJOINING pARCELS, ROADS, HIGHWAYS, STREETS OR ALLEYS AS DESCRIBED IN,
THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTION OF RECORD.
(G) THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THE SURVEY MAP FORM A MATHEMATICALLY CLOSED FIGURE
WITHIN PLUS OR MINUS 0.01 FOOT.
(H) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST, AND THE LOCATION, SIZE AND TYPE OF MATERIAL HEREOF
ARE CORRECTLY SHOWN.
(I) EXCEPT AS SHOWN ON THIS SURVEY, THERE ARE NO VISIBLE ENCROACHMENTS ONTO THE PROPERTY OR ANY
EASEMENT LOCATED THEREON, THERE ARE NO VISIBLE EASEMENTS, RIGHTS OF WAY, ABANDONED ROADS, LANES, OLD
HIGHWAYS OR USES AFFECTING THE PROPERTY AND THERE ARE NO VISIBLE DISCREPANCIES, CONFLICTS OR
SHORTAGES IN AREA OR BOUNDARY LINE CONFLICTS.
(J) THE SIZE, LOCATION AND TYPES OF ALL IMPROVEMENTS ON THE PROPERTY ARE SHOWN ON THE SURVEY AND ALL
ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND APPLICABLE BUILDING SETBACK LINES, AS SHOWN
HEREIN.
(K) THE OISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS SHOWN ON THE SURVEY.
(L) UNLESS OTHERWISE INDICATED, ALL ROADWAYS SHOWN ON THE SURVEY ARE DEDICATED PUBLIC ROADS AND THE
PROPERTY HAS DIRECT ACCESS THERETO.
(M) BASED ON A SURFACE INSPECTION, THERE ARE NO VISIBLE CEMETERIES OR BURYING GROUNDS ON THE
PROPERTY.
(N) ALL (VISIBLE) UTILITY SERVICES ENTER THE PROPERTY THROUGH ADJOINING PUBLIC STREETS. EXCEPT THE
SURVEY SHOWS THE POINT OF ENTRY AND LOCATION OF ANY (VISIBLE) UTILITIES WHICH PASS THROUGH OR ARE
LOCATED ON ADJOINING PRIVATE LANDS.
(0) THE SURVEY SHOWS THE LOCATION OF ANY (VISIBLE) TELEPHONE, TELEGRAPH, ELECTRIC OR OTHER POWER
LINE WIRES AND POLES ON THE PROPERTY.
(P) THE SURVEY SHOWS THE LOCATION AND DIRECTION OF ALL STORM DRAINAGE SYSTEMS FOR THE COLLECTION AND
DISPOSAL OF ALL ROOF AND SURFACE DRAINAGE AND ALL STREAMS, RIVERS, PONDS OR LAKES LOCATED ON,
BORDERING ON OR RUNNING THROUGH THE PROPERTY.
(0) NOT USED.
(R) THERE ARE NO OBSERVABLE INDICATIONS OF RECENT BUILDING CONSTRUCTION, ALTERATIONS, REPAIRS OR
STREET OR SIDEWALK REPAIRS ON THE PROPERTY, EXCEPT AS LISTED HEREON.
(S) THE NUMBER AND TYPE (STANDARD, COMPACT OR HANDICAPPED) OF PARKING SPACES IS CORRECTLY SHOWN ON
THE SURVEY.
(T) THE PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD PLAIN, OR IN AN IDENTIFIED "FLOOD PLAIN AREA- AS
DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, PURSUANT TO THE FLOOD DISASTER
PROTECTION ACT OF 1973, AS AMENDED, AS REFLECTED BY FLOOD INSURANCE PANEL NO. 125139 0089 C, DATED
6/1/83, WHICH PANEL COVERS THE AREA IN WHICH THE PROPERTY IS SITUATED. SAID MAP INDICATES THAT THE
PROPERTY IS LOCATED IN FLOOD ZONE "C". .,<.
LOT 16
COX
~.
~
g,~
~
X
7.9'
LOT 15
LOT
14
o
LOT
13
45.00'
"X
~.
<0
~X
!Q'
~
<);X
!Q'
~
~9i
",X
!Q'
':)
~
b"
':)
o
n
..t
10
7.7'
~'Y
<0
X
J<
!Q'
~
J<
4-ffi' 0 4"OAK
4"OAK
o
I
I
J
<ofo' I
I
~X
!Q'
':)
b':-
~
X
,,~
Ix'
~
PINE 25"
N
l'
GENERAL LEGEND:
SIRjc = SET IRON ROD & CAP No. 2984, FIRjC = FOUND IRON ROD & CAP, FIP = FOUND IRON PIPE, FPP = FOUND PINCHED PIPE, RjW = RIGHT OF WAY
FCM = FOUND CONCRETE MONUMENT, SN&D = SET NAIL AND DISK, FN&D = FOUND NAIL AND DISK, PCP = PERMANENT CONTROL POINT, (p) = PLAT DATA
PRM = PERMANENT REFERENCE MONUMENT, PKN&D = PARKER KALON NAIL AND DISK, (D) = DEED DATA, (F) = FIELD DATA, (C) = CALCULATED DATA
PROP. = PROPOSED, COV. = COVERED, ESM'T = EASEMENT, F /C = FENCE CORNER, CLF = CHAIN LINK FENCE, W/F = WOOD FENCE, = CENTERLINE
CONC. = CONCRETE, CjB = CONCRETE BLOCK, CIS = CONCRETE SLAB, AIC = AIR CONDITIONER, E/P = EDGE OF PAVEMENT, LFE = t.OWEST FLOOR ELEVATION
PB = PLAT BOOK. OR = OFFICIAL RECO.RD BOOK, C/C = COVERED CONCRETE, MAS = MASONRY STRUCTURE, B/C = ~C~ OF CURB, B/T = BUILDING TIE
CS/W = CONCRETE SIDEWALK, OHC = OVERHEAD CABLE, PL = PLANTER, S8M = SITE BENCHMARK, j::L = ELEVATION, 0 8 OAK = TREE WITH SIZE & TYPE,
x = WATER VALVE, r- = GUY & ANCHOR, % = UTILITY POLE,e4- = LIGHT POLE, f::::. = SIGN, *9 = PALM, CNS = ORNER NOT SET OR FOUND
~= LANDSCAPE LIGHTS
W-10
SANITARY MH
30' RIGHT-OF-WAY RIM: 55.53
(TO BE VACATED) INV: 48.03
EAST-WEST CENTERLINE SECTION 28-28-16 q<<t;J
(j)'Y !Q9 b1' ~1' CNS
~ ':) ~ ~ \ WALK: 4.rE
......0 \ \ CURB: 12.3'E
OAK 28" ~OAK 12" " . <o~:J ~\ \ I
~12" 00AK 12 8 CX:\\
0P1NE 15" 00AK 14"14" g *12" ~ C~\\ I
o 56.89, , , ,.P~C 'R~"t-\'-{ '\~ .1..1 I
4' CS/W THIS AREA 0 OAK 13" (). "t-~~"t- ~~......" ~ ",to ",tO~
NOT LOCATED \>~~~~ ~ <01"0'\,<1). 55.42q<" I
- ~S. R/W LINE PER- - ~'5' DRAINAGE & unUTY EASEMENT~ ' :;.~
PLAT BOOK 103, "C) 4-'1
PAGES 2 & 3 4- . I I I ~ I ,
--------------------------------------------------------------------- -------~O;~--------------------------- --i-T~
THE VININGS AT COUNTRYSIDE 12" * I !
PLAT BOOK 103, PAGES 2 AND 3 I I I
SANITARY MH I I I
RIM: 56.39 I I:
: I I
25' SANITARY SEWER EASEMENT OR 5473, PAGE 1388 I
I I
I I I
1.5' CqNC 10~UMN
7' SIDEWALK EASEMENT ~
I I
I
I
:
.... .
vo
. 0
o .
N-
o 0 ",<0
I") ~\x
~x 8 24- CONC. PIPE 24" CONC. PIPE
~. r--------- --------
~ ZL-_______ -----__1
o 24"OAK
(j)9
~ .
10
....
S 69'37'09" E
(j)9
':)
S ~037' 27" E
616.65'(0)
<-
~.
~
O 36"OAK 0 S"MAPLE
010
~ ",JWITNESS CORNER
_ ~ . F~/~ 11<.2" _ _
315.20' '" ...'"
~~' ~"
o
~
POINT OF BEGINNING
ALLEN AVE. R/W
w
-X-
g,:-
'j
o OAK 30:
~ I
L-L-- x
<0'" ~ 4- ":-
~9
<I)
*-
--1--
nJ.
SO'
"I
'"
c.j
",X
!-C'
~
<oX
~.
~
in
....
CNS
o
{:? 0 OAK 13"
~AK 11" OAK 13"
~
x~I"o'
L LEN (j)<t;J A V E N U E
':)
N 89"37'27" W(F),:>fo~ 315.23'
N 89036'56" W(P)
STORM MH
RIM: 54.24
INV: 47.84 W
INV: 47.99 N
INV: 48.16 SE
I
-~IQ
~.
~
.
o
o
o
I")
~":-
<0
o OAK 2S" 0
OAK 14"
20' DIRT ROAD
(j)~ A
~
o 14"PINE
S8M
EL: 53.63
SANITARY MH
RIM: 57.69
INV: 51.41 W
INV: 51.31 E
o OAK 7"6"
Q 0 00AK 14"
OAK 7"~ OAK 7"
OAK 8"
SBM - -r-- -
EL: 57.69 I
SANITARY MH
RIM: 53.63
X
g,~
~
TOPOGRAPHIC INFORMA liON THIS AREA, NOT MAPPED OR SHOWN
ACCESS NOT ALLOWED BY MANAGER OF ADJACENT PROPERTY
V
l'
,...;
10
v
......
'<t
V
N
OJ
~tO
~.
~
3:
(/)
I .
v
......
~
'*l::
~
3:
w
Z
l.L..
W
a::
C>
3:
o
<<:
~
o
TRAFFIC
SIGNAL
BOX
tO<o
~.
~
w
I?:
..J
~'"
~.
<-:>
w
w
z
-
..J
~
:::>
u
100.00'0
z
o
u
""
/:::;,
'<tz
1'-:<(
"<1--
100
W
:::!:
(/)
(/)
<(
a::
c.:>
"
I HEREBY:CERTIE'Y THI'.T tHf.5"" SURVEY' HAS:BEEN MADE UNDER MY
RESPONS ISlE CHARGE 'ANtI MEEf'S THE MI N:r MUM TECHNI CAL STANDARDS
Mi SET FORTH BY THE FLORIDA BOARD OF.. PROFESSIONAL LAND
SURVEYORS:IN CfoIAPTER 61017:-6, FLORIDA ADMINISTRATIVE CODE.
PURSUANT TO SECTION ~72.017FLORIDk STATUTES.
DWG. FILE No.
17211
SHEET No.
METAL FRAMING
WITH 1.3' COLUMNS I
(UNLESS N01EO I
OlHERWlSE) I
I
I
I
~ 55.S
,.,
>-
a:::
~
VI
<
:::l:
I~
I .
I~
ADD JURISDICTIONAL LINE, TOPO SOUTH OF ALLEN AVE
UPDATE SURVEYOR'~ CERTIFICATE
"NOT VALID WlTl-lOUT THE
SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND
MAPPER"
SCALE
1" = 20'
DATE
01/27/03
DRAWN BY
DMAX
CHECKED BY
JRB
CLI ENT
PROJECT
JOHN R. BEACH & ASSOC I A rES I I NC .
t ~ LAND SURVEYORS
911 W. ST. PETERSBURG DR.
OL OSMAR , FLORIDA 34677
ONE (813) 854-1276
WAY
FIELD BOOK No.
7 OF 7
DATE
REVISIONS
BY
02/17/03
01/27/03
DMAX
!
II)
0;
~
~
cf
.r
<
Ci
~
~
~
.r
!
C;
~
i
~
ct
~
~i
~z
~.!'
~I
4'-3"
NOTES:
FOR ADDIllONAL DETAILS SEE FOOT INDEX NO 201 &: 221.
BOTTOM &: SIDE STEEL IS GRADE 40 14 BARS 0 12" CTRS
BOTH WAYS.
MAXIMUM DEPTH FOR THIS STRUCTURE IS 15'.
MAXIMUM PIPE SIZE FOR 2'-11" WALL IS 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-0" WALL IS 36" CONCRETE PIPE.
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE
TO BE CHAMFERED 3/4".
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
2'-1 1/2" . 2'-1 1/2"
A-l
d
. "
j
.. ., d'" ;:l
a~ ~~__~__~_____q___~_~_
.. 4 a ~ <l <l
,
.
, .
d
. "
'"
.
.! .
4'-3" 0 TO 0
.
~
I
in
"
~ ^XY ^ NY'/)
\y.\M X )( W'1. ~
&- \'1. VV'x )( ~x "
X X )( >tx )( X )( )(^x IX)
Ky ~ 'ivY. m .-
,-
STEEL GRATE
H- 20 LOADING
B
L . .
4 ,
B
: ".. J
. 4
<l" -~-_&....~-..r---~-----""----
.. 4.." 4 .d.A ..
4.. .. <l
, . ,
"
. "
A
PLAN
5'-4"
6"
PLAN
GRADE
6"
2'-11'
~~I//~
III~~IIJJL I \ ,I) ',F
~IOLT
SEE INDEX
201
.-
I
N
~I"
5'-4"
4'-4"
4'-3"
<l"'" ".oj
r1
:1 -
:l '
.
CO
"
It)
~
"
"
, .
.
It)
,
.
. ,
, .
d .It 9r....-5/16..
. , 71:1J
. 4"~
,~...
.
4.
d ,
~7"/
"
-
I qS:'. .d.
CT' II
~4:11
'""\..:r
. .
:, ~lS
,,' UJ La..
~~o
~~N
~~?:Ci .
.d ~ C en
~~~~
: F iii
g@~~
~I=I::I
lii~~o
Z~-Z
OUJ::I-
Ua..:J::I
"
- '-- ,--
. 4
. '
,,'
.. .4
8"
4'-0"
a".
,
,
<14 . 2"
.
2'
4
. ,
.
. . '"
.
,:1 ..
. ~
h. . ,,'
I
IX)
"
. . ,
"
, J
. .
,
.
~ .
.d..,~<!1"<1
.
" .
.
d
... ..1.:1."..tI
<l ...:1"
" ,
"
" .
, "
. "
SECTION AA
SECTION BB
FDOT GUTTER INLET TYPE -v-
DR~1063 12/12/94 NTS
4:1
M
o X ABC E F G SiNGlE DOI.8LE TRIPLE QUAD N
PIPE PIPE PIPE PIPE
15' 2'-7" 2.27' 4.01' 8.38' 4.03' 8' 1.22' 4.83' 7.21' 1.71' 12.37' 1.11'
18" 2'-10" 2.38' 5.12' 7.48' 5.03' I' 1.41' 4.12' 7.75' 10.58' 13.42' 1.21'
24" 3'-5. 2.53' 7.18" 1.71' 7 .03~ 11' 1.73' 5.50' 8.12' 12.33' 15.75' 1.25'
30" 4'-3" 2.70' 1.25 11.15' 1.03' 13' 2.00' 8.08' 10.33' 14.58' 18.83' 1.21'
1/1
J...---- SOD - ~ BEVELED OR "
c.. rl/ ROUND CORNERS
'" oT1cc=-=c=c-======~~~~?=--tn~:i- ,,~i
1C _nm_ mn__~ 3~..
'- --- ----- ----------~ -,---,- ~
- I I
t LO ... .:.... ~ I
~ ~", :.:..;........ /l!t\ : I~
,,, ~ .. '" ,....; I it/ -> _____
r CONCRElE SLAB 5-1/2.1H~ :J _ soo
I REINFORCED WITH WWF 6x6 Wl4xWl4 k
TOP VIEW - SINGLE PIPE
~SEE GEN NOTES
S(Op~ FOOT INDEX
11-1~/~S , NO 272
Sa SEE FOOT INDEX
NO 272
DEEPEN AROUND j~'S/ A C
OUTSIDE EDGE OF
PIPE FOR 5-1/2" SLAB--7J" .,~ ~
[1 '- ..' . ~~., DITCH OR
Cl ~ '-CONCRETE 0 € ~ ~ . POND BOTT7M
r PIPE7 ./ I "",- 19
/ CONNECTO~"'" I SADDLE./"" ..... ";./-
Z' I V- f4 BAR S' i u'<~::<~'
fJWlNLf,SS-- E 5' SOD
NO PIPE JOINT PERMI 'TED
UNLESS APPROVED BY THE ENG NEER
~F ( PIPE TO BE INCLUDED UNDER UNIT
PRICE FOR MITERED END SECTION) · SlOPE: 4: 1 MIlER: TO C tlPE FOR PIPES
18" AND SMALLER.
2: 1 FOR PIPES 24" AND
LARGER.
SECTION
MITERED END SECTION
FOOT INDEX NO 272
DR-1076,DWG 7/30/92 NTS
~\~
c;
c.,oQ
i 4
1~
-III ffi=-
,- III III II
4 IT ill TIT ill TIT ill IT
~
2' SOD
~.. ~~ ~//"
':I , DIA OF PIPE LESS THAN 15"
~ ~ .,/
111T~lli' 1 il~- .' . 111 rU ITTT~II,
~. '11-"
3,000 PSI CONC AT 28 DAYS
6" MIN ~ ~ ~ ~
NOTE:
CUT PIPE TO MATCH
SLOPE OF ENDWALL
TOP OF BANK
~EXIST GRADE\
Cl
o
en
~EXIST GRADE\
N
4. I Z '
(1)_4
2' SOD ", ''C' , "\ >. 2' SOD
~ ~ 4 )., ~ ~
. I~-II rlll'lll- ~III III 'll r~1
" I I fn -IT!: =11"1= ~TL J II III=-
'-111-11'-"
MITERED END SECTION (PIPING LESS THAN 15-1
1,..
II
DR-I064,DWG 12/16/94
18 OZ NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
POST ~OPTIONS: 2"x4" OR
2-1/2' MIN DIA WOOD; STEEL
1,33 LBS!FT M~)~
::::::::::::::::::t:t:::::::::::::::::::::::::::::::::::::::::::::::::::::::t:I::::::::::::::::::(~::~
~:::::;::::::::'J.t' t'::'J.t' ..::.::::::::::::::::::::::::::::'J.t..."J.:::....::::..:::/
........ ........................... ..............
........ ............................. .............
. ..... ........................... ..............
::~:~:::::}}~t:({:~:~:~:~:::?::~:~:~:~:::::}~{:::~:~:~:~t~(~:~:~:~:~:~:::~:~:::~:~:
........,JL...........................J..............
:::::::::::::::h:t~:::::::::::::::::::::::::::::::::;S:::::::::::t:t::::::::::::::::2
'.:::::: :::t.t. :.:. :.::::: :::::::: ::. :.:.:.:. :.:. :.:. :-:J:I'.'o'o'o'o' .... ::.:.:.:.:
~ ~ttI~tt~
4 II 4
- ~
~ W
~ ~ttI~1~ ~
u u
STORMWA TER INLET
STAKED TURBIDITY BARRIER
I FLOW I FLOW I
ill $t=ft I ~:~~ I ~-t:t ill
PLAN I DOWNSLOPE
2"x2" WOOD STAKES WIRE OR NYLON
2 PER BALE ~ BOUND BALES
1='1 "\AI f EXISTING GRADE
1If\.. -
u ~ "- 2' (MIN.)
SECTION
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
n nn nn nn.n..
litt i=t.~ mit fj lift ,fJ-
~!I- !'Ff~!+- Jfr-' l!!i !~lW= Il, +
1111 1111 1111 1111
u U u U u U u U
BALES BUTTED TIGHTLY
TOGETHER
ELEVATION
HAY SILT BARRIER
EROSION CONTROL DETAIL
NATURAL GROUND
OR SUBGRADE
,\ ~ V,,-,\:
ELEVATION 2'-0" ABOVE TOp/>: /~><(
OF PIPE. CUT-OFF SHEETING <::
IF REQUIRED. ,/
~~/>0
y-BACKFILL TO BE COMPACTED
TO 100% T-99. LIFT
THICKNESS MAY VARY
DEPENDENT UPON MATERIAL,
EQUIPMENT, AND COMPACTION
METHODS USED, BUT IN NO
CASE SHALL EXCEED 12".
DENSITY TESTS TO BE TAKEN
IN ACCORDANCE WITH THE
GOVERNMENTAL AGENCY
HAVING JURISDICTION, OR
AS MAY BE REQUIRED BY
THE ENGINEER.
v~ /~/;/// /;/ ~/
~~/ ~;;
% ///~
:/ / "'D~ 3
BEDDING AND BACKFI LL WITH / ) 'i / L
SELECTED MATERIALS TO BE ~I == IIII 1T1.~
PLACED AND COMPACTED IV == I ~III ~ 11111 ~ ~'m
6" LIFTS UTILIZING MIETHODS = ([I ill i I =l~JJl
AND EQUIPMENT APPIROVED _ _ _ _ _ _ _
BY THE ENGINEER. A ~= = = = = =
/'" - -UNSUITABLE - - /"-
PIPE BEDDING TAMPEID ~. MATERIAL __ - ~
AND COMPACTED ~y - - - - - -'Y - ~
~>> ,>>'>::
/~~ - - - - - --= ~~
~'>::z - - - - - A>j;'\:.-;.
'~'~~~>L~ V)0;(7;~%~
/-:;Y~,/;-.'\: /,,"- ~)::::.>>>/>"-
//-1//1'
BOTTOM OF EXCAVATION
ELEVATION TOP OF PIPE
OR HYDRAULIC STRUCTURE
6" MIN - 12" MAX
12" DIA AND UNDER
NOTE:
FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE
NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS.
TYPICAL TRENCH SECTION
DR-1067.DWG 11/17/92 NTS
EROSION AND SILTATION CONTROL
1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED
PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS
SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL
STORM. SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED
DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION.
WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED,
CLEANED OF SILT. MUD AND DEBRIS, AND BE RE-SODDED TO PROPERLY DETAIN THE
INTENDED STORM QUANTITIES.
2. PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL
STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS
WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM
SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS.
3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL
BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND
WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT
PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED,
CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS
SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS.
EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS,
DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE
OR EROSION WITHIN ONE WEEK OF INSTALLATION.
4'-OW
1'_6W
4'-4W
..
FACING POND
<J
OJ
.
Al
LJ
A!
;~<
:.~~~
<J ~~~
~
.:ON
!:~
C
~
-
3/8W FIBERGLASS SKIMMER
OPEN TOP AND BOTTOM (TYP.) -....~ .1
BLEED-DOWN
ORIFICE ASSEMBLY - r--..
(SEE DETAIL) <f1 LJ '".1J
3'-OW
8W
~
(l'I'P.
J
~ ~
I"
02
.
<J
",
<:.~
.1<~
~~~
<16 30 LF OF 18w RC~
2-1/4w
(TYP.)
CON ST. 4" THICK CONCRElE---./
SLAB UNDER SKIMMER
.1
<1,-"""
./
LJ <J
OJ
<J .
Z BRACKET
(STANDOFF)
(TYP.)
PLAN
3/8" x 3w SS FASlNERS
o 12" O.C. (MIN. 2 EA.
SIDE) BOL lED TO EACH
SIDE OF SKIMMER (TYP.)
SCALE: N.T.S.
.
FACING POND
TOP OF SKIMMiR 56.50 (GRATE EL.)
3/8" FIBERGLASS SKIMMER
OPEN TOP AND BOTTOM
WEIR EL. = 54.50
ORIFICE EL. = 53.65 (S.H.W.T.)
CAP WITH 1.0" DIAM. TAP
I' 18" r I
.
...
N
:;- -
t':l
{
~d . ~
BOTTOM OF SKIMMER EL. = 52.50
TOE OF SLOPE ELEV. = 52.65
;:;T~~rl~i~~~~:r~~~U~~:I:!;~ ~
(SU M P )'i~$T!ftj:I'mUm'UIT~;lmh~TlUfl ", '
BOTTOM OF INLET EL. = 47.50
'- BLEED-DOWN
ASSEMBL Y
(SEE DETAIL)
~
t>
t>
SWHT EL. = 53.65
HWL (25 YR.-24 HR.) = 55.60
SIDE VIEW
SCALE: N.T.S.
. t
L...i;...
~ .
~
'/.-
o
S ~ t')
I 0 ~
~ :::c 0'-
'" en
o en "-
~ <( b
5. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION,
6. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND
UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING STANDARDS:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE
TIME;
B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION,
EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES.
TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY
STREAM, CHANNEL, ROAD DITCH OR WA TERWA Y.
7. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR
REPAIRED AS REQUIRED.
8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FOOT, "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION
CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
1 O. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL
REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT, THE CONTRACTOR
WILL BE RESPONSIBLE FOR OBTAINING A NPDES NOI PERMIT FROM EPA, AS WELL AS
PREPARING AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN OF BOTH
ON-SITE AND OFF-SITE IMPROVEMENTS.
.
o
z
-
U
CD .!
c: O'c.!
1m ct ~ ~
J-
"
~"
~
wNW
<( ...J <(
...J CD ...J
~
~
"JI)N-~
Suo!s!^e~
(J
o
.........
"0
c: CD
C) ~ c:
"U; CD ~
CD .r:. e
C (J C
~t') .
"'8
i:tC
<::lO 0)
Z BRACKE1--........ . E
(STANDOFF) ~ 48"
1:.---
I 18"
SECTION A-A
a.
::)
o
~
~
z
ee
~
o
:c
w
:c
I-
G ~
I "0
coz
C N a.
.~ ~:.
~ ....
&a..
.
o N rD'"
OON
~co"
v I") 02
~I")';'
OJ.g~
~ .~ ,.;
IlLiii
... "
....cx
en 0.0<
ClELa..
.1: ~
~ ~
i 0
~ .;..
N
N N
o .
.- I")
...
rD
,
tJl
.5:
c::
~
it
.
15
.....
i
e
.~
~
,~
.....
tJ
~
i
~ 6
.~
.
tJl
.S
~
.5:
tJl
~
z
~
r MOUND BACKFILL
OVER PIPE
~'.\
----------
~
u
~
02
N
.-
.
o
I
.....
w
>
ee
~ .
t
~
&
I")
o II)
om~
P")II)N
v""
....1")
.- I") X
OJ cO<
"CLa..
rf'~ II)
clLo
- II)
a.. ~ I")
~ v .
'1;;.... .-
CCl")
a..~~
Oi"
rD_N
I")U"
30 LF OF 18" RCP
wen
OW
-..J
LL~
LLee
O:c
..JO
ee~-
o
mO 0;:
'-' a: Z --
~ cC(/)
en :c .. ..J
,I- "C
..J 0 a: I-
eeo Ow
om ceo
- ~
o Z ~W
W W "
~ ..J "ee
..J ~Z
::) Z-
~ -ee
u >~
:& :0
~
18" INV. EL. SE = 49,50
'-
POND CONTROL STRUCTURECS-1
~l----
~ L----
~
~
L
~/ -----
MODIFIED FOOT INLET TYPE 'E'
SCALE: N.T.S.
<l
13"f-
2" CLEAR
<l
.
.,
<><l
4
.1 .
2" CLEAR
.,
CONTROL .
STRUCTURE'
WALL" <J
., .6 <J .6
BLEED DOWN CONTROL EL.
4" PVC - SCH BD BONDED PIPE-Z. :"
l
L
.
.,
.,4
.1
4,
., 4 . <l ,.
1'-6"
CROSS SECTION
BLEED-DOWN ASSEMBLY
SCALE: N.T.S.
~ SKIMMER
- 4" PVC - SCH 80
FEMALE ADAPTER (TYP.)
4" PVC - SCH 80 REMOVABLE
CLEANOUT PLUG (TYP.)
- 4" PVC - SCH 80 CROSS
4" PVC - SCH 80 BONDED PIPE
-4" PVC - SCH 80 BONDED CAP
WITH DIAM. TAP AS INDICATED
NOTE: 1) ALL COST FOR SKIMMER (INCLUDING
HARDWARE) IS TO BE INCLUDED IN
THE COST OF THE CONTROL STRUCTURE.
2) SKIMMER ASSEMBLY IS TO BE
ATTACHED TO STRUCTURE WITH
STAINLESS STEEL NUTS, BOLTS,
AND WASHERS.
+I
o
.~ CP
0-
ct~
+I
CP CP
cp_
m~
iii
Sheet No.
/
C-13
./
.r
iii
..-
e
~
~
,
J
~
o
~
~
~
~
s
~
..:,;
~iD
~i
~.!'
II ~
:;, e
SAND CORDGRASS
AT EL. 54.00, 3' 0,C7
12.3'
EL. 56.50 { ~ / .. \.. '" '" '" '"
(' a ~\.. f.-/ . '" '" '"
,R ~ existing ground _ _ '-- _ _ - - ~ '-- ~~ t ~ '-:--.-:. ~ -.'-'. ~."'---. - -'\
" / ,~- - - - - - - - - \\ ~~,) HL;) ~. EL. 5:.:5 ~~~ ~6~5~ANK
/ ~ ~ ! '\ V..... "I GRADE BREAK
/ ::t RED MAPLE AT EL. 53.00, 10' O.C.
/ ~ ~/ '1=,\ BUTTON BUSH AT EL. 52.00, 5' O.C.
::t POND BOTTOM EL. 46.50 ~ PICKEREL WEED BULRUSH AT EL. 51.00
~ AT EL. 50.00 TWO ROWS STAGGERED 3' O.C.
:::c:--- EL. 46.50 TWO ROWS STAGGERED 3' O.C.
ANCHOR WALL
T:L, OR APPROVED EQUAL WA TER LILY AT EL. 49.00
I ! I TWO ROWS STAGGERED 3' O. C.
2' SOD
S~ AUGUSTINE SOD FROM
EL. 54.00 TO TOP OF BANK
FENCE --.....
r--
BUILDING ~~
STEM WALL ~
~
FF EL. = 57.00 ~
10.5'
1 5.4'
-
'---T- '" '"
,L.... '4; ..-
~ '" '"
~
T
I
I
SECTION A-A
N. T. S.
2' SOD
S~ AUGUSTINE SOD FROM
EL. 54.00 TO TOP OF BANK
-
FENCE ---.....~
-
BUILDING --...... I
STEM WALL ~ 26. 0' 1 2.3' 1 5.4'
FF EL. = 57.00 I \
I W .... " ... I'
I '" '" '" '" '" ~ EL. 56.50 . . ." '" "," '" '" '" '"
~ I ~eXlstlng ground _ _ _ _ _ -!- L-""""'''''''''~'''''' _ -\
I I ---- .............
II _I - - - - - - - - - - -- - - "'. 4:~ EL. 56.50
/ ~ =s TOP OF BANK
--L, EL. 52.65
/ =c: GRADE BREAK
/ ::r;
=c:
=c:
::r;
~ POND BOTTOM EL. 46.50
::r;
~~ ANCHOR WALL
~ ~ OR APPROVED EQUAL
If
.~
'];.\
EL. 46.50
SECTION C-C
N.T.S.
E
~
en
I
~
~
cl
I
SIL T II ~ PROPERTY LINE
FENCN .
: \ SIDEWALK
7:EET & MA:CH I
EXIST. GRADE
I
SILT I '"-PROPERTY LINE
FENC~I'
I
I
5.0'
5.0'
L MEET & MATCH
EXIST. GRADE
PLANTING TABLE:
QUANTITY SCIENTIFIC NAME COMMON NAME SIZE ELEVATION SPACING NOTES
50 NYMPHAEA ORDATA WA TER L1L Y 1 GAL OR BAREROOT EQUIVALENT 49.0 3' OC 2 ROWS STAGGERED
60 PONTEDERIA CORDATA PICKEREL WEED 4" OR BAREROOT EQUIVALENT 50.0 3' OC 2 ROWS STAGGERED
60 SCIRPUS VALlDUS GIANT BULRUSH 4" OR BAREROOT EQUIVALENT 51.0 3' OC 2 ROWS STAGGERED
120 SPARTlNA BAKENI SAND CORDGRASS 1 GALLON 54.0 3' OC 1 ROW & UNDER OAK
60 CANNA FLACIDA YELLOW CANNA 1 GALLON 53.5 3' OC 1 ROW
. TAXODIUM DISTlCHUM BALD CYPRESS 7 GALLON 53.5 .
. ACER RUBRUM RED MAPLE 7 GALLON 53.0 .
18 CEPHALANTHUS OCCIDENTAILS BUTTONBUSH 1 GALLON 52.0 5' OC
18 HIBISCUS GRANDIFLORUS SWAMP HIBISCUS 1 GALLON 53.5 5' OC
* SEE PLANT MATERIAL LIST ON LANDSCAPE PLAN
); ~ YELLOW CANNA
II \"" AT EL. 53.50
3 ~ j 3' O.C.
J2 /'\ M ~
'~~l~~~H
12.0'
5.0'
FENCE,
CURB-
LJ
JI
I
~LJLJf
SAND
CORD GRASS
AT EL. 54.00 3' O.C.
c---
-
EL. 53.50
-
-
EL. 53.50
-
-
-
YELLOW CANNA
AT EL. 53.50
3' O.C.
SWAMp-1
HIBISCUS
5' O.C.
AT EL. 53.50
BALD
CYPRESS
10" O.C.
AT EL. 53.50
SECTION B-B
N. T. S.
- REFER TO PAVING, GRADING,
DRAINAGE PLAN FOR ELEVATION
20.0'
It-t l~v J.. I ^ )..
~
~
~
EXISTING 40" OAK II (
TO R EM AI N ---............1 ) \ I
ti 7) ) \ 2
U_l J_ l Jj; \\\JIrJIr~~
b= EL. 54.00 ./
t:I YELLOW CANNA---./
~-fl AT EL. 54.00
3' O.C.
J SAND
RETAINING WALL CORDGRASS SWAMP --.J
SEE DETAIL AT EL. 54.00 3' O.C. HIBISCUS
5" O.C.
AT EL. 54.00
/ \ YELLOW
1/\\ C~NNA
~ ~ 3 O.C.
J~
/)~ DuG
),~ ,~,~
T\ l
1 2.0'
5.0'
II~
. -1
SILT~ I ~
FENCE 'I ~
o
, I.~
TOB 56:5~ ~ II
. ",,,,''''''' ---~.....-
'" - - - - MEET & MATCH
13 1 EXIST. GRADE
L existing ground
,If
FENCE --.....
"
S~ AUGUS~NE SOD FROM
EL. 54.00 TO TOP OF BANK
SAND
CORDGRASS
AT EL. 54.00, 3' O.C.
i
o
"'J>I)N"-~
SUO!S!^9~
/
1 0.0'
0.
:::)
o
a:
CJ
z
c(
CJ
o
:I:
W
:I:
I-
5.0'
6.0':1:
,
FENCE --..... ~
.
I~
-1
,If
.
'"
S~ AUGUS~NE SOD FROM
EL. 54.00 TO TOP OF BANK
W
>
A ~
, ts
Wen
OW
-...J
LLa:
LLc(
0:1:
...JO
c(~-
Q C......
~C z~
a: a: c(
:::) en
en :I: .. ...J
::Jb ~CC
C(0 51-
om c(W
- a:c
Cz CJW
W W CJ
::E ...J .. CC
5 CJz
::E z_
u :; c(
11III:: c(a:
IIIIC o.C
SAND CORD GRASS
AT EL. 54.00 3' O.C.
MEET & MATCH
EXIST. GRADE
BALD CYPRESS-
10' O.C.
(EXCEPT ADJACENT TO OAK)
AT EL. 54.00
SECTION D-D
N. T. S.
NOTE:
THE INTENT OF THESE PLANS IS TO PROVIDE GUIDELINES FOR PLANTING
HERBACEOUS AND WOODY PLANTS (TREES) BASED ON THEIR GENERAL
HYDROLOGIC REQUIREMENTS (ZONATION). IT IS THE CONTRACTOR'S
RESPONSIBILITY TO REVIEW FIELD CONDITIONS PRIOR TO PLANTING AND
CALL TO THE ATTENTION OF THE ENGINEER ANY ADJUSTMENT OF
LOCA TION OR ELEVATION OF A PLANT SPECIES TO MA TCH AS-BUILT
FIELD ELEVATIONS AND CONDITIONS, IN ORDER TO GUARANTEE
SURVIVAL OF THE PLANTED SPECIES AS SPECIFIED IN THE ABOVE
REFERENCED PERMITS.
+oJ
o
.~ Q)
0-
ct~
......
Ii
.....
o
g ~ ",
I" 0 ~
~ ~ ~
N (J) "
o <{ 0
.
o
z
-
~ CD
~ 0" c .!
l:e L U C
'of a.. en c/.
J-
'\:
~"
~ N W
<{ ~ <{
~ CD ~
o
o
.........
"C
C CD
C) ~ c
in CD ~
CD .c: f
c 0 c
",
OJ!
I a
NO
!:oN
I
ClIO m
I
G ~ .
a
. "z
~ to .
~ N r
, !:oLO ~
~ ~
I
~
.s;
c::
~
it
.
15
-
is
E
.~
is
~
-
~
~
I~
.
~
.~
.S
~
is
ONCD
~5H~
U"'Ol
;t:"'~
0I.g~
.,.1~';'
I G: iii
.. .
....ox
(IJ 0.4(
OlE!....
.E~
i ~
o
~ .
N ~
o .
..- ",
..-
CD
...
Ol
"I
..-
dl
",
o 10
00l~
"'10"1
u""
....",
.- ", x
0I0~
'a
.r'C:
(J01O
.EG::5
a.. . ",
~!,,!.
00'"
a..!~
00"
CDuN
", C ".I
'\
+oJ
Q) Q)
Q)-
05~
.......
Sheet No.
C-14
.r
d
::::)
~
.-
...
i
.-
q
~
~
~
...
~
~
~~
.. E
~~
~D1
C
~!
STOP LESS CHECK
MUELLER H14350 WITH LOCK WING AND
COMPRESSION INLET OR APPROVED EQUAL
ADJUSTABLE
VALVE BOX~
(f)
z
<(
~
0::
,0
ZLL
~o::
. ~
tOo
It)
LL
NO
THREADED CORPORATION STOP
MUELLER H15008
OR APPROVED EQUAL
( TAP AT 45' ANGLE)
WHEN VALVE OCCURS IN ROADWA~
SET BASE ON 10-COMMON BRICK.~
~
.
\~
j
~
a..
w
o
~
. '~~~
J '- ~WATER MAIN
MECH. JOINT VALVE "'--RESTRAINING JOINT
SADDLE REQUIRED ON
4" P.V.C. ONLY ~
SADDLE SHALL HAVE DOUBLE 111. -' ).:::.:::::.
STAINLESS STEEL STRAPS \ /X,,) III
WITH EPOXY COATED ~ ./'J'J
DUCTILE IRON BODY. -=-.xi'
TYPICAL VALVE SETTING
..
~
....
....
.. .
\ WATER SERVICE TUBING
DRISCOPIPE 5100 OR ENDOT /YARDLEY
BLUE JET, SDR 9, 3408 POLYETHYLENE
WA TER MAIN
CHLORINA TION TAP
.....::..... I!!
M
~r;
~
~
o
;J~....oClo..
o ~
p~
TOP VIEW'
FORD ANGLE
VALVE (FLANGED)
FORD METER FLANGE
~
.~'E - " :31
~ METER ~
z '" ~; (flANGED) 1
<(0
::lEu;
APPROVED BACKFLOW
PREVENTION DEVICE (FLANGED)
.
FLOW
/
...
::0
l.. I
~ ~ BRASS NIPPLE
~
RESTRAINING GASKET (TYP.) J
0::
t w
~w
00
1--
(f)(f)
12' ::J
~ ~ t)
--
v\/
NOM. ELBOWS (DEG.) VALVE
PIPE TEES
SIZE 11.25 22.50 45 90
4 3 5 8 12 9
6 4 6 10 15 11
8 4 7 13 20 14
10 5 9 15 25 18
12 6 10 17 29 21
16 6 13 26 63 70
NOTE:
DEVICE MUST BE INSTALLED LEVEL.
· APPROVED R.P. DEVICES · APPROVED DOUBLE-CHECK VALVES
HERSEY-BEECO MODEL FRPHERSEY-BEECO MODEL FDC
WA TTS MODEL 909 OR 009 WATTS MODEL 709 OR 007
CONBRACO 40200 CONBRACO 40100
TYPICAL SINGLE DEVICE
1 1/2- AND 2- MODELS
<<'-
......
/\
,~
NOTE: THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE
SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT
PIPE OR AMERICAN FAST-GRIP GASKETS FOR AMERICAN
F ASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITIINGS
SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
DUCTILE IRON PIPE RESTRAINT
w
z
:J
~ p
· t ~
BACK OF CURB
OR
EDGE OF PAVEMENT
~
0::
i
eft
18" MIN.
24" MAX.
T
i
!
l4
Ii
DISTANCE VARIES
~ /VALVE BOX
I~
I
I
~
I
I
i
I
.'V~ LS-
MAX. 15' - MIN. 4'
u,
~I~
i
I
I
I
i
I
J.
i III
( i-~
~ I ~
--r=-
NOTES: ,
1. STEAMER CONNECTION TO FACE STREET.
2. ALL FIRE HYDRANTS TO HAVE 5 1/4" VALVE SEAT.
3. FIRE HYDRANTS SHALL BE PLACED AT STREET CORNERS
OR IN THE R.O. W. ADJACENT TO SIDE LOT LINES
WHENEVER POSSIBLE.
4. SEE SHEET 3 FOR TYPICAL CONNECTIONS & FITTINGS.
-
8
N
.,~~~
~
cf
.
z
~
.
to
I
N
r MECH. JOINT VALVE
I ONLY APPROVED
~ KENNEDY GUARDIAN NO. K-81A
MULLER CENTURIAN NO. A-423
U.S. PIPE METROPOLITAN
"--RESTRAINING JOINT (TYP.)
I
I
1
I
~
TYPICAL FIRE HYDRANT SETTING
..... ~
lli 0
d ~
t') t')
..... ~
I 0
~ :r: .....
N (f) ~
0 (f)
N ,....,
0 <( 0
.
0
z
-
u CD
CD CD
c ...... 0
i e -
u 0
-c Q. en c
J-
~"
" N W
W -.J <(
::s m -.J
U
. 0
'0 "
c "
C CD
i"ltI')N-~ ~ C
.~ U ~
rn CD 0
SUo!s!^e~ CD .c L.
c U c
USF 7610 HANDHOLE
RING & COVER
/CONCRETE PAD
BUILDERS FELT~ 16" SQ X 4" THICK
" IN UNPAVED AREAS
L n U
I 1
e ;~~o~o~o~o~o~o~o~o o~
50~060 gogo6c
;g6g6g6o ooo~o~o~o~ gggggg~ ..
:'0000000 006060000000 OoDoDoOe
~o~o~oe:o oe:oe:oe:oe:oe:oe: e:o;::o;::o~c
CO PLUG &
CO FITTING
4" ROCK BASE
SDR 35 PVC PIPEA
STOPPER AS
RECOMMENDED
BY THE PIPE
MANUF ACTURER
.-lIr
,....,. ~
~
~
I
r
45' EL
45' WYE
r
L.
CLEANOUT
a.
::)
o
a:
CJ
z
c(
CJ
o
::I:
W
::I:
I-
tJI
.S;
E::
~
0::
.
ti
....
6
e
t5
.~
L5
e:
.~
....
t)
~
&l-
./_ t:
e
'\ ~
tJI
.5:
~
.S;
bl
L5
~
ti
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OURET
2. TEE - OURET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. LAST TWO(2) JOINTS ON A DEAD END RUN (MIN. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36')
I- L -I ~THRUST RESTRAINT (TYP.)
L = MINIMUM LENGTH TO BE DO NOT USE FOR
RESTRAINED ON EACH SIDE OF FITTING (FT.) VERTICAL OFFSETS
.. ;~l
Ii
( wr J)~ ~.
j)
~ ~
~
~ ~- t::--r
RESTRAINED 2~ U ;;;;; -.; !1
TAPPED PLUG l
DR-l080.DWG 12/16/94
.
~. ;A--
,.. ~
2" BALL VALVEJ
III
HOSE BIBB-- ~
3/4" GALVANIZED-.J
2" GALVANIZED'-/
2" CORPORA TION~ !
TAPPING SADDLE
w
>
c(
en
Ww
0""
-a:
LL.c(
LL.::I:
00
Ci!olJ
Qc
CJa:
a:
::)::1:
en I-
'0
..Jo
c(m
o
-z
Cw
w....
~....
::)
~
u
~
-
,~)
m
'"="
~
TEMPORARY BLOWOFF
AND SAMPLE TAP
+'
o
Q)
...... Q)
0-
~~
.
Sheet No.
C-15
t') .
-
e 0
I _~c
IIl:N
l~
~ 0)
~~
G~ 0
,....,z
:) to .
:) ..... II'
iNa:
:r to -J
~ ~
"\:
ONClO
~g~
I') OJ
~..,.;.
::JON
en 'ON
..:~..;
lG:iii
... .
....Ox
en 0.<
OlE.....
~~
~ ~
i 8
~ .:..
N
N N
o .
.- ..,
.-
ClO
Q.
:I
o
a:
~
~
OJ
N
.-
cfI
I')
o II)
OOJ"t
"'II)N
.J;:;'"
~"'x
01 0<
'0.....
.-c
UOIl)
.2G:~
0.. ...,
.lt~.
-.: .... ...
001')
o..~~
o i'"
ClO_N
..,U'"
"
en
....
-
c(
I-
W
C
>
I-
-
..J
-
I-
::)
+'
Q) Q)
Q)-
Gj~
PAINTD BULL NOSE
MOLDIN~
CIRCLE RECESS
IN STUCCO FINISI-I
PORTA COCI-IERE
ROOF BEYOND
CIRCLE RECESS
IN STUCCO FINISI-I
BULL NOSE
MOLDIN~ PAINTD
REDDISI-I BRO,^,N ~ . .
,-,---~- --','"
ITJ..............
CD
REVEALS IN
STUCCO FINISI-I
L OPEN 7
-.
PAINTED MASONRY COLUMNS
'^'/ STUCCO FINISI-I
EAST ELEVATION
SCALE: 1/811 · II_Oil
BRONZE ANNODIZED ALUMINUM
5TANDIN~ SEAM ROOF
--
~~~~~
ITJ........... .....
CD
.ITJ
.CD
- 1111
..... --
STUCCO FINISI-IED MASONRY
PAINTED BEI~E OR TAUPE
-DECORATIVE BRACKET
PAINTED REDDISI-I BRO,^,N
I
~I~I~~I~~I~I~I'
I
..;
I
W W W"W lW lW IW IW 17
I
~
(t\
7\.lJ
" (\.
".\..7
. (r\.
\lJ
. .._ c...
.f\
.\.1
.'. ,. .... ..,;..... ..... ....., .
(t\
.\lJ
I
.
.
!'u
I
~7
/
~
~
I \
I \
I \
I \
I~
\
DO\ I
\ I
\ I
w
'1.
PAINTED MASONRY COLUMNS
'^'/ MOLDIN~ . STUCCO FINISI-I
SOUTI-I ELEVATION
SCALE: 1/8" . II_Oil
DECORATIVE MOLDIN~
PAINTED REDDISI-I BRO,^,N
DECORATIVE BRACKET
PAINTED REDDISI-I BRO,^,N
ANNODIZED ALUM
BRONZE COPIN~ CAP
~301_211
TOP OF PARAPET
ANNODIZED ALUM
BRONZE COPIN~ CAP
341-8"
'~TOP OF PARAPET
EEl
,,231-811
2ND FL CELIN~
141-8" FF
".'''--+2ND FLOOR
III:. ...
"---'----'--''; .........--
-+ql_O"
1ST FL CELIN~
L OPEN 7
0'-0" FF
... ..-... ~ROUND FLOOR
TINTED ~LASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
::
.,
DECORATIVE BRACKET
PAINTED REDDISI-I BRO,^,N
DECORATIVE MOLDIN~
PAINTED REDDIS..., BRO,^,N
."
~ STUCCO FINISI-IED MASONRY
PAINTED BEI~E OR TAUPE
ANNOD.ZED ALUM
BRONZE COPIN~ CAP
I / ANNODIZED Al.UM
./ BRONZE COPING; CAP
.
.
~
o 0 0 U U U
--.' 0-': "; -
[7
--<-..:-
.
...... ....
\
LOPEN 7
L TINTED ~LASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
LOVERI-IAN~ . 1ST FLOOR
REVISIONS ~
1
2
3
4
<<5
...-------
.---...-....--
-------
---_.
~
('I)
('I)
C3
. ii:
o eno
z w"'"
_ LL
a. 00::
-~
;:) ~ c(
o 1.1. ~
ct: Wo::....
n, en i:i ~
V Z.....N
Z ocb
C) ~8t9
- en....,...
en W~~
W 0-
o ~~~
-JILl LL~
<C ~~-~
;:) 0 gee
I-ILI N
~ O~~~
Wj::,... 0
I-J:N~~-
-C),...
J: ::::i ILl
(!) ~~2m
<( .... 0.. 0::
t:l..
::J
o
.. cG
t c.?
~ ~
~ c.?
o 0
"-.. ::r:
d r.IJ
d ~
341-8"
-+TOP OF PARAPET
~
U
~
~
U-4
o
....J
--<
U
C3
~
:J
en
"
....J
--<
U
........
o
W:J
::E
BULL NOSE
MOLDING PAINTD
REDDISI-I BRov.lN ~ __. .._
121 411
TOP OF A;CI-I +-. --. .., ---
- ...,- .......... .-. .... ..,.. ...... .._- ........ .., I.. .... .,,-- .....: ....- .... -..... .., '..- ..... . , -.... .....-..... ...;~ ,..... _ ... I." '-... .... ..-,...... ..."_1..",,. .. . ".... .... .__ ..__
· 113 113m m m m m rn ~
-+301-2"
TOP OF PARAPET
-." --'--+~~1~8;L CELIN~
~
U1
~
~
:t
u
<<3<
.0
~C2
:to
~-J
o~
o ..
,:Q~
z~
::J~
:3~
::EUJ
u-J
::Eu
'.. .-+~~8I1F~boR
-+ql-O"
1ST FL CELIN~
01-0" FF
-+GROUND FlOOR
I CERTIFY TO THE BEST OF
MY KNOWLEDGE THAT THE
DRAWINGS & SPECIFICATIONS
COMPlY WITH THE APPLICABLE
MINIMUM BUILDING CODES
JOB NO :
P-401
DRAWN BY :
JVB
ISSUE DATE :
8-19-03
StEET M.M:ER
A2.1
34'-8"
TOP OF PARAPET +- ---- .-.~.
30'-2"
TOP OF PARAPET +-- --- --- -..
23'-8'1
2ND FL CELING +- .--- ---
141-8" FF +-.
2ND FLOOR
ql_O" +-
1ST FL CELING-
01-0" FF
GROUND FLOOR +r---
~tl ~
~J' t
18,S-
,..;"
10 I
y..~{j
3,030
G-3'" "L\ ~
- I)
,! (1
-----
\11
5' (1, ".Lj + 3, () 3 () = 3) 5 4 9 t, 'I
3 $. 4 'i j 4.f
DECORATIVE BRACKET
PAINTED REDDISI-I BROWN
ANNODIZED ALUM
BRONZE COPING CAP
.-0'
TD....
. ~ .
L OPEN 7
PAINTED MASONRY COLUMNS
WI STUCCO FINISI-I
WEST ELEVATION
SCAL.E: 1/&" · 11-0"
30'-2"
TOP OF PARAPET +-
23'-8"
2ND FL CELING +-
14'-8'1 FF +--
2ND FLOOR
ql_O" +-
1ST FL CELING
01-0" FF
GROUND FL.ooR +--
DECORATIVE MOLDING
PAINTED REDDISI-I BROWN
'-^"~'. ...-.......
ffi
_..... "._.,_. .......___. ..._e,..
ffi
STUCCO FINISI-IED MASONRY
PAINTED BEIGE OR TAUPE
ANNODIZED ALUM
BRONZE COPING CAP
. ITJITJ...........
LD
rn
TINTED GLASS IN
AL.UMINUM ANNODIZED
BRONZE MULLIONS
L.U
STANDING SEAM ROOF
~
DECORATIVE MOL.DING ANNODIZED ALUM
PAINTED REDDISI-I BROWN BRONZE COPING CAP 121-4"
r -. _.,-,.. ---+
"J ~ ~I ~ ~ ~ ~ ~I ~ I ~ W W W W If W lW lW 17 TOP OF
..
..
- - ~...
~ .. BULL NOSE
"( t'\ { 1\ ( t\ ( t\ .( t\ MOLDING PAIN
.. REDDISI-I BROW
. .
\ II \ I) .-:\ 7 .. \ ) \ .r ~
- -..,... -".."- .~_._. ~. , -"'-'-'. .. - -.... ,.. ..... _.,"---~ .... --..... ...- v__.. .-. 'c' -..,. -.......... .'- .. - ",.'.- .. ..". - ~.,~" ..-.. ... .- ..,-- ....... ... ... ..., .... ....,,:. , -... ~
rn , EEl rn ... CIRCLE RECESS
'. .. .' IN STUCCO FINI
.....
- . '
-'~'- ~._'". .,-- ._-. .....,. ..-..- .. ..- .-.~-.. ~--..~- --~.- ~..._- '-'--', ,,-..-. ~"^._- _.. ,...."- - '0 ~'-'-' -..- .-.- . .'._. -'.-.'. ....-.- .,.,- -~~.- ..,. ~-r-- .,-., . -,.~ .. ~-_.- ~-.<- W'..__. ~.~"-,'
"
. " ..
," 0_.'-., -., -~.- ~.".,.- .~.~ ,-"-- --_..- ~_."... .... 121-4"
1\ 1" ~ ~ "'~ TOP OF
J ,f'-- ---::
--'.-,. ..'"-".. 7
..
IOPEN 7 1\ / \
'7 / \
/ \
/ \ . '
\ I , ,I ,I JJ.,I I .~
'\ \ /JDt
. \
-.'.~." ----....~-
\L L L
BRONZE ANNODIZED A MINUM
STUCCO FINISI-IED MASONRY
PAINTED BEIGE OR TAUPE
TINTED GLASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
NORT~ ELEVATION
SCAL.E: 1/80 · 11-0"
REVISIONS ~
1
2
3
4
6
--------
1fIF___.IID_IfIF___
-------
---_.
ffi
OVERI-IANG . 1ST FLOOR
..
t
0...
o
,...,....
~
>
~
a
............
~
d
~
. ....
,...,....
u
ARCI-I
u:J
U
t--C
~
~
o
~
<
u
C3
~
::J
(/')
~
~
<
U
t--C
o
u:J
;;E
TD
N
SI-I
ARCI-I
fe
(")
(")
~
o en~
z w"'"
_ LL
a. ~ ffi
::::> > !;(
o Q::~
a::: w 0:: -
c> en L:i ~
z zd~
c> ~8iij
- en-~
en w~~
~ o~~~
-JUJLL~
<( 2:: 8
<( a::: o::-~
::::> 0 ~<
I-UJN'II:
~ o~~z
WF~Q
!:::z: N$
J:S2 ~ ;::
(!) O""'UJCI)
a::: 8 ~5
<( l8 :Z:UJ
_0..0::
o.c
:::>
o
f3
~
o
::r:
UJ
i5
~
C/')
~
.....J
~
<
:t
u
<<3<
.0
~P2
:to
f--4~
O~
o ..
~ffi
Zt(
~~
5~
~::3
::Eu
I CERTIFY TO THE BEST OF
MY KNOWLEDGE THAT THE
DRAWINGS & SPECIFICATIONS
COMPLY WITH THE APPUCABLE
MINIMUM BUILDING CODES
PAINTED MASONRY COLUMNS
WI MOLDING . STUCCO FINISI-I
JOB NO :
P-401
DRAWN BY :
JVB
ISSUE DATE :
8-19-03
StEET NJMBER
A2.2
" .
/'
v
0~
0,-/ 'Y
dJ
J-...
~-P(Y/
(V
~~
~
(
,~--'7'
c /,,".
P?-.-
~
%
C)-
" Clf-. . '"
~\
-::J
~
PAINTD BULL NOSE
MOLDINe;
CIRCLE RECESS
IN STUCCO FINISI-I
TOP OF l;~i~ ~- ._-
PORTA COCJ..lERE
ROOF BEYOND
6Y
t<<,l(
CIRCLE RECESS
IN STUCCO FINISI-I
BULL NOSE
MOLDINe; PAINTD
REDDISJ..I BROWN--............
,--" .._.~-_.
....,.-. ,~
. [TI'
CLl
REVEALS IN
STUCCO FINISI-I
lOPEN 7
-.
PAINTED MASONRY COLUMNS
INI STUCCO FINISI-I
EAST ELEVATION
SCAL.E: 1/&11 . 11-011
BRONZE ANNODIZED ALUMINUM
ST ANDINe; SEAM ROOF
..m...................................
. . : ,"',' .
. ','
m
_II
STUCCO FINISI-IED MASONRY
PAINTED BEIe;E OR TAUPE
~~~~
--~~~~~~
/1
rlWlWrFlWWIWW V
I.
I
~~~I~~~~~I"\
;;)
(1\.
,j
.. f\
\J
(\.
\.J
/\
'\J
(\.
~\.)
-- ..... -..... ...... .....
......., .:.. ....... .....,.
'.
I
".
..
.
I
,~11
.....
II
.~ -~
/
~/
~
/ \ :
/ \
/ \
/ \
I
'1
\
~= \/
\ /
. ". \ /
PAINTED MASONRY COLUMNS
~I MOLDINe; . STUCCO FINISI-I
SOUTI-f ELEVATION
SCALE: 1/&" · 11-0"
@
- DECORATIVE BRACKET
PAINTED REDDISI-I BRO~N
DECORATIVE MOLDINe;
PAINTED REDDISJ..I BRO~N
ANNODIZED ALUM
BRONZE COPINe; CAP
...[TI...............
CD
DeCORATIVE BRACKET
PAINTED REDDISJ..I BROWN
ANNODIZED ALUM
BRONZE COPINe; CAP
.:..().:....
-.
DECORATIVE MOLDINe;
PAINTED REDDISI-I BRO~N
J!? ~ e'
STUCCO FINISI-IED MASONRY
PAINTED BEIe;E OR TAUPE
lOPEN 7
TINTED e;LASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
ANNODIZED ALUM
BRONZE COPINe; CAP
+-.'
TINTED e;LASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
341-6"
'-'-+TOP OF PARAPET
301-2"
.-... ., ....~TOP OF PARAPET
231-6"
"~2ND FL CEL.INe;
....._~~;,6I1F~boR
.....m_-+~TOIIFL CELINe;
01-0" FF
-... ..... e;ROUND FLOOR
DECORATIVE BRACKET
PAINTED REDDISJ..I BROWN
I / ANNODIZED ALUM
.f BRONZE COPING CAP
.
.
REVISIONS ~
1
2
3
4
5
--------
.-----.---
-------
~--....
~
(l)
(l)
~
cj C/) ~
Z W"'"
_ u.
Q. 00:
::> 5~
o ffi~~_
tt:C/)o
C) t\i
z zoo/)
C) S28&}
- C/J_to-
C/) W~~
~ O~~~
...J UJ u. ~
<( ~~-~
::>02<
f-UJN
>".!,.=It
~ O~~z
wFto- 0
f-J:N~~-
- C) to-
:I: :J UJ
C> ~~2~
<( _ 0..0:
~
o
t ~
0...
1 ~
o 0
" ::r:
~ UJ
~ ::r:
u f-4
341-611
-+TOP OF PARAPET
I:.LJ
U
~
~
~
o
~
<
u
e
~
:J
rJ)
"
~
<
U
~
o
I:.LJ
::E
U U Ultt M' U U [7
.. ... .... ... 0"' -. ... . - ~ .. .._~~~ PARAPET
"\
~
BULL NOSE
MOLDINe; PAINTD
REDDISI-I BRO~N ~
..-. ..-- ..... ."'" ... ....... .,- ......... .-..... ..~... ....- -....... ,..... .... ...... ..._. ..-.. ..... ", - '~...., .... ..... ...... .._. .......
EBEE rn rn rn rn rn ~
'.
..
. '.
lOPEN 7
~ OVERJ..IANe; . 1ST FLOOR
--<ib.231-6"
"'P'2ND FL CELINe;
-+141-611 FF
2ND FLOOR
....ql_OIl
1ST FL CELINe;
u.i
~
ffj
~
c::G
<(
:r::
u
~<(
.0
~2
:r::O
~~
O~
o ..
t=Qffi
ZE-c
::J~
:3~
::EUJ
u~
::Eu
..01-011 FF
e;ROUND FLOOR
I CERTIFY TO THE BEST OF
MY KNOWLEDGE THAT THE
DRAWINGS & SPECIFICATIONS
COMPlY WITH THE APPLICABLE
MINIMUM BUILDING CODES
JOB NO :
P-401
DRAWN BY :
JVB
ISSlE DATE :
8-19-03
Best CO~
Availab'.
StEET MJMBEA
A2.1
DECORATIVE BRACKET
PAINTED REDDISI-l BROWN
ANNODIZED ALUM
BRONZE COPING CAP
341-&11
TOP OF PARAPET +-- -'----- --
301-2"
TOP OF PARAPET +---- ,
231-&"
2ND FL CELING +-
141-&" FF +--_
2ND FLOOR
,---~----.---()..
m
ql_O" +-________._
1ST FL CELING
0'-0" FF
GROUND FLooR+'- ---- --
L OPEN 7
PAINTED MASONRY COLUMNS
WI STUCCO FINISI-l
DECORATIVE MOLDING
PAINTED REDDISI-l BROWN
.. ..ffiffi
STUCCO FINISI-lED MASONRY
PAINTED BEIGE OR TAUPE
SCALE: 11&11 . 11-011
lAtEST ELEVATION
DECORATIVE MOLDING
PAINTED REDDISJ.4 BROWN
301-2"
TOP OF PARAPET .... --
-II
231-&"
2ND FL CELING +----
,---- .' -..-.. --- ---- - -- 1--' ..---
141-&" FF +-_
2ND FLOOR
ql_O" +-
1ST FL CELING
GROUN~-~~C:R +- --
ANNODIZED ALUM
BRONZE COPING CAP
ANNODIZED ALUM
BRONZE COPING CAP
ITJ...-.-........
CD
m
TINTED GLASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
BRONZE ANNODIZED ALUMINUM
STANDING SEAM ROOF
--
REVISIONS /:).
1
2
8
4
6
---------
.-----.----
------
...... -....
4._ '0_
m
..
t
~
o
.....-4
<U
:>
<U
o
"'"
.&,..)
d
<U
. .-4
.....-4
U
OVERJ.4ANG . 1ST FLOOR
-. /7\
\.j
BULL NOSE
MOLDING PAINTD
.f't REDDISJ.4 BROWN
\. r",
~--.-~ - ~ CIRCLE RECESS
-- IN STUCCO FINISI-l
UJ
U
~
~
~
o
~
<
u
t3
~
CJ'.)
"
~
<
U
~
a
UJ
~
~
I
-~~~I~~~~~~
__ '___ ___ __-+ 121-411
I~ IW IW IW IW IW IW W wv I TOP OF ARCJ.4
.", -----, -----.., ,....- -.--- ....', ----- ---- -.--- -- . ---- ',---- I '.--
m m m
. T.:
I
..1\
I \
OPEN I . K .
~ STUCCO FINISI-lED MASONRY
PAINTED BEIGE OR TAUPE
-.' ('\ ('\.
\.1. . \)
1\.
.\J
----'. --,.
--- .--- - '.-.'---,- ,--..-
----" .--.- --,- ----.,
;:;--
~
I \
I \
I \
I \
J
\/~.I
TINTED GLASS IN
ALUMINUM ANNODIZED
BRONZE MULLIONS
NORT~ ELEVATION
SCALE: 11&11 . 11-0"
'.--" _.-..--... ,----
','
.'
.~,~. ____ ~~n. .._.w_. ~,__ ""__N ,.._.~
'.
""'~
"'" ,: ---- .--- ------.------ ----- --+ ~~4110F ARa.f
--'
~
~
~
o CJ)~
z w""
_ u..
a. 0 a::
-~
:) ~<
o w;:
IX: g;; ~
C) CJ)U1~
z zd~
C) ~8'9
- CJ)~t--
CJ) w~~
W 0-
o ~~~
...J ~ u.. ~
<( ~~~~
:)02<
..... ~ N_
~ o~~z
wFt--o
..... x Nt=:
J:C)t--~
C!) o::iw~
IX: 8 ~5
.A 18 XW
......~Q..O:::
~
:J
o
~
~
o
:r:
UJ
::r::
~
ui
~
U)
UJ
~
~
::r:
u
~<
.0
~~
::r:o
(--4~
o~
o ..
~~
UJ
z~
~~
5~
::EUJ
u~
::Eu
I CERTIFY TO THE BEST OF
MY KNOWLEDGE THAT THE
DRAWINGS & SPECIFICATIONS
COMPlY WITH THE APPLICABLE
MINIMUM BUILDING CODES
11.\ ~
L PAINTED MASONRY COLUMNS
WI MOLDING . STUCCO FINISI-l
JOB NO :
P-401
DRAWN BY :
JVB
ISSlE DATE :
8-19-03
""I:~~,'- ,. (~O""
~~..... .. ...
. " I .. ~"'e
A V~l~, (''1.~.I''
~,--.. -
StEET NJMBER
A2.2
~
~
Oi
I
~
~
I
~
t1
~
~
~
r
i
C!
~
~
~
~
N
~
~
.-=2
I~
!:i
!!'
II
c
1 01
,
FOR
E. KENNEDY BLVD, SUITE 4000
TAMPA, FL 33602-5152
(813) 274-8000
NTS
VICINITY MAP
SECTION 28 TOWNSHIP 28S RANGE 1 6E
PLANS PREPARED B~
D--. ~~~~~'f~ ij. .1
'- . l. , I' '. '. ..J i .J
,----'--"-11 i ,P
: SEP 2 2 i i U/I,
: \!.-_/ I
. I . .\ ~
PLANNING 8. DEVELOPktJ'H
SERVICES
errv OF CLEARWATER
SITE P~APPROVED
CASE:# Zl:>o~- oe0.37
CASE TYPE Level (WO
ORC DATE Y-/S"UX>3
COB DATE 1- ... 7-00
SIGNATURE
DATE - -0
INDfX~~,OF SHEETS
-~.~.~,_.
SHEET NO.
DESCRIPTION
C-1 COVER SHEET
C-2 GENERAL NOTES
C-3 BOUNDARY SURVEY (BY OTHERS)
C-4 DEMOLITION PLAN
SITE C-5 SITE / HORIZONTAL CONTROL PLAN
LOCATION C-6 PAVING, GRADING, AND DRAINAGE PLAN
'C-7 UTILITIES PLAN
C-B LANDSCAPE PLAN
C-Q TREE PRESERVATION PLAN
C-10 LANDSCAPE DETAILS
C-11 SITE DETAILS (1)
C-12 SITE DETAILS (2)
C-13 PAVING, GRADING, AND DRAINAGE DETAILS (1 )
C-14 PAVING, GRADING, AND DRAINAGE DETAILS (2)
C-15 UTILITY DETAILS
Civil Engineering. Transportation. En vironmen tal. Planning
CLEARWATER ~ TAMPA 0
380 PARK PLACE BLVD 102 W. WHlllNG SlREET
SUITE 300 SUITE 400
CLEARWATER, FL 33759 TAMP A, FL 33602
(727) 531-3505 (813) 221-0048
52167
BRYAN ZARLENGA FL. REG. NO. DATE
CERTIFICATE OF AUTHORIZATION: LB 6668 STATE OF FLORIDA
DRCRE-SUBMITT AL - CDB REVIEW
SEPTEMBE R 22, 2003
....
~
o
~~
...JI
-v
UN
~o
N
...J
<(
UI
c.:>
~
::::>w
(/)~
'J
<((/)
UW
- ...J
C'l~
w<(
::!::J:
IU
Il..o=d
::::>:J:
01-
~o
c.:>o
CD
z
(3~
O...J
:J:...J
::::>
w::!:
:J:O
I-::!:
-
~ CD
5.O'c.!
- .... u 0
I~ a.. en 0..
1_ J
C
+-'
0 +-'
Q) Q) Q)
...., Q)
0- Q)-
ct~ m~
.~ ~
, ""
48 HOURS BEFORE DIGGING "
Sheet No.
"CALL SUNSHINE"
\... 1-800-432-4770 ~ C-2
'-
GENERAL NOTES
PINELLAS COUNTY RIGHT-Of-WAY CONSTRUCTION NOTES:
~
1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT
SHALL CONFORM TO FOOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," LA TEST EDITION, AND THE LA TEST CITY OF CLEARWATER AND
PINELLAS COUNTY STANDARDS, UNLESS OTHERWISE INDICATED. THE MORE
STRINGENT SHALL BE APPLICABLE.
2. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMA TE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING
FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PRIOR TO EXCAVATING. THE CONTRACTOR
SHALL BECOME FAMILIAR WITH ALL VOLTAGES CARRIED IN OVERHEAD OR
UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED
APPROXIMA TlONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT
CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION.
3. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (NGVD)
UNLESS OTHERWISE INDICA TED ON THE SITE SURVEY.
31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFLlCT(S)
WITH PROPOSED OR EXISTING FACILITIES.
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL" (IE PPM).
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL.
3. ALL PROPOSED WORK MUST COMPLY THE PINELLAS COUNTY UTILITY
ORDINANCE 92-63 AS AMENDED BY 94-38, PINELLAS COUNTY SITE DEVELOPMENT
ORDINANCE 92-62 AS AMENDED BY 94-37, AND PINELLAS COUNTY ACCESS MANAGEMENT
ORDINANCE 90-13, AS AMENDED BY 92-58 AND MINIMUM TESTING FREQUENCY REQUIREMENTS
4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORATlON'S
"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S
"ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 665 (LATEST EDITION).
5. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT AND BETWEEN BACK-OF-CURB
AND CONCRETE DRIVEWAYS.
6. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE MAXIMUM DENSITY AND SODDED.
7. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
8. EXISTING ROADWAY PAVEMENT TO BE OPEN CUT FOR UTILITY INSTALLATION.
9. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT-OF-WAY MUST MEET
THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: PC - 1 (2"), BASE: 8" COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12" TO LBR 40
10. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN
PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM
TESTING FREQUENCY REQUIREMENTS.
11. NO STOCKPILING OF MATERIAL IN THE ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE
REMOVED FROM THE JOB SITE DAILY, ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF
DAILY CLEANUP.
12. AT LEAST ONE LANE OF TRAFFIC WILL BE OPEN AT ALL TIMES. WHENEVER TRAFFIC IS REDUCED
TO ONE LANE, "FLAGMEN" AND "FLAGMEN AHEAD" SIGNS WILL BE UTILIZED. APPROIA TE
BARRICADES AND "CONSTRUCTION AHEAD" SIGNS SHALL BE UTILIZED PER FOOT MANUAL TRAFFIC
CONTROL THROUGH WORK ZONE.
13. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
14. ANY SIDEWALK THAT BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE
TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS
REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT.
15. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN
THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR
EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT.
16. PROVIDE A MINIMUM OF 3' COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
a.
::)
o
a:
CJ
z
c(
CJ
o
:I:
W
:I:
....
tJl
.S;
t:
t5
it
.
15
....
5i
e
S
.~
~
.S
.;::;
C)
~
&}
;.- ~
~~
tJl
.S
~
.S;
tJl
~
~
ti
32. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF
WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.
33. WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRA VlTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE
CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER
JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS
THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH
SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT OF
CROSSING.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE
MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO
MAINTAIN A 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
WA TER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND
THE WATER AND SEWER JOINTS SHALL BE STAGGERED.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL
REGULATION (DER) 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.
4 . THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, CITY AND COUNTY INCLUDING
ALL UTILITY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION.
CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 A MINIMUM
OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
5. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO
SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. SEE EROSION AND
SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION.
~
o
c
~"'N-~
SU01S1^8~~
7. ALL PIPE LENGTHS ARE PLUS OR MINUS.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY SEWER
MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS
(LOCAL JURISDICTION). CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER, ENGINEER, AND
THE OWNER OR AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN
ADVANCE OF PERFORMING TESTS.
8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS.
PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
9. CONFLICTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO
BE RESOLVED BY ADJUSTING THE NECESSARY LINES AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL
PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.
11 . THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY.
12. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES
OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000
PSI (28 DAY STRENGTH).
14. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS UNLESS
OTHERWISE INDICATED.
35. THE CONTRACTOR SHALL PROVIDE CERTIFIED STORMWATER RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE
ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCA110NS ON ALL
STORMWA TER FACILITIES INCLUDING THE STORMWA TER 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 STORMWA TER MANAGEMENT SYSTEM.
36. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE ENGINEER.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL U11LlTlES INCLUDING
THE SANITARY SEWER, WATER AND PRODUCT PIPING. THE CONTRACTOR SHALL PROVIDE TEN
COPIES OF THE CER11FIED RECORD DRAWINGS TO THE ENGINEER.
37. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO RE-ESTABLISH THE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRUC110N,
BY A PROFESSIONAL LAND SURVEYOR.
15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERA 11 ON TO THEIR
ORIGINAL OR BETTER CONDITION.
16. ALL PARKING STALL DELINEATIONS ARE TO BE 4" PAINTED LINES PER FOOT SECTIONS 710
AND 711. USE FOOT APPROVED TRAFFIC PAINT AND METHOD OF APPLICATION.
17. CONTRACTOR TO PROVIDE FOOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS
DIRECTED BY THE OWNER.
18. 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 ENGINEER
AND REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.
38. WORK SHALL NOT COMMENCE UN11L ALL PERMITS REQUIRED FOR THE SUBJECT PORTION
OF THE WORK ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
REQUIRED PERMITS AND/OR EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULATIONS
ON SITE AT ALL TIMES DURING THE EXECUTION OF WORK. SPECIFIC PERMITS MAY BE
REQUIRED FOR THE INSTALLATION OF POTABLE WATER LINES, SANITARY SEWER LINES,
STORMWATER PIPES, ETC. TREE BARRICADES AND EROSION SILTATION CONTROL MUST BE
INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRUCTION.
39. CONSTRUCTION SHALL PROCEED SUCH THAT ALL STORMWATER FACILITIES WITHIN A WATERSHED
AREA ARE IN PLACE AND OPERATIONAL PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACES
WITHIN THAT AREA.
40. ALL U11LlTlES (INCLUDING STORMWATER FACILITIES) SHALL BE KEPT IN OPERA110N EXCEPT WITH THE
EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO PRESERVE EXISTING UTILITIES AND ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF
THE CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
41. NO STOCKPILING OF MATERIALS IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED
FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP.
42. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION
OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER
SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT AND CITY OF CLEARWATER.
w
>
c(
en
Ww
0...1
-a:
LLc(
LL:I:
00
Ci!olJ.
go
CJa:
a::I:
::)....
~O
...10
c(m
gz
OW
W...l
~...1
::)
~
u
~
19. CONTRACTOR SHALL VERIFY THE LOCA110N AND ELEVATION OF ALL U11LlTY
CONNECTION POINTS PRIOR TO STAR11NG CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD
CROSSING PERMITS, AND OTHER CONSTRUCTION PERMITS NOT FURNISHED BY THE
OWNER, PRIOR TO THE START OF ANY CONSTRUCTION.
21 . WATER MAINS 4" THRU 8" SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS,
UNLESS OTHERWISE NOTED. ALL WATER MAINS LARGER THAN 8" SHALL BE DUCTILE IRON PIPE,
FITTINGS SHALL BE C.I. 01. MECHANICAL JOINT. WATER SERVICE LINES SMALLER THAN 4"
DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241, UNLESS OTHERWISE NOTED.
PVC FITTINGS MAY BE USED ONLY UPON THE APPROVAL OF THE ENGINEER.
CITY Of CLEARWATER RIGHT-Of-WAY CONSTRUCTION NOTES:
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL.
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN
CITY OF CLEARWATER LAND DEVELOPMENT CODE, TRAFFIC ENGINEERING, AND/OR RELATED ORDINANCES
4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRAC11CES, REFERENCE
FOOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS
LA TEST EDITION. A MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY
THE CITY OF CLEARWATER TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
A. STREET IS CLOSED TO THRU- TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES
B. ONE PHYSICAL LANE SUPPORTS 2-WAY TRAFFIC MOVEMENT
C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIRECTION
ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT
5. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH FOOT INDEX
NO. 621; "TWO-LANE, TWO-WAY URBAN DAY OR NIGHT OPERATIONS"; NO LANE CLOSURES
SHALL TAKE PLACE DURING PEAK HOUR PERIODS OF BETWEEN 7 AM TO 9 AM AND 4 PM TO 6 PM.
6. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT.
7. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE MAXIMUM DENSITY AND SODDED.
8. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
9. EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED.
10. THE CONSTRUCTION OF PAVEMENT WITHIN CITY OF CLEARWATER RIGHT-OF-WAY MUST MEET
THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: S-1 (2"), BASE: 8" COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12" TO LBR 40
22. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
B41 OF THE CURRENT FOOT SPECIFICATIONS. ALL RCP WITH LESS THAN
2' OF COVER SHALL BE CLASS "FOUR". ALL ROUND REINFORCED CONCRETE JOINTS
UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND
ANY OUTFALL SYSTEM. SHALL BE WRAPPED WITH MIRAL 140N FILTER FABRIC OR
APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH
AND CENTERED ON PIPE. ELLIPTICAL PIPE SHALL BE WRAPPED WITH FILTER FABRIC
JACKETS PER FOOT INDEX NO. 280.
I
m
23. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM
03034, SDR 35, C- 76, UNLESS OTHERWISE NOTED.
24. THE DEPTH OF COVER OVER THE WATER MAIN SHALL BE A MINIMUM OF 30" AND A
MAXIMUM OF 42" BELOW FINISH GRADE.
~
~
cf
25. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL
BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
26. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE
ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD
SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION.
27. TOPOGRAPHIC INFORMATION BASED UPON SURVEY PREPARED BY BEACH & ASSOCIATES..
28. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED
DURING CONSTRUCTION. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS
DESIGNATED FOR REMOVAL ON THE PLANS.
29. INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD
DESIGN STANDARDS, LATEST ED III ON.
30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CITY OF
CLEARWA TER LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR
MAINTAINING THESEAREAS UP TO AND INCLUDING THE INITIAL MOWING.
THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT
OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING
WATER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE
CONTRACTORS WORK PLAN.
.r
l5
~
;
~
.....-
~
i
o
~
~
~
..
S
N
~
~~
E
i.. :i
Cit
c
~!
fUGITIVE DUST CONTROL NOTE
/......
o
~ ~ ~
I 0 ~
~ ::c ......
N (/) ~
o (/)
~ <( t;
.
o
z
~"
..........
wNW
<( ...J <(
...J m ...J
u
o
"
'1J
C CD
m ~ c
";;; CD ~
CD .r. ~
o U 0
0"1110
OON
....CO"
U"'Ol
~I")';
~ON
If)'ON
~ .
':01")
Bi:i:ii)
.... .
+'0)(
If) 0.<
OlE.....
S{!.
~ ~
i 0
o
~ .:.
N
N N
o .
- I")
-
110
Q.
:J
tJ
t
eI
....
Ol
N
-
dl
I")
It)
80l~
I")It)N
u~"
~I"))(
~ o~
.'0
8 '5 It)
Oi:i:o
- It)
a.. .1")
~ b .
-.;; +'-
001")
a..~~
o B"
IIO_N
I") U "..I
""
en
w
....
o
Z
...I
c(
a:
w
z
w
CJ
POINT OF BEGlNNINC
ALLENAVE.R!W
(/)
~
j:::::
~
:s
~
cj
i:!:
~
>-
~
~~
CI)~
(j
ttia~
~~~
~
~lC)-
<:,....Q
-q:~cb
>-~~
Q::
-q:~,!I)
~ Q::
~~~
aa(j
Q)-.J-q:
~
~
N
IX)
.
o
00
'i::
o
~
~
W
Z
Li:
w
n::
57.90
)...
I
SEE BELOW RIGHT
->~
,,'0 ,,\) Ii
'0'0 \)C>, '0'0' 18
'0' I.
'0 II)
~C-HARLES
24- ASPHALT PAVEMENT
'L CONC CURB
57.87'(D)
'/- :(
c.:, ~'0
'0<0 '0<0'
~\)
'0<0
<0'0
'0'" .
I'
i
I
AVENUE
c(}
Ix'
'0
; ~~C 0
G / ~~~~
- 0",0 ~'~'8C4 !7-<><C - - ..........- - ......... .........- 51,936'56" ~)(F) - 297.8rtHC-~ ~ 7t!:t~~
I '), \) . <0 . '0 ". C; (~'0 . (~ '0
'0'0' '0'0 0,\' '0<0' '0<0' '0<()' ViJ I V)-'
r STORM MH I
I ~~m ,
I I INY:52.11 N I
" I BOTTOM: 48.71 '" I I
~ '0' t 1-
v~. I t x x x 0 - -, x
I X \)x X 0'< '0'),' '0'0 C>, TWIN 6"4"OAK - C>, I <0
I '0<0'), 0<0 '0'" '0 ,:). '0 '0 0'0) (";') _ - 0'0' I 0'0'
I I '0v W-'r-" _ - ~.~ 4 -2.. '0 \) I
t-, J: 0P1NE 16" ~I /~~~~~~~.~.~~~. ~t:~~~.;p.".
'0 '(')\) X ,.' , '), 0v \) -....., 'J
I '0/ 'vv .iI' 0' " "';1>
":D.- Cli. I X v0 X r:i~ 2P'\ ') ct '. ti,':r~
r~'Vl 'D:! "'?;'< 'O'0X '" '1X '0<0') '0'0C>, I 0'0tx '012"OAK~" LI V;,. '0\) \! mr~'0,,:><0
I 0 '0 V) LOT 50 I LOT 8 '0 ,[l.5?J ,f 0"'), ~~', ~ 06" OAK.
I LOT 4 '0v' t.:: LOT 7 ~;:&~3 0
! 44TREE~~ rtA~1 v,'~ ~1IA1E EDGE ""11\1 ~k~}OAK 5
'D\)I '" <0 v\) X \C \_ OF WAlER 02.,./11/03 r;'il\:) OAK 5
,'0 I X'0 ,}"t '0 OAK 400l -'",' ~C>, EL: 51. I.~OAK 12"
I X X X (~'o .". I V)' (~ ,
'Ic>' 'Ov <Q1x -,;. V)' '0' OAK 3"., 'J I, "-\n
I '0 010"OAK V) V) B L 0 C K OAK~" 0 \ ~W-1~" 4 P 0 N D I. \...J
I OAK 4" 0 ft~ 0 I' ;\ ":>
II OAK 6 0;,.LL.... (.-,"t"x,' " .,..'t.'l.,'0~AI< 12"
OAk 4j T I: ~ 'J -'*~OAK 12" X
I 'I Ix ,[I g:: '4~'"'' r-..,' II; JURlSDIC770NAL I I ',~.\ 0 '0lx'0
I X'0 '0<0 OAI< 5" :; i'0\x' I AREA , .\
o'f BAMBOO a.uSlER 'I:x C>,x IxX '0 c)Ix":> i:::_ ix'0"':\-- (SEE NOlE 1) I '\( LOT 9
, 0 '0 I '0'0 '0QJ t-. I 0.38 ACRES \ ..::::l;\.I?
o I I X I ! Ii IJ , \ ~a.
1810AV, \) I W-17* \ 'l \ " I~ . \.. SEE NOlE 1
"F""" -"" ""_. ~~~--:.-=-- -::. -------: -- -:. -::.0 -----"'~ '\. -----_-: =1::---- ---;-: i' 'UMY ;;'"T'--:-~~t\ ~----::.-----_-:----, IL 1 "<);!~... _ _ ~.
----- ::~ .:t ,\ \i Ix:"
. 0":>' 'Ill') '0
1,-1
. 0 OAK 14" ., .... " X '0.) "I I "i
, 0 II 0' 11 '\ ISI "x. .' i
~: .' bfWI't ' ".4./e>; .1 6... 1..Q At< zl '0'" 1-::4
8.D' ,,; unuTY.. \) x o.~ ' ,...* \
\. COX ~ W-1. .i.7~'( s}\. '0\j'0 I \, .....\
\w. '0QJ "x. y x X x......:. 7'. X I .\
. <0'( \j '1 '" <0 'l\ , I 'j'"
.3' 20" :". "0" 'C '00 ~. 'o~ ...... \ \ X \ "" , \ X
7"OAK L (')- I '. '-,::.:;.,. I , " . ':"-)y ,,/..6' ,\)
. '. '\" I '0,,' \~~ \ 01"
\ \, ,,\j .1 '0")' \ . \" LOT 10
/%\ \ x'0 t, \ \.
/~',,"":>>';:, , !I" "-'..,...... .(;)~ "040"OAK
~ X .,1/>'" ". 'JoJ 0
\ \~\ 151 \), y-~_.._.. '0lx ":>
.... \. \. 151 0" " X""""Tfp~':::':'-::':''''':::nT['--'':-, "tx
\)X .... \, \ (') ...1 ..... W-7',' L7 'i'.....y'x: /
\x- . v"" ~............__.__._-- ::' .:....:.,.
'0 38"OAK04~.,O~\x.V;" U' \) V;\)><\ '~\
. '0 i:.::r-' I I' \.
.ll')~ -- .~_
LOT 12 ~ n i i I ! 1
n.. ~I! ~, r;'1 .".=/
1<b\x,~/ .! i
~1X '0' , "I
t:"'i ! I
W-13~ \ \ P 0 N DIes <",'rl
do.:::\ i
.r'- . " i "
120AK i'ls\V,\ LOT 11 ( :.~r
0\::> \ ~ pP~~ ~CJLONNTSIN!-11 ' 0 I ,'),
~~":':J'\..-\< 0'" ""'Nn VI" - i ' A '01"
'.0 ~ \ 8"WILLOW 1::,/
1 '\ )::) . <0 'j;''.::;'
.. \. 0 '), X // v.>. XI"
,,~ ,,0" tx '0\)j,-">iF1R/C 1/2"
W-tli'..... .,..... ''0". N 11I'27'01- W 75.~..fD) ".....; #2984
)(-'.- - ,( -..... - - D.- - - - <'\"7- - .
\),,'~2.8,"" ~ 'V '\ ~
'0lx' .. " II:' - __._ v;,. "".'" '0 r:--m :";:_
1.17'" '--"-- ,I' -._-~-.- '0'\..- /;~ ~
52.4''''''''''' ...1.<1L. 53 3: :':Jlx \\\, ,/~ ....'
W-11 X . -.._7<;..__.....:.......JJL..)>(..'?......._--...,\;>-
l10 ..... 'X W-10
SANITARY MH
~: l5l5.153
INY: 48.03
6
~t:
'J
':J'
'0
S 89"37'01- E
of:) -
g t:: --
FENCE
0.3'S.0.7'W
" '1'l
'\6 -
'6,O,g -
S 0_ -
-
X
~
(,..?
8' unuTY EASEMENT
OR 8504. PAGE 2170
LOT 8
OJ
Ix'
x'0
LOT 3
~
to
WEST 75.00'
8.8'
-.....
~.
-
~~
D~
OAK 38"
z~ 0
'I'
'0
x
'0')
V)
I
.J
(0<0',
I
X
'0
'0'0'
X.
<\
<0:-"
V)
LOT 18
()
'0<0
X
7.8'
13
LOT 15
LOT
14
X
'1<0
'0
LOT
X
"
<0\ .
01
<Q
V)
X
Ix
<Q
V)
x
<Q'),
V)
'x
"-, ,
X
':J<O
'0
Plr--IE 25"
,
I
J
'0<0' I
I
u1u
'X_ _
S '89'37'2r E
818.85'(D)
10
-
"
'0'
'0
X
'I't.
'0
X
X
Ix
<Q'
V)
X
\)
'0"'ffi' 0 4"OAk
4"OAI<
o
Y'
,..,
'0.-
V)
SW CORNER
BLOa< 4 '"
1P
7:1
<.)'
'0
O ,36"OAI< 0 8"MAPLE
010
'0~JWITNESS CORNER
'0 FIR/C 1/2"
- ~ - - )( - -
315.20' '" ,~
'01x ' '01"
..
00AI-< 30' I
t-L__ )
'I \) '" "
'0 '0
S 88"37'01- E
X
'D":>
'0
\j
00
"\\)
'0
...... -
_Y-
x,
(')
<0\
"
'D'
'0
\)
. <Q'
'0 10
-
1&1
o 24"OAI<
o 14"PINE
.
;:'8
la-~ 'IX
C>,X 824- CONe. PIPE '0
'0"" zc=======
Ix
'0<0
20' DIRT ROAD 0' ALL E N X <0'0 A V E N U E
V) V)
N 8937'27- W(F)'0<0'0315.23'
N 89"38'58- W(P)
O OAK 13"
o OAK 13"
:JO' RIOHT-OF-W^Y
(TO BE VACAlED)
EAST-WEST CENlERUNE SEC110N 28-28-18
24- CONe. PIPE
------....,
-------~
X
\)
<;),.
SSM
I>>.I9lRY MH
RIM: 57.89
INY: 51.41 W
INY: 51.31 E
SYC
00AK 13"
'0
Ix'
'0
CNS
,,"
'0'" .
'O':\--
V)
\) '0 '0
'0<0 '0'0' '00
OAK 28" ~OAK 12"
~12" 00AK
I
~\) "
'0' H'
'0 ~,
~\
JJ.
6"c>'
12"~<0
rI')
'0<0'
~'\o
~?
~ '0\)
: 1'0<01
, ,I
1 \) 14" ,
,,\j r')""1 /! \
I I I '/
-----*----- -~-r~- ---- ,
<0'), '" *': 1.5' CONC COW
<Q' ~' 12" I'
V) ~ ! ':
#;' SANITARY MH : : 12'*'
4 I ~
0- ~: 58.39 11"" (,.;J'
<0'0 *14" i L* '~
<Q' ,,<0 ,I ~2"
V) "\. Ix. I I I
,'0x '0"" : I I
1.5' ~C 'fX!UMN
T SlDEWAU< EASEMENT I-t-!
METAL FRAMING: i~
5740 W1.lH 1.3" COWMNM I
(UNLESS NOlm I I,
OlMERWlSE) I I I
rC' : ,:
'0C>,' : ,:
I
I
o OAK
28" 0 0
OAK 14" OAf< 11"
o
o OAK 7"6"
o 00AI< 14"
OAK 7"
8" S. ry: UNE PER CONe. POST
~Am ~~ WllM POYO E1ER
4' CS!W
'8
<o~
'D'
x'0
12"'8
~
ASPHALT
25' SANITARY SEWER
EASEMENT OR 5473,
PACE 1388
OAK
0PI~JE 15"
00Ak 14"14"
"1.~
STORM MH
RIM: 55.22
INY: 48.92 S
INY: 48.98 W
INY: 48.97 N
u1
C>,
\x'
o
:~
9
~
:1
--I
~ I
~ f
Ii
45.00'
X
<0
Ix'
o
5
~
'N
~
i
Ii
u~!
,f
~
110
OJ\)
Ix'
'0
45.00'
X
<0
k
'0
45.00.
I
I
uJ
'N (y, g
I~ ~ ~
'll') ll') ll')
i
5
''''c>'
. Ix'
'0
45.00'
I
,
uJ
STORM MH
~: 54.24
INY: 47.84 W
INY: 47.99 N
INY: 48.18 SE
en
CNS
SSM -~-
EI.: 57.89 I
SANITARY MH
RIM: l53.83
.'), )(
~ '0"'5788 00AK ,,' OAK .,3" .....(E)-OAK 12"-00'" 16W. , OAK ~o" 0 OAk
_______~i~H~~_~~_____________________________0~
LOT 1
THE V1N1NCS AT COUN1RVSIDE
PI.A T BOOK 103, PACES 2 AND 3
X
'),'0
'I'
'0
X
'0\j
<Q'
V) CJ
'1(5
'0
t
~ 55.86
. ~
I ~
~
0;'
'0
V)
'0\j
'I
o
\j\j
'I'
o
,,'0
'I .-
o
N
~
f'
ll')t
fj
'0":>
'I
'0
01x
'0'
V)
IX)
n
r-..
ll')
/\<0
'I' '
'0
~
C>,'
'0'\
~,
'I'
'0
X
'l~
<0'
V)
.f/
'<
1>,
."
I
'-'
~
o GENERAL LEGEND:
ai SlR/C - SET IRON ROD oil CAP No. 2884, FlR/C - FOUND IRON ROD oil CAP. FlP - FOUND IRON PIPE. FPP - FOUND P1NCHm PIPE. RIW - RIGHT OF WAY
~ FCM - FOUND CONCRETE MONUMENt SN.t:O - SET NAIL AND DISK, FN.t:O - FOUND NAIL AND DISK, PCP - PERMANENT CONTROL POINT, (P) - PLAT DATA
r:. PRM - PERMANENT REFERENCE MONUMENT, Pl<NIlD - PARlCER KALON NAIL AND DISK, (0) - DEED DATA. (F) - FIELD DATA. (C) - CALCULAlm DATA
~ PROP. - PROPOSED, COY. - COVERED, [!M'T - EASEMENT. F /C - FENCE CORNER. a.F - CHAIN UNK FENCE, W/F - WOOD FENCE, , - CENlERUNE
CONe. - CONCRElE. c/B - CONCRElE BL.OCK. cIS - CONCRETE SLAB, A/c - AIR CONDIllONER, EIP - EDGE OF PA~ENT. LFE - LOWEST FUXlR ELEVAllON
PB - PLAT BOOK. OR - OFflQAL RECORD BOOK, c/c - CO'I'ERED CONCRETE. MAS - MASONRY STRuClURE. B/c - ~OF CURB. BIT - BUIlDING liE
cs - CONCRElE SIDEWALK OHC - OVERHEAD CABLE. PL - PLANTER. SBM - SllE BENCHMARlC, EL - ELEVAllON. · a-OAK - TREE wllH SIZE oil TYPE.
Z. !!'WA1ER VALVE.l- - GUy'.. ANCHOR./d - UllUTY pou:.G4- - UGHT POLE. ~ - SlCN. *9' - PALM TREE. CNS - ER NOT SET OR FOUND
-* - LANDSCAPE UGHTS, S'tC - SYCAMORE TREE. filiil- WA 1ER MElER
1x'0
:':J
'0
~AFFIC
r
~
I")
6
~I
'N
~
,
,<0
:'J"
'0
",CO
':J'
o
Ix":>
'0'
'0
5
ft
'N
i
~
i
D
!
~
~
I
C>,":>
tx-
'0
'),<0 '0'0
0lx' 0lx'
z
c
Q
1&1
:I
en
en
c
G!:
o
&rJ
Q
~
()
Q::
5
~
~
~
:t:,:5
..... ~
() IW')
() ~
~')..
~
..
~ ::x::
..... I I
..... Q
..... ~
~IQ::
~1t3
() ~
~
~I~
t
o
I
- ~<()
tx-
'0
I
~
I.
~
I~
III t
~
I
t-"
\X-
'0
III '0
~ Ix~
0>'0
~
'N
~,
() '0 <;>
'01x . \j~
<v
tx<<O
:'J'
o
Ix"')
'0':>
f"'c>'
~.
'0<0 '0
~.
'0
I")
'),\)
:':J
'0
SEC77ON(S)
28
TOWNSHIP ...2JL SOUTH, RANGE J.L EAST
PINEUAS COUNTY, FLORIDA
JDL LINE TABLE
L 1 S 80'49'22" E
L2 S 29'51'24" E
L3 S 02"17'02" E
L4 S 22'45'56" E
L5 S 07"42'59" W
L6 S 33'05'03" E
L7 S 86'21'06" E
L8 S 02"17'12" W
L9 S 37"58'01" W
Ll0 N 86'30'27" W
L11 ~~ 60'22'11" W
L12 N 10'49'00" W
L13 N 03'09'35" E
L 14 I\J 24'33'08" W
L15 N 62"27'58" W
L16 N 26'57'38" W
L17 N 12"49'38" E
L18 N 18'51'13" W
L19 N 22'19'30" E
L20 N 44'18'44" E
l21 N 85'34'07" E
THIS SURVEY IS SUHCT TO ANY FACTS
THAT MAY BE D15a osm BY A FULL AND
ACCURAlE ll1LE SEAROf, ALSO SUHCT
TO SElBAa<S. EASEMENTS AND RESlRICll~S
OF RECORD.
UNDERCROUND FOOlER, OR S1EM WALL NOT
LOCA lED OR SHo..N, UNDERGROUND UllUllES
NOT LOCAlED OR SHOWN.
BEARlNCS BASED ~ THE SOUTH RlCHT-
OF-WAY UNE OF CHARLES AVENUE. BEING
S 89"38'58- E.
2806'
2106'
37.31'
21.35'
2399'
33.54'
2969'
62.75'
29.07'
45.71'
22.98'
40.18'
2749'
28.89'
1766'
29.26'
29.57'
1864'
19.54'
1580'
21.36'
NOlES:
1. a. - WElLAND ~R1SD1C11ONAL UNE AS
STAKED BY SCHEDA ECOLOGICAL ASSOaATES, INe.
~ JANUARY 14, 2003.
2. W-' - WElLAND ~R1SD1C11~AL NUMBER AS
STAKED IN FIELD.
1- - 20.
20
o
SCALE
IN
20
FEET
40
- - -
--- --
SEE ABO~ LEFT
CURB INLET
5-CL.A Y
....------
. \)OJ \j'0
')) ':?'1S-
CONe.
--~
--
STORM MH
l RIM: 55.32
INY: 52.17
SANITARY MH
RIM: 55.10
INY: 52.50 S
INY: 52.55 W
<0":> <oJ
Ix.' \x'
'0 ")
1)-
ld
lfo
'{CHARLES
A VENUE
DESCRIPllON:
Lms 4 lMROUGH 7, TOGElHER WllH LOlS 12 lMROUGH 15. BLOCK 4, AacElfS SUB-DIVISION. ACCORDING lO
THE PLAT lHEREOF AS RECORDED IN PLAT BOOK 30. PAGE 81. OF lME PUBLIC RECORDS OF PlNEUAS COUNTY.
Fl.ORIDA;
TOGElHER WllM:
lHE YIEST 75 FEET OF LOlS 8, 10 AND 11. TOGElMER WllH A PORlKlN OF lME WEST 75 FEET OF LOT 8. BLOCK
4, AacER'S SUB-DIVISION, ACCORDING lO PLAT lHEREOF. AS RECORDED IN PLAT BOOK 30, PAGE 11 OF lME
?'.JBLlC RECORDS OF PINEUAS COUNTY. FLORIDA. IN SEC110N 28. lOWNSHIP 28 SOUlH, RANGE 18 EAST.
"INEUAS COUNTY. SAID PARCEl. BEING DESCRIBED AS FOU.OWS: COMMENQNG AT lME SOUlMWEST CORNER OF SAID
BLOCK 4, RUN SOUlM 88 DEGREES 37'01- EAST ALONG lME SOUlH UNE OF SAID BLOCK 4, FOR A DISTANCE OF
818.85 FEET lO lME SOUlHWEST CORNER OF SAID LOT n, FOR POINT OF BEClNNINC; lMENCE NORlH 00 DEGREES
17'4J- EAST ALONG lME WEST UNE OF SAID LOlS 11. 10, 8 AND 8 FOR A DISTANCE OF 240.00 FEET lO lME
NORlMWEST CORNER OF SAID LOT 8: lHENCE SOUlH 89 DEGREES 37'01- EAST, ALONG lHE NORlH UNE OF SAID
L\JT 8. FOR A DISTANCE OF 57.87 FEET: lHENCE SOUlH 30 DEGREES 40'22" EAST FOR A DISTANCE OF 33.87
FEET lO A POINT OF IN1ERSECllON WllM lME EAST UNE OF lME WEST 75 FEET OF SAID LOT 8; lMENCE SOUlM
00 DECREES 17'4J- EST ALONG lHE EAST UNE OF SAID WEST 75 FEET OF LOlS 8. 8. 10 AND 11, FOR A
DISTANCE OF 211.15 FEET lO A POINT OF INTERSEC110N _lH lME SOUlM UNE OF SAID LOT 11i lMENCE NORlM
89 DECREES 27'01- WEST ALONG SAID SOUlM UNE FOR A DISTANCE OF 75.00 FEET lO lME PDlNT OF
BEClNNING.
TOGE1HER WllH:
A PORllON OF lME 30 FOOT WIDE RIGHT-OF-WAY FOR ALLEN AVENUE, AS SHOWN ON lHE PLAT OF AacElfs
SUB-DIVISION, AS RECORDED IN PLAT BOOK JO, PAGE 81 OF lHE PUBLIC RECORDS OF PlNELLAS COUNTY.
FLORIDA. BEING MORE PARllCULARLY DESCRIBED AS FOIJ.OWS:
BEGIN AT lHE SOUlHWEST CORNER OF LOT 15. BLOCK 4. SAID PLAT OF AacElfs SUB-DIVISION. lMENCE lHE
FOLLOWING FOUR (4) COURSES: 1) S 89"37'2rE. ALONG lHE NORlHERLY RIGHT-OF-WAY UNE OF ALLEN AVENUE.
315.20 FEET: 2) S 00'7'4J- W, ALONG lHE WESTERLY RIGHT-OF-WAY UNE OF McMULLEN BoolH ROAD, (AS NOW
EXlS11NG). 30.00 FEET: (3) N 89"37'2r W ALONG lHE EAST-WEST CEN1ERLINE OF SECllON 28. ~SHIP 28
SOUlH, RANGE 18 EAST. PlNEUAS COUNTY, FLORIDA. 315.23 FEET: (4) N 00'20'41- E. ALONG lHE SOUlMERLY
PRo.ECllON OF lME WEST BOUNDARY OF SAID LOT 15. 30.00 FEET lO lME PDlNT OF BEClNNING.
CONTAINS 0.217 ACRES, MORE OR LESS.
I SURVEYOR'S CERllF1CAlE
lMlS IS lO CERllFY lO lHE HOGAN GROUP. HIll.. WARD AND HENDERSON. P.A.. ROBERT HUPP. ALLEN MCMULLEN.
MQ"ARLAND, GOULD, LYONS. SUWVAN oil HOCAN, P.A. AND ATTORNEYS' ll1lE INSURANCE FUND. INe. lHAT:
(A) lHlS MAP OF PLAT OF SURVEY (.SUR'JEY") IS AN -AS BUILT"' ON lME GROUND SURVEY OF lME PROPERTY
OE'PtClm HEREON (-PROPER~AOE ON JANUARY 14,200J. BY ME OR DIRECtly UNDER MY SUPERVISION IN
ACCORDANCE WllH LOCAL PR ONAL PRACllCE5.
(B) lME SURVEY MEETS lHE MINIMUM lECHNICAL STANDARDS FOR SURVEY IN lHE STAlE
i:1t FLORIDA AS SET FORlH BY lHE FLORIDA BOARD OF LAND SURVE'roRS IN CHAP1ER 81817-8 FLORIDA
ADMINISlRAllVE CODE., PURSUANT lO SECllON 472.027 FLORIDA STATUTES.
(C) lHE SURVEY AND lME INFORMAllON, DETAILS, COURSES AND DISTANCES SHOWN lHEREON ARE TRUE. CORRECT
AND ACCURA lE.
(D) ALL RECORDED EASEMENTS AND OlHER EXCEPllONS AS NOlm IN ATTORNEYS' ll1lE INSURANCE FUND, INe.'S
trfLE COMMllMENT NO, Q"-8511801 HAVE BEEN. CORRECllY PLATTED ON lME SURVEY,
(E) EXCEPT AS SHOWN ON lHE SURVEY MAP, lMERE ARE NO DlSCREPANQES BE1WEEN lHE BOUNDARY UNES OF lHE
PrfOPERlY AS SHOWN ON lHE SURVEY MAP AND AS DESCRIBED IN lME LEGAL DESCRIPllON OF RECORD.
(n EXCEPT AS SHOWN ON lME SURVEY MAP, lME BOUNDARY UNES OF lHE PROPERTY ARE CON1ICUOUS WllH lME
flOUNDARY UNES OF INa.uDED ADJOINING PARCELS, ROADS. HIGHWAYS, STREE1S OR AU.EYS AS DESCRIBED IN
lMElR MOST RECENT RESPECllVE LEGAL DESCRlPllON OF RECORD.
(G) lHE BOUNDARY UNE DIMENSIONS AS SHOWN ON lHE SURVEY MAP FORM A MAlMEMAllCALLY a.osm FIGURE
Wl1HIN PLUS OR MINUS 0.01 FOOT.
(H) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST. AND lHE LOCAllON. SIZE AND TYPE OF MA1ERIAL HEREOF
ARE CORRECll Y SHOWN.
CI) EXCEPT AS SHOWN ON lHlS SURVEY. lHERE ARE NO VISIBLE ENCROACHMENlS ONlO lME PROPERTY OR ANY
tASEMENT LOCAlm lHEREON. lHERE ARE NO VISIBLE EASEMENTS, RlGHlS OF WAY. ABANDONm ROADS, LANES, OLD
HIGHWAVS OR USES AFFEC11NG lHE PROPERTY AND lHERE ARE NO VISIBLE DlSCREPANQE5, CONFUCTS OR
SHORTAGES IN AREA OR BOUNDARY UNE CONFUCTS.
(.I) lME SIZE. LOCAlKlN AND TYPES OF ALL IMPROVEMENlS ON lHE PROPERTY ARE SHOWN ON lHE SURVEY AND ALL
AM: LOCAlm WllHlN lHE BOUNDARIES OF lME PROPERTY AND APPUCABLE BUILDING SElBAac UNES, AS SHOWN
HEREIN.
(K) lHE DISTANCE FROM lHE NEAREST INTERSECllNG S1REET OR ROAD IS AS SHOWN ON lHE SURVEY.
(L) UNLESS OlHERWlSE INDlCAlm. ALL ROADWAVS SHOWN ON lHE SURVEY ARE DEDlCAlm PUBUC ROADS AND lHE
PItoPERTY HAS DIRECT ACCESS lHERETO.
CM) BASED ON A SURFACE INSPEC11ON. lHERE ARE NO VISIBLE CEMElERIES OR BUR'tING GROUNDS ON lME
PROPERTY.
(N) ALL (VISIBLE) UllUlY SERVICES ENlER lHE PROPERTY lHROUGH ADJOINING PUBLIC STREETS, EXCEPT lHE
SIRVEY Siows tHE POINT OF ENlRY AND LOCAllON OF ANY (VISIBLE) UllUllES WHICH PASS lHROUGH OR ARE
LOCAlm ON ADJOINING PRIVAlE LANDS.
(0) lHE SURVEY SHOWS lHE LOCAllON OF ANY (VISIBLE) lELEPHONE. lELEGRAPH. ELECTRIC OR OlHER POWER
UNE WIRES AND POLES ON lHE PROPERTY.
(P~ SURVEY SHOWS lME LOCA liON AND DlRECllON OF ALL STORM DRAINAGE SYSlEMS FOR lHE COLLECllON AND
01 OF ALL ROOF AND SURFACE DRAINAGE AND ALL SlREAMS. RIVERS. PONDS OR LAKES LOCAlm ON.
BORDERING ON OR RUNNING lMROUGH lHE PROPERTY.
(Q) NOT USED.
(R) 1HERE ARE NO OBSERVABLE INDlCAllONS OF RECENT BUILDING CONSlRUCllON. AL1ERAllONS. REPAIRS OR
$mEET OR SIDEWALK REPAIRS ON lME PROPERTY. EXCEPT AS USlED HEREON.
(S) lHE NUMBER AND TYPE (STANDARD. COMPACT OR HANDICAPPED) OF PARKING SPACES IS CORRECll Y SHOWN ON
tHE SURVEY.
en lME PROPERTY IS NOT LOCAlm IN A 100 'YEAR FLOOD PLAIN, OR IN AN IDEN11FIm "FLOOD PLAIN AREA- AS
OUINm BY lHE U.5. DEPARlMENT OF HOUSING AND URBAN DEVELOPMENT. PURSUANT lO lME FLOOD DlSASlER
PROlECllON ACT OF 1873. AS AMENDED. AS REFLEClm BY FlOOD INSURANCE PANEL NO. 125138 0088 C. DAlm
811/83, WHICH PANEL COVERS lME AREA IN WHICH lHE PROPERTY IS Sll\JAlm. SAID MAP INDICATES lHAT lHE
P~OPERlY IS LOCAlm IN FLOOD ZONE -c".
SURVEYOR
~
i
d
z
t
~
~
i
Q
~
~
~
l!5
j!: j!:
; ;
~ ~ ~
I!! !i ~
E ~ I
I I ~
c
~ ~ ~
~ I! ~ ~
~ 8 ~ s 0
.
u a:~
~ Q!2
en ~~
~3 ~ ~
~ ~ ~~~
~ ~ ~~~
9Q~ t;'
(i) 3: CI) ~;;
~ ~ ~~~
cId ii ~
o
~
:~
~ +- R~
~
I
~
Ci
a
la
.1 ~i~-
- 01 ~
I!! :s iii
~ !5 0
1~lc~
~I~~it
i~~;I~